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5133
X x x ►_4 c L Q 0 W z Ln w Q 0 w o rn Q O\ x I O W z C7) W C, 0 z z 0 0 C:� CV cn Q9 CD w J Q 0 0 a _ n 2 V) ]:E Q LLJ0 z c� cn � w Q o � z Q a U) w a U w w z 0 z w z w 0 z Q J U) z 0 U INDEX OF PLANS SHEET NO. DESCRIPTION 1 INTERSTATE TITLE SHEET 2-4 CONSTRUCTION TYPICAL CROSS SECTIONS 5 CYPRESS KEYMAP AND LINE INDEX 6-8 1 LAYOUT 9-12 PROFILE AND SUPERELEVATION DIAGRAM 13-26 SAN MATEO SANTA CONSTRUCTION DETAILS 27-30 WATER POLUTION CONTROL 31-33 SANTA CRUZ CONTOUR GRADING 34-47 INYO PLANS 48-53 MONTEREY 4DRAINAGE 1 54 KINGS STRUCTION AREA SIGNS 55-67 SAN R 68-69 DETOUR PLAN 70-77 SANTA PAVEMENT DELINEATION & SIGN PLANS 78-79 LOS ANGELE SUMMARY OF QUANTITIES 80-91 12s . LANDSCAPE PLANS 92-102 OANGE ELECTRICAL PLANS 103-135 0 STRUCTURAL PLANS Begin Work Sta 790+00 ---*— To Los Angeles LOCATION OF CONSTRUCTION CYPRESS AVE O.C. Br No. 54-1280 PM 15.73 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE "NOTICE TO CONTRACTORS." I I 1 BORDER LAST REVISED 3/1/2007 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS INTERSTATE FOR 10 CONSTRUCTION ON STATE CYPRESS 10 HIGHWAY 1 135 IN SAN BERNARDINO COUNTY IN FONTANA AT INTERSTATE ROUTE 10 FWY TOTAL SHEET`, AND CYPRESS 10 AVENUE 1 135 TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 Fontana CALTRANS WEB SITE IS., HTTP//WWW.DOT.CA.GOV/ _j=L —UH— NO SCALE RELATIVE BORDER SCALE IS IN INCHES t of Work -ess Ave) 79+64 0 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEET`, 08 SBd 10 15073 1 135 DEL NORTE SISKIYOU MODOC TRINITY SHASTA LASSEN CA* HUMBOLDT I TEHAMA PLUMAS MENDOCINO GLENN BUTTE SIERRA raMans p NEVADA COLUSA n yJ LAKE G� PLACER EL DORADO POLO SONOMA NAPA Q�� ALPI MARIN CONT A SPJ\� v p TUOLUMNE MONO COSTA PO SAN FRANCISCO LA ED �� Iz SSP MARIPOS SAN MATEO SANTA CLARA MERCED OF�P SANTA CRUZ SAN BENIT FRESNO INYO TULARE MONTEREY KINGS SAN LUIS OBISPO KERN SANTA BARBARA LOS ANGELE VENTURA 12s . MAP OANGE LOCATION 0 0 To San Bernard i no —► End Work Sta 870+00 N RIVERSIDE SAN DIEGO f IMPERIAL AS -BUILT d NO CHANGES ON THIS -SHEET 7 CHANGE: AS &120TED ON THIS SHEET :1 TKIWO SHEET DELETED ly: )ate: 11131(o, - - A LE. Approval: r 5/30/08 PFESSIOA/4I PROJECT GINEER DATE DAVID F2 REGISTERED CIVIL ENGINEER SPEIRS June 17, 2008 — Z K No. 44956 Exp. 3/31 /10 PLANS APPROVAL DATE s� CIVIL tiP THE STA TE OF CAL IFORNIA OR I TS qTF OF CAL 1F OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. 5133 CONTRACT No. USERNAME => p0020629 CU 08224 DGN FILE => G:\646713_I-10-Cypress\SHT\TITLE\46770ab0 1.dgn EA 467701 E0000 V CO s 0 C LU 1 00 J ww F --M Q F-- z O o O � I O w I a O J 0 x >- o m u� o > w w u� Q:� > w w E -- o' Q 0 F=1 a > o� ow Z Lu az Oz 0 w cc a >- C:) - om Li �o 0 aw w Jz D V w U� aw w Ur-) n - X 0 w o- Ln w Q o a- F-- L) z 0 > �- Q Q 0 z 0 U NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. R/W 12" 3. 'IS 6" 0.5" 22' & VAR 2.0% .49 ------------- MAX 201 OR�,, � 2.0% �---- FLATTER 4" PCC SW CURB ( TYPE A2-6)- 121 2-6) R/W 121 ' & VAR I 50' & VAR ! 54 & VAR 30' & 40" 30" 15' ! 15' 30- 31 ! PG - -----------,------ ----------- --- -- -- - ------ --- ----- ---------- '-------------- I------------ 3 D E VAR 4' & VAR_ �3`�_ VAR 2' TO 24' -00 --------------- 2:1 OR -- ---- �- _ FLATTER HMA DIKE 1 (TYPE A) z Q Cl- uj 2:1 OR FLATTER 4" PC a CURB (TYP O Li x Q V CD R/W 7' 6" 0.5" 2.0% MAX VALLEY Blvd WB STA 46+56.00 TO 50+93.15 EB STA 49+08.81 TO 52+83.46 VAR I 1 6"1 4 - ' -, No SAWCUT/ ISAWCUT/ MATCH IMATCH EXISTING EXISTING PG C 3 VAR VAR 3" 4' TO 14" R/W 12" 0.5" 6" 3.5' 14 & VAR 2.0% MAX -- - IT - 4 " & VAR OG 2.0%-j -- ----- 2:1 --- CYPRESS Ave STA 77+43.81 TO 79+63.74 i i 1 1 3" & VAR 41 I I I or 2:1 OR FLATTER Lf ---j L- HMA DIKE (TYPE A) 539 41 ' & VAR � 2:1 VK FLATTER OG 4" PCC SW CURB (TYPE A2-6) R/W 3.5' R/W 12" 0.5' 6" 3.5" 2.0% MAX LAJ a un-1--t4p 0 - BORDER LAST REVISED 3/1 /2007 CYPRESS Ave STA 72+00.00 TO 75+66.64 2:1 OR FLATTER 4" CURB 2:1 OR FLATTER Sw l..VrlU (TYPE A2-6) 12' 6' 2.0% MAX Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 4 135 5/30/08 QR0 SS 1o� REGISTER D IVIL ENGINEER DATE �a q<' DAVID F� SPE I RS Z June 17, 2008 iNo. 44956 PLANS APPROVAL DATE cr- EXp.3/31 /10 � � THE STATE OF CAL IFORNIA OR /TS OFFICERS OR AGENTS 5114 L NOT BE RESPONS/BL E FOR S/>,CIVIL THE ACCURACY OR COMPL ETENESS OF EL ECTRON/C F OF CAL JF COPIES OF THIS PLAN SHEET. CITY OF FONTANA PARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE B-120 ONTARIO, CALIFORNIA 91764 R/W I R/W 60' 121 18 18/ 12 3.5' 6' 0.5' I 0.5' 6' 3.5' I 2.0% ! 2.0% 201 OR MAX ! MAX FLATTER -� 2.0% I PG 2.0% �- 2:1 OR FLATTER ---------------- ----- -- OG 0.5' 16.5" & VAR u 4" PCC SW 4 ' PCC SW CURB CURB (TYPE A2-6) (TYPE A2-6) "D" Ave STA 10+00.00 TO 17+52.13 120" & VAR 52" & VAR 35.50" RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I rt I I I I PG 44' & VAR 35.50" --------------------------------------------- 3 D SLOVER Ave WB STA 48+52.31 TO 52+00.93 EB STA 48+81e32 TO 51+20e69 USERNAME = > p004 4 741 DGN FILE _> G � \64671 3_ I - 1 0-Cypress\SHT\XSECT I ON\46770ca003 o dgn R/W 12" ' 0.5 1-6' 3.5' 8.5' & VAR 2.0% MAX 2. 10-% 1 . 2:1 OR FLATTER OG 4" PCC SW CURB (TYPE A2-6) AS -BUILT IM NO CHANGES ON THIS SHEET CHANGES AS NOTED ON THIS SHEAT 0 THIS SHEET DELETED By: i rJAI iBk Date: R.E. Approval: %A C.C.O. No. y Sheet 2 of Contract k [0-7- -0`� ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN Z O O TYPICAL CROSS SECTION wo C:) NO NO SCALE X-3 J o CU 08224 EA 467701 x x LEGEND X ! I' x ! F#-] TYPICAL STRUCTURAL SECTION (SEE TYPICAL CROSS SECTIONS) ! r -c o J j- AONLY DRIVEWAY APPROACH I -o � I III � IS PROVIDED. LAND OWNER RESPONSIBLE FOR DRIVEWAY ► I ! ! 111 � IMPROVEMENTS PAST APPROACH I 00 00 C) 40.00' Lt +52.31 BEG CURB (TYPE A2-6) I CURVE DATA No. R 0 T L O 50.00 90001 '31 " 50.02 78.56 O2 50.00",89058'29" SBd 49.98 78.52` 03 50.00 890 52126" 49.89 78.43 O4 50.00 90007'34" 50.11 78.65 5 171.75. 15011'21" 22.90, 45.53 © 1 71 .7 1 50 1 1 ' 1 8" 22.90 45.53 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 6 135 0 i 5/30/08 q\"u SS IO REGISTER D IVIL ENGINEER DATE o 4� DAVID - -- � SPE I RS June 1 7, 2008 m W ° PLANS APPROVAL DATE � rvo. 44956 3/31/10 Exp. M THE STA TE OF CAL IFORNIA OR I TS OFFICERS 0- Ln OR AGENTS SHALL NOT BE RESPONS19Z E FOR s�qT CIVIL PolM ( THE ACCURACY OR COMPLETENESS OF ELECTRONIC F of SAL IFo� N COPIES OF THIS RL AN SHEET m I F F N T A N A PAla50N5 00 I CITY 0 0 3602 INLAND EMPIRE BLVD9 tv 8353 SIERRA AVENUE EXIST SUITE B-120 p Z FONTANA9 CALIFORNIA 92335 ONTARI09 CALIFORNIA 91764 _:A o I 44.00' Lt +90.96 ECR 1Y of Ix 47.00" Lt +00.00 - ! o ! I I �� _j "C" STA 50+00.00 POT = I I it ! + END�AY TAPE _ „ ! 59.00 Lt 10.00 � S STA 50+00.00 POT I I I - BEG 0: T °D ! ! ISI BEG -- N T PER o r� N 181578[7 87 i - FOR DETAILS NOT �HJWN ' X 1+14.50 C DWY APPROACH o f E 6729960.79 ! I ! 1 SEE CONST DETAIL, -4 iI !_ x_ - COMMERCIAL 9 W=35' J A0 0 0 P+ + 81 .3 2 I. - - ! 00-_ ► I �= j � a I59.00 Lt v > END CURB (TYPE A - ! - ! J ( E 2 6) II r +94.00 BCR a 54+50.00 2 1.72" Lt +43.81 z BEG 690 MBGR (WOOD POST) I \ a 44.00 Rt +03.79 BCR ' ;I +06.50 ADJUST SEWER MH- `�' . I MH -1 TYPE 12A LAYOUT 8 CHDPE TERMINAL SYSTEM _ � CITY R/W PIPE 1 (ALTERNATIVE IN LINE) � _ - TICE CONDUIT +69.50 DWY 46.00 Lt +05.76 ECR I �r .- , 1 APPROA l H /W CITY R/W - i --TCCITY _ I��� END HMA �)IKE (TYPE A) I COMMERC�I AL W=35'-- ! !,� BEG CURB ( TYPE A2-6) ! 3 C TY "B" STA 41 +19.79 POT � � 12.88" Lt +74.52 ! � /\ � �� _ --_ -.__ _ _ _ � _ m me ! - 6 i SIDEWALK + b „C�, STAL-56+82.00 POT O �-o o BEG HMA DIKE (TYPE A) 1 a w w x ►, _j JOIN EXIST --- - - 5 - - - J Qw W -- ---- - - J / 1 J \ Q O 50 5 52 CYPRESS 53 54 - 55 - - 5 ��3�C Lu Line '' I y / &10/ (D W O N. 0 0 31.' 0" W 1 61 9 5 4' -- F --- - z (n _ _ 71111 2 - _�" a , 3 ��WL o' -- = w w 0 Ir - Q `" o - I � SIDEWA K I �� � - I � 1 L 4 TA 41 + POT - w 10.20 Rt +68.19 1 II IOIT � „B„ S 25.80 o ! I I �/ a- C STA 56+88 1 POT ! Ln BEG HMA DIKE (TYPE A) CITY R /VI�� U JOIN EXIST �� ! 2 2- z o 34.00 Rt +06.16 BCR _R__" LL Y W !I -T E ! `r' ? 35.00' +01.94 ECR ' Or > END HMA DIKE (TYPE: A== I i ---- "AW" LIN �- ) 5,2.0 0 L t + 8 4.9 5 BCR i`! --� T- R E z Q BEG CURB ( TYPE A2-6)1 ! I 1 x ► ! - _ - _ �n- _ _ II I ! J-- -El. I _ _ _- CI+ 0.00 DWY -- x -- X� /---- + I -- CITY R /W 3/ . 00 R t +00.00 x � 44.00 Rt 83.79 ECR I �� U APPROACH I s o i TCE RESIDENTIAL W=1 6 "'G 1 75:1 TAPER -- - ,I - ` PROPOSED SEWER Q � 9 ---- S E E --� ! FOR T T � 0 DE ALS NO SHOWN I� c WORK DONE _ _OONS` DETAILS C-4 � 53+82.00 � I� x I► I L t BY 0 - - z 40.00 Lt +00.93 ! c� ----- BEG 762 MBGR (WOOD PO ;T) I I + -- x �- 71 40.00 Rt +20.69 ► 1 BEG CURB (TYPE A2-6) TYPE 1 2A LAYOUT ,� r- 0 w rn I JOIN EXIST TERMINAL SYSTEM --� END CURB (TYPE A2-06) i ! ] I o I - --- --- ---- --- - \ - JOIN EXIST ! i I (ALTERNATIVE IN LINE) !__ i � x x �, ! NOTES: a 4 Q0 � 1 . CONSTRUCT CURB AND GUTTER PER CT STD A87A. K `: FOR DETAILS NOT SHOWN � i ! i �. SEE CONST DETAILS C-1 I w .� 2. CONSTRUCT CURB RAMPS WITH CAST IN PLACE DETECTABLE �? =� i WARNING SURFACE, SEE SHEET C- 1 3 FOR CITY STD 1003 & 1004. X� II I � x - ------__"_-- Iti1 I �p --- - - -- `-�- ------ - t7 N cHaN ASNIS uk T ... -------- -- - M - 3. 1 DIKE HEIGHT SHALL BE USED AT BEGINING OR END POINT OF DIKE - ----- -- --X %c iaNa�sA aNTHisSmarr --x- X x i _ F - TH S NOTED w x 0 OR TRANSITION DETAIL SEE CONSTRUCTION DETAILS SHEET C 6. -- ---- - -- ' qy OT!!..Ep X X� 8 I Io 1 4. CURB OR K TRANSITIONS DI E SHALL BE USED WHERE DIFFERENT TYPES OF CURB v I x AND/OR DIKE JOIN. FOR TRANSITION DETAILS SEE CONSTRUCTION DETAI SHEETC-6. z i 5. FOR IRRIGATION CROSSOVER CHART SEE CONSTRUCTION DETAILS SHEET C-7. `= - + I ! 6. FOR REMOVALS SEE CONSTRUCTION DETAILS SHEET C-8 THROUGH C-10. x _j _ I - I ! 11 - V I I x _ ALL DIMENSIONS ARE IN FEET ! I 7. FOR ADJUST SEWER MANHOLE TO GRADE SEE CONSTRUCTION DETAILS SHEET C 11. p oo UNLESS OTHERWISE SHOWN LU 8. FOR CROSS GUTTER DETAIL SEE CONSTRUCTION DETAILS SHEET C-12. LAYOUT a V) 9. CONSTRUCT DRIVEWAYS PER CITY STD 1 001 9 SEE SHEET C-1 4 SCALE 1 50 BORDER LAST REVISED 3/1 /2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME => p0030989 CU 08224 EA 467701 IS IN INCHES I i i i I i ! DGN FILE _> 46770ea 1 RF 00 _ B ° dgn m 00 0 N° 00 w w F- F - 00 F00 J J 0- W LLL Q� o� z o o � > O w p L-1 QO J O All, L4 X x All x 0 un n - w w cn Q 0 U z LL z Q z 0 w x X z O Q n U-) z Q w O z w ME Q w D W CL Q Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 7 135 BORDER LAST REVISED 3/l/2007 RELATIVE BORDER SCALE T� TNI TN1(.HF� 41'....00 Rt +00000 'OPOSED END 5001 TAPER VER Br8C Y T )RK DONE 02 OTHERS HDPE E CONDUIT 4.9 4 Lt +81 .91 ADJUST MH TO GRA - MH -7 ...(TYPICAL) ^-` ,, A 0 1 2 3 USERNAME=>P0020629 1 1 1 1 1 1 1 n(;NI FTI F ='> (;° \F4F71 _� T-1 \�h+\1 AynI IT\4F77ni-nnn? (-Inn CU 08224 x53,0 Rt +90000 'END B Y TAPER UILT ❑ NO CHAN' ES ON THIS SHEET CHANGE, c'�A` N' TED ON THIS SHEE TWS CH S� -E DELETED By: Date: R.E. Approv- Z. LAYOUT SCALE 1 "=50/ EA 467701 c� a0 0 0 0 N U N � T 0 >- w m cn o > w w d" > w w I— � Q 0 All x 0 un n - w w cn Q 0 U z LL z Q z 0 w x X z O Q n U-) z Q w O z w ME Q w D W CL Q Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 7 135 BORDER LAST REVISED 3/l/2007 RELATIVE BORDER SCALE T� TNI TN1(.HF� 41'....00 Rt +00000 'OPOSED END 5001 TAPER VER Br8C Y T )RK DONE 02 OTHERS HDPE E CONDUIT 4.9 4 Lt +81 .91 ADJUST MH TO GRA - MH -7 ...(TYPICAL) ^-` ,, A 0 1 2 3 USERNAME=>P0020629 1 1 1 1 1 1 1 n(;NI FTI F ='> (;° \F4F71 _� T-1 \�h+\1 AynI IT\4F77ni-nnn? (-Inn CU 08224 x53,0 Rt +90000 'END B Y TAPER UILT ❑ NO CHAN' ES ON THIS SHEET CHANGE, c'�A` N' TED ON THIS SHEE TWS CH S� -E DELETED By: Date: R.E. Approv- Z. LAYOUT SCALE 1 "=50/ EA 467701 c� 0 0 N � T N N ao d" 0 0 III w F- 0 O p J J 0- a - W W Q o � z 0 �0 I > W 0 0 L-2 < 0I J 0 x x ,0 W, 0 w 0 BORDER LAST REVISED 3/l/2007 I Jc X� t X_ X , 3 ° 00' Rt + 8 ° 1 BCR -- END CURB-( YP A2-6) COIN EXjS" E o — v –X i f ! I 4 +56.0 B��HI'I A__0 -I KE Y!P; A -p !� a, �' 40I CUR > I� z 0� J � , I I j�jjoI > z v O X -i i 11 ;; +tO5•00 41 °00" Lt +66°64 ECR +19°00 DWY RESIDENTIAL, W=16', SID WAS K \\X , T 0+00°0 = !0 , `' C" STA 76+58.83 N 184 8446.5/8 I , E 6729937.02 I II• 50°00' Lt +25°09 ECR 1 77 1 V' - i END HMA DIKE (TYPE A) BEG CURB ( TYPE A2-6) D I 40°00" Lt +43.74 BCF?__ ' END CURB ( TYPE _A2- 6 ) v BEG HMA DIKE ( TYPE A) TICE O C I T -Y &M C I TY� O R/W + _ J--� °' F- /' 7 " - 76 .0 77 78 % w V) o 5 103° 29 = p MIN w— -s -- - cnz-�— w J Lu s 4 - , CURVE DATA Cr0 R x T L 10 50°00 89°57"45" 49°97 V) 02 50.00 90006`53 11 50.10 78.64 Cr 35°00 89056`15 11 34.96 54.94 ® 35.00 V) 34.99 54.97 C W z o U z 0 > I— Q Q o z O U W, 0 w 0 BORDER LAST REVISED 3/l/2007 I Jc X� t X_ X , 3 ° 00' Rt + 8 ° 1 BCR -- END CURB-( YP A2-6) COIN EXjS" E o — v –X i f ! I 4 +56.0 B��HI'I A__0 -I KE Y!P; A -p !� a, �' 40I CUR > I� z 0� J � , I I j�jjoI > z v O X -i i 11 ;; +tO5•00 41 °00" Lt +66°64 ECR +19°00 DWY RESIDENTIAL, W=16', SID WAS K \\X , T 0+00°0 = !0 , `' C" STA 76+58.83 N 184 8446.5/8 I , E 6729937.02 I II• 50°00' Lt +25°09 ECR 1 77 1 V' - i END HMA DIKE (TYPE A) BEG CURB ( TYPE A2-6) D I 40°00" Lt +43.74 BCF?__ ' END CURB ( TYPE _A2- 6 ) v BEG HMA DIKE ( TYPE A) TICE O C I T -Y &M C I TY� O R/W + _ J--� °' F- /' 7 " - 76 .0 77 78 % w V) o 5 103° 29 = p MIN w— -s -- - cnz-�— w J Lu s 4 - , CURVE DATA No. R D T L 10 50°00 89°57"45" 49°97 78°51 02 50.00 90006`53 11 50.10 78.64 �3 35°00 89056`15 11 34.96 54.94 ® 35.00 890 59 "07" 34.99 54.97 18°00" Lt +63°74 END HMA DIKE ( TYPE A) JOIN EXIST 79 CYPRESS 80 IIF_I _-N00032"56" W V) u I �. 1+98.00 DWY a � R ENTIAL W=16" e -SIDEWALK CITY R/W- 53.00" Rt +54.90 BCR 54.00" Rt +02':93 ECR CITY DWY R /W , -� R E S I OKE T C E ! � _ X64:-80 DWY RESIDENTIAL W=20'� 71 & � vJ - _x .00" Rt_ +43.81 ECR ul — _ -- -- 50.00" Lt +62.98 BCR li 4 3- Ii J i. --Lt +93.15 .�71 II 3� N6LE POINT ICum rn 43° t +15°40 54.00' Rt +35.00 END CURB (-TYPE A2 -6) - BEG HMA DIKE (TYPE /A 32°15' Rt +83°46 = BEG CURB (TYPE A2-6) !� 0 0} JOIN EXIST END HMA DIKE ( TYPE A I .`n XLX +�- JOIN EXIST "' r O I cb FOR DETAILS NOT DHOWN SEE CONST DETAIL `,C-3 I u_)_ � - X i RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES Ave 801.95 82 "C" Line 18.00" Rt +63.74 END END CURB (TYPE A2-6) JOIN EXIST AC DIKE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 8 135 5/30/08 QRpFESS 1p� REGISTER D IVIL ENGINEER DATE �o q<' DAVID SPEIRS z June 17, 2008i No. 44956 m PLANS APPROVAL DATE cr_ it Exp.3/31 /10 � THE STA TE OF CAL /FORNIA OR /TS OFFICERS OR AGENTS 511A L NOT BE RESPONSIBL E FORs��T CIVIL �1P THE ACCURACY OR COYPL ETENESS OF EL ECTRON/C F of CAL 1F COPIES OF THIS PLAN SHEET, CITY OF FONTANA PARSONS 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 83 8.4 USERNAME=>p0044741 DGN FILE => G:\646713_ I-10- Cypress \SHT\LAYOUT\46770ea003,dgn AS -BUILT O NO CHANGES ON THIS SHEET Qa CHANGES As NOTED ON THIS EH@ET O THIS SH DELETED sv: if. v, AA- Date: / rn a- R.E. 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Z .................................... 1 .................................... : .................................... i .................................... Z .................................... 1 .................................... : ..................................... � .................................... : .................................... . .................................... : .......................................................................... : ... I ............................. � ................... � ....... � ........ . . . .* - : : : __ : z : = : = : : : : : = : : : = : ; : : : __ : : = : = : -_ : : : : : = : = : : : : : : : = : : : z : : : I . . . - . � . = = : = : - = ! = . __ - ___ : z ! t ! - : : __ . : : - . . 0+00 1+00 2+00 3+00 4+00 5+00 6+00 ____ - 7+00 8+00 9+00 10+00 I 396 0 1 2 3 USERNAME => P0020629 EA 467701 I I I I I I I I DGN FILE => g: \6A6713- i -1 0- cypress \sht \prof i I e\46770fa004.dgn I I 1110 1100 1090 H16109M 1070 TOT . AL ::> < co 0 (_0 o Ln (\j . . �, (D 0') 0 C\j . . 1-1 0 Lr) r-- ^ ^ cc LLI LLj ll- I.- I- ;._ 00 _J _j a. a. Ld W Ill- m < G." 0 Is - z 0 0 0 7) 1 > 0 Ld Cr 0 F- I V) 0 < NEW , ;* .0 04 ! t. � . F] kL.ii, il, �4 4, I hh, , �t'! , , '!' �- k E X X X N 0')0 "11-N I U `0 � CITY STD 1003 N Q� 00 O J U O � 0/2 1 1 1 4.99 FL BCR >- m o cn C) w > w > w o' w � Q 0 E -. NOTE: FOR LIMITS OF COLD PLANE AND (PAVEMENT TYPES, SEE tAYOUT SHEETS "C" +19.01 >- ,- CURB RAMP PER +50.00 1 1 16.65 FL +00.00 1 1 15.66 FL SEE RIGHT MATCHLINE STA 79+00 I - ilit 4� Q I m O R (1 1 14.39) FS CITY STD 1003 o--------------------------------------------------------- Q� � X Lu 0/2 1 1 1 4.99 FL BCR U- w 10 FL 49.50" Rt 56.98" Lt LU w z 0o "V" +29.59 LLJ, Uj -� BCR L`' V 56.53" Lt 1 1 1 5.2 8 FL < 46.53" Lt C> PLANS APPROVAL DATE "C" +43.74 "V" +25.09 46.98" Lt C\+83.43 49.5O Rt / E FOR sj4T �%P "C" +39.25 "C" +19.01 >- ,- CURB RAMP PER +50.00 1 1 16.65 FL +00.00 1 1 15.66 FL SEE RIGHT MATCHLINE STA 79+00 I - ilit 4� Q I m m R (1 1 14.39) FS CITY STD 1003 o--------------------------------------------------------- Q� � X a 0/2 1 1 1 4.99 FL BCR U- w 10 FL 49.50" Rt 56.98" Lt Q w Rt "V" +08.81 5 "V" z "V" +29.59 LLJ, 0 F- i ►- Em6 CURB 56.53" Lt CL - (TYPE Al June 17, 2008Z C> PLANS APPROVAL DATE X ---------- 54.03' Lt r "V" +25.09 U C\+83.43 49.5O Rt / E FOR sj4T �%P THE ACCURACY OR COMPL ETENESS OF EL ECTRONIC F of CAL 1F �� i � V" +20.08 END CURB 1113.80 FL 1114.52 FL ECR = ; GRADE LEVEL !L' (TYPE Al ) CITY OF FONTANA LL-' O 1114.16 FLLn 1114.71 FL SUITE B-120 FONTANA, CALIFORNIA 92335 r "C" + 86 a 1 7 1 1 1 J.35 FL ONTARIO, CALIFORNIA 91764 V) + Q '-' W w > a ' o Ln oD Q cry I-- U w Z '-' > L J (1 1 14.29) FS (1 1 1 4.77) FS (1115.01)FS Q _ U Q a1 1 1 5.21 FS ) __j( 78� 49 z U VALLEY X -' Ow a V 0 W CURVE DATA NO. R (1 1 14.39) FS T o--------------------------------------------------------- 1 -- ----------------------------------- X a 3.95 BCR 08 ~1113.55 0 10 FL 49.50" Rt 15 135 Rt "V" +08.81 5 "V" z 11 +27.30 REGISTER D IVIL ENGINEER F- i ►- Em6 CURB DAVID F� - (TYPE Al June 17, 2008Z C> PLANS APPROVAL DATE X ---------- 54.03' Lt r ,.,., THE STA TE OF CAL IFORNIA OR I TS OFFICERS � � CIVIL C\+83.43 49.5O Rt / E FOR sj4T �%P THE ACCURACY OR COMPL ETENESS OF EL ECTRONIC F of CAL 1F �� i � V" +20.08 END CURB = ; GRADE LEVEL !L' (TYPE Al ) CITY OF FONTANA LL-' 3602 INLAND EMPIRE BLVD, 79.33" Lt EC ECR SUITE B-120 FONTANA, CALIFORNIA 92335 r "C" + 86 a 1 7 1 1 1 J.35 FL X -' Ow a V 0 W CURVE DATA NO. R 0 T L 1 2.00 1 1 3° 15 "01 " 3.04 3.95 a n BORDER LAST REVISED 3/1/2007 77.48'* Lt BC "C" +83.38 "C" +02.03 CURB RAMP PER CITY STD 1003 0/2 1113.15 FL 47-50" Lt `A "C" +76.92 Q) J U RELATIVE BORDER SCALE IS IN INCHES I I r (1 1 17.00) ,FL +10.00 (1 1 16.77) FS +00.00 1116.30 FL 50+00.00 (1 1 15.55) FS +50.00 1 (1115.74) FS ECR 1115.52 FL 34.5 Rt "C" +, 3.81 Rt "C" +39.30 "C" +19.06 f CURB RAMP i i CITY ST03 \!\ 0/2 11 1"5.0 FL \ 56.98" L,t "V" +58147 56.53" Lt F4.51 FL 11+F2,98 1114.60 FL BCR (1 1 14.74) F L 111 (1115.71) FS 51 "V" Line Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 15 135 5/30/08 'oV I SS JON REGISTER D IVIL ENGINEER DATE Q a<' �o DAVID F� SPEIRS June 17, 2008Z 44956 PLANS APPROVAL DATE Ld No. Exp.3/31 /10 THE STA TE OF CAL IFORNIA OR I TS OFFICERS � � CIVIL OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sj4T �%P THE ACCURACY OR COMPL ETENESS OF EL ECTRONIC F of CAL 1F COPIES OF THIS PLAN SHEET, PARSONS CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 mmm =f 53 50+00.00 (1 1 14.9-01 FS (1 1 1 4.98)-'S(1 1 1 5.27) FS - (1 1 15.03) FS (1 1 1 5.1 3) FS (1 1 15.35) FS 2 \ECR 1114.42 FL \\_6 Rt "V" +91 .20 "C" +90.24 C CURB RAMP PER CITY STD 1 003 0/2 1 1 1 3.68 FL V59._50/ Rt„C"+65.12 BCR 1 1 1 2.93 FL 0 1 2 3 (1 1 15.27) FL \ +00.00 \ +50.00 1114.85 FL 1115.10 FL 1114.52 FL �N AS=BUILT 0 NO CHANGES ON THIS SHEET `n 62.00Rt CHANGES AS NOTED ON THIS SM 0 THIS S EET DEET D V +35.00 sy: C.C.O. No. o 0 ju w Sheet of R.E. Approval: o 0 Contract a ww ALL DIMENSIONS ARE IN FEET o UNLESS OTHERWISE SHOWN z o 2O CONSTRUCTION DETAILS 0 SCALE: 1"=20' C-3 < 0 -i 0 -11, USERNAME => p0044741 CEJ 08224 EA 467701 DGN FILE => G o \64671 3- I -10- Cypress \SHT\CONST DET\46770ga003 a dgn X a X 0 X Iii X X X X X_ x J Q 0 0 z a cn 0 0 a U Ir r om m �o 0 QW W J Z U C7 W J (n > Q W W U o Qr z 0 x a Of 0 V) z a L� 0 z Lu a LLI 0 =24 LL, 141 — a (/ f 11 ! ! II �I i f f I1 } •+rwwwwr.ewr aim x r,. •� �r 0 V) • W N N Ir a w z n O z �1 W > Q z a V) O U z 0 x a Of 0 V) z a L� 0 z Lu a LLI 0 =24 LL, 141 — a (/ f 11 ! ! II �I i f f I1 } •+rwwwwr.ewr aim aw I BORDER LAST REVISED 3/1/2007 EXISTING MANf46LE 1 rr -- - 1 o I I I `" — EXIS'T'ING MANHOLE #1 sC RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES E OkAX OR TOP OF EXGS PROPOSED AQ£-"--INSTAU MANHOU TCP OF MANHOLE H FRAME AND COVER rs_n n rs (SEE NATE IC) RELATIVE BORDER SCALE 0 TS TN INCHFS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 23 135 ty� 5/30/08 Q�yQFESS 10 REGISTER D IVIL ENGINEER DATE DAVID F2 ti SPEIRS June 17, 2008Z PLANS APPROVAL DATE � No. 44956 z � � THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.3/31 /10 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF OF CAll 1 O \P COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 SEWER NOTES: 1. GENERAL A. EXCEPT AS INDICATED HEREON OR ON THE PLANS, MANHOLES SHALL CONFORM T0: SPPWC 200, PRECAST CONCRETE SEWER MANHOLE AND SPPWC 203, BRICK SEWER MANHOLE. B. DIMENSION "D" SHALL BE THE SAME AS THE SIZE OF THE MANHOLE FRAME AND COVER TO USED. C. THE CONTRACTOR MAY REUSE THE EXISTING MANHOLE FRAME AND COVER, UNLESS DAMAGED DURING THE WORK OR WHEN OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS, ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH IDENTICAL NEW ITEMS AT NO EXPENSE TO THE AGENCY. D. EXISTING STEPS LOCATED WITHIN REMOVAL LIMITS SHALL BE REPLACED. WHEN THE REMOVAL OF EXISTING STEPS BEYOND THE MANHOLE REMOVAL LIMITS IS SHOWN ON THE PLANS, THE STEPS SHALL BE REMOVED TO A DEPTH OF 50m m (2") BEYOND THE INSIDE FACE OF THE BRICK MANHOLE AND THE HOLES SHALL BE FILLED WITH CLASS "D" MORTAR. 2, RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES A. PRECAST CONCRETE MANHOLES TO BE RAISED LESS THAN 75mm (31 MAY BE RAISED BY APPLYING CLASS "D" MORTAR TO THE TOP OF THE EXISTING MANHOLE, PROVIDED THE TOTAL HEIGHT OF THE MORTAR, EXISTING AND NEWLY APPLIED, DOES NOT EXCEED 75mm (3 B. WHERE THE PRECAST CONCRETE MANHOLE IS TO BE RAISED 75mm (3") OR MORE, OR WHERE THE TOTAL HEIGHT OF THE MORTAR, EXISTING AND NEWLY APPLIED, WOULD EXCEED 75mm (3"). GRADE RINGS SHALL BE UTILIZED. CLASS "D" MORTAR MAY BE USED FOR FINAL ADJUSTMENT, BUT NOT MORE THAN IN THE UPPER SEGMENT OF THE SHAFT BEING MORE THAN 750m m (30'') IN HEIGHT, REMOVE THE REDUCER AND THE UPPER SEGMENT OF THE SHAFT, INSTALL ADDITIONAL RINGS OR PIPE TO THE LOWER SEGMENT OF THE SHAFT, AND REINSTALL THE REDUCER AND GRADE RINGS AS REQUIRED, 3, REPLACEMENT OF BRICK REDUCER WITH PRECAST CONCRETE REDUCER AND SHAFT UNLESS OTHERWISE INDICATED ON THE PLANS, THE CONTRACTOR MAY INSTALL A PRECAST CONCENTRIC CONCRETE REDUCER, CONCRETE GRADE RINGS, AND CONCRETE PIPE IN LIEU OF RECONSTRUCTING A BRICK REDUCER, PROVIDED: A, THE MAXIMUM ID OF THE SEWER PIPE CONNECTED TO THE MANHOLE DOES NOT EXCEED 200mm (8"), B. THE CONTRACTOR SECURES PRIOR APPROVAL FROM THE ENGINEER TO INSTALL THE CONCENTRIC REDUCER ONTO THE MANHOLE SHAFT. THE ENGINEER MAY, AS PART OF THE INSTALLATION REQUIREMENTS, REQUIRE THE CONTRACTOR TO COAT THE INSIDE OF THE REDUCER, RINGS, AND PIPE WITH AN APPROVED COATING. C. THE CONCRETE GRADE RINGS, THE CONCRETE REDUCER, AND ANY CONCRETE PIPE SHALL BE JOINED TOGETHER AND BEDDED ONTO THE EXISTING BRICK MANHOLE WITH CLASS "D" MORTAR. THE DEPTH, WIDTH, AND THICKNESS OF THE MORTAR SHALL BE OF SUFFICIENT DIMENSIONS TO PROPERLY AND ADEQUAELY JOIN AND BED THE COMPONENT PARTS. PARSONS 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 AS -BUILT C� NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SH�ET DELETED BY: Date: 0/13 `,#� z R.E. Approv ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NO SCALE C -11 1 2 3 USERNAME => p0044870 ICU 08224 I � I � I � n(:N FII F =) (;:\F4 G,713 i -1(1-('v nrocc\GHT\Mt\IGT f1F T\4F77(lnnnll rinn EA 467701 00- o0- 0 N0-) 1 v Ln Ln rn N o\ u 11 0 w w F- F.- 0 0 J a w w a o� O 'O 1 �o x0 j O r,. •� �r ��1� � «`lig, s!. • aw I BORDER LAST REVISED 3/1/2007 EXISTING MANf46LE 1 rr -- - 1 o I I I `" — EXIS'T'ING MANHOLE #1 sC RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES E OkAX OR TOP OF EXGS PROPOSED AQ£-"--INSTAU MANHOU TCP OF MANHOLE H FRAME AND COVER rs_n n rs (SEE NATE IC) RELATIVE BORDER SCALE 0 TS TN INCHFS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 23 135 ty� 5/30/08 Q�yQFESS 10 REGISTER D IVIL ENGINEER DATE DAVID F2 ti SPEIRS June 17, 2008Z PLANS APPROVAL DATE � No. 44956 z � � THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.3/31 /10 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF OF CAll 1 O \P COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 SEWER NOTES: 1. GENERAL A. EXCEPT AS INDICATED HEREON OR ON THE PLANS, MANHOLES SHALL CONFORM T0: SPPWC 200, PRECAST CONCRETE SEWER MANHOLE AND SPPWC 203, BRICK SEWER MANHOLE. B. DIMENSION "D" SHALL BE THE SAME AS THE SIZE OF THE MANHOLE FRAME AND COVER TO USED. C. THE CONTRACTOR MAY REUSE THE EXISTING MANHOLE FRAME AND COVER, UNLESS DAMAGED DURING THE WORK OR WHEN OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS, ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH IDENTICAL NEW ITEMS AT NO EXPENSE TO THE AGENCY. D. EXISTING STEPS LOCATED WITHIN REMOVAL LIMITS SHALL BE REPLACED. WHEN THE REMOVAL OF EXISTING STEPS BEYOND THE MANHOLE REMOVAL LIMITS IS SHOWN ON THE PLANS, THE STEPS SHALL BE REMOVED TO A DEPTH OF 50m m (2") BEYOND THE INSIDE FACE OF THE BRICK MANHOLE AND THE HOLES SHALL BE FILLED WITH CLASS "D" MORTAR. 2, RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES A. PRECAST CONCRETE MANHOLES TO BE RAISED LESS THAN 75mm (31 MAY BE RAISED BY APPLYING CLASS "D" MORTAR TO THE TOP OF THE EXISTING MANHOLE, PROVIDED THE TOTAL HEIGHT OF THE MORTAR, EXISTING AND NEWLY APPLIED, DOES NOT EXCEED 75mm (3 B. WHERE THE PRECAST CONCRETE MANHOLE IS TO BE RAISED 75mm (3") OR MORE, OR WHERE THE TOTAL HEIGHT OF THE MORTAR, EXISTING AND NEWLY APPLIED, WOULD EXCEED 75mm (3"). GRADE RINGS SHALL BE UTILIZED. CLASS "D" MORTAR MAY BE USED FOR FINAL ADJUSTMENT, BUT NOT MORE THAN IN THE UPPER SEGMENT OF THE SHAFT BEING MORE THAN 750m m (30'') IN HEIGHT, REMOVE THE REDUCER AND THE UPPER SEGMENT OF THE SHAFT, INSTALL ADDITIONAL RINGS OR PIPE TO THE LOWER SEGMENT OF THE SHAFT, AND REINSTALL THE REDUCER AND GRADE RINGS AS REQUIRED, 3, REPLACEMENT OF BRICK REDUCER WITH PRECAST CONCRETE REDUCER AND SHAFT UNLESS OTHERWISE INDICATED ON THE PLANS, THE CONTRACTOR MAY INSTALL A PRECAST CONCENTRIC CONCRETE REDUCER, CONCRETE GRADE RINGS, AND CONCRETE PIPE IN LIEU OF RECONSTRUCTING A BRICK REDUCER, PROVIDED: A, THE MAXIMUM ID OF THE SEWER PIPE CONNECTED TO THE MANHOLE DOES NOT EXCEED 200mm (8"), B. THE CONTRACTOR SECURES PRIOR APPROVAL FROM THE ENGINEER TO INSTALL THE CONCENTRIC REDUCER ONTO THE MANHOLE SHAFT. THE ENGINEER MAY, AS PART OF THE INSTALLATION REQUIREMENTS, REQUIRE THE CONTRACTOR TO COAT THE INSIDE OF THE REDUCER, RINGS, AND PIPE WITH AN APPROVED COATING. C. THE CONCRETE GRADE RINGS, THE CONCRETE REDUCER, AND ANY CONCRETE PIPE SHALL BE JOINED TOGETHER AND BEDDED ONTO THE EXISTING BRICK MANHOLE WITH CLASS "D" MORTAR. THE DEPTH, WIDTH, AND THICKNESS OF THE MORTAR SHALL BE OF SUFFICIENT DIMENSIONS TO PROPERLY AND ADEQUAELY JOIN AND BED THE COMPONENT PARTS. PARSONS 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 AS -BUILT C� NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SH�ET DELETED BY: Date: 0/13 `,#� z R.E. Approv ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NO SCALE C -11 1 2 3 USERNAME => p0044870 ICU 08224 I � I � I � n(:N FII F =) (;:\F4 G,713 i -1(1-('v nrocc\GHT\Mt\IGT f1F T\4F77(lnnnll rinn EA 467701 00- o0- 0 N0-) 1 v Ln Ln rn N o\ u 11 0 w w F- F.- 0 0 J a w w a o� O 'O 1 �o x0 j O x x 0 U) W Iz J w z 0 n z � w a z o a z 0 v .1 2' CURET RETURN VARIES R=PER PLANS BACK OF CURB FLOWUNE-VARIES DUE TO GRADES EXPANSION JOINTS FLOW LINES A } A EXPANSION JOINTS_ / PLAN 1/4" EXPANSION JOINT NOTES: I. 8' CROSS GUTTER IS USED FOR LOCAL STREETS. I I I 2I I STANDARD CURB & GUTTER R=PER PLANS EXPANSION JOINTS 1/4' EXPANSION JOINT 2. FOR NON SIGNALIZED INTERSECTIONS (DESIGN IS REQUIRED ON PLAN). 3. SEE SHEET 2 FOR SECTIONS �a QW< FESS/pyq` AP ROVED BY: � c4�© S4ye, a No. 51152 �° CITY ENGINEER DATE RICARDO SANDOVAL * SXP.9?30107 CIVIL REVIEWED BY: DC? �T9TF OF CALiF4��\Q REVISION NUMBER: BORDER LAST REVISED 3/1/2007 CITY OF FONTANA CROSS GUTTER (STD.) 071t0/06 STD. PLAN NO. 403 ISHT1 OF 2 RELATIVE BORDER SCALE TS TN TN(HFC aO R=1 L- 00 I SECTION B -B WIDTH VARIES 8' TO 10' 4 4 SECTION A -A N.T.S. �o Qgpf ESS;OHg7 LAPROVED BY: S4y�°`9Fy�� W l Cl�rto IR.c No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL. ';XP.9I30i07 VIL REVIEWED BY: D� �rgrF OF `CAI��REVISION NUMBER: 0 I a a CITY OF FONTANA CROSS GUTTER (STD.) STD. PLAN NO. 403 SHT 2 OF 2 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 24 135 d� 5/30/08 QR0FESSLOh REGISTER 0 IVIL ENGINEER DATE �0 4� DAVID �2 SPEIRS z June 17, 2008 0 44956 m PLANS APPROVAL DATE No. Exp 3/31/10 THE STATE OF CAL IFORNIA OR ITS OFFICERS CIVIL \P OR AGENTS SHALL NOT BE RESPON5I9L E FOR sf THE ACCURACY OR COMPL ETENE55 OF EL ECTRONlC qrP OF CAL 1F C010/E5 OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 PARSONS 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 AS -BUILT o CL ❑ NO CHAN.,[S ON THIS SHEETC\j o ❑ CHAAGES AS NOTED ON THIS SHEET � Ln .. ❑ THiS SHE,/ET DELETED N gY 1_j:&A11Ak 0 N Date: 11 II R.E, Approval: o 0 W w F- 0 0 0 J J uj ALL DIMENSIONS ARE IN FEET o UNLESS OTHERWISE SHOWN o 0 0 CONSTRUCTION DETAILS N �o NO SCALE C-12 a 0 1 2 3 USERNAME =>p0044870 ICU 08224 I I fl(;N FIIF _)r: \F4F71� 1-1(1-f'vnracc\CNT\MNCT f1FT\/F77(lnnn19 rinn EA 467701 X. x r4 0 > w m cn O > W W N > W w It: a 0 I a 0 z Q In 0 No LL Q U om m �o 0 aw w Z 3: c') w U � v1 > aw w U c� D O LL] vi Cr J W a z n O UO z 0 z Q a r-) J z O U I 0 z w CC Q tZ w D i Q Z tY 0 LL x J Q U li 0 w V CURB RETURN RADII INTERSECTION OF: z MINIMUM RADIUS: LOCAL STREET AND LOCAL STREET 0 LOCAL STREET AND COLLECTOR STREET 30' COLLECTOR STREET AND COLLECTOR STREET 35' x SECONDARY ABOVE 35' ANY TWO ESTABLISHED TRUCK ROUTES 50' Q 5/30/08 REGISTER D IVIL ENGINEER Q�koFFSS10 DATE DAVID �2 SPEIRS " June 17, 2008 0 44956 z m PLANS APPROVAL DATE I�7 A z THE STATE OF CAL /PORN/A OR TTS OFFICERS C I V I L Q THE ACCURACY OR COMPLETENESS OF ELECTRON/C OF CAL 1F COPIES OF THIS PLAN SHEET. PARSONS CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE I 0 z w CC Q tZ w D i Q Z tY 0 LL x J Q U li 0 w V CURB RETURN RADII INTERSECTION OF: LENGTH (L) SIDEWALK MINIMUM RADIUS: LOCAL STREET AND LOCAL STREET 25' LOCAL STREET AND COLLECTOR STREET 30' COLLECTOR STREET AND COLLECTOR STREET 35' ANY STREET WITH A CLASSIFICATION OR SECONDARY ABOVE 35' ANY TWO ESTABLISHED TRUCK ROUTES 50' DEPTH OF RAMP "D" LENGTH (L) SIDEWALK 6" CURB FACE 8" CURB FACE .D" 7- 4'MIN. 9- 9 MIN. CURB ADJACENT SIDEWALK e — — ECR a�. °/2 OJ . • e <.' Je � 1' R .r • d • 3/4" O.C. \ �\� O i� Q a ,o L GROOVING DETAIL '� o; ��P O.C. N.T.S. v I NON -CURB ADJACENT SIDEWALK o, (EJ) BCR � RADIUS 7 FT. MIN. 1/2" EXPANSION JOINT (TYP) SEE GROOVING NO LIP AT FLOW LINE DETAIL -- { 4' MIN I�'D" SEE TABLE -1 27. 8.33�7o`My 6" P.C.C. RAMPS 520—C-2500 SECTION "A -A" N.T.S. 14101"6.0rLm MARKED CROSSWALK TOOL RADIUS 1/4 INCH I CO ° • �- 1/2 INCH EXPANSION JOINT (EJ) WITH FILLER MATERIAL NOTES: 1, RAMP SHALL HAVE A 12" WIDE BORDER ON FLAT SURFACE WITH 1/4" GROOVES APPROXIMATELY 3/4" O.C. AS SHOWN IN GROOVING DETAIL. 2. RAMPS SHALL HAVE TRANSVERSE BROOM FINISH TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK. 3. RAMP GRADES SHALL BE STAKED FOR INSPECTION PRIOR TO PLACEMENT OF CONCRETE. 4. MINIMUM CURB RETURN RADII SHALL BE PER TABLE SHOWN ABOVE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 5. CONCRETE THICKNESS SHALL BE 6 INCHES FROM ECR TO BCR UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, NOT TO SCALE L FESS/S��PROVE Y: CITY OF FONTANA L STANDARD CURB RETURN No. 51152 CITY ENGINEER p RICARDO SANDOVA:.. DATE ACCESS RAMP * EXP. 9130107 REVIEWED BY:-) 07/10/06 CIVIL f�gjF OF CA1 \i�'- P DATE OF LAST REVISION: STD. PLAN NO. 1003 SHT 1 OF 1 MINIMUM RAMP AT BACK OF LENGTH (L) SIDEWALK ROUTE 6" CURB FACE SHEET 8" CURB FACE "L" 6'-0" MIN. 8'-0" MIN. \\ /2 °/2 RETAINING CURB—\(; c . AT BACK OF SIDEWALK I;, w �3•�.1,..,• M.O. CURB ADJACENT SIDEWALK 1 �EJ) BCR 1/2 EXPANSION JOINT (TYP) RETAINING CURB AT BACK OF SIDEWALK _ A• MARKED CROSSWALK NO UP AT FLOW LINE — — 6'MIN. 2% 6" P.C.C. RAMP J 520-C-2500 SECTION "A -A" 3/4"O.C. SMP• . �I . f--, � •��- 1/4" (EJ) ECR GROOVING DETAIL N.T.S. CURB FACE GROOVED BORDER TOOL RADIUS 1/4 INCH A�'....' 1/2 INCH EXPANSION JOINT (EJ) WITH FILLER MATERIAL 6" TOOL mm RADIUS 1/4' ,: . RETAINING CURB NOTES: 1. MODIFIED ACCESS RAMP SHALL BE USED WHEN RIGHT OF WAY IS RESTRICTED. 2. ALL OBSTRUCTIONS SHALL BE REMOVED OR RELOCATED TO PROVIDE FOR A MINIMUM FOUR (4) FOOT CLEARANCE. 3. RAMPS SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER AS SHOWN IN GROOVING DETAIL, 4. RAMPS SHALL HAVE TRANSVERSE BROOM FINISH TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK. 5. RAMPS SHALL BE STAKED FOR INSPECTION PURPOSES PRIOR TO POURING CONCRETE. 6. CONCRETE THICKNESS SHALL BE 6 INCHES FROM ECR TO BCR. Q�OFESS/O AP OVED BY: SANp Fy W�\CQ, Op9l c� a No. 51152 ITY ENGINEER DATE RICARDO SANDOVAL * EXP. 9130107 * REVIEWED BY:� VIL �lgrF OF ICA1.1E��a\P DATE OF LAST REVISION: CITY OF FONTANA MODIFIED CURB RETURN ACCESS RAMP 07/10/06 STD. PLAN NO. 1004 TSFIT 1 OF 1 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15"73 25 135 5/30/08 REGISTER D IVIL ENGINEER Q�koFFSS10 DATE DAVID �2 SPEIRS " June 17, 2008 44956 z m PLANS APPROVAL DATE No. A Exp. 3/31/10 THE STATE OF CAL /PORN/A OR TTS OFFICERS C I V I L OR AGENTS SHALL NOT BE RE5PON5/B1 E FOR sT lP qTF THE ACCURACY OR COMPLETENESS OF ELECTRON/C OF CAL 1F COPIES OF THIS PLAN SHEET. PARSONS CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 J AS -BUILT NO CHANGES ON THIS SHEET a 0 ❑ CHANGES AS NOTED ON THIS SHEN ET ❑ THIS SHEET DELETED Ln ,• ,/ By: 11 AW, AW o n N Date:% 13 R.E. A pproval: 0 0 w w 00 J J iL d ALL DIMENSIONS ARE IN FEET o UNLESS OTHERWISE SHOWN z 00 CONSTRUCTION DETAILS �o NO SCALE C-13 a 0 BORDER LAST REVISED 3/l/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>pC044870 CU 08224 EA 467701 iC IN TNCHFS I I I I I I nrN FIIF=)r:[\F4F717 T-1n-r'vnragc\GNT\(Y1NCT F1FT\4F77nnnnl_� rinn x x x 16 .-. Ir om r m I SINGLE-FAMILY DWELLING OR DUPLEX 112 FT --24 FT MAX DETACHED GARAGE LOCATED IN REAR YARD FOR SINGLE FAMILY DWELLING 12 FT TWO --WAY TRUCK ACCESS FOR COMMERCIAL SITES 35 FT aw w J Z � D 0 L ' U J V7 > Q W LO U c� (r, 0 0 > W LZ Vl Q z 0 F_ U z LL z a J un z 0 U 01 DRIVEWAY APPROACH WITH CURB ADJACENT SIDEWALK STANDARD - 6" C.F. OR 8" C.F. 1" C.F. GUTTER FLOW LINE 2' 6.5' 2 4' w y 4W lx c� 0 m R.33% 2% 12% L 6" TYPICAL SECTION A -0.30' FOR 6"C.F. 0.47' FOR 8"C.F. ELEVATION R/W I TOP OF CURB 2' CONCRETE IN THE SHADED AREA SHALL BE AT LEAST 6" THICK. a SCORE LINE OR COLD JOINT. 0 GRADE BREAK LINES SHALL BE PRECISE AND STRAIGHT. SCREEDS AND/OR FALSE FORMS MUST BE USED TO ACHIEVE PRECISE CONSTRUCTION x a Q�OTESS/0 p AAPVED z Of C-1ND. 51152 '° YENGI R DATE RICARDO SANDOVAL o * EXP. 4130107 * REVIEWED BY: 7IL fJ CIVIL �4 w AIF OF CA0�REVISION NUMBER: Q d w D I Q Z O Li x Q U LL 0 w V NOT TO SCALE CITY OF FONTANA RESIDENTIAL / COMMERCIAL 1 INDUSTRIAL DRIVEWAY APPROACH WITH CURB ADJACENT SIDEWALKS z; I oroc STD. PLAN N0. 1001 SHT 1 OF 2 DRIVEWAY APPROACH DIMENSIONS LAND USE & DRIVEWAY TYPE SINGLE-FAMILY DWELLING OR DUPLEX 112 FT --24 FT MAX DETACHED GARAGE LOCATED IN REAR YARD FOR SINGLE FAMILY DWELLING 12 FT TWO --WAY TRUCK ACCESS FOR COMMERCIAL SITES 35 FT TWO-WAY TRUCK ACCESS FOR INDUSTRIAL SITES 40 FT NOTES: 1. A CONSTRUCTION PERMIT IS REQUIRED PRIOR TO CONSTRUCTION OF A DRIVEWAY APPROACH. 2. NO PORTION OF A DRIVEWAY APPROACH SHALL BE LOCATED WITHIN A CURB RETURN. 3. DRIVEWAY APPROACHES SERVING ADJOINING LOTS SHALL BE SEPARATED BY AT LEAST ONE FOOT OF FULL HEIGHT CURB. 4. WHEN A JOINT DRIVEWAY APPROACH IS PERMITTED, A RECORDED EASEMENT ALLOWING FOR MUTUAL ACCESS ON THE ADJOINING PROPERTIES IS RFOUIRED. 5. THERE SHALL BE AL LEAST 20 FEET OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVING THE SAM E LOT. 6. CONCRETE SHALL BE CLASS 520-C-3250. 7. INSTALL Y" EXPANSION JOINT FILLER AT LIMITS OF DRIVEWAY APPROACH. 8. WHEN A DRIVEWAY APPROACH IS TO JOIN AN ALLEY, THE DRIVEWAY APPROACH AND THE ALLEY SHALL BE CONSTRUCTED TO ALLOW FOR PROPER DRAINAGE. �Q Q�,pfESSlpyq� � ,p4SgyQOG Fyc/ citNo. 51152 hAH. 91=07 �lAIF OF CA0bR�\R ED BY; CITY ENGTNEER DATE RICARDO SANDOVAL REVIEWED BY - REVISION NUMBER: CITY OF FONTANA RESIDENTIAL 1 COMMERCIAL I INDUSTRIAL DRIVEWAY APPROACH WITH CURB ADJACENT SIDEWALKS STD. PLAN NO. 1001 1 SHT 2 OF 2 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 26 135 5/30/08 QROFEss oN REGISTER D IVIL ENGINEER DATE �0 q� DAVID SPEIRS June 17, 2008Z � No. 44956 A PLANS APPROVAL DATE 3/31/10 Exp. THE STATE OF CAL IFORNIA OR ITS OFFICERS CIV 1 L `P OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr THE ACCURACY OR COMPLETENESS OF ELECTRON/C qTE pF �A�1Fo�� COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 AS -BUILT ❑ NO CHANGES ON THIS SHEET ❑ CHANGE'S AS NOTED ON THIS SHEET ❑ THIS SHE TT DELETED By: f:% 14 ft Date: 13 R.E. Approval ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN CONSTRUCTION DETA NO SCALE BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 I CU 08224 EA 467701 S TN TNrHFC I i I i I i nnNI FTI F -) r!\F4F71-� T-In-rvnragc\GNT\rr1NIGT nFT\QF77nnnn14 rinn W zo o O ILS (D C-14 aO O x x Dist COUNTY ROUTE POST MILES ISHEETI TOTAL TOTAL PROJECT I No. SHEETS WATER POLLUTION CONTROL NOTES: 08 SBd 10 15.73 27 135 ., 1. SILT FENCES SHALL BE PLACED BETWEEN DISTURBED EARTH 5/30/" AREAS AND NON -DISTURBED OFF-SITE .... "ARI=AS DOWNSTREAM. REGISTERED CIVIL ENGINEER DATE OS eR°FEss,aNq< . w�o ANTICIPATED LOCATIONS OF SILT FENCE ARE aSHOWN ON THE ' o ICHARD S PLAN. Mt m _....._ JUN 17 R BOTTCHER z D .. .. ., € 47080 .. .,.. c 2. WHERE REQUIRED, SILT FENCES SHALL._R-E :;PLACED 1 FT v J "' rHE srASE o PRo�iFORNDAOR /rs oFF/cERs Exp12/ G v :' .. ^ ,.�..�. Sp4 CIVIL / \P INSIDE ROW /EASEMENT BOUNDARIES. Hood �HE ACCURACYAOR COMPZZ NOT �ETENES� OF ELECOR AOf TRON/C Te OF CAL 1F°�N = o COP/ES OF TH/S PLAN SHEET. _ ? Q 3. IN SOME CASES SILT FENCES MAY BE REQUIRED: 70 (JE.L.IRLE.dTE w CITY OF FONTANA p pRS INLAND EMPIRE B W THE WORK AREA PROTECTING FEATURES TO REMAIN (EG TREES). W •.. , a353 SIERRA AVENUE I LVD, o ° o D� FONTANA, CALIFORNIA 92335 SUITE B-120 r w .. ONTARIO CALIFORNIA 91764 o > 4. DRAIN INLET PROTECTION SHALL NOT BE PLACED ON THE u, w w '€ ti ; .. FREEWAY SHOULDER OR OTHER PUBLIC ALLY TRAVELED Y Q _ w SURFACES WITHIN CALTRANS CITY R/W,:.'UNLESS SEPARATED FROM w Z_ o LIVE TRAFFIC BY CONSTRUCTION BARRIER (TYPE K). -' W > « 5. PLACEMENT OF TEMPORARY CONSTRUCTION ENTRANCES ... .•AND 0= CONCRETE WASHOUT AREAS ARE APPROX#0 MATE, ONLY J N ORIENTATION WILL DEPEND ON FIELD CONDITIONS. "'"" " `""""""" m _ D:. 00 C i 0 3 �� ................ - _ , CITY (/_ CITY R/W_ _ . ,. =s=�_� [Ilo tee" • u n WA `'®-�®®� *! ,emom ETA , WA* I,N �:L I �. �_ v-- --- — __ rte® Mel ����ar���®ter-s�NWNIINIM_ OR= ..... ........ �w 11 r�,��_�arrasrrrr�.-r ®�����tiA®®��.� s///11I♦ST:�rr•� • • • NNNN � ii[� ----- R.E. Approval• - ////,TFR////. TEMPORARY FIBER ROLL (PER CTSP T56) -LL ........... ....... �W Bid TEMPORARY CONSTRUCTION"'E'N-RANGE MR CTSP "T5&) ET 00 J - - - - a z p o o = WPO. 1'; fl CHG S A&NOTEDONTHI SHEET ----- o O 00 fl)co� -----_ __ .•... xx—TSF—xx TEMPORARY SILT FENCE (PER CTSP T51 ; ... . _.,._.. l _ > 0 o TEMPORARY CONCRETE WASHdUf FACILITY_ (PER_•CTSP.... .T59) AW LINE z = _ 0 :CITY p ; ... J- '., - .�., •. .. • . ..._ : ....... Q..........•...•• No •.•.•.., o � r m - o : _ a s � LO O N o WATER POLLUTION CONTROL LEGEND: ..............•..• _.•:,.....': LIJm - ° :A -BUILT R.E. Approval• u ////,TFR////. TEMPORARY FIBER ROLL (PER CTSP T56) W ........... ....... �W Bid TEMPORARY CONSTRUCTION"'E'N-RANGE MR CTSP "T5&) ET 00 J .......• ' ''": aNCHA(E0NTHISSHEi a Q u.. ,u to J o o = WPO. 1'; fl CHG S A&NOTEDONTHI SHEET o O 00 fl)co� .•... xx—TSF—xx TEMPORARY SILT FENCE (PER CTSP T51 ; ... . _.,._.. DE ETE O THIS S ET CPOcb TEMPORARY CHECK DAM (TYPE 2 CTSP.,....T.5.Z) ,PER :.... •. 0 o TEMPORARY CONCRETE WASHdUf FACILITY_ (PER_•CTSP.... .T59) R.E. Approval• u ^ u W W �W Bid TEMPORARY CONSTRUCTION"'E'N-RANGE MR CTSP "T5&) ? 00 J .......• ' ''": a a s.....• .................... u.. ,u to J o TEMPORARY DRAINAGE INLET PROTECTION PER D•E•TALL SHT WPO. 1'; .. .. .- LL.. . _.,._.. x c CPOcb TEMPORARY CHECK DAM (TYPE 2 CTSP.,....T.5.Z) ,PER :.... •. 0 o TEMPORARY CONCRETE WASHdUf FACILITY_ (PER_•CTSP.... .T59) R.E. Approval• u ^ u W W �W 00 J � a a ALL DIMENSIONS ARE IN FEET o UNLESS OTHERWISE SHOWN o 0 TEMPORARY WATER POLLUTION CONTROL PLANo N THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. SCALE: 1 -50' WPC_1 a o TIVE BORDER SCALE 0 1 2 3 USERNAME=>p0020629 BORDER LAST REVISED 3/1 /2007 RELATIVE IN INCHES I 1 1 1 1 1 1 �DGN FILE => g:\646713-1-10-cypress\sht\wpc\46770gbOOl.dgn IS 08224 EA 467701 x N x I >- c� co Ld F- 0 <LJ -J Z (-D -jL0 < Lu U o >- cc 0 LLJ m�: w > Ld 0 0 + u (D V) LU LLJ LAJ a-, 0 a CITY R/W PO V) IVOWS m L4r) u' ) 0 , Ajj O .............. Distj COUNTY ROUTE LLJ anr_r_i Ld C4.......... a_ N ui cu) ALL DIMENSIONS ARE D V) cr In F- 7 T co W1 ............... ........ - .......... .......... ....... . ...... < LLI z a_ TOTAL PROJECTINo. LD V) CITY R/W .......... cr0 u 0 1 4 N 3 5 . :::lAVE 2L iS d6 rn - > SBd 10 15.73 128 135 Q ................ ............ CITY 0 0 C> x cr- ............... Lncl. ..... ... -Oct ......... -BUILT MENEM S. NO CHANGES + a CITY R/W PO w ! IVOWS MEET ET LEET C1 THIS SLiEET -k!EET L ED fiv-Die u' ) 0 , Ajj O .............. Distj COUNTY ROUTE " "a anr_r_i MAL C4.......... UPRR . ........ W W ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE 7 T co W1 ............... ........ - .......... .......... ....... . ...... 4+ 0 I I TOTAL PROJECTINo. SHEETS Qf 46 CITY R/W .......... cr0 > n: . ...... 04 1 4 N 3 5 . :::lAVE 2L iS d6 rn - 08�08 SBd 10 15.73 128 135 X ]MINE L ................ ............ ....................... Z. 0 oil 5 t cm i '2.U� "I T 10111!I]COM .... ... ..................... C> L ........ ... ......... ...... ........ . . rL Y t a K I 4 —............. ........... 44 0 C5 ........... 5/30/08 41 095...... l T N -1 T Z FESS 10 J -1 0 ..... ...... REGISTERED CIVIL ENGINEER DATE NONE �—�ME I L GON MOOREam— ......... —.wM2A �7W3 .. ........... ICHARD rn— i ............... t co BOUCHER x J%. ............... L o 47080 rn t l%. PLANS APPROVAL DATE U, OG NO. CID C> 12/31/0 t .. .......... Exp 7HL 4 TL S'T OF CALIFORNIA OR IT5 OFFICERS' i p ...... ......... OR AGfNT5 5HALL NOT BE Rf 7L f FOR Ip ci IL -5PON512 V "4 if A CCURA C tv OR COW IF 7tNZ-S5 OF EZ ZFC OF IF 10 j P.? 0 "'T ....... 0 COPIES 04- T1115 PL AN SHEET. CAL -L- so w PARSONS a z ........ . ........ ... .. . ............ CITY OF FONTANA 3602 INLAND EMPIRE BLVD, w z w err 8 353 S I A ERR SUITE B-120 w ........ . FONTANA, CALIFORNIAAVENUE 92335 ONTARIO, CALIFORNIA 91764 .-o .......... .......... .... . 4 .............. ..... 01 . ...... w w w q ASPH TOYON AVE ...... all I L . ........ ........ .................. ..... 31 ..... 0 W................ 't T ...... ........ > ............ < cr- 01 1 0 ......... t .... ........ ...... . ..... 71- Ti- uj E $ 0� 0 ............ ..... . - .. .... ..... ... . ...... I, T, +✓ I? - 7 .......... . ... .... ............. .5, :L El . o ........ CITY 0 0 C> x cr- ............... Lncl. ..... ... -Oct ......... -BUILT MENEM S. NO CHANGES + a CITY R/W PO w ! IVOWS MEET ET LEET C1 THIS SLiEET -k!EET L ED fiv-Die u' ) 0 , Ajj O .............. W ........... 00 ..................... C4.......... UPRR . ........ W W ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE 7 T co W1 ............... ........ - .......... .......... ....... . ...... 4+ 0 ji ... Cc) Qf 46 CITY R/W .......... cr0 > n: . ...... 04 1 4 N 3 5 . :::lAVE 2L iS d6 rn - 0 ................ T, T X ]MINE L ................ ............ ....................... Z. oil 5 t cm i '2.U� "I T 10111!I]COM .... ... ..................... C> L CITY 0 0 C> x cr- ............... Lncl. ..... ... -Oct ......... -BUILT MENEM S. NO CHANGES + In 0 [I CHANGES AS w ! IVOWS MEET ET LEET C1 THIS SLiEET -k!EET L ED fiv-Die u' ) 0 , -11' T W R.E. Approv 00 ..................... -J _j a. a. UPRR W W ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN I W1 ....... . ...... 4+ 0 ji ... Cc) Qf 46 .......... cr0 04 iS d6 rn - 0 ................ T, X ]MINE L ................ ............ ....................... Z. oil 5 t cm i '2.U� "I T 10111!I]COM .... ... ..................... C> ........ ... ......... ...... ........ . . rL Y t a K I 4 —............. .................. 44 0 C5 41 095...... N -1 T Z J -1 0 ..... ...... NONE �—�ME I L GON MOOREam— —.wM2A �7W3 CITY 0 0 C> x cr- ............... Lncl. ..... ... -Oct ......... L BORDER LAST REVISED 3/1/2007 A -BUILT co 0 U-) C) lv S. NO CHANGES + In 0 [I CHANGES AS OTED ON THIS SHEET C\i 0 MEET ET LEET C1 THIS SLiEET -k!EET L ED fiv-Die u' ) 0 , -11' T W R.E. Approv 00 ..................... -J _j a. a. UPRR W W ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN rn ....... . ...... 4+ 0 ji ... Cc) 0 .......... cr0 04 rn - 0 ................ T, z ................ ............ ....................... Z. "I T 4- .... ... ..................... C> ........ ... ......... ...... ........ . . rL C) —............. .................. 44 0 C5 41 095...... N -1 T Z J -1 0 ..... ...... L BORDER LAST REVISED 3/1/2007 A -BUILT co 0 U-) C) lv S. NO CHANGES + In 0 [I CHANGES AS OTED ON THIS SHEET C\i 0 MEET ET LEET C1 THIS SLiEET -k!EET L ED fiv-Die u' ) 0 , Date:W W R.E. Approv 00 -J _j a. a. ... ............. ........... qz W W ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN rn 0, 0 ji co cr0 0 T, z H� zwii ....................... Z. .... ... ..................... aq .......... rL 0 .................. -+1- 4- 095...... N V) ........... J -1 ..... ...... rn— ............... co x 0 0 CID C> t L BORDER LAST REVISED 3/1/2007 A -BUILT co 0 U-) C) lv S. NO CHANGES N THIS SHEET00 In 0 [I CHANGES AS OTED ON THIS SHEET C\i 0 MEET ET LEET C1 THIS SLiEET -k!EET L ED fiv-Die u' ) By. , Date:W W R.E. Approv 00 -J _j a. a. W W ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN 0 2 0 ...................... .. .... TEMPORARY WATER POLLUTION CONTROL PLAN 0 THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>p0020629 IS IN INCHES I I I I I j �DGN FILE => g:\646713-i-10-cypress\sht\wpc\46770gb002.dgn SCALE: 1"=50' WPC -2 < �o CU 08224 EA 467701 I x 0 > w C0 co o > w W V) 0� > w Lu I- < 0 x L LL O z w Q d W 0 I ali Z O LL_ MEP ..........el .............. CITY I } } t t_ om m TOTAL w �-o 0 _. .. aw w 08 __ Z 3� 1f• = U' t W > , ';/' 1 5/30/08 Cha ^^ c� :Cil/ J V) > Q W W 4 UD � x 0 0 Q o _ CITY...,R./..W..::... Z a Exp12/31/09 L LL O z w Q d W 0 I ali Z O LL_ MEP ..........el .............. CITY ' c t t_ P05T MILES 3 TOTAL w U TOTAL PROJECT _. .. J Q W 08 z a 1f• = o N > , ';/' 1 5/30/08 Cha ^^ c� :Cil/ z 0 Lill J 4 TCE.......... I— Q o _ CITY...,R./..W..::... Z a Exp12/31/09 o -- OR AGENTS SHAL L NOT BE RESPONS/BL E FOR ST TF J THE ACCURACY OR COMPLETENESS OF ELECTRONIC �F CAL IV COPIES COPIES OF THIS PLAN SHEET. J{ U N PAR50N5 _ CITY OF FONTANA C CITYSIERRA Z = -. O FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 L LL O z w Q d W 0 I ali Z O LL_ MEP ..........el .............. CITY ' c t t_ P05T MILES 3 TOTAL TOTAL PROJECT _. .. :' LL 08 .. .... .....................�: 10 1f• = 29 135 > , ';/' 1 5/30/08 Cha ^^ c� :Cil/ QROFESS10ry REGISTERED CIVIL ENGINEER DATE 4� Lill J 4 TCE.......... U 47080 m N o _ CITY...,R./..W..::... Exp12/31/09 o -- OR AGENTS SHAL L NOT BE RESPONS/BL E FOR ST TF THE ACCURACY OR COMPLETENESS OF ELECTRONIC �F CAL IV COPIES COPIES OF THIS PLAN SHEET. J{ U N PAR50N5 _ CITY OF FONTANA C CITYSIERRA 3602 INLAND EMPIRE BLVD, = -. SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 1- t~/1 75 76. ,.::: 77 w Ll 2 Z J w 2 �' w Ulx = LaJ n •' •: F.. ---_-- -----' ---- -- ------------ CITY R/W O U r u = e L ................ ' COUNTY ROUTE P05T MILES SHEET1 TOTAL TOTAL PROJECT I No. ISHEETS 08 SBd 10 15.73 29 135 ';/' 1 5/30/08 Cha ^^ c� :Cil/ QROFESS10ry REGISTERED CIVIL ENGINEER DATE 4� �0 J I CHARD Si- BOTTCHER z U 47080 m N 9 ?ESS 0 AVE 81 RELATIVE BORDER SCALE 0 1 2 3 RELA BORDER LAST REVISED 3/1/2007 IS IN INCHES I i I I I i I "C" Line 3 8.4 AS -BUILT Jd NO CHANGES ON THIS SHEET Cl CHANGES AS NOTED ON THIS SHEET ❑ THISEET DELETE P, (' n rcl e �rr R.E. owr_ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1 11=50' WPC -3 USERNAME =>p0020629 CU 08224 EA 467701 DGN FILE => g:\646713-i-10-cypress\sht\wpc\46770gb003.dgn pq co O N O U") N•• \ m rn O N \ O Ln � n II II O p w w r r r r 00 J J CL a LU w r � Q o r �o 'o n 1 J OC =O J o Dist COUNTY ROUTE P05T MILES SHEET1 TOTAL TOTAL PROJECT I No. ISHEETS 08 SBd 10 15.73 29 135 ';/' 1 5/30/08 Cha ^^ c� :Cil/ QROFESS10ry REGISTERED CIVIL ENGINEER DATE 4� �0 I CHARD Si- BOTTCHER z U 47080 m PLANS APPROVAL DATE orNo. z Exp12/31/09 THE STATE OF CAL IFORN/A OR JTS OFF/GFRs CIVIL OR AGENTS SHAL L NOT BE RESPONS/BL E FOR ST TF THE ACCURACY OR COMPLETENESS OF ELECTRONIC �F CAL IV COPIES COPIES OF THIS PLAN SHEET. PAR50N5 CITY OF FONTANA C CITYSIERRA 3602 INLAND EMPIRE BLVD, AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 3 8.4 AS -BUILT Jd NO CHANGES ON THIS SHEET Cl CHANGES AS NOTED ON THIS SHEET ❑ THISEET DELETE P, (' n rcl e �rr R.E. owr_ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1 11=50' WPC -3 USERNAME =>p0020629 CU 08224 EA 467701 DGN FILE => g:\646713-i-10-cypress\sht\wpc\46770gb003.dgn pq co O N O U") N•• \ m rn O N \ O Ln � n II II O p w w r r r r 00 J J CL a LU w r � Q o r �o 'o n 1 J OC =O J o X X N } w CO U� o > ww v7 � > w w Cf a I>- >_ o CO m 1-0 r-) aw w JZ -3: U U W J In > aw w UD X rr O 4 to 6 Sidewalk or () 0 INTERVAL BETWEEN BARRIERS ( ft) Shoulder Backing 75 F_ CL SHEETS X w 10 Curb or Dike o N 5/30/08 ?,OFFSS10 a Ld ICHARD S n BOTTCHER o 0 47080 Z - z � Uj NO. > THE STA TE OF CALIFORNIA OR ITS � Exp � OFFICERS CIVI L a Q Z a o PARSONS J 3602 INLAND EMPIRE BLVD, 8353 AVENUE SUITE B-120 U) ONTARIO, CALIFORNIA 91764 0 U Stack y. for spillway and 2- I ayers high for remaining barrier PERSPECTIVE Drainage Inlet at sag or low point Curb or Dike Do FLOW \--Sp'i I I ways Edqe of Traveled Way Gravel Bag Barriers placed to intercept runoff from converging directions FLOW E ROADWAY I PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) "lace additional bags on top of urb and upstream of Gravel Bag arrier to prevent over topping. Q Z 0 LL X J Q U C) -o w N V BORDER LAST REVISED 3/1/2007 q Interval (See Table) TYp GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) z 4 to 6 Sidewalk or 18 to 10H105 0 INTERVAL BETWEEN BARRIERS ( ft) Shoulder Backing 75 F_ 25 SHEETS X Z 10 Curb or Dike 30 Q 5/30/08 ?,OFFSS10 REGISTERED CIVIL ENGINEER Drainage Inlet ICHARD S BOTTCHER June 17, 2008m 0 47080 Z CL PLANS APPROVAL DATE Uj NO. z THE STA TE OF CALIFORNIA OR ITS � Exp � OFFICERS CIVI L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr tiP gr6OF Q ELECTRONIC CAL IV COPIES OF TH/S PLAN SHEET. PARSONS Q Z 0 LL X J Q U C) -o w N V BORDER LAST REVISED 3/1/2007 q Interval (See Table) TYp GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) ~ 4 to 6 Sidewalk or 18 to 10H105 o INTERVAL BETWEEN BARRIERS ( ft) Shoulder Backing 75 50 25 SHEETS 08 Z 10 Curb or Dike 30 w 5/30/08 ?,OFFSS10 REGISTERED CIVIL ENGINEER Drainage Inlet ICHARD S BOTTCHER Q Z 0 LL X J Q U C) -o w N V BORDER LAST REVISED 3/1/2007 q Interval (See Table) TYp GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) 1 to 4 4 to 6 16 to 8 18 to 10H105 + INTERVAL BETWEEN BARRIERS ( ft) 100 75 50 25 SHEETS nsta I I gravel -filled bags flush gainst curb or dike face. Trench and embed erosion — control blanket or Qeotextile fabric in trench adjacent to drainage inlet Flow onstruct Gravel Bag Barrier y tightly abutting gravel -filled ags to eliminate gaps and voids Extend as necessary to force pomded runoff over spillway instead of out flanking around end of barrier. End of Gravel Bag Barrier iFLOW 4' f rom Edge of 6' M i n Travelled Way (Min) as ROADWAY 0 PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BARRIER) Drainage Inlet SECTION A -A Erosion Control Blanket or Geotext i l e Fabric Construct Gravel Bag Barrier by stacking gravel -filled bags 2 layers high Flow Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15°73 30 135 5/30/08 ?,OFFSS10 REGISTERED CIVIL ENGINEER DATE woe Na<' �2 ICHARD S BOTTCHER June 17, 2008m 47080 Z PLANS APPROVAL DATE Uj NO. 12/31/09 THE STA TE OF CALIFORNIA OR ITS � Exp � OFFICERS CIVI L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr tiP gr6OF THE ACCURACY OR COYPLETZ-NZ-55 OF ELECTRONIC CAL IV COPIES OF TH/S PLAN SHEET. PARSONS CITY OF FONTANA C CITYSIERRA 3602 INLAND EMPIRE BLVD, 8353 AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 Staple 1. Place safety cones adjacent to drainage I nlet protection. 6°0" x 6.0" Trench 2. Dimmensions may vary to fit field conditions. t- 31110 - Sheet Flow 0 `Sh � o PLAN ; �r o� TEMPORARY DRAINAGE INLET PROTECTION (TYPE 313) (GRAVEL BAG BARRIER) 3. Install a minimum of 3 grovel bag barriers upstream of each drainage inlet to be protected. 4. Position erosion control blanket or geotextile fabric at edge of concrete apron and secure in trench. 5. Erosion control blanket/geotextile fabric single layer is not required if the area adjacent to ed bags. the drainage inlet is vegetated or paved. inage Inlet Icrete apron present, See Note 4) Construct Gravel Bag Barrier by tightly abutting gravel -filled bags to eliminate gaps and voids 2.0" Flow cure Erosion Control anket or Geotext i I e bric with Staples ee Note 5) 0 ge of Erosion Control 0� onket or Geotext i l e Fabric if 0.12" Dia. Steel wire STAPLE DETAIL AS -BUILT 00:2 �NO CHANGES ON THIS SHEET 0 0 ❑ CHANGES AS NOTED ON THIS SHEET `n N Ln ❑ THIS SHEET DELETED o By: o Dere: R.E. Approv o 0 UJ w 00 J J CL0- UJ ALL DIMENSIONS ARE IN FEET o UNLESS OTHERWISE SHOWN o 0 TEMPORARY WATER POLLUTION CONTROL DETAILS NO SCALE WPCD-1 0 0 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 GU 08224 EA 467701 iS IN TNCHF� I I I n(:N FIIF =) n:\F;4F71� i-in-rvnra¢c\ch+\umr\46,77rnrnr)1 rinn 0 r w C2 cn > W w In rr > W W Elf Q J Q 0 Z Q N 0 0 o- a U I} } �m m H c� c� Q Z U CD LLI L. J un > QW w Uo � I- x O V) rr LLI (n LL J L I..I Q O [l z o � Q Z Q a J Z O U z o_ x F— Q 0 cn z Q iz l— li 0 z w Q CL W D I Q Z 0 Iy x J Q U L� -o w F 101 BORDER LAST REVISED 3/1/2007 Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 15°73 31 135 d� 5/30/08 Rp F E S S /0 REGISTER D IVIL ENGINEER DATE oe N4� DAVID F2 s rn SPEIRS June 17, 2008 0 44956 m PLANS APPROVAL DATE z No. Exp.3/31 /10 � THE STATE OF CAL IFORNIA OR ITS OFFICERS OR ACENT5 SHALL NOT BE RESPONSIBLE FOR sl4 CIVIL ,p THE ACCURACY OR COMPLETENESS OF ELECTRON/C rF of AL tFa�� COPIES OF THIS PLAN SHEET. CITY OF FONTANA PARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, SUITE B-120 FONTANA, CALIFORNIA 92335 U ONTARIO, CALIFORNIA 91764 o co t - ° t [ ` C 1 � L�-- J TCE CITE R /W n CITY RfW c\`, i _�-- ---- -- e µ CI r Q m _ — T. ----------------- 0 _ ____ ____ ____ ______ _ _ ___ ___ _ ------------ ___ o (V - _ - -----_-+CD O Q KF o ' 0 - 51 C.YP ESS AWS 5-5_ 5 C ` Line 57 y 5 5� N w ._.. ___ . / 2 5 3 4_..... w s- L`' o z w--- - LLJ -------------- - - -- -- -T- - - -- - - -- --- --- " ---- `�----- -- __ _- - 4 u N }Y P __. t :__ i ALLEY�r N— - - = - ------------ _ CITYL.d - R/W % o _ Ln _ cv CITY R/W Lf) a TCE w O RELATIVE BORDER SCALE 0 1 2 3 USERNAME => p0044870 CU 08224 EA Q TS TN TNCHFC I I I I I nrN FTI F =) n°\t;4F711 i-1n-rvnracq\ch+\nrnrii inn\4F77nhnnr)l rinn , I Ln - x Q - L - J AS - g 0 L co :2o n • m � NO CHANGES ON THIS SHEET 0 ❑ ,C iANCES AS NOTED ON THIS SHEET r °° Ln 8 INT 0..,THiS SHEET DELETED Ln u'UY% L M vDare: v 9 I, 11 � R.E. Approval: ow o w ,..... '. O J J - <° co ALL DIMENSIONS ARE IN FEET Ld Lj o UNLESS OTHERWISE SHOWN Z o CONTOUR GRADING o THIS PLAN ACCURATE FOR CONTOUR GRADING ONLY, G -1 SCALE: 1 =50 a O (D RELATIVE BORDER SCALE 0 1 2 3 USERNAME => p0044870 CU 08224 EA 467701 TS TN TNCHFC I I I I I nrN FTI F =) n°\t;4F711 i-1n-rvnracq\ch+\nrnrii inn\4F77nhnnr)l rinn Kq 0 r w m v> 0 > w w In Q� > w w F f a 0 x Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT I No. ISHEETS 08 SBd 10 15.73 32 135 L x 1— Q F— cr O CL to Z Q LL - O H Z W crQ QLAJ- I Z O LI_ LO > W lJ� NO BORDER LAST REVISED 3/1/2007 Z--�-_- W i (V: --- �� CITY O 5/30/08 __ ---_---------- �_---_-_ ----------- Z REGISTER IVIL ENGINEER DAT a� ::; N -------- ------- --_ = ; - ; V) DAVID F2 ` :°; { ^ _ :' C : _ L SPE JUN 1 Y 2nnq Z 0. O o ---�---- ----' = W44956 m ° 1 Q .... PLANS APPROVAL DATE a No. U a Exp•3/ 0 .. je THE STATE OF CAZIf RS '`•z -f `: C R A 6Z I I Lo�� : ; . : : '. :. LE01 - =� : € - is °-... ,r , r.....; - _ ...... 4T �HE ACCURACCY OR COMPLETENESS OF EL �RON/C OF pE lF t0 F 1 I I I E :1 1 t _ Poop : o : COP/ES OF THIS PL AN SHEET. 110 o `..R,/W- N 00 6 � J CITY PARSONS (n j ....... s,. w CITY OF FONTANA 3602 INLAND EMPIRE BLVD, LncNi 8353 SIERRA AVENUE SUITE B-120 o _ - N _. =ri � ,x _ :'rte m •_ FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 L x 1— Q F— cr O CL to Z Q LL - O H Z W crQ QLAJ- I Z O LI_ LO > W lJ� NO BORDER LAST REVISED 3/1/2007 Z--�-_- W ------- ----y-- -- _ rE _ R/W 4 + --- �� CITY O __ ---_---------- �_---_-_ ----------- Z 1IIIOI -------- ------- --_ Q � - V) a f U ^ o :' C ------ -----. .:. - 0 Z 0 ---�---- ----' IY Q U L x 1— Q F— cr O CL to Z Q LL - O H Z W crQ QLAJ- I Z O LI_ LO > W lJ� NO BORDER LAST REVISED 3/1/2007 Z--�-_- W ------- ----y-- -- _ rE _ R/W 4 + --- �� CITY __ ---_---------- �_---_-_ ----------- 1IIIOI -------- ------- --_ - U ^ r 7T 1T Ill -T 17 - - 11 ---- --- ----� ------ -----. .:. - r. ... ..r... .,r r Z 0 ---�---- ----' IY LE01 - =� .._...:! 1 I I I E :1 1 6 cSi 110 o `..R,/W- 6 � J CITY (n j w W LncNi -- -- o` •i# tit tiy. �'. Q' . - L x 1— Q F— cr O CL to Z Q LL - O H Z W crQ QLAJ- I Z O LI_ LO > W lJ� NO BORDER LAST REVISED 3/1/2007 50M 00 W W H F 00 J J a o- w w a0 1- O w O G_/� I L a O J O 4 + 1IIIOI - M « ..r,.. r. ... ..r... .,r r .._...:! 6 cSi 110 o 6 � J w W -- -- 11 •i# tit tiy. �'. Q' . - CO ... .. J h14 ` f >_ �1 .. _.. ..�.. AVCR-YU'� .0 O 16 NO CNA GES ON THIS S EET ...._....... __... y - a°, i' � = s•: t ED 1 S SHEET ❑ CHANG SAS NOT ON :H (\I Q ❑THIS SM ET DELETE l � By: rote - O c� : _. kc) Date: •.... ' F - Ili 1'.1 1 I - i it 1 :. O - `_ _ O tit' 1 T `I T l21 � R.E. Approv ..44 2� M - - ,: IT I I , o N O o ; _ ....... ALL DIMENSIONS T : °° UNLESSOTHERWISESHOWN ..s CONTOUR GRADING THIS PLAN ACCURATE FOR CONTOUR GRADING ONLY. SCALE: 111=50' RELATIVE BORDER SCALE 0 1 2 3 �DGN USERNAME=>p0020629 CU 08224 EA 467701 IS IN INCHES I I I i I I I FILE => g:\646713-i-10-cypress\sht\grediing\46770ha002.dgn 50M 00 W W H F 00 J J a o- w w a0 1- O w O G_/� I L a O J O ri FM x �:4 Dist COUNTY ROUTE POST MILES ISHEET I TOTAL I TOTAL PROJECT I No. SHEETS 08 SBd 10 15.73 34 135 ............. CONSTRUCTION NOTES c 5/30/08 . .. .... ... ...... . ....... .............. ........... . .......... ...... REGISTERED CIVIL ENGINEER DATE VLOFESS 10 4 'CURB OPENING PER DETAIL SHT DD -3 it t .. . ..... o 8 1 CHARD FZ 0 ......... t0) . ... ..... BOTTCHER :t cp c� wlq F-2] GUTTER DEPRESSION PER DETAIL SHT DD -3 47080 WNo. — m t PLANS APPROVAL DATEIr ........... ........ ............. ...... q mi ................. txp12/31 /0 .— ...... .... 4% ar THE STATE OF CALIFORNIA OR IT5 a �w-,Bulu .... ........ ...... ...... . .................. ...... CIVIL OR AGENTS SHALL NOT BE Ri-SPON518Lf FOR rTMP �ooa-T .... .... ..... . .. ......... .. .... .... ....... 0 NO CHANIbES ON THIS SHEET -N -L T11f ACCURACY OR COWL I Z FS5 OF IFL ........ ............... COPIES OF T111S PLAN SlIff T. CALL ............................ .............. THIS SHIIET DEL&ED-- PANSCW46 .... I. ....... ... ..... CITY OF FONTANA 3602 INLAND EMPIRE BLVD, .................... .... ....... 8353 SIERRA AVENUE SUITE B-120 Dot*, it 0: .................. ......... FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 > 0 UJ ................. 0 uj q > Cc........... Im 0 - ;t AT LOW POINT 2 V) 0 lf: v .... ;mm-. .................................. ...... ........... ... ........... -, n� CD .......... .................. D it 6 CONC APRON GRADE�--�TO •.............. DRAIN MODIFIED JUNCTION ST-RUCTUR`Elkg,� dIDI . ......................... . ............... D C P CITY R/W c 24 R 4.2 ........ RCP .... Qw a 1I 8" -RCP �b D I ........... i ................. MODIFIED JUNCTION STRUCTURE c . ....... TCE a 24 RCP CITY R/W it; CITY TCE R/W CD M CD I F z I- - - -- - - - - - - - - CITY R/W LO + LLJ Ljj -J ....... - - - - - - - - - - - - - - - 0 -- --- -- ]67 ..... 0. _7 - - - - - - --k-777 CD Li rmt jX u . ........... ........ . YPR 53 9 5 < Lki Ld F - La 4 0 Lu -6---- 4-7 ------- Vol C /I ine 51 U ="7- 4 RCP - ------ --7... a 517 It .. I. .... Z ...... LLI X .... ...... 0 ------------- ....... 1.11 .............. ............. ....... V) ....... 0 ...... .. t LLJ Q) ---- ---- X Lij ....... .. . ........ \ .. . . ........ ...... ....... x Ir . ..... I. ................ V) LLJ f L Lma-m-= - - - - - - - - - - F- V) ............. ............ w I ....... 42'' RCP BY OTHERS CITY I T <Ld z CITY R/W R/W CL 24" Rcp ......... . # J u 24' RCP 3 if b D I Z6, .- - - -1-177 ............ .......... ......... C -6401 L 7 ............ > 4 TCE D I.. ....... CITY R/ z . ......... c . .... ... ::::. �: . 24" RCP ...... .......... rTTY P/W ... 0 V 50 I aO O LL - MR -P BORDER LAST REVISED 3/1/2007 .... a �w-,Bulu .... ........ ...... ...... . .................. ...... ... ...... . .... .... ..... . .. ......... .. .... .... ....... 0 NO CHANIbES ON THIS SHEET 0 . ... .. . . . ....... .. .... ... ......... .......... ...... OTED ON THIS SHEET THIS SHIIET DEL&ED-- ..... .. ........ .. .. ....... Dot*, it ........... .... ..... .. ... ... ..... .. . ...... . ....... ... ........... KL A p;pwro .................. -- - ---- ............. ........ . ........... .. . ......... ............ ............. ........... .......... ALL DIMENSIONS ARE IN FEET ............. ji UNLESS OTHERWISE SHOWN .......... . ............ ...... ....... ................. ...... .......... . ...... ......... ................... ....... Ln DRAINAGE PLAN 0 ...... THIS PLAN ACCURATE' FIX0 ..... WORK ONLY. Nt SCALE: 1"=50' RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>p0020629 CU 08224 EA 467701 IS IN INCHES I I I I I I I I DGN FILE => g:\646713-i-10-cypress\sht\drainage\46770ia001.dgn I 5050 00 W UJ 00 -J_j a. a. WW 2 0 Z 0 0 0 ,OF� > 0 0 D-1 < 0 0 F=' E` N BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I 1 I I I i USERNAME=>p0020629 DGN FILE => g:\646713-i-10-cypress\sht\drainage\46770ia002.dgn SCALE: 1 =50 CU 08224 EA 467701 P. m o ti o v N \ m 0 N \ O IP n n II II L Q W W I- 00 O0 J ,J a. a WW a o� O 'o O C p i O 'O Ir r om m COUNTY w POST MILES ISHEETI �- o 0 aw w -I Z 3: (-D w SHEET'. 0 N J V) > aw w o Um r' X 0 > 35 In Q N BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I 1 I I I i USERNAME=>p0020629 DGN FILE => g:\646713-i-10-cypress\sht\drainage\46770ia002.dgn SCALE: 1 =50 CU 08224 EA 467701 P. m o ti o v N \ m 0 N \ O IP n n II II L Q W W I- 00 O0 J ,J a. a WW a o� O 'o O C p i O 'O Dist COUNTY w POST MILES ISHEETI � N In cr Q W Z a SHEET'. 0 N I - z 0 o D �. SBd w > 35 � Q „ z a 0 rwn REFERDTO BRIDGERPLANS to z 0 1 t CO U o_ .... N BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I 1 I I I i USERNAME=>p0020629 DGN FILE => g:\646713-i-10-cypress\sht\drainage\46770ia002.dgn SCALE: 1 =50 CU 08224 EA 467701 P. m o ti o v N \ m 0 N \ O IP n n II II L Q W W I- 00 O0 J ,J a. a WW a o� O 'o O C p i O 'O Dist COUNTY ROUTE POST MILES ISHEETI TOTAL STA 44.60 _ TOTAL PROJECT I No. SHEET'. o 08 SBd 10 5.73 35 135 „ �I,1., 1 rwn REFERDTO BRIDGERPLANS to 1 t CO o_ .... ' N 5/ 30/08 a: allo "" ..... __ pFESS/0 E ro4 REGISTERED CIVIL ENGINEER DAT eR Z Q _ 1 1 1 f 11 _:. O Ln to � I CHARD I i J1 rn 4f N. .. o dtlN 1 1tit�A BOTCHER . ON 47080 rn :� PLANS APPROVAL DATE NE m 12 / Z 1I; L 1 1 U .. a1 Xp THE ORAIIA OR ITS OFFICERS I : LAJ ORsTglf COMPLOT BETENESOSNOF LEL ACCURAOCY OR ELECTRON p FpR��P AL o A USLT H POOL cn . J.1. o O, 1 i o OP/ES OF TH/S PL AN SHEET H O CHANGES�_� SHEET Q n 00 1 i 1 1 PA %SONS CHANGES AS NOTED ON THIS SHEET W _... -IT I / IT -11 1 I OSIERRATAVIENUE 3602 INLAND EMPIRE BLVD 1 : ❑ THIS SHEET EL Pte- 8353 SUITE B-120 o: ;n FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 N BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I 1 I I I i USERNAME=>p0020629 DGN FILE => g:\646713-i-10-cypress\sht\drainage\46770ia002.dgn SCALE: 1 =50 CU 08224 EA 467701 P. m o ti o v N \ m 0 N \ O IP n n II II L Q W W I- 00 O0 J ,J a. a WW a o� O 'o O C p i O 'O STA 44.60 _ -1 DECK AINS X a „ �I,1., 1 rwn REFERDTO BRIDGERPLANS to 1 t CO N 1T' -1T �-1 7l ._ Z Q _ 1 1 1 f 11 _:. O Ln to � J1 J+ J-1 4f N. .. N . Z 1I; L 1 1 U LAJ A USLT H J.1. J1 i J1 1 1 i o H O CHANGES�_� SHEET Q 1 i 1 1 CHANGES AS NOTED ON THIS SHEET W -IT I / IT -11 1 I W ❑ THIS SHEET EL Pte- _ ,. tac 11 II I�•- 1 I': :j '. is i ! i �+ N 7� Date: — V I 1..),. R.E.AppfOV O Z Q' u yT 7T "-11 J aa((- X i 0, v it ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN o m6 it DRAINAGE P L AN THIS PLAN ACCURATE IFO.R DRAINAGE WORK ONLY. 11 N BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I 1 I I I i USERNAME=>p0020629 DGN FILE => g:\646713-i-10-cypress\sht\drainage\46770ia002.dgn SCALE: 1 =50 CU 08224 EA 467701 P. m o ti o v N \ m 0 N \ O IP n n II II L Q W W I- 00 O0 J ,J a. a WW a o� O 'o O C p i O 'O x FA x x x BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 1� iN 1NC'HFS nGN F11 F =) (;:\F4F717 1-1(1-('vnracc\GNT\f1RLINA "F\/F.77(lih()f11 (inn CU 08224 EA 467701 co:2 O d 0 N I`7 \ V Ln ,. \ M O •• M n n II II 0 p W W 00 J J 0_ � W W <� a o� zo 00 Ll I wo �o Qo O Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS C. LINE J 08 SBd 10 15.73 37 135 M808° w S w * w � L --aj z 5/30/08 oFEss 0Na4 J w Z * REGISTERED CIVIL ENGINEER DATE oeR * w , CI, LINE rn a c��� c*n �� ICHARD S. Fc O Ld� 6) ? > Q w Q BOTTCHER Z o d - - m' _ _ July 17, 2008 0 m w 7080 m NEx 1 Q Q U < < > 6) O O Q N —4 PLANS APPROVAL DATE � 12/31/09 � _ _ _ (V o o N C) �� Ln w ~ m U > ~ THE STATE OF CAL IFORNIA OR !T5 OFFlCER5 P OR AGENTS SHALL NOT BE RESPONSIBLELn FOR sT CIVIL ♦P N M c � 6> - U) _ V ) THE ACCURACY OR COMPL ETENE55 OF EL ECTRONIC QTf OF cA�1F M r> x x I ti x COPIES OF TH/5 PLAN SHEET. 1 1 00 0) c~i1 i I o� �� �� 0) b w w— `,., N w e o 0 pC � + U O ~ x x X w w wi I i i 5 519 ° O = U O F G` i I I 1 3 d CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 }Ln LLJCV Q 0'] o cn > Q ,. 0 G 0 cn cr - 3 c (OPPOSITE SIDE) N � 1090 "'� OG �•. �•, ,,\II � 1 a d oo a b coo it 1 b (OPPOSITE SIDE) - --------- C -- ----- -------- ------------------- ---------- -- ; --------- 3 o 1080 ------ ----------------------- - ----- ---i -- -- - - e I S=015% S=119% FG 5=015% �I \\ \ \lI 3 e I / \� Cl INV 1078,78 1070 INV 1080133 a 1 c I -NV 1080.49 —INV 1080135 INV 1075162 INV 1075124 -INV 1075124 O 8216x24" RCP Od 3'x3'TRAF-FIC TYPE JUNCTION STRUCTURE PER DETAIL SHT DD -3 J Oa 7519k18"'RCP ©CURB INLET STRUCTURE PER DETAIL SHT DD -3 CURB INLET STRUCTURE TYPE OL -7 PER CTSP D72 e CONCRETE APRON PER DETAILSHTDD-1 DRAINAGE SYSTEM 1 O Q 2818x24'' RCP DRAINAGE SYSTEM O 90° om m �o _j� 0 8517° U — J V 7 > Q 1 _ <o C36. 50 * In rn U Ln 1 n Ir o 1100 a CD M a +� 1100 w N UO(v Ln LID 3614° ~ + O cn00 ate_` vii Iz 0 O�— Ln� FGA = M� Ln z � 1 090 a 1 I w a o rn N _ � Co Ir-- IS o g 1090 CIDi _ ' OG 2 - - -------------- ----- v I 1 O(OPPOSITE - no a --------------------------------- ---------------------""" 1 a I SIDE) _ - ----------------- -------------------------------------------- - ------------ -------------- 1 080 -------- ---- ------ -a ------------------------------- S=116% 1080 S 015% hco b S=211 3% t S=0, 88%z INV 1078176 e fN 1070 10701 c � U 1075125 ` INV 1076133 INV 1078192 INV 1075123 INV 1076131 INV 1078178 O Lr) Q0 a O 4918x24" RCP O 2713x24" RCP S-BUILT �' Ob CURB INLET STRUCTURE PER DETAIL SHT DD -3 �\ Of CONCRETE APRON PER DETAIL SHT DD -1 GESONTHISSHEET r` Oc 274.9x24' RCP o STRUCTURE PER DETAIL SHT DD -3 Q AS NOTED ON THIS SHEET Ln ELETED 3'x3' TRAFFIC TYPE JUNCTION 1100 IIxWZ X `i' `� d CURB INLET STRUCTURE TYPE OL -7 PER CTSP D72 Oh CONCRETE V -DITCH PER DETAIL SHT DD -1 L=79718' U 1100 [Approval ------------------------------ ---------- 1090 - --- -------------------------------------- ------------ NVALILO 77 1090 FEET Q -- ,_ -------------------- MENSIO'NS ARE IN �I S=116% ..UNLESS OTHERWISE SHOWN 0 DRAINAGE PROFILE Q zVERIFY DEPTH TO EXISTING UTILITY BY DRAINAGE SYSTEM ��� o POTHOLE PRIOR TO EXCAVATION SCALE J HORZ 1 "=20' DP -1 FOR CONSTRUCTION NOTES REFER TO DRAINAGE PLANS VERT 1'I=10' o STATION TOTAL w Q Exc CY Emb BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 1� iN 1NC'HFS nGN F11 F =) (;:\F4F717 1-1(1-('vnracc\GNT\f1RLINA "F\/F.77(lih()f11 (inn CU 08224 EA 467701 co:2 O d 0 N I`7 \ V Ln ,. \ M O •• M n n II II 0 p W W 00 J J 0_ � W W <� a o� zo 00 Ll I wo �o Qo O x x 0 M x BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 1C IN TNN-HFS 0 2 3 I i I i I i I USERNAME=>p0044870 nnm F11 F =) G:\G,4G,717 1-1n-rvnracc\ckT\npA INdGF\4G,77(li hC)n? llnn CU 08224 EA 467701 00:2E O 0 N N O Ln - � M o .. 0 0 w w O O J J � d ww F-- 0 a � o O 0 w O �o Qo O "C" LINE (:4 5.Oo Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 38 135 EC > U * _ O_w O r ao rn s 5/30/08 ROFEssro O O REGISTERED CIVIL ENGINEER DATE e Nq * Q W CO oo ICHARD S BOTTCHER z w w W July 17, 2008 w 47080 No. X W V)I W O (-p Ln PLANS APPROVAL DATE m A THE STATE OF CAL IFORN/A OR ITS OFF/CERS , Exp1 2/31 /09 sp C I V I L + OR AGENTS SHAL L NOT BE RESPONSIBL EFOR \P OR COMPLETENESS OF EECTRON/CLqTF THE ACCURACY of CAL tFoo COPIES OF THIS PLAN SHEET. 1 090 'I 1 8 c i a F_ e 42'' RCP BY OTHERS OG OU a 1-� u) 00 o r�caca CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B-120 FONTaNA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 r Lo Ln b �o (OPPOSITE _ 0 _ - w w 1080 SIDE) > w w a 25.8x2.4" RCP C LINE 018 b O CURB INLET STRUCTURE PER DETAIL SHT DD -3 00 o Ln w LLJw JLn \l 1070 c INV 1074.38 INV 1073.$9 0 68.9x24" RCP o o "D" LINE oo c9 cn w w �o "' �z � a INV 1074.04 Od CURB INLET STRUCTURE PER DETAIL SHT DD 3 co - - o 0 ( INV 1074.02 C LINE Q > z a m DRAINAGE SYSTEM 4 � CD I o - rn 1 o � 3 - m CD � � Na N Q W < Q +U + U N + U W + U QQ w o w +v Q~ Q0 - �m 1120 �� �Nzow �� I �� acn x x x a�n W Z 0o UQm WW n Q� �d 1 b tnM lnrn FG W LJ -u7 c a- >oQ _ un �� _ = e OG� �z - m O o o� U� = "� - - w Nwa W �� o- _- - - - 1 1 10 Q TOP OF CHANNEL �'_ 1_ a b Nim x� d I �\ N OG FG \ 1 c (OPPOSITE SIDE) FG a OG a ------- ---------- b ---- -----------_ S "�--------- -------------------- - - - =3erf I ° ° d r o m r m Q� 1100 / ------------------ --- ---- - ---- _ ------------- ----- ------ ------ S ,2� ° INV 1 1 0 6.3 5 CD w PROP. CHANNEL FL 1 o INV 1106.33 t INV 1108.7 30 ELBOW u - aw > w CHANNEL e INV 1101.71'lAw Aoki uo -- 1090 ---- --------------- --- S=0.24%I ------- S=0.5% INV 1101.71 INV 1094.25 b INV 1094.35 Oa TYPE A FES PER CTSP D94B > Of INV 1093.52 ® 5=0.5% c INV 1094.22 ' b 22°3x1 8 RCP w INV 1094.22 INV 1094.14 0 CURB INLET STRUCTURE PER DETAIL SHT DD -3 c CURB INLET STRUCTURE PER DETAIL SHT DD -3 0 J a I Oa L=15' TRANSITION PER DETAIL SHT DD -2 0 L=45' TRANSITION PER DETAIL_ SHT DD -2 0 25.3x18'' RCP Od 73.2x18'' RCP o 0 N 0 8'Hx16'W, L=200'PER DETAIL SHT DD -1 0 REMOVE EXIST CONCRETE CHANNEL L=260' Oc 5.3x24" RCP Oe CURB INLET STRUCTURE PER DETAIL SHT DD -3 z DRAINAGE SYSTEM �7 DRAINAGE SYSTEM O 0 CURB INLET STRUCTURE PER DETAIL SHT DD -3 Q DRAINAGE SYSTEM 06 o J J co :3i Z M a J Oe 10'x1O'x2' RSP O M 00 o Oa 176.5x24" RCP N O HEADWALL PER CTSP D89 �r ` 41.20 rn Q 0 CONCRETE APRON PER DETAIL SHT DD -1 00+ 940.9x24" RCP--� 1120O 3'x3" TRAFFIC TYPE JUNCTION STRUCTURE PER DETAIL SHT DD -3 57.5x18" RCP o 1 O Qom, 1120 ~ � a Od L=250'BIOSWALE PER DETAIL SHT DD -1 + O CURB INLET STRUCTURE PER DETAIL SHT DD -3 FG 0 `�'CO OG 1 (OPPOSITE SIDE)= o �� (D Or- U� f = i 0 1 1 1 0 6 d OG b a o d e -- _ U - 1110 --------------------- ---------- -- z--------------- cn a, c ------- --------------------------------- 1 e 1 1 0 0 L�j- ---------- -------------------- ----------------------- --------------------- - S=:5.7% 1100 w - 5-0.5% S=OA6� SIONS IN FEET INV 1104.7 0 6 c_ � g UN ESS THERWI -INV 1 INV 1 1 01 1NocH4 AS -BUILT 1 090 5=0.5% INV 1 1 00,04 INV 1 101 ,29 .50 i H& D R A I N A G li 1 090 a INV 1095.15 INV 1.1.01.34 MTHIS SHEET Q INV 1094.27 DRAINAGE SYSTEM ® O THIS I EE LIFTED BY: CD X VERIFY DEPTH TO EXISTING UTILITY BY Date: [/ J POTHOLE PRIOR TO EXCAVATION SCALE R.E.Approvai FOR CONSTRUCTION NOTES- REFER TO DRAINAGE PLANS HORZ 1 11 _ VERT 1 I' 1 O STATION TOTAL w a ExC CY Emb BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 1C IN TNN-HFS 0 2 3 I i I i I i I USERNAME=>p0044870 nnm F11 F =) G:\G,4G,717 1-1n-rvnracc\ckT\npA INdGF\4G,77(li hC)n? llnn CU 08224 EA 467701 00:2E O 0 N N O Ln - � M o .. 0 0 w w O O J J � d ww F-- 0 a � o O 0 w O �o Qo O x Q x x x BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 5 IN INCHE 0 1 2 3 I i I i I i I USERNAME =>p0044741 CU 08224 DGN FILE => G:\646713-1-10-Cypress\SHT\DRAINAGE\46770ib 0 .dgn 1 EA 467701 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS aal M O rn __108 SBd 10 15.73 39 135 Q N � N v 5/30/08 RpFESS�� REGISTERED CIVIL ENGINEER DATE e Nay 0) a to 91.20 (CHARD S 2 ti BOUCHER `' v N C LINE Ju 1 1 7 2008 O m Y 47080 m N * In W Q W 00 L? 3 Q M (; `� N O w PLANS APPROVAL DATE No. 2/31 /09 Z {c } THE STATE OF CALIFORNIA OR ITS OFFICERS C I V I L 00 a O U Q W N I * W M OR AGENTS SHAL L NOT BE RESPONS/BLE FOR sT4 \P COMPLETENESS OF EL ECTRON/C rF co 3 O W N N H O THE ACCURACY OR OF CAL IFpP� (v = O_ O 3 I Q Q + COP/ES OF THIS PLAN SHEET. N Wco >NN c 0 3 ~ u I0 N X X N ti + U O_ + U U U I ' N Q O F CITY OF FONTANA 3602NLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B-120 Q W W N ti > ti I H N In to V FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 r 11� w Lni t QN ,� QLn i x x 1 OG b = ' > 1120 I I I 00 N \tn co `� N a) w w U _ .- > 1 h I I I FG it w a b i i v� d v� I F G _ (OPPOSITE 1 g SIDE) I I I I I OG (OPPOSITE SIDE) 10 i --- ----------- 1110 1110 S=6.1% INV 1110.14 1 i S=1.0% INV 1105.55 a 1100 1100 c INV 1102.01 0 INV 1103.47 DRAINAGE INLET SHIFTED 7'SOUTH9 O° 75.5x24 RCP 2 SEE SHEETS D-3 & DQ -2. FOR REINFORCEMEN 5-6.0% a - INV 1102.85 PER CITY OF FONTANA STD. PLAN NO. 30061 ©CURB INLET STRUCTURE PER DETAIL SHT DD -3 INV 1102.82 DRAINAGE SYSTEM 0 a 13.5x18„ O RCP Ob CURB INLET STRUCTURE PER DETAIL SHT DD -3 om m O 62.2x1 8" RCP �-o a z 0 Od CURB INLET STRUCTURE PER DETAIL SHT DD -3 CD aw w w 0 0 �o DRAI SYSTEM J w "C" LINEa AM LliWw In H W (,` x ao N Z Ls 0' •-- 0 3 W ti 1 ti zN V) W N �' � 0- I * O M F- z D V + to U O_ N Q > I U Q O + U z ti ~ U O_ > 0 ' ti ~ V LL z > Q I� Q 00 _ W V _ c0 0 N 100 N N Q O . + U ti a I (OPPOSITE SIDE) 1 b N Ing NN to to N NU) b <0 _ d 1 = FG 1 N� b AS -BUILT v� z 1 1 2 0 U� OG = wr�i w l w w 1 k U� a = F GpG W U 1120 11NO CHANGES ON THIS SHEET I I I I I ( OPPOSITE _ 0 CHANGES AS NOTED ON THIS SHEET _______ SIDE) _ — — ❑ THIS DELETED Z C:) 1110 a Date: 1110 I Sr:9.3% . + R.E. Approval I444-2-. 0 5. 7 a INV INV 1 1 1 1 .80 rE!°'ti4 1) I 1112. INV 1 1 10.98 acr_ On 1100 �ti° c b 1100 1 K INV 1107.68 `oI��b?�I INV 1107.68 INV 1107.68 INV 1107.65 1 O I— O CURB INLET STRUCTURE PER DETAIL SHT DD -3 O 31.1x24" RCP a © 35.7x24" RCP © CURB INLET STRUCTURE TYPE OL -14 PER CTSP I��'-� DI ENSIONS ARE IN FEET � 71.5x24" RCP SS OTHERWISE SHOWN D Od CURB INLET STRUCTURE TYPE OL -14 PER CTSP D72 DRAINAGE SYSTEM 1© DRAINAGE PROFILE a DRAINAGE SYSTEM 1 1 SHIFTED DRAIANGE AND REVISED NOTES SYSTEM 7 FEET SOUTH 02-18-09 o * VERIFY DEPTH TO EXISTING UTILITY BY SCALE: J POTHOLE PRIOR TO EXCAVATION ADDED POTHOLE DATA AND HORZ 1 "=20' DP -3 FOR CONSTRUCTION NOTES REFER TO DRAINAGE PLANS REVISED NOTES 12-18-08VER T 1"=10' U STATION TOTAL W a Exc N ICY Em BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 5 IN INCHE 0 1 2 3 I i I i I i I USERNAME =>p0044741 CU 08224 DGN FILE => G:\646713-1-10-Cypress\SHT\DRAINAGE\46770ib 0 .dgn 1 EA 467701 x x x K4 x BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 USERNAME=>p0044741 DGN FILE => G:\646713_1-10-Cypress\SHT\DRAINAGE\46770ib004.dgn CU 08224 EA 467701 0 C:> M N O Ln �Ln QQ 00 WW I- r r I.- 00 J J a a WW r � a o r z O o O N � > 0 w �o Qo 0 0 N N 0-1 POST MILES SHEET TOTAL Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS M W W --' 08 SBd 10 15.73 40 135 a N * °o � O0 a o N Lij w O Ln m a� m vi w 0 5/30/08 ESS IOA14 N mo <o•o �o awz 0 Q REGISTERED CIVIL ENGINEER DATE �O QRof - _ WW nIWW _ W + O W �e (CHARD S J N w Z w� N 0 v -I BOTTCHER Q \ 0 0 o Q U I.-, w tY m July 17, 2008 47080 m N 1110 Z N� Q N OJ N r•10 x x x O b FG w PLANS APPROVAL DATE 12/31/09 Exp. - 00 0 11 5 b OG .m .w .cr w, Q W M E W N d O - - O m THE STATE OF CAL NFORN/A OR ITS OFF/CERS S CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR r �a qTF 00 = 6 c (OPPOSITE SIDE) THE ACCURACY OR COMPLETENESS OF ELECTRON/C OF' IV I I 16 w W CAL COPIES OF THIS PLAN SHEET. N N 1100 ----___ - - ,--- -- ----- I I I - ----------- N W z PLS CITY OF FONTANA 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, SUITE B-120 INV 109915 / . J FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 >_ m w INV 1095.74 N S=1 .Q% _ 0 w 1098. 5=0.5% u V) cn � 1090 a Lu o INV 1093.64 INV 1094.19 INV 1094.22 O 110.4x54" RCP "C" LINE Al © MODIFIED 6'X6' TRAFFIC TYPE JUNCTION STRUCTURE N w N w w CONCRETE ENCASED PIPE WITH MANHOLE COVER PER DETAIL SHTS DD -3 AND DD -4 I a_= w w = 0 PER DETAIL SHT DD -1 Qc 371.5x54" RCP I o0 0 0 L=18.5', D=6" w* LnCO M m * N z rr1 0 �c 0 lY w a0 *0 Np w0 Hp H U� I �� M� 'm �Q �Q �c :mj .� 000 .00 000 _ N r -a N -m- Na m _(_0 a .� O r r ` `j r' w 61 r v, CONCRETE ENCASED PIPE ± N V) I N m N m ± �►- PER DETAIL SHT DD -1 -Wo I -w r } a� L=11.9', D=6" w �w- �1120 a� 1120 FG i I i I Ln CONCRETE ENCASED PIPE w aW w u)io d OG v~1� `O h PER DETAIL SHT DD -1 �CD L=132.1', w w oo uo f I I I I I �N D=6" aw w I I I I O 1110 coo 1110p o- m 17 I I II - ------------- ------------------------ l�L w ------------------------------ - -_ - 1 w o 0 l L LLI N 1100 N INV 1104.50 INV 1104.49 1100 w S=0.5% S=0• ' w � z S=4.20% I� z a N N cr J S=1.0% e I J Q w 1090c INV 1097.93 INV 1097.96 INV 1102.80 INV 11 INV 1102.01 1090 0 N < 8 h .54 INV 1101.98 9 a (OPPOSITE SIDE) a (OPPOSITE SIDE) 8 CL z O MODIFIED 6'x6'TRAFFIC TYPE JUNCTION STRUCTURE w w N w w > d WITH MANHOLE COVER PER DETAIL SHTS DD -3 AND DD -4 mc 0 o m u o a Q Qe 1 1 5.9x54" RCP 0r : Ow ~ w w pOz w n" ~ o Lr F- "�' * .^. �$-�Vii.� D V) f MODIFIED 8x8 TRAFFIC TYPE JUNCTION STRUCTURE JUNCTION STRUCTURE SHIFTED 7 SOUTH SEE DP -3 & DQ -2 2 ti * 0 wr V LINE Ln Of r w * wm N * 00� NO CHANGES ON THIS SHEET o WITH MANHOLE COVER PER DETAIL SHTS DD -3 AND DD -4 o. Q0° " a <0 a CHANCES AS NOTED ON THIS SHEET 11 Qg Oh 88.6x54" RCP MODIFIED 6'x6' TRAFFIC TYPE JUNCTION STRUCTURE ,,�� 0 .- + �o �z I iv c� uj cv0 Q 00� +� vr- THIS HrDELETED s. 3 Dace: I 40 4 z 2 W T COVER PER DETAIL SHTS DD -3 AND DD -4 `,`°� No I N NNza R.E. Approval: i 4 05.1 x 54 " RCP a -- -_. -- -- m c�1 1120 = No O m wa I w wwa wV) 1120 C> �? I I I I r OG _ U ! I v' = z I I II - ----- 1 c 1110 O --------------- - - - - - - - 1110 LL_ coO Q INV .49 INV 1111.51 _ W w I S=2.1% 1 a F-- 1100 N 5=0.9% 1100 a w z '" i INV 1105.52 INV 1105.55 k ALL DIMENSIONS ARE IN FEET a Q MODIFIED 6'x6'TRAFFIC TYPE JUNCTION STRUCTURE UNLESS OTHERWISE SHOWN 0 2C OVER PER DETAIL SHTS DD -3 AND DD -4 INV 1107.65 k 101.8x54" RCP 1 b (OPPOSITE SIDE ' 1090 u (OPPOSITE SIDE)1 o DRAINAGE PROFILE 1090 IO x6'TRAFFIC TYPE JUNCTION STRUCTURE a Z WITH MANHOLE COVER PER DETAIL SHTS DD -3 AND DD -4 tz � VERIFY DEPTH TO EXISTING UTILITY BY SCALE: a FOR POTHOLE PRIOR TO EXCAVATION R CONSTRUCTION NOTES REFER TO DRAINAGE PLANS DRAINAGE SYSTEM 13 ADDED POTHOLE DATA AND DP-4 " ' REVISED NOTES 12-18-08 VORT 1 =1 0 W STATION TOTAL a Exc Ln CY Em BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 USERNAME=>p0044741 DGN FILE => G:\646713_1-10-Cypress\SHT\DRAINAGE\46770ib004.dgn CU 08224 EA 467701 0 C:> M N O Ln �Ln QQ 00 WW I- r r I.- 00 J J a a WW r � a o r z O o O N � > 0 w �o Qo 0 x X a0 N CD a � Ln Ga 5 "b" #7 O ao') c #7 J N u Gd D 10p 0 >- w m � C) > Lu w ICHARD S > w w F__m m o CO m LJ I- o 0 aw w _J Z CD W U J In > Q W W Uc� rr O U) W m U) J Q Li n O_ V) I— Z a z a t - J In z O U PLAN VIEW - V -Ditch Transition FG 1 L 1 HYDROSEED WITH BIOSWALE MIXTURE PER PLANT LIST SHEET PL -1 nrnnTC' n A rlI/ n A nr 'R CTSP D93C WITH NCRETE APRON FOR (DWG DP -2) �, ', RSP D77A MODIFIED WITH 3' X 3' DIMENSION TO FI DRAINAGE SYSTEM 8c (FIELD VERIFY EXACT DIMENSIONS) SECTION A -A z X Q CONCRETE APRON FOR TRAM C> 0 TYPE JUNCTION STRUCTURE V) z Q w O z w a w 0 I a z O w X J Q U L.: 0 6'-6.5" Ln N D � ° D I D � E� w CONCRETE ENCASED PIPE DETAIL Q H— Cn BORDER LAST REVISED 3/1/2007 1 4 NOTE 1PLACE NON -DEGRADABLE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN P300 OR APPROVED EQUAL) ON TOPSOIL. ATTACH W/ STAPLES PER MANUFACTURER'S RECCOMMENDATION. PLACE EROSION CONTROL MAT ON SURFACE (SEE NOTE 1). FOR GROUND COVER REFER TO LANDSCAPING PLANS 1 O' -O" BIOFILTRATION SWALE 4 0 / Ln w 1 a� a 1 > �1 uFkVA r �' 6/_9 "I 161-0'' .� 1 '-0" RECTANGULAR CHANNEL DETAIL BARS "c" BARS "b" BARS INVERT SECTION RELATIVE BORDER SCALE IS IN INCHES REINFORCEMENT "a" #7 Ga 5 "b" #7 TOTAL 10 c #7 Gd 10 "e" #4 Gd 5 rev MITI man WALL SECTION 0 1 2 3 I I I I I I I ELEVATION FG Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 10p 15.73 42 135 ��SBd�� l 5/30/08 ROFESSIO REGISTERED CIVIL ENGINEER DATE woe IV4< ICHARD S BOTTCHER June 17, 2008w47080 m PLANS APPROVAL DATE No. 1 THE STA TE OF CALIFORNIA OR ITS OFFICERS ix Exp CIVIL OR AGENTS SHALL NOT BE RE5P0N5IBL EFOR sr P Qro THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF CALIF COPIES OF THIS PLAN SHEET. PAR50PJS CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 112 SECTION B -B V -DITCH CUTOFF WALL OG 0 I ------ - --- 2e 7 3" 11 19 15 6" 1 15 TYPICAL SECTION CONCRETE V -DITCH AS -BUILT JZ NO CHANGES ON THIS SHEET ❑ CHA AS NOTED ON THIS SHEET ❑ T SHE VT By: Data: 717 R.E. Approval:_ i� DRAINAGE DETAILS ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN USERNAME =>p0030989 JCU 08224 DGN FILE _> H:\646713_I-10-Cypress\SHEET\DRAINAGE \46770ic001_RFB. gn NO SCALE DD -1 EA 467701 o a o cc N Q Ln Q N II II � C wLL F- OC J CL a W �y 4 o � �O 'O n I O C O xO J O X T X X F3 o: O Ln o' w o_ N Q Z 0 U z W z Q J N z O U N C) Q N 0 M 0 Typ layout Z H Q Q_ N Z Q 0 LL_ ON 0 z W F -- IX Q CL W 0 PLAN VIEW C> *NOTE: Match Existing Channel N 0 BORDER LAST REVISED 3/1/2007 #9 I/4 1 Front 1 45" -am 15' #9 I/4 1 Front face Reinf #4 CA 12 Rear face Reinf #4 e 12 Y4:1 Front face Reinf #4 CA 12 Rear face Reinf #4 @. 12 1 1�4 1 Front face Reinf #4 12 Rear face Reinf #4 a 8 I I C I C 1 � I U - I O 0) 1 ' I C Q I c+n i I #4 C9 18 X 1 U U ME #9 UI o Const Joint oQ Z 1' 0" #4 12" QI S=.24 2'-0" Extend culvert Invert slab spacers 2'-0" into apron SECTION B -B �.{ 6" \I I #4 x 5'-0" Dowels Q 12 Ctrs 1 1 '-0" 6" S=4% r —1 Dist COUNTY ROUTE POST MILES ISHEETI TOTAL TOTAL PROJECT I No. ISHEETS 08 SBd 10 15.73 43 135 "-ajS � / 5/30/08 Q�oFESSIO REGISTERED CIVIL ENGINEER DATE �o 4� I CHARDS �� JUN 1 7 7nnA BOTTCHER z M 47080 PLANS APPROVAL DATE No. X Exp12/31/09 THE STATE OF CAL /FORN/A OR 1T5 OFF/CERS C 1 V I L `P OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr THE ACCURACY OR COMPLETENESS OF ELECTRON/C qTF OF CALtFpP� COP/ES OF THIS PL AN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 See Table for Transverse Reinf I #4 @ 12" j 1 I I I / See Table for/' Transverse /' Reinf ' / / / N � / / / / I All PARSONS 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 #4 @. 12, Lop with wall spacers SECTION C -C AS -BUILT NO CHANGES ON THIS SHEET ^ CHANGES AS NOTED ON TNrc eilm : L n•� CUTOFF WALL DETAIL TRANSITION CHANNEL DET RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I USERNAME=>p0020629 DGN FILE _) g:\646713_i-10-cypress\sht\drainage\46770ic002.dgn #4 18, Str back face #4 Q 18 Front face, bend 2'-6" into wall or apron DRAINAGE DETAILS ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN NO SCALE DD -2 CU 08224 IEA 467701 X N r w OD cn o > w w V) > W w i- cl� a 0 X `~ SIG r• I V2" ex ff Galvanized ♦ omLd m - • '': w Bar - Alh•..du s •' . �o 0 o C aw w 08 J Z � Any Wali) C7 UW a Add A4 Bora o N Larger inletily Operhk'i9 J In > aw w I rril U O CC X a 0 PLANS APPROVAL DATE Cr N Q q 0 z W Q CL W 0 4' Tvalcol room A ' Haeme a Cover Alhambra Foundry •• 'b `I �` \\ I A 1530 or Equal (Bithaninous Painted) • 1 tt t I I Expansion Jdnt i Standard I I \ Curb 8 Gutter ) 1 X I --b-- o-71 ��Qidi` MI h tt N �h Ih a► I y F h Q z 0 LA_ X J Q v LL_ O LLL Q N BORDER LAST REVISED 3/1/2007 B', CF 4'4 Bars 6" O.C. Both Ways Ro- W' oer ff. 4" } w Iw Clear ,_�1 6 �t 3a 6w Radio* t sae Foote Sy j 3 w Radius-' i:" Clear. _SH -Add '40-4 Burs Diagonally Around Manhole Frame I Tangent Paint of Curb Return At Corner Locations -9 -" -� `mss Nr: Expansion Joint hWhEliown cutlet Pipe Extends Into Apron - Add 3 0$ Bars or Add Wke l/sah A PLAN �3/4•" Dia Galvanized Steel Bar NO SCALE Protection 9a '_, i 10"CF. Ead Anchors -Alhambra �- I- IO"C.F. 8"CJF X-1 - Foundry *•A-1877 r E;;0)1_) K ry t`. 1. 3" PROTECTION BAR DEML _`'�Se0 SuPPOrt Bolt protection our s No Scale Detail Below W 4.14 (tatter . {Ss• DetoUl `~ SIG r• I V2" ex ff Galvanized ♦ a' Steel Plate Curb - • '': w Bar - Alh•..du s •' . CL N o C V) Cr 08 a Lil Any Wali) Z a Add A4 Bora o N Larger inletily Operhk'i9 Around Pips -: -.• z � I rril a •,�L No. 47080 X PLANS APPROVAL DATE Cr z Q a 0 r a go ' % J I PA MOPJS CITY OF FONTANA CITY ON C V) AVENUE z FONTANA, CALIFORNIA 92335 0 q 0 z W Q CL W 0 4' Tvalcol room A ' Haeme a Cover Alhambra Foundry •• 'b `I �` \\ I A 1530 or Equal (Bithaninous Painted) • 1 tt t I I Expansion Jdnt i Standard I I \ Curb 8 Gutter ) 1 X I --b-- o-71 ��Qidi` MI h tt N �h Ih a► I y F h Q z 0 LA_ X J Q v LL_ O LLL Q N BORDER LAST REVISED 3/1/2007 B', CF 4'4 Bars 6" O.C. Both Ways Ro- W' oer ff. 4" } w Iw Clear ,_�1 6 �t 3a 6w Radio* t sae Foote Sy j 3 w Radius-' i:" Clear. _SH -Add '40-4 Burs Diagonally Around Manhole Frame I Tangent Paint of Curb Return At Corner Locations -9 -" -� `mss Nr: Expansion Joint hWhEliown cutlet Pipe Extends Into Apron - Add 3 0$ Bars or Add Wke l/sah A PLAN �3/4•" Dia Galvanized Steel Bar NO SCALE Protection 9a '_, i 10"CF. Ead Anchors -Alhambra �- I- IO"C.F. 8"CJF X-1 - Foundry *•A-1877 r E;;0)1_) K ry t`. 1. 3" PROTECTION BAR DEML _`'�Se0 SuPPOrt Bolt protection our s No Scale Detail Below W 4.14 (tatter . {Ss• DetoUl `~ SIG r• I V2" ex ff Galvanized ♦ POST MILES Steel Plate Curb - • '': Bar - Alh•..du s •' . B Aft 12" O.C. Foundry 1'1�-A-39 o C r Outlet Pipe or Equal 08 Use Support l (May Be In Any Wali) a Halt In 6' or Add A4 Bora .: • •... Diogpw '•• - Larger inletily Operhk'i9 Around Pips -: -.• �o - I rril a •,�L No. 47080 X PLANS APPROVAL DATE Cr • THE STATE OF CALIFORNIA OR /TS OFF/CERS � a CIVIL B" SECTIM A -A SUPPORT 80LT_DETAIL, OTES NO SCALE No Scale L Outlet Pipe Shall Be Trirnahed To Final Length And Shape Before Concrete Is Placed. g. Floor of Basin Shall Be Given A Steel Trowel Finish And Shall Slope From All Directions Towards The Outlet Pipe. & Walls And Flow Shall Be Reinforced With Irq Oaformed Bars (912" O.C. Both Ways. 4. Concrete Shall Be Class "A" 16 Sacks Portland Cement Per Cubic Yard 1• S. Varies to match back of sidewalk when applicable .RF-5 �3 EV Is 0- is -$G , awd ev%a�e.S CITY of FONTANA, CALIFORNIA Drown By STD, Chocked By Approved - DETAIL CURB INLET STRUCTURE oats 'r 121 A PL � Scale • Aftl~" Iw Raise To Grods Aftar Paving See Note * I . Varies 6i 6" (Plan or Contract c Aiahsrhsion 1 1 73 � M � A Frone a Gratis Alhoodwa Foundry *A-2012 4r Equed Clew Opening at Frame Shall Be Same As Inside :. . Olmandon of Structure s � _N 0 •• 0 w J 1 10 SCole IAN -0u *4 Bars e6" O.C. Both Wqys Clear. Add *4 Bar �i h� under Frame B~ io Add #4 Bees DlagorhoNy SECTION Around Pipe.+ Scolsr l"= 210 JJUNCTIONS' RUCTURERUCTURE WITH CH (Use Only Where Shown On Plans.) Flow Line (Elevotion As Shown On Plan ) L Win PvA g Is A Part of Contract or When Shown On Plans."Rase To Grade After Pcvhg; Final 6" of Structure Shall Be Con- structed After Povkv Operations Are Compl•tc. The Sldewail Reintarcing Bars Shall Extend Through Joint. 2bdet a Outlet Pipes May Do In Any Wall• 3Fkhor Of Structure Shall Be Given A Steil Trowel Finish And Shall Slope From All Directions Towards The Outiet. 411111011 a Outlet Pipes Shall Be Trimmed To Final Length And Shape Bsfnn Concrete Is Placed. SCancrate Shall Be Close "A" (6 Sacks Portland Cosham Per Cubic Yard 1. Drawn By STD. CITY of FONTANA, CALIFORNIA checked By .ox., Approved DETAIL TRAFFIC TYPE JUNCTION STRUCTUREDate 1IGrfjov. 1966 122 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES 15HEETI n- A: o C o 08 2" 10 {x 2 a 135 Cleanito - ja QESSIO REGISTERED CIVIL ENGINEER DATE N q� �o - I rril a •,�L No. 47080 X PLANS APPROVAL DATE Cr • THE STATE OF CALIFORNIA OR /TS OFF/CERS � a CIVIL r a go ' % COP/ES OF TH/S PLAN SHEET. I PA MOPJS CITY OF FONTANA CITY ON C 3602 INLAND EMPIRE BLVD, AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 ar r a G: 2" Clear. SECTION A iA Soak r Ali" = I' -O" SCole IAN -0u *4 Bars e6" O.C. Both Wqys Clear. Add *4 Bar �i h� under Frame B~ io Add #4 Bees DlagorhoNy SECTION Around Pipe.+ Scolsr l"= 210 JJUNCTIONS' RUCTURERUCTURE WITH CH (Use Only Where Shown On Plans.) Flow Line (Elevotion As Shown On Plan ) L Win PvA g Is A Part of Contract or When Shown On Plans."Rase To Grade After Pcvhg; Final 6" of Structure Shall Be Con- structed After Povkv Operations Are Compl•tc. The Sldewail Reintarcing Bars Shall Extend Through Joint. 2bdet a Outlet Pipes May Do In Any Wall• 3Fkhor Of Structure Shall Be Given A Steil Trowel Finish And Shall Slope From All Directions Towards The Outiet. 411111011 a Outlet Pipes Shall Be Trimmed To Final Length And Shape Bsfnn Concrete Is Placed. SCancrate Shall Be Close "A" (6 Sacks Portland Cosham Per Cubic Yard 1. Drawn By STD. CITY of FONTANA, CALIFORNIA checked By .ox., Approved DETAIL TRAFFIC TYPE JUNCTION STRUCTUREDate 1IGrfjov. 1966 122 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I AS -BUILT KNO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET O THIS SHEET DFh FTPr%-- R.E. DRAINAGE DETAILS ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN USERNAME =>p0020629 CU 08224 DGN FILE => g:\646713_i-10-cypress\sht\drainage\46770ic003.dgn NO SCALE DD -3 EA 467701 a co O r- 0 O N N •• m ;a LO 00 W W 00 J J a- a. W W f 2 o� O 'O ;O 'O �o O Dist COUNTY ROUTE POST MILES 15HEETI TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 15.73 44 f 135 S 5/30/08 f QESSIO REGISTERED CIVIL ENGINEER DATE N q� �o - I CHARD S iUN l 7 nit BOTTCHER " Z No. 47080 X PLANS APPROVAL DATE Cr Exp72/31 /09 THE STATE OF CALIFORNIA OR /TS OFF/CERS � a CIVIL OR AGENTS SHALL NOT BE RE510ON5/91E FOR Sp `p Qrf THE ACCURACY OR COMPLETENESS OF ELECTRON/C OF CAL IVOO COP/ES OF TH/S PLAN SHEET. PA MOPJS CITY OF FONTANA CITY ON C 3602 INLAND EMPIRE BLVD, AVENUE SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 AS -BUILT KNO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET O THIS SHEET DFh FTPr%-- R.E. DRAINAGE DETAILS ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN USERNAME =>p0020629 CU 08224 DGN FILE => g:\646713_i-10-cypress\sht\drainage\46770ic003.dgn NO SCALE DD -3 EA 467701 a co O r- 0 O N N •• m ;a LO 00 W W 00 J J a- a. W W f 2 o� O 'O ;O 'O �o O X X x x x x om m c� o aw w _jz R�: U (� w J In > aw w U D • ., > Cr w D V) N Imo' ' QW z n 0 z � > z a a F- z 0 u 0 z W a a. W Z O LL 13J Q U D BARS 3" OC #3 TIE BAR - 4 -#6 E BARS 3'-3" LONG, SEE NOTE 2- 0 BARS 3" OC, SEE NOTE 9 — STREET GRADE - MANHOLE SHAFT PER M. PLAN 3025— x 025— STEPS - TIE BAR �� 5" F ROUND EDGES TO 3" R #4 0 18" OC BOTH WAYS TO BE USED WHEN D2 IS 60" OR OVER— F D, F all i 11 EDGES TO BE ROUNDED TO 3" R P� R=ID OF SPUR C OPTIONAL OUTSIDE EDGE OF CONCRETE �J 4—#4 H BARS #3 TIE BAR -3'-0" LONG 4 p0 (L #4 J BARS 0" 4'--8" LONG 3"OC „ CONT ADD'L BARS DETAIL N F D2 F 6"0C TO INSIDE EDGE (RINGS & COVER NOT SHOWN) PLAN OF MANHOLE, SEE NOTE 2 SEE NOTE 1 (SHAFT NOT SHOWN) MANHOLE FRAME AND COVER PER STD. PLAN 3031 24" 5"x2" PIPE SEAT E BARS /-TIE BARS SECTION A -A It% Q(tOF ESS 10 o� Na. 51152 f ' * EEXP.9130f'07000'�t ffArF OF CIV, CAIIF�\ — J BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT CONCRETE RINGS PER STD PLAN 3025 OMIT THIS STEP IN PAVED STREETit H BARS 16" FOR PAVED STREETS. 2'-2" FOR UNPAVED STREETS 6 f� --4'12'-4 PIPE SEAT LEVEL, SEE NOTE 8 r<� GRADE POINTS, SEE NOTE 4 SECTION B -B STREET GRADE " 5"x1" RING SEAT H 3ARS SEE TABLE VARIABLE 6„ ` E BARS #3 OR #4 TIE BARS F NF J BARS SECTION C -C CITY ENnffQEER DATE RIICARDO SANDOVAL REVIEWED BY: i%l DATE OF LAST REVISION: RCUNO EDGES TO 3" R 0 NOT TO SCALL_ CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (ID = 36" OR LARGER) STD. PLAN N0. 3012 SHT 'I OF 4 FOR ADDITIONAL DETAILS NOT SHOWN REFER TO CITY OF FONTANA STANDARD PLANS BORDER LAST REVISED 3/1/2007 Qtgf ss1o\ � s1-4 �,y�a�'�; a No. 51152 *=XP.95N7 Jf GVIL �Q ATF OF ki RELATIVE BORDER SCALE IS IN INCHES TABLE OF VALUES FOR F D2 I F 36" 6 1/2 39" 7" 42" 7 1 /2" 45" 7 3/4" 48" 8" 51" 8 1/2" 54" 9" 57" 9 1/4" 60" 9 1%2" 63" 10' 66" 10 1,/4" 69" 10 3,/4" 72" 11' 78" 11 30/4" 84" 12 1/2" 90" 13 1/4" 96" 14' 102 15 1/2- 108" 16' 114" 16 1/2" 120" 17' 126 17' 132" 17 1/2- /2"138" 138 - 17 1/2" 144" 18" TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -A 2'-10 1/2- 3'-6" C -C 11 " 8 1 /2" 16" 15" OVED BY: ITY ENGINE DATE RICARDO SANDOVAL * REVIEWED BY: DATE OF LAST REVISION: 0 1 2 3 I i I i I i I CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE ([D=3611 OR LARGER) 47! I 11A?6 STD. PLANNC. 3O1 ZTSHT20F 4 DiSt COUNTY ROUTE POST MILES ISHEETI TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 15.73 45A 135 QRaFESS10N REGISTERED CIVIL ENGINEER DATE �o a� e 1CHARD S FZ BOTTCHER z No. 4%OHO PLANS APPROVAL DATE 12/31/09 THE STATE Of CAL /lORN/A OR ITS OFFJCERS Exp. OR AGENTS SH,4L /_ NOT BE RESPONSIBLE FOR sT CIVIL \P THE ACCURACY OR COMPLETENESS OF ELECTRONIC QrF pF CAL1FOR`' COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 PARSONS 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 SHEET ADDED TO INCLUDE MANHOLE DETAILS. THIS MANHOLE STRUCTURE DETAILS REPLACES ALL MODIFIED TRAFFIC TYPE JUNCTION STRUCTURES WITH MANHOLE COVER, 04/24/09 AS -BUILT kO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET iIS SHEET DELET�P t,y: r >� �{IL S Date: R.E Approv DRAINAGE DETAILS MANHOLE STRUCTURE USERNAME=>p0083748 DGN F]LE _> R:\Cypress\sheets\Post 100%_042409\46770ic005.dgn SHEET 1 OF 2 NO SCALE CU 08224 IEA 467701 DD -5 0 O Q N o Q o N Q � n ^ II M p UJ 00 � r O O dJ d w w a C3 t- 0 'o � I ;o �o O x x _FFSEE K1UHI LEG (SHEETS PD -1 TO PD -3) MATCHLINE sTA 45+00 I "AHEAD" x L, all B (2 TOTAL) Q No. STRIPING DETAIL - SPRAYABLE THERMOPLASTIC STA 44+20 JOIN V V STA 45+40 JOIN EXISTING STRIPINGI. N 12'' THERMOPLASTIC WHITE LIMIT LINE / CROSSWALK I EXISTING STRIPING SIGNAL OA I I "I 29 I. B THERMOPLASTIC PAVEMENT MARKING I (2 TOTAL)`., II \ 12 I I `. I /� C 50'-4" WHITE THERMOPLASTIC TRAFFIC STRIPE 29 11 W3 3 1 8'' WHITE THERMOPLASTIC STIPEGa45 ° I I MATCHLINE STA 45+00 O SPACING AS NOTEDI SEE LEFT I O8" YELLOW THERMOPLASTIC STIPEa450 SPACING AS NOTED ROADSIDE SIGN (ONE POST), SEE CITY OF 38 I I 0 T FONTANA STANDARD PLAN 4003 FOR I OTYPE IV(RT) ARROW INSTALLATION DETAILS B (2 TOTAL) EXISTING SIGN � R3-7 QQ REMOVE SIGN `° Icv c� c�C\j D 35'SPACING EXISTING SIGN TO REMAIN 22 1 � Q, / 45 R61-13(CA) (MOD) NO SIGN NUMBER�y TYPE IMT) ARROW \ BEGIN / END STRIPING DETAIL (4 TOTAL) B -`' I / GB SIGNAL AHEAD I � � I I � ONLY ONLY ONLY ONLY (2 TOTAL) — - - F DELINEATOR (CLASS I), TYPE SHOWN C N 63'x30'' 5 R3-7 DELINEATOR (CLASS I) TYPE IV(LT) ARROW / 7 W3-3 ��, @,25' SPACING TYPICAL - C 38 (5 TOTAL) / 1 R/W B A �� ��—T �_ ---- -�� 38 (2 TOTAL) R1-11J� - R1 -1 8 48 W4�7 TYPE IV(LT) ARROW 29 (p1 38 39 0 � 035'SPACING �V -- j �5, o _ 1 a, T T-- VAR l - _ _ a - - - - = — - - _VAR a o F -�-T -� 12 5�—gyp `—� ----- - -------------------- - Q '� v _ 1 c~n w F - - 12' 'Q�`)S=* o� 5p��`5= -- 227' 12' CYPR — — — — — rAVE 12 w = 4 �_ ——- 1 -—---——--——————----—--——-—- 1-, 12' — — — — — — — — — — — — — — — _ — Jw / — -- — — z w VAR i v vn 39 � % 4� N N w< �� 3 9��— 129 — W3— 3I1 3 8 9 --- " C SIGNAL AHEAD" A \ O'BIKE LANE _ B C �� (2 TOTAL) j' j �— _1 - �V - ALLEY WAY (1 TOTAL) � fF07 R3_7, z r Ci I I x J Q U 0 w t— a N I ILP LAST REVI._,LD 3:'"1 i' ,u07 \JR7-9A -nB TYPE IV(RT) ARROW I 12 I I I I \' 1 2 I 3 8 I. a Q0 c\� cv cv Qv i TYPE IV(LT) ARROW I (4 TOTAL) SEE RIGHT I -- MATCHLINE STA 55+00 I 29 I --- --- -- I-1 W 3- 3 l i l\\ SIGNAL" (2 TOTAL) I B AHEAD _STA 54+60 JOIN (2 TOTAL) EXISTING STRIPING N A I ArI �I I STA' 55+80 JOIN I EXISTING STRIPING ❑� - W14-2132 MATCHLINE STA 55+00 SEE LEFT THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING WORK ONLY. \- 33 W1 4-2 44 W1 -7 1 AS -BUILT lIl NO CHANGES ON THIS SHEET CHANGE S NOTED ON THIS SHEET THIS HDELETED By: Date: If R.E. Approval: Q1 SIGN ADDED 2Q STRIPING CHANGE C.C.O. No. Sheet 3 of Contract # ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION AND SIGNING SCALE: 1''=50' PD -1 RELATIVE goRDER SCALE 0 2 USERNAME=>N0030939 CU 08224 EA 467701 IS IN INCHES DGN FILE => 46770na001_RFB.(1grI — IA {t a NImt1 imi'mm) yyi�h a '�` V � �' j, la ,j 00 ww CD 0 J J a. d wwl a � I 0 H I lot a POST MILES SHEET TOTAL Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SB 10 15.73 70713 5 fd. 5/30/08 -- REGISTERED CIVIL ENGINEER DATE v. MIDIDADDI June 17, 2008 51036 __ PLANS APPROVAL DATE NE I1� Exp.,/30/09 ' THE S T,4 TE OF CAL /FORMA OR ITS OF, / t= ri 5 � C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE aCCLIR4CY OR COMPLETENESS OF ELF/"Tti�i of cnL ��, �' COPIES OF IH/S PLAN SHEET CITY OF FONTANA m1PrLmOR 7700 IRVINL 1E11TER DRIVE, kiln J2335 SUITE 270 IRVINE, CA 9�'1 T FONTANA STANDARD PLAN 4003 FOR I OTYPE IV(RT) ARROW INSTALLATION DETAILS B (2 TOTAL) EXISTING SIGN � R3-7 QQ REMOVE SIGN `° Icv c� c�C\j D 35'SPACING EXISTING SIGN TO REMAIN 22 1 � Q, / 45 R61-13(CA) (MOD) NO SIGN NUMBER�y TYPE IMT) ARROW \ BEGIN / END STRIPING DETAIL (4 TOTAL) B -`' I / GB SIGNAL AHEAD I � � I I � ONLY ONLY ONLY ONLY (2 TOTAL) — - - F DELINEATOR (CLASS I), TYPE SHOWN C N 63'x30'' 5 R3-7 DELINEATOR (CLASS I) TYPE IV(LT) ARROW / 7 W3-3 ��, @,25' SPACING TYPICAL - C 38 (5 TOTAL) / 1 R/W B A �� ��—T �_ ---- -�� 38 (2 TOTAL) R1-11J� - R1 -1 8 48 W4�7 TYPE IV(LT) ARROW 29 (p1 38 39 0 � 035'SPACING �V -- j �5, o _ 1 a, T T-- VAR l - _ _ a - - - - = — - - _VAR a o F -�-T -� 12 5�—gyp `—� ----- - -------------------- - Q '� v _ 1 c~n w F - - 12' 'Q�`)S=* o� 5p��`5= -- 227' 12' CYPR — — — — — rAVE 12 w = 4 �_ ——- 1 -—---——--——————----—--——-—- 1-, 12' — — — — — — — — — — — — — — — _ — Jw / — -- — — z w VAR i v vn 39 � % 4� N N w< �� 3 9��— 129 — W3— 3I1 3 8 9 --- " C SIGNAL AHEAD" A \ O'BIKE LANE _ B C �� (2 TOTAL) j' j �— _1 - �V - ALLEY WAY (1 TOTAL) � fF07 R3_7, z r Ci I I x J Q U 0 w t— a N I ILP LAST REVI._,LD 3:'"1 i' ,u07 \JR7-9A -nB TYPE IV(RT) ARROW I 12 I I I I \' 1 2 I 3 8 I. a Q0 c\� cv cv Qv i TYPE IV(LT) ARROW I (4 TOTAL) SEE RIGHT I -- MATCHLINE STA 55+00 I 29 I --- --- -- I-1 W 3- 3 l i l\\ SIGNAL" (2 TOTAL) I B AHEAD _STA 54+60 JOIN (2 TOTAL) EXISTING STRIPING N A I ArI �I I STA' 55+80 JOIN I EXISTING STRIPING ❑� - W14-2132 MATCHLINE STA 55+00 SEE LEFT THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING WORK ONLY. \- 33 W1 4-2 44 W1 -7 1 AS -BUILT lIl NO CHANGES ON THIS SHEET CHANGE S NOTED ON THIS SHEET THIS HDELETED By: Date: If R.E. Approval: Q1 SIGN ADDED 2Q STRIPING CHANGE C.C.O. No. Sheet 3 of Contract # ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION AND SIGNING SCALE: 1''=50' PD -1 RELATIVE goRDER SCALE 0 2 USERNAME=>N0030939 CU 08224 EA 467701 IS IN INCHES DGN FILE => 46770na001_RFB.(1grI — IA {t a NImt1 imi'mm) yyi�h a '�` V � �' j, la ,j 00 ww CD 0 J J a. d wwl a � I 0 H I lot a M x w m I Gf) w w c > w w El� a 0 R /W 36 R7 -9A B 'BIKE LANE " om w m m CC Z 0 "BTKE LANE z TYPE P 38 _jER z 0 U G86 1211 Lc Citrus Avenue x Q 12" CAPS '- NEXT RIGHT 0 V') (1 8'x7011) Z a SIGNOH-1 W ,r w - Q BORDER LAST REVISED 3/1/2007 11 ILn N I � I N 19 00 5 a� C J Q N 00 co N co IL rn 00 11 rn 0 N G86 FEBT 16" UC Sierra Avenue 1211 LC 19" CAPS Fo tan N '` NEXT RIG T (18' 100 JR SIGN H - R7 -9A 41 "STOP" W -7 46 12 13 1g' 14 N "D" AVE ' 'BIKE LANE B 1 3 R1 -1 TYPE I (LT OW B TYPE P - 39 MARKER MIN 65 6 67 6 CYPRESS ------ ------ ------ - --- -- ----- - - - - -- --- 5T LA Rm LLI Z Z U w co J Ln N 3K N 0 O CD z N < +I 35'SPACING �D 5 W2-2(LT) 17 9 SIGNAL AHEAD "CB (2 TOTAL) W3-35_8 39 TOYON AVE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 71 135 4I 5/30/08 QROFESSIOry REGISTERED CIVIL ENGINEER DATE �0 <' MIDIDADDI June 17, 2008Z LO No. 51036 A PLANS APPROVAL DATE 9/30/09 Exp. >a THE STATE OF CAL/FORMA OR TTS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLEFOR sT C I V I L THE ACCURACY OR COMPLETENESS OF ELECTRONIC ��e OF CALIF���`P COPIES OF THIS PLAN SHEET. CITY OF FONTANA UMTLIFOp 8353 SIERRA AVENUE 7700 IRVINE CENTER DRIVE, FONTANA, CALIFORNIA 92335 SUITE 270 IRVINE, CA 92618 q � TYPE IV(LT) ARROW 38 (3 TOTAL) CB t THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING WORK ONLY. RELATIVE BORDER SCALE 2 ; USERNAME=>p0030989 IS IN INCHES DGN FILE => 46770na002_RFB.dgn L 3D KE LANE # " a33516 W2-2(RT) ING W1 -7 19 OM1 R61- LY15(CA) 40 ONONLY 48"x30" - TYPE IV(RT) CB ARROW O1 STRIPING CHANGE 20 ARROW TYPE CHANGE Q SIGN TYPE CHANGE ® SIGN ADDED D 39 38 35'SPACING B TYPE VII(LT) AR (2 TOTAL) 20 R3-7 AS -BUILT N, NO CHANGES ON THIS SHEET CI CHAryG AS NOTED ON THIS SHRET 7O THIS $fT DELETED I R.E. v C.C.O. No. b Sheet___- _'Of Contract 0 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN 0 1n N N aLLJ 0 O N _J ,f w O M N u n 00 JIn aw L.�1 s l0 _ --- 12' - - - - U0 U Q 00 wc~i) _ ---- - - - - - -- - - - - 61 12'--- 62 63 IL a_ UJ ,,, x � a 12,-=2 2------------ > H c=nz -------- 12 w Lj J = -- - - - W Q R7 9A 37 Z 0 "BTKE LANE z TYPE P 38 _jER z 0 U G86 1211 Lc Citrus Avenue x Q 12" CAPS '- NEXT RIGHT 0 V') (1 8'x7011) Z a SIGNOH-1 W ,r w - Q BORDER LAST REVISED 3/1/2007 11 ILn N I � I N 19 00 5 a� C J Q N 00 co N co IL rn 00 11 rn 0 N G86 FEBT 16" UC Sierra Avenue 1211 LC 19" CAPS Fo tan N '` NEXT RIG T (18' 100 JR SIGN H - R7 -9A 41 "STOP" W -7 46 12 13 1g' 14 N "D" AVE ' 'BIKE LANE B 1 3 R1 -1 TYPE I (LT OW B TYPE P - 39 MARKER MIN 65 6 67 6 CYPRESS ------ ------ ------ - --- -- ----- - - - - -- --- 5T LA Rm LLI Z Z U w co J Ln N 3K N 0 O CD z N < +I 35'SPACING �D 5 W2-2(LT) 17 9 SIGNAL AHEAD "CB (2 TOTAL) W3-35_8 39 TOYON AVE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 71 135 4I 5/30/08 QROFESSIOry REGISTERED CIVIL ENGINEER DATE �0 <' MIDIDADDI June 17, 2008Z LO No. 51036 A PLANS APPROVAL DATE 9/30/09 Exp. >a THE STATE OF CAL/FORMA OR TTS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLEFOR sT C I V I L THE ACCURACY OR COMPLETENESS OF ELECTRONIC ��e OF CALIF���`P COPIES OF THIS PLAN SHEET. CITY OF FONTANA UMTLIFOp 8353 SIERRA AVENUE 7700 IRVINE CENTER DRIVE, FONTANA, CALIFORNIA 92335 SUITE 270 IRVINE, CA 92618 q � TYPE IV(LT) ARROW 38 (3 TOTAL) CB t THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING WORK ONLY. RELATIVE BORDER SCALE 2 ; USERNAME=>p0030989 IS IN INCHES DGN FILE => 46770na002_RFB.dgn L 3D KE LANE # " a33516 W2-2(RT) ING W1 -7 19 OM1 R61- LY15(CA) 40 ONONLY 48"x30" - TYPE IV(RT) CB ARROW O1 STRIPING CHANGE 20 ARROW TYPE CHANGE Q SIGN TYPE CHANGE ® SIGN ADDED D 39 38 35'SPACING B TYPE VII(LT) AR (2 TOTAL) 20 R3-7 AS -BUILT N, NO CHANGES ON THIS SHEET CI CHAryG AS NOTED ON THIS SHRET 7O THIS $fT DELETED I R.E. v C.C.O. No. b Sheet___- _'Of Contract 0 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN 0 1n N N PAVEMENT DELINEATION00 AND SIGNING SCALE: 1"=50' PD -2 J o CU 08224 IEA 467701 �J N Q M N u n 00 w w r 00 J J IL a_ UJ ,,, � a o H PAVEMENT DELINEATION00 AND SIGNING SCALE: 1"=50' PD -2 J o CU 08224 IEA 467701 �J x x x x 0 r w m Un o > w w u� Q� > w w cl� a 0 om } w m � ao J z W -DCD � U — U J In W Q W S U r-) U O CC w o_ N J Q z O_ u z z a J U7 z 0 U BORDER LAST REVISED 3/1/2007 TYF TYP' SEE ABOVE RIGHT MATCHLINE STA 54+00 D "SIGNAL AHEAD" (2 TOTAL) ]W3-3 ra 12 `j STA 57+20 JOIN THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING WORK ONLY. RELATIVE BORDER SCALE 1 2 3 USERNAME=>p0030989 IS IN INCHES DGN FILE => 46770na003_RFB.dgn EXISTING STRIPING Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 72 135 4 �`- ;' 5/30/08 ROFESSIQ REGISTERED CIVIL ENGINEER DATEcl sae �a� MIDIDADDI June 17, 2008Z PLANS APPROVAL DATE m No. 51036 A � � THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.9/30/09 OR AGENTS SHAL / NOT BE RESPONSIBLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC ATF OF CALIFO��`P COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 R.E. 1111TIJEOR 7700 IRVINE CENTER DRIVE„ SUITE 270 IRVINE, CA 92618 AS -BUILT NO CHANGES ON THIS SHEET CHANTSg NOTED ON THIS SHEET THIS S nFs crcn C.C.O. -mtrACt 01 STRIPING CHANGE 20 ARROW TYPE CHANGE 0 MOVED SIGN ® REMOVED BIKE LANE & SIGN 42 50 SIGN ADDED ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PAVEMENT DELINE AND SIGNING SCALED 1 "=50' CU 08224 EA 467701 ATION PD -3 o � oa N M N Q M N � n 00 ww FF- 0 J OJ a a ww F- 0 F- 0 0 �o ;0 0 u x ►4 x 0 z 0 Q rl 0 cn z ry Q 0 z w R— Q w 0 70 w - F Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 73 135 4 V � ' 5/30/08 REGISTERED CIVIL ENGINEER DATE �o e�°FEss F��v4 V. F � L ti MIDIDADDI June 17, 200851036 No. Z PLANS APPROVAL DATE 9/30/09 m Exp. THE STATE OF CAL/FORMA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBLE FOR ST C I V I L `P THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF OF- CAL 1Fo COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 PAVEMENT DELINEATION QUANTITIES i11rLjE 7700 IRVINE CENTER DRIVE. SUITE 270 IRVINE, CA 92618 SHEET NO. LOCATION DESCRIPTION LEGEND S - SIGNAL A - AHEAD THERMOPLASTIC o r m > ST- STOP o w B - BIKE w MARKERS L - LANE MARKINGS a 0 BLA - BIKE LANE ARROW z 0 Q rl 0 cn z ry Q 0 z w R— Q w 0 70 w - F Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 73 135 4 V � ' 5/30/08 REGISTERED CIVIL ENGINEER DATE �o e�°FEss F��v4 V. F � L ti MIDIDADDI June 17, 200851036 No. Z PLANS APPROVAL DATE 9/30/09 m Exp. THE STATE OF CAL/FORMA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBLE FOR ST C I V I L `P THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF OF- CAL 1Fo COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 PAVEMENT DELINEATION QUANTITIES i11rLjE 7700 IRVINE CENTER DRIVE. SUITE 270 IRVINE, CA 92618 SHEET NO. LOCATION DESCRIPTION THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) PAVEMENT MARKERS THERMOPLASTIC PAVEMENT MARKINGS DELINEATORS DETAIL No. 899 11912 ' 27B,C 50 -4128'28 WHITE 22 21 39A 8 YELLOW Ia45 369360 38,380 38B 39,E 40 NON REFLECTIVE RETROREFLECTIVE ARROWS WORDS w ~~ =Ln v N a w a < z = o N � J CLASS I CLASS I (BARRIER MOUNTED) 4" BROKEN WHITE 4" SOLID WHITE 4" DOUBLE YELLOW 6" BROKEN WHITE 8" SOLID YELLOW 8" SOLID WHITE 6" SOLID WHITE 4" BROKEN WHITE TYPE A TYPE AY TYPE C TYPE D TYPE G TYPE H ft ft ft ft ft ft ft ft EA EA EA EA EA EA TYPE ft2 TYPE ft2 ft2 ft2 TYP EA TYP EA PD -1 "C" STA 48+00.00 TO STA 60+00.00 1 600 345 3625 1 525 1810 340 185 99 IV BLA 149 S A B L 211 417 F 14 "S" STA 45+60.00 TO 54+40.00 1490 250 1220 915 70 69 IV 135 S A 252 491 PD -2 "C" STA 60+00.00 TO STA 74+00.00 2298 235 5 0 38 60 98 2758 225 95 II,IV9BLA135 ,A,B,L 170 "D" AVENUE 650 54 ST 44 25 PD -3 "C" STA 74+00.00 TO STA 79+00.00 140 535 1840 105 815 355 206 77 37 I,IV,VII 112S 63 365 F 10 "V" STA 54+60.00 TO STA 54+40.00 1810 650 1015 100 954 52 77 I 120 S,A 252 470 SUB TOTAL 79338 29015 13,752 38j 265 t 59194 j 49923 j546 0 0 0 663_j 377 1 0 - 651 0 992 0 1 1768 24 0 GRAND TOTAL34 071 0 1040 0411)_24 0 QUANTITIES UPDATED 12/8/2009 BORDER LAST REVISED 3/1/2007 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION QUANTITIES ONLY. RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0030989 IS IN INCHES I i I i I i i DGN FILE => 46770nc001_RFB.dgn AS -BUILT No CHANGES ON THIS SHRU CHANESd AA�$ NOM oN THII IKU TH1%HESA QlI.M0 I R.E. C.C.O. No. beet. fP _ of-. ,_. Contract M -C" - PAVEMENT DELINEATION AND SIGN QUANTITIES NO SCALE PDO -1 CU 08224 EA 467701 C) a - o cc cv �r � u 00 WW F- O p J J a- a- ww F- M F- 0 �o >0 �o 0 H x x x // x n r w Ln u� a > w w n cc `> w w Ll - Q 0 U, z 0 z O F_ a O Z a O z w Q w 0 w a SIGN QUANTITIES AND MATERIAL SUMMARY 1 SHEET No. SIGN No. SIGN CODE SIGN SIZE L X D ("in x in) z w a w to z o w u s o J mZ Up BACKGROUND LEGEND GRAFFITI FLOW SINGLE -SHEET CH Q o zLLJ 0 w a z W z Q I_0J (n LL zwo CDJ W QCD Q O V) �� zo �w L Q �z 0 � �N w oz �(D w- �� CD Cn ^ � Jm JV) <V) z Z o z U > z� REMARKS CL f- o w Q Z Q J ALUMINUMJE C� ZQC W O W0 _ � w www JLn> QF- Of W CD Zo w J W _ N w www _j Q� W o a Q Ln � � W E E l0 E E O z:2;a C' 3: L D ft2 ft2 ft2 ft A A EA EAJ EA ft PD -1 1 W3-3 36 36 1 Z. cc� ~ YELLOW III BLACK IV LL 1 9 OH -1 FWBT ''A'' STA 830+02 1944 1 105 OH -2 FEBT "A'' STA 829+27 2166 7 150 TOTAL PD -1 2 R1-1 1 PD -1 3 W3-3 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -1 4 W3-3 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -1 5 R3-7 36 36 1 WHITE III BLACK IV 1 9 1 7 PD -1 6 R3-7 36 36 1 WHITE III BLACK IV 1 9 1 1 7 PD -1 7 W3-3 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -1 8 R1-1 PD -1 9 R3-7 36 36 1 WHITE III BLACK IV 1 9 1 7 PD -1 10 R1 -1 1 PD -1 11 R1-1 1 PD -2 12 R1-1 30 30 1 RED III WHITE IV 1 6.3 1 7 PD -2 13 R1 -1 1 PD -2 14 R1-1 30 30 1 RED III WHITE IV 1 6.3 1 7 PD -2 15 R1-1 1 PD -2 16 W2-2 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -2 17 W2-2 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -2 18 W3-3 36 36 1 YELLOW III BLACK IV 1 9 1 7 W1-7 36 18 1 YELLOW III BLACK IV 1 4.5 1 7 PD -2 19 OM1 18 18 1 WHITE III IV 1 2.3 PD -2 20 R3-7 36 36 1 WHITE III BLACK IV 1 9 1 7 PD -3 21 W3-3 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -3 22 R26S 1 PD -3 23 R26S 1 PD -3 24 OM1 1 PD -3 25 R1-1 1 PD -3 26 W3-3 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -3 27 R3-7 36 36 1 WHITE III BLACK IV 1 9 1 7 PD -3 28 R26S 1 PD -3 29 W3-3 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -3 30 R3-7 36 36 1 WHITE III BLACK IV 1 9 1 7 PD -3 31 R3-7 36 36 1 WHITE III BLACK IV 1 9 1 1 1 7 PD -1 32 W14-2 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -1 33 W14-2 36 36 1 YELLOW III BLACK IV 1 9 1 7 PD -1 34 W14-2 36 1 36 1 YELLOW III BLACK IV 1 9 1 7 PD -1 35 R7 -9A 12 18 1 WHITE III RED/BLACK IV 1 1.5 1 7 PD -2 36 R7 -9A 12 18 1 WHITE III RED/BLACK IV 1 1.5 1 7 PD -2 37 R7 -9A 12 18 1 1 WHITE III RED/BLACK IV 1 1.5 1 7 PD -2 38 TYPE P(CA) 18 18 1 YELLOW _TI —I 1 2.3 1 2 PD -2 39 2 TYP 18 18 1 YELLOW III 1 2.3 1 2 PD -2 40 R61 -1 5( A) 48 30 WHITE III BLACK IV 1 10 1 7 PD -2 41 'q-7-- 9-A 12 18 1 WHITE III RED/BLACK IV 1 1.5 1 7 PD -2 OH -1 G 8 6 1 0 1 105 PD -2 OH -2 2 G 2 0 GREEN II WH T IV 1 150 PD -3 43 R3 -8B 48 30 1 WHITE III BLACK IV 1 9 1 7 PD -1 44 W1-7 36 18 1 YELLOW III BLACK IV 1 4.5 1 7 PD -1 45 R61-13(CA) 63 30 1 WHITE III BLACK IV 1 10 1 7 PD -2 46 W1-7 36 18 1 YELLOW III BLACK IV 1 4.5 1 7 PD -2 47 W4-7 36 18 1 WHITE III BLACK IV 1 4.5 1 7 PD -1 48 W4-7 36 18 WHITE III BLACK IV 1 4.5 1 7 SUBTOTAL 37 38 257 255ff6�_01 0 Jill 0 vY.,IV, V N, v v V . NOTE: (N) - NOT A PAY ITEM FOR INFORMATION ONLY (F) - FINAL PAY ITEM BuRDER L A j i iiLvi_LD 3/1/2007 THIS PLAN ACCURATE FOR SIGNING QUANTITIES ONLY. RELATIVE BORDER SCALE 2 3 USERNAME=>pU030989 IS IN INCHES I I �DGN FILE => 46770nc002 RFB,dan Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 74 135 UAV 5/30/08 REGISTERED CIVIL ENGINEER DATE June 17, 2008 PLANS APPROVAL DATE I'HE 51-471- OF C4L IFOP7/VZ4 of !T5 OFFICERS �R ACENTS SHALL NOT BE_ RE5P'O/VSlBLE FUR THE 4Cc URACY OR COMPS FTENE S OF EI ECTAc�h OP/ES OF THIS PL 4/V SHEET CITY OF FONTANA iE II T::iiA 92335 INT LJEOR 7 wC IlRvINE CENTER UhI,j1 SUITE 270 IRVINE, (:,' OVERHEAD SIGN QUANTITIES 1 w w ^ W a UD^ U D^ w w D w m ��J W m CY�J > z� Ln ^ O� Ln ^ O> - - — Q` z:2;a C' 3: z:a CD 3: LL_ J to Y Ln (.D C� J �C'J z =(� _.� J0� Ln Gln Z V) 0' - OO= JI QC]O= �J Z W SIGN Z. cc� ~ �� V) w z NO. LOCATION LL z OH -1 FWBT ''A'' STA 830+02 1944 1944 105 OH -2 FEBT "A'' STA 829+27 2166 2166 150 TOTAL 4110 4110 255 AS -BUIL 0 NO CHANGES ON THIS SHEET a %HA4° E AS NOTED ON THIS SHEET 6 T�q #HI9? DELETED /a R.E. C.C.O. No. Sheet__d 'nntrjai # ��-10TP(( �� ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION AND SIGN QUANTITIES NO SCALE PDO -2 CU 08224 EA 467701 0 O w w 0 0 J J d d ww Q �o 0 O 0 �o 0 Kq X Mounting bracket_ L5 x 3 x 1/2 See Detail A O N oSign OH -1 M U) i- (118' x 70 a o > m W W 0 V > W c bi Q in Face of _ sign panel - v Safety railing 1 - rn 7Safety Ch n See Note rn Fixture mounting S17 Walkway channels C 00 Walkway bracket S16 W5 x 16 36" Chain Link Railing Type 7 Modified Conc Barrier Type 26 12" 12 [1 Min Anchorage e "Resin Capsule Type Bolt Anchorage" Top of deck -2.0% 1"CI 1 2' � See Detail B om m 6'_211 12" 24'+ —17 I Li .. . TYPICAL MOUNTING BRACKET ASSEMBLY aw J Z W Y U , U J (n W aW= U 0 U r X af o _ 5/6" cadmium plated stee I > / elevator head bolt with hex 3 nut and lockwasher 3/4 \ / 3/; x25 H.S. bolt 5 with nut and J _ plate wa er Z / 0 cli Z 3 5 Mounting bracket slot /8" x /a"L Splice line. Contractor to L 5x3x%2 I z determine location E Q after sign delivery Eyebolt for D o walkway chain Z ~ CE 5/6" mounting e I ev L head bolt typical + 13 Walkway chain angle zo L 3x3x% extend from end bracket to fl sh X I -- c 1 F with sign panel edge 51 " o V, C1 V) z 1 -- LL - LU LU f- a a 1/4 %g' 0 tyle for 3 3/ `x25 H.S. bolt 1/4 1 1YI 611 1 l.. Safety • _ �� IIIIIIIIIIIIIIIIIIIIIIIIIIIII X a v 0 w N Diagonal brace ' L 3x3x% 1` I 1 1/2" 16" 1 Y211 MOUNTING BRACKET ANGLE DETAIL 5/8" Galvanized alloy - steel forged anchor shackle with cotter pin. ( See Note 4) See Note 51 Safety lug CYPRESS AVE. OC BRIDGE NO. — 1 i/211 Top of barrier o N a C.C.O. No. 7 - Sheet z of ±- Contract - -P6- 09 OD LOCATION DETAIL `\ qlkwoyeSafet L 1 WT 6x175 1 - (� Walkway bracket hex hd bolt , Mounting bracket -,)nut, flat & lock washer and beveled washer,tot. 4 SECTION C -C A I Bolt dia. DBart/4" x 2"x 2" T PLATE WASHER For all slotted holes Bar 6"X%4"X10 i/„ Bar 51/4" x%2" x6" 2 60 Slot 2"x 7/a" _ J 211 311 311 211 1/4 �- CL Anchorage S I of 7/8"x21/2" DETAIL A %'' dia stainless steel cable -Install this clip as close to loop or thimbleas possible WT 6x175 X1/4 a- 1 3/411 Slot 3"x7/8"� 41S 1 �/2 " X7/8 412 N CL Alternative C.I.P. V4 Exterior Mounting Bracket Outside edge of sign panel 3%4" drop forged eyebolt with hex nut, 2 washers and lock washer. Shank 2" long 21 L3x3x3/8 Note. Exterior mounting bracket to face outward to accommodate the safely chain angle. (At ends of walkway only) SECTION B -B A Edge of Walkway chain angle sign panel Outside edge--a- of dge►of sign panel a"X %" slot SECTION E -E %4 11 0 6 %4 " min. stud bQlt� SECTION F -F I bolt anchorage �I 7/8"0 hole for _ 3/'x25 H.S. bolt I 11 R-washerbar 2''x/2 x 211 double hex hd_nut Capsule anchor Plate washer for3/4" 0' bolt L 6x3%2 X3/8 x9 RESIN CAPSULE TYPE -.. — BOLT ANCHORAGE See Note 2 clr (L Anchorage Note:Capsule anchorage is subject to approval of Engineer. Installation procedures shall comply with manufacturers instructions. VTES= �/ v v 1, For detail not shown, see Standard Plans S16, 1 S17 & S1 8. 2. The exterior mounting bracket to face outward to accomodate the walkway chain angle. 3. Contractor to provide anchor bolt layout before anchor bolts are placed. 4. Shackle shall have a minimum working load of 10 kips. 5. Unless otherwise shown, all steel shall be galvanized after fabrication. BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I 1 USERNAME=>$USER DGN FILE => $REQUEST Plan Corrections 03-13-2009. o 0 1 FF 100 J J rrFWL"ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SHOWN 20 SIGN DETAILS - SIGN OH -1 W o �O NO SCALE S D -1 J o CU 08224 EA 467701 Distl COUNTY I ROUTE'''"` TOTAL PROJECT '""" No. SHEETS 08 SB 10 15.73 75 135 rd .. /JM l ► 5/30/08 �kofESS 10 REGISTERED CIVIL ENGINEER DATE oe Nq< S-�.i:ILT MIDIDADDI d�. Z NO CHANGES ON THIS SHEET June 17, 2008No 51036 m CHANCES AS NQTED ON THIS SHEET PLANS APPROVAL DATE EXP 9/30/09 THIS SHEET DELETED Ayf_ STATE OF CALIONIAOR !TS OFFICERS � � FR By: M w -to N hit a AGENTS SHALL NOT BE RESPONSIBLE FOR spq CIVIL `P rF E ACCURACY OR COMPL Z-TZ-NZ-55OF ELECTRONIC OF Four CAL L Date: g i o PIES OF THIS PLAN SHEET, .A4. Approval: es.2ap OOOV GITY OF FONTANA mrrUEOR 353 SIERRA AVENUE 7700 IRVINE CENTER DRIVE, FONTANA, CALIFORNIA 92335 SUITE 270 IRVINE, CA 92618 C.C.O. No. 7 - Sheet z of ±- Contract - -P6- 09 OD LOCATION DETAIL `\ qlkwoyeSafet L 1 WT 6x175 1 - (� Walkway bracket hex hd bolt , Mounting bracket -,)nut, flat & lock washer and beveled washer,tot. 4 SECTION C -C A I Bolt dia. DBart/4" x 2"x 2" T PLATE WASHER For all slotted holes Bar 6"X%4"X10 i/„ Bar 51/4" x%2" x6" 2 60 Slot 2"x 7/a" _ J 211 311 311 211 1/4 �- CL Anchorage S I of 7/8"x21/2" DETAIL A %'' dia stainless steel cable -Install this clip as close to loop or thimbleas possible WT 6x175 X1/4 a- 1 3/411 Slot 3"x7/8"� 41S 1 �/2 " X7/8 412 N CL Alternative C.I.P. V4 Exterior Mounting Bracket Outside edge of sign panel 3%4" drop forged eyebolt with hex nut, 2 washers and lock washer. Shank 2" long 21 L3x3x3/8 Note. Exterior mounting bracket to face outward to accommodate the safely chain angle. (At ends of walkway only) SECTION B -B A Edge of Walkway chain angle sign panel Outside edge--a- of dge►of sign panel a"X %" slot SECTION E -E %4 11 0 6 %4 " min. stud bQlt� SECTION F -F I bolt anchorage �I 7/8"0 hole for _ 3/'x25 H.S. bolt I 11 R-washerbar 2''x/2 x 211 double hex hd_nut Capsule anchor Plate washer for3/4" 0' bolt L 6x3%2 X3/8 x9 RESIN CAPSULE TYPE -.. — BOLT ANCHORAGE See Note 2 clr (L Anchorage Note:Capsule anchorage is subject to approval of Engineer. Installation procedures shall comply with manufacturers instructions. VTES= �/ v v 1, For detail not shown, see Standard Plans S16, 1 S17 & S1 8. 2. The exterior mounting bracket to face outward to accomodate the walkway chain angle. 3. Contractor to provide anchor bolt layout before anchor bolts are placed. 4. Shackle shall have a minimum working load of 10 kips. 5. Unless otherwise shown, all steel shall be galvanized after fabrication. BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I 1 USERNAME=>$USER DGN FILE => $REQUEST Plan Corrections 03-13-2009. o 0 1 FF 100 J J rrFWL"ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SHOWN 20 SIGN DETAILS - SIGN OH -1 W o �O NO SCALE S D -1 J o CU 08224 EA 467701 X 0 m w > w w I > w LL) Q 0 0 Safety railing Fixture mounting channels Walkway bracket S 11 W5 x 16 Mounting bracket L5 x 3 x 1/9 Chain Link Rolling Type 7 Modified Conc Barrier Type 26 Anchorage e "Resin Capsule Type Bolt Anchorage Top of deck _1) r% -/ TYPICAL MOUNTING BRACKET ASSEMBLY X� o _ CL 5/6" cadmium plated stee I > / elevator head bolt with hex 3 Y4 nut and lockwasher / 3/' x 25 H.S. bolt U' 5" with nut and plate wa er Z � o = ~Mounting bracket 'Slot 3/g" X 5/g" L 5x3x%2 1 Splice I ine. Contractor to Z determine location E _ Q o after sign de I i very Eyebolt for OV 0 walkway chain 0 II GL 5/16" mounting e I ev L_ -C head bolt typical 1Y4 Walkway chain angle z L 3x3x% extend from end bracket to fl sh X 1 F with sign panel edge 51/4" d N N z O z W Q X —'1 Q U LI 0 w 1/4 %8" 0 hole for 3" 3/ "x25 H.S. bolt — 1/4 1 1 /611 1 I... �OSafety lug 11111111111111111111111111111 Walkway bracket �-VD i agona l brace 3x3x% 1, 4" 11/2 11 1611 111/2 11 111. MOUNTING BRACKET ANGLE DETAIL 5/8" Galvanized alloy - steel forged anchor shackle with cotter pin. ( See Note 4) See Note 51 Safety lug CYPRESS AVE. OC BRIDGE NO. J a 00 N 00 D N � D G$61 FEBT i ra Avenue on ana N XT RIGHT (1 8IF100" ) S GN H- VE LOCATION DETAIL A AS -BUILT I NO CHANGES ON THIS SHEET 11 CHANGES AS NOTED ON THIS SHEET THIS SHEET DELETED By: IJ cLtw Al.a,r_co&J Dale: S 1 f FW6. Approval: _ C.C.O. No. 2 Sheet 3 of 4 Contract #sa-(01- b,a-coo, Walkway I �Lff I I Sof et L 1 WT 6 x 17.5 1 q Walkway bracket 3/g" hex hd bolt , Mounting bracket k nut, flat & locwasher and beveled washer,tot. 4 SECTION C -C A I Bolt dia. 1/8" Bart/411 X 211x 211 T PLATE WASHER For all slotted Ibtes 1 3/411 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 76 135 4 5/30/08 ?\,0ESS10 REGISTERED CIVIL ENGINEER DATE �0 4� MIDIDADDI June 17, 2008 0 N 51036 m PLANS APPROVAL DATE 9/30/09 Exp. THE STATE OF CALIFORNIA OR !TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL ♦P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALZ� COPIES OF THIS PLAN SHEET. CITY OF FONTANA IIVTUEOR 8353 SIERRA AVENUE 7700 IRVINE CENTER DRIVE, FONTANA, CALIFORNIA 92335 SUITE 270 IRVINE, CA 92618 /A I I LL Exterior Mounting Bracket Outside edge of sign panel 3%4" drop forged eyebolt with hex nut, 2 washers and lock washer. Shank 2" long 211- L3x3x3/8 Note: Exterlor moll bracket to face outward to accommodate the safety chaln angle. (At ends of walkway only) SECTION B -B A Edge of Walkway chain angle sign panel Outside edge -►I of sign panel 11x%" slot See Note 2 11 clr —11/2" Bar 6"x%4"x10 1 1 j? SECTION E -E Top of Bar 5/4" x/2" x6" 601 SECTION F -F barrier Slot 2"x7/8" _ 11211 N 211 �- CL Anchorage S I ot7/8"x21/2'1 DETAIL A I om } ri eff Engineer w m WEEM Installation procedures shall comply with manufacturers aL o J z W D Y NOTES 1 U U J In W For detai I not shown, see Standard Plans S16, 1 aw = w w U 0 U S17 & S18. Mounting bracket L5 x 3 x 1/9 Chain Link Rolling Type 7 Modified Conc Barrier Type 26 Anchorage e "Resin Capsule Type Bolt Anchorage Top of deck _1) r% -/ TYPICAL MOUNTING BRACKET ASSEMBLY X� o _ CL 5/6" cadmium plated stee I > / elevator head bolt with hex 3 Y4 nut and lockwasher / 3/' x 25 H.S. bolt U' 5" with nut and plate wa er Z � o = ~Mounting bracket 'Slot 3/g" X 5/g" L 5x3x%2 1 Splice I ine. Contractor to Z determine location E _ Q o after sign de I i very Eyebolt for OV 0 walkway chain 0 II GL 5/16" mounting e I ev L_ -C head bolt typical 1Y4 Walkway chain angle z L 3x3x% extend from end bracket to fl sh X 1 F with sign panel edge 51/4" d N N z O z W Q X —'1 Q U LI 0 w 1/4 %8" 0 hole for 3" 3/ "x25 H.S. bolt — 1/4 1 1 /611 1 I... �OSafety lug 11111111111111111111111111111 Walkway bracket �-VD i agona l brace 3x3x% 1, 4" 11/2 11 1611 111/2 11 111. MOUNTING BRACKET ANGLE DETAIL 5/8" Galvanized alloy - steel forged anchor shackle with cotter pin. ( See Note 4) See Note 51 Safety lug CYPRESS AVE. OC BRIDGE NO. J a 00 N 00 D N � D G$61 FEBT i ra Avenue on ana N XT RIGHT (1 8IF100" ) S GN H- VE LOCATION DETAIL A AS -BUILT I NO CHANGES ON THIS SHEET 11 CHANGES AS NOTED ON THIS SHEET THIS SHEET DELETED By: IJ cLtw Al.a,r_co&J Dale: S 1 f FW6. Approval: _ C.C.O. No. 2 Sheet 3 of 4 Contract #sa-(01- b,a-coo, Walkway I �Lff I I Sof et L 1 WT 6 x 17.5 1 q Walkway bracket 3/g" hex hd bolt , Mounting bracket k nut, flat & locwasher and beveled washer,tot. 4 SECTION C -C A I Bolt dia. 1/8" Bart/411 X 211x 211 T PLATE WASHER For all slotted Ibtes 1 3/411 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 76 135 4 5/30/08 ?\,0ESS10 REGISTERED CIVIL ENGINEER DATE �0 4� MIDIDADDI June 17, 2008 0 N 51036 m PLANS APPROVAL DATE 9/30/09 Exp. THE STATE OF CALIFORNIA OR !TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL ♦P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALZ� COPIES OF THIS PLAN SHEET. CITY OF FONTANA IIVTUEOR 8353 SIERRA AVENUE 7700 IRVINE CENTER DRIVE, FONTANA, CALIFORNIA 92335 SUITE 270 IRVINE, CA 92618 /A I I LL Exterior Mounting Bracket Outside edge of sign panel 3%4" drop forged eyebolt with hex nut, 2 washers and lock washer. Shank 2" long 211- L3x3x3/8 Note: Exterlor moll bracket to face outward to accommodate the safety chaln angle. (At ends of walkway only) SECTION B -B A Edge of Walkway chain angle sign panel Outside edge -►I of sign panel 11x%" slot See Note 2 11 clr —11/2" Bar 6"x%4"x10 1 1 j? SECTION E -E Top of Bar 5/4" x/2" x6" 601 SECTION F -F barrier Slot 2"x7/8" _ 11211 N 211 �- CL Anchorage S I ot7/8"x21/2'1 DETAIL A 3/8" d i a stainless steel cable -Install this clip as close to loop or thimble s possible 7,\` WT 6x/5 BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES :I M N Slot 3"x7/8" 4/ 1,1 41 it Slot 11/211x7/811 11 0 6%4" min. 4 1/4 MN stud It N f(� Alternative C.I.P. bolt anchorage 7/8"0 hole for „. _ %4x2.5 H. S. bolt R_ washer bar 2"x1/2"x 2" double hex hd_nut Capsule anchor Plate washer for3/4" l bolt L 6x31/2 x3/8 x9 RESIN CAPSULE TYPE DETAIL B BOLT ANCHORAGE CL Anchorage ri eff Engineer L41A WEEM Installation procedures shall comply 3/8" d i a stainless steel cable -Install this clip as close to loop or thimble s possible 7,\` WT 6x/5 BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES :I M N Slot 3"x7/8" 4/ 1,1 41 it Slot 11/211x7/811 11 0 6%4" min. 4 1/4 MN stud It N f(� Alternative C.I.P. bolt anchorage 7/8"0 hole for „. _ %4x2.5 H. S. bolt R_ washer bar 2"x1/2"x 2" double hex hd_nut Capsule anchor Plate washer for3/4" l bolt L 6x31/2 x3/8 x9 RESIN CAPSULE TYPE DETAIL B BOLT ANCHORAGE CL Anchorage Note: Capsule anchorage is subject to approval of Engineer Installation procedures shall comply with manufacturers instructions. NOTES 1 1 , For detai I not shown, see Standard Plans S16, 1 w w S17 & S18. a -- o 2. The exterior mounting bracket to face outward Plan Corrections 03-13-2009. 00 _ °�; to accomodate the walkway chain angle. Ld LJ + 3. Contractor to provide anchor bolt layout before _J a anchor bolts are placed. UJ UJ o 4. Shackle shall have a minimum working load of 10 kips. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SHOWN 0 5. Unless otherwise shown, al I steel sho l I SIGN DETAILS _ SIGN OH -2 o be galvanized after fabrication. > o NO SCALE SD -2 a o 0 1 2 3 USERNAME => $USER IDGN CU 08224 EA 467701 1 1 1 1 1 i FILE => $REQUEST X X X x <7 K9 x 0 O O (V Q \ :m qq' 0 r w m Vn o > w w V) rr > w w o' a 0 r >_ om m w �o 0 Qw w - Z CD W J In > aw w C> c� !Y 0 F o' Lu C N a LLI z � o V) U � LL > � Q z a r) _J z 0 U W I.L. 0 z W I— Q a_ W 0 0 _. z CD LL LL_ to0 LLJ Q1 N NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND OETAJL V. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER Di IS 48" OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER Dt IS 48" OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2 = 96" OR LESS, L=5'-6 P=5" B. D2 OVER 96", L=6'-0", P=8" L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER 7HAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6" OC. 4. STATIONS OF MANHOLES SHOWN ON THIS PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6, FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY WAY BE PLACED AT THE SPRING LINE. 8, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SHT. 2. 9. D BARS SHALL BE #4 FOR D2 = 39" OR LESS, #5 FOR 02 = 42" TO 84" INCLUSIVE AND #6 FOR D2 = 90" OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11, STEPS SHALL CONFORM TO STANDARD PLAN 3024. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAINLINE = 36" INSIDE DIAMETER OR LARGER, EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 36" TO 42" INSIDE DWMETER AND THE MAIN UNE RCP UPSTREAM IS 33" OR LESS STANDARD PLAN 3014 SHALL BE USED. B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30". Q QROFESS / ZAPOVED ``1`��E`��•p4 SAyO�;Eycy No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL * EXP.9l30fp7 REVIEWED BY. fl9rf OF p04Q�\� DATE OF LAST REVISION: CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (ID = 3611 OR LARGER) STD. PLAN NO. 3012 SHT 3 OF 4 FOR ADDITIONAL DETAILS NOT SHOWN REFER TO CITY OF FONTANA STANDARD PLANS BORDER LAST REVISED 3/1/2007 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 3014 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 36" WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3015. 16. WHERE A PRESSURE MANHOLE SHAM - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3016. 17. WHERE A PRESSURE MANHOLE SHAFT - 36" WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3017. 18. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3014 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 3015 MANHOLE SHAFT - 36" WITHOUT REDUCER 3016 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 3017 PRESSURE MANHOLE SHAFT 36" WITHOUT REDUCER 3019 24" MANHOLE FRAME AND COVER 3023 36" MANHOLE FRAME AND COVER 3024 STEEL STEP dk �QttROFESS lO,�! ` 4AROVED BY No. 51152 CITY EN EER DATE RICARDO SANDOVAL * EXP. 910107 * REVIEWED BY: I �lgTf OF ICA0�`�`a DATE OF LAST REVISION: RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (ID = 361' OR LARGER) 07; I a'm STD. PLAN NO. 3012 SHT 4 OF 4 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 45B 135 J?�S a 4/24/09 FESSro REGISTERED CIVIL ENGINEER DATE oe NQS ICHARD S F2 BOTTCHER z No. 47080 PLANS APPROVAL DATE Exp. 12/31/09 THE STATE OF CALIFORNIA OR 17-5 OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sl CIVIL `P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CAL COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 PARSONS 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 ZISHEET ADDED TO INCLUDE MANHOLE DETAILS. THIS MANHOLE STRUCTURE DETAILS REPLACES ALL MODIFIED TRAFFIC TYPE JUNCTION STRUCTURES WITH MANHOLE COVER. 04/24/09 AS -BUILT YO -NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET Q HISS ET DELET R.E. DRAINAGE DETAILS MANHOLE STRUCTURE SHEET 2 OF 2 NO SCALE DD -6 USERNAME => p0083748 CU 08224 DGN FILE => R:\Cypress\sheets\Post 100%_042409\46770iC006.dgn EA 467701 Lel 0 W5 0 o un N n v o N v f• n ^ I II 0 0 WW 00 -� J d a W W H Q � D F -o 'o I J 0 ro �o J 0 X FN X _j < 'o WV. (3) IS ADJUST TO GRADE z...... 0 TO BE RELOCATED BY OTHERS PROP: CONDUIT ......... u SEE;SHLE-T ... ZD•...... SWR MH COF t SWR MH COF ADJUST TO GRADE c) En CD PROTECT IN PLACE BUR CB* --4!! -PC'"' AT&T J 30" SWR VCP COF PROTECT IN PLA <w Lij c I N1 _j Z �3: PROTECT IN Z �PLACE—___— CD _j Ln .. ... ..... ... ...... = ....... ........ . .... .. ... ... Tol 4. 4 10" ............. . . . . . . . . . . . . . . . . . . . WTR ;:FWC c NOTE: & CAP BY OTHERS + 2" GAS SCG 1 LOCATION OF THE UTILITY FACILITIES SHOWN ON CUT CAP BY OT -HERS REGISTERn,,t'IVIL ENGINEER DATE THESE PLANS WERE OBTAINED FROM OWNERS RECORDS SCE AND/OR UTILITY AS BUILT PLANS. ....... ........... OTHERS X.......... .... ........... ...... ..... ...... x Z WV 2. UTILITY OWNERSHIP OF THIS PROJECT4, ........... ADJUST TO GRADE xp.3/31/10 civi WATER WATER COMPANY (OWNED BY OTHERS . ............... CORAF5 Or THIS PLAN SHEET. PP 1029894H SCE: SAN GABRIEL VALLEY WATER COMPANY)— ............. . .. ...... 8353 SIERRA AVENUE SUITE B-120 ADJUST TO GRADE WEIR BOX -CALTRANS PROP PP 4736001E REMOVE BY ADJUST TO GRADE WORK BY OTHERS GAS -SOUTHERN CALIFORNIA W. -COMPANY WTR FWC A PP 71798S SCE A 5JUST TO BE RELOCATED BY ......... SEWER -CITY OF FONTANA ..... .. . .. I PP 444514E SCE . ....... WV TIDBE RELOCATED BY OTHERS PETROLEUM -KINDER MORGAN OH PWR SCE & TWC 0 TO BE RELOCATED BY OTHERS _ R -C.T ...... N- 7 P*LACE ELECTRIC -SOUTHERN CALIFORNIA ..... ED1S,ON ... ...... . P OTE 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o TELEPHONE -AT&T Ho m V) FIBER OPTICS -SUNESYS C) > 0 -LEVEL 3 COMMUNICATIONS A A ABANDON BY OTHERS. Lu -WILTEL COMMUNICATIONS 3. ALL ELEVATIONS SHOWN REFER TO THE, TOP OF PIPE 2" GAS SCG ELEVATIONS UNLESS OTHERWISE INDICATED. CAP BY OTHERS PP 4445143E SCE PROTECT IN PLACE": _j FH... ........... 'ia .... .......... t w 0 TO BE RELOCATED BY OT --HERS 0 ---------- ----------_ - - 0 V) xzWM . . . . . . . .. . . . . . . . . . . . .. . .. . .. .. . j . . . . . . . . k I I L P I b 4 59 v) W . . . . . . . . . . . . . . . . . w TO BE RELOCATED BY fvmucoc _j < 'o WV. (3) IS ADJUST TO GRADE z...... 0 TO BE RELOCATED BY OTHERS PROP: CONDUIT ......... u SEE;SHLE-T ... ZD•...... SWR MH COF t SWR MH COF ADJUST TO GRADE c) En CD PROTECT IN PLACE BUR CB* --4!! -PC'"' AT&T J 30" SWR VCP COF PROTECT IN PLA <w Lij c I N1 _j Z �3: PROTECT IN Z �PLACE—___— CD _j Ln .. ... ..... ... ...... = ....... ........ . .... .. ... ... Tol 4. 4 10" ............. . . . . . . . . . . . . . . . . . . . WTR ;:FWC c CUT & CAP BY OTHERS + 2" GAS SCG CUT CAP BY OT -HERS REGISTERn,,t'IVIL ENGINEER DATE PP 4.445142E W/ SL SCE TO BE RELOCATED BY OTHERS X.......... .... ........... ...... ..... ...... Z WV ........... ADJUST TO GRADE xp.3/31/10 civi TO BE RELOCATED BY OTHERS . ............... CORAF5 Or THIS PLAN SHEET. PP 1029894H SCE: TO BE ............. . .. ...... 8353 SIERRA AVENUE SUITE B-120 ADJUST TO GRADE WEIR BOX SWR MH PROP PP 4736001E REMOVE BY ADJUST TO GRADE WORK BY OTHERS SWR MH WTR FWC A PP 71798S SCE A 5JUST TO BE RELOCATED BY OTHERS . ....... WV TIDBE RELOCATED BY OTHERS OH PWR SCE & TWC a ADJUST VV UNALIt TO BE ABANDONED BY OTHERS 2" GAS SCG CITY R /W ABANDON BY OTHERS -------- .- 30",. -SWR COF ----------- ABANDON 1. -------------- ----- ............. c ..... ... ......... _.mp;emwi,5� ............... *A-V P, 5-S Dist COUNTY ROUTE POST MILES ISHEET I TOTAL I TOTAL PROJECT I No. ISHEET! c F I PROP CONDUIT + PROP 18" WTR SEE SHEET UD -1 �%\ WORK BY OTHERS 17" WTR FWC REGISTERn,,t'IVIL ENGINEER DATE PROTECT IN PLACE 3" GAS SCG JUN 1 7 ?MA PROTECT 114 PLACE Z BUR CB \4" C -PC AT&T. PROTECT IN PLACE xp.3/31/10 civi OR AGENTS SHALL NOT BE RESPONSIBLE "`4 ACCURACY T _SS OF ELECTRONIC THZ RACY OR COMPLZ ZrNi _rL IrC OF . ............... CORAF5 Or THIS PLAN SHEET. PP 1029894H SCE: TO BE RELOCATED BY OTHERS 8353 SIERRA AVENUE SUITE B-120 SWR MH COF WEIR BOX REMOVE PROP PP 4736001E REMOVE BY OTHERS WORK BY OTHERS SWR MH COF A PP 71798S SCE A 5JUST TO GRADE 10" WTR FWC TIDBE RELOCATED BY OTHERS OH PWR SCE & TWC ADJUST VV UNALIt TO BE ABANDONED BY OTHERS 2" GAS SCG CITY R /W ABANDON BY OTHERS -------- .- 30",. -SWR COF ----------- ABANDON 1. -------------- ----- ............. c ..... ... ......... _.mp;emwi,5� ............... *A-V P, 5-S x 0 — — — — — — — ---- .... ... ....... ....... p 1.11.1'...... ................. ....... .. . .. ...... . .. .. - 4 9___ 7 -A #71�a Tv -J uJ 9 ri - - - - - - - - - T ui > am wm LIJ ------------- ----- --------- V) D TEL PED AT&TABANDON WM U) UTILITY PED fV ABA N % ....... .71797S SC PROTECT IN PLA CE 1. d. 1. P..: _j TO BE RELOCATED BY OTHEF *Tp < TO BE _-OC Q BY OTHERS -9 'd ''SU PP 20OW2E :PP L "WWWWO, �E: rd.... l, PP 2006893E SC . ..... CA'%[) BY OTHERS ........... TO BE RELO TO: .... BE RELOC THERS u AL z R = = PP 4T131271E W/ SL d p ... T-.E.L ..... PE.D_... T - I D PROTECT IN PLACE SCE CI > TO BE RELOCATED BY ,.OTHERS TO RE RELOCATED �BY OTHERS ..... . ... ... ... wM .7 7 WM < c) PROPOSED SEWER ...... ............ TO BE.RELOCATED ;BY OTHERS %.TO BE RELOCATED BY OTHERS. 'K� BY ... 1pOlT-K-RS: 615805 SCE.: 1� .. ... WOR H SWR MH COF PP 20170,16E SCEI. I Q ............ .... ....... 0 TO BE RELOCATE -.0 ........ BY .:OT ERS FxP ADJUST TO GRADE TO BE REL.,OCATED D PY� TH ER S vq ABANDON P. -ROP ..... F. L.: E C u 4651r65OE SCE.... j I i - - OH PWR SCE & TWC BY OTHERS ABANDON CATED-+ BY TO BE 'REL0 O. -TA E R S ZY ..... OTHERS TO BE RELOCATED BY OTHERS PP PP TELE AT&T WORK::1 2017018E 6" WTR��:fwc OH P INR...+, 1 TWC,..,. ABBREVIATIONS d ... I TO BE W/ SL SCE I N PLACE::ABANDONED PROTECT 1N PLACE ... .......... x 'T ...... 1 12" WTR FW. -C PROTE6T TO BE RELOCATED BY OTHERS rr 'BY OTIE;RS BUR UD DUMILU CABLE IV DL nLLVUAILU rNur cuuZt 10" WTR FWC. WM. CSG CASING t RS ;WORK BY OTHERS a- 15" SWR . ..... am ABANDON COF CITY OF FONTANA TO BE RELOCATED BY OTHERS CP COF BY OTHERS:::�-::.�::�. ....... ... .... ........ .. . ......... All. PRO ... FH FIRE HYDRANT PROTECT IN PLACE P CONDUIT T FH ................ cr_ FO & CCTV FIBER OPTIC AND CLOSED CIRCUIT TV t 5-1 ............... llt . - - ... OH PWR SCE & .,.SEE: SHE.E ... UD - 6 GAS SCG TO BE-:�. FUWC FONTANA UNION WATER COMPANY . ..... .... RELOCATED T �ELOCATED BY OTHERS 4 ISI TO BE RELOCATED BY ST96 ...... BY OTHERS FWC FONTANA WATER COMPANY .......... WM -..OTHERS KMI KINDER MORGAN ............... .. T� BE RELOCATE LV3 & WILTEL LEVEL 3 AND WILTEL :COMMUNICATIONS LA: LF ...... .......... TO BE RELOCATEDOTHERS RS -BUILT BY As =E MH MANHOLE Ld PP* --6V77`2-'1 H- - -SCE .... ❑:NO CHANGES ON THIS SHEET ...... ...... ....... OH PWR ........ �zl. .: > I 1,il . ..... C= OVERHEAD POWER ... .... ....... .... .. .. ... . . ...... . .. ..... �.o ............ TO BE\RELOCATED BY OTHERS XCHANGES AS NOTED ON THIS SHWr ........... PC PORTER CABLE CUT & CAP BY OTHERS 07 ... TH HEET POWER POLE o PP ...... .... .. ... . .......... Afty SCE SOUTHERN CALIFORNIA EDISON PP 4586406E SCE Date: SCG SOUTHERN CALIFORNIA GAS COMPANY SL STREET LIGHT . ..................... TO BE RELOCATED BY OTHERS FLE.Appy Lrr STL CSG STEEL CASING ........ ........... ...... .... ....... ..... . . ... . ...... . .._..,,. SWR SEWER .0.0 4445.u.w. ' .... 08E SCE cr_ C) TEL PED TELEPHONE PEDESTAL ...................... ........ l U.. PROTECT`"'TN TN PLACE TWC TIME WARNER CABLE .............. . x _j VCP VITRIFIED CLAY PIPE ............ W/ WITH me ....... : 1 co ALL DIMENSIONS ARE IN FEET : ; .... t i 1 1 1 .... I w IA_ WM WATER METER UNLESS OTHERWISE SHOWN WTR WATER ............ ..... .. WV WATER VALVE ... UTILITY PLAN KI BORDER LAST REVISED 3/1/2007 THIS PLAN ACCURATE FOR UTILITY WORK ONLY. SCALE: 1"=50' RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>p0020629 CU 08224 EA 467701 IS IN INCHES I I I I I I I �DGN FILE => g:\646713-i-10-cypress\sht\util'ity\46770ko001.dgn 5 Dist COUNTY ROUTE POST MILES ISHEET I TOTAL I TOTAL PROJECT I No. ISHEET! 081 SBd 10 15.73 48 135 5/30/08 REGISTERn,,t'IVIL ENGINEER DATE qf�OFESSJO `V4 DAVID JUN 1 7 ?MA SPE I RS ...........1 6 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR ITS OFFICERS xp.3/31/10 civi OR AGENTS SHALL NOT BE RESPONSIBLE "`4 ACCURACY T _SS OF ELECTRONIC THZ RACY OR COMPLZ ZrNi _rL IrC OF . ............... CORAF5 Or THIS PLAN SHEET. CALIF` CITY OF FONTANA PARSONS 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B-120 .. ........ FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 PROP PP 4736001E WORK BY OTHERS A PP 71798S SCE TIDBE RELOCATED BY OTHERS OH PWR SCE & TWC 0 TO BE RELOCATED BY OTHERS 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ........ 18" WTR SWR MH COF . ....... WORK BY OTHERS REMOVE ....... 17" WTR FWC A A ABANDON BY OTHERS. ............. CIT:Y R/W 2" GAS SCG CAP BY OTHERS WV 0 T %.bEr ERS -ATED 13Y OT -.H FH... ........... 'ia .... .......... t w 0 TO BE RELOCATED BY OT --HERS 0 ---------- ----------_ - - 0 all . . . . . . . .. . . . . . . . . . . . .. . .. . .. .. . j . . . . . . . . k I I L P I b 4 59 v) W . . . . . . . . . . . . . . . . . w x 0 — — — — — — — ---- .... ... ....... ....... p 1.11.1'...... ................. ....... .. . .. ...... . .. .. - 4 9___ 7 -A #71�a Tv -J uJ 9 ri - - - - - - - - - T ui > am wm LIJ ------------- ----- --------- V) D TEL PED AT&TABANDON WM U) UTILITY PED fV ABA N % ....... .71797S SC PROTECT IN PLA CE 1. d. 1. P..: _j TO BE RELOCATED BY OTHEF *Tp < TO BE _-OC Q BY OTHERS -9 'd ''SU PP 20OW2E :PP L "WWWWO, �E: rd.... l, PP 2006893E SC . ..... CA'%[) BY OTHERS ........... TO BE RELO TO: .... BE RELOC THERS u AL z R = = PP 4T131271E W/ SL d p ... T-.E.L ..... PE.D_... T - I D PROTECT IN PLACE SCE CI > TO BE RELOCATED BY ,.OTHERS TO RE RELOCATED �BY OTHERS ..... . ... ... ... wM .7 7 WM < c) PROPOSED SEWER ...... ............ TO BE.RELOCATED ;BY OTHERS %.TO BE RELOCATED BY OTHERS. 'K� BY ... 1pOlT-K-RS: 615805 SCE.: 1� .. ... WOR H SWR MH COF PP 20170,16E SCEI. I Q ............ .... ....... 0 TO BE RELOCATE -.0 ........ BY .:OT ERS FxP ADJUST TO GRADE TO BE REL.,OCATED D PY� TH ER S vq ABANDON P. -ROP ..... F. L.: E C u 4651r65OE SCE.... j I i - - OH PWR SCE & TWC BY OTHERS ABANDON CATED-+ BY TO BE 'REL0 O. -TA E R S ZY ..... OTHERS TO BE RELOCATED BY OTHERS PP PP TELE AT&T WORK::1 2017018E 6" WTR��:fwc OH P INR...+, 1 TWC,..,. ABBREVIATIONS d ... I TO BE W/ SL SCE I N PLACE::ABANDONED PROTECT 1N PLACE ... .......... x 'T ...... 1 12" WTR FW. -C PROTE6T TO BE RELOCATED BY OTHERS rr 'BY OTIE;RS BUR UD DUMILU CABLE IV DL nLLVUAILU rNur cuuZt 10" WTR FWC. WM. CSG CASING t RS ;WORK BY OTHERS a- 15" SWR . ..... am ABANDON COF CITY OF FONTANA TO BE RELOCATED BY OTHERS CP COF BY OTHERS:::�-::.�::�. ....... ... .... ........ .. . ......... All. PRO ... FH FIRE HYDRANT PROTECT IN PLACE P CONDUIT T FH ................ cr_ FO & CCTV FIBER OPTIC AND CLOSED CIRCUIT TV t 5-1 ............... llt . - - ... OH PWR SCE & .,.SEE: SHE.E ... UD - 6 GAS SCG TO BE-:�. FUWC FONTANA UNION WATER COMPANY . ..... .... RELOCATED T �ELOCATED BY OTHERS 4 ISI TO BE RELOCATED BY ST96 ...... BY OTHERS FWC FONTANA WATER COMPANY .......... WM -..OTHERS KMI KINDER MORGAN ............... .. T� BE RELOCATE LV3 & WILTEL LEVEL 3 AND WILTEL :COMMUNICATIONS LA: LF ...... .......... TO BE RELOCATEDOTHERS RS -BUILT BY As =E MH MANHOLE Ld PP* --6V77`2-'1 H- - -SCE .... ❑:NO CHANGES ON THIS SHEET ...... ...... ....... OH PWR ........ �zl. .: > I 1,il . ..... C= OVERHEAD POWER ... .... ....... .... .. .. ... . . ...... . .. ..... �.o ............ TO BE\RELOCATED BY OTHERS XCHANGES AS NOTED ON THIS SHWr ........... PC PORTER CABLE CUT & CAP BY OTHERS 07 ... TH HEET POWER POLE o PP ...... .... .. ... . .......... Afty SCE SOUTHERN CALIFORNIA EDISON PP 4586406E SCE Date: SCG SOUTHERN CALIFORNIA GAS COMPANY SL STREET LIGHT . ..................... TO BE RELOCATED BY OTHERS FLE.Appy Lrr STL CSG STEEL CASING ........ ........... ...... .... ....... ..... . . ... . ...... . .._..,,. SWR SEWER .0.0 4445.u.w. ' .... 08E SCE cr_ C) TEL PED TELEPHONE PEDESTAL ...................... ........ l U.. PROTECT`"'TN TN PLACE TWC TIME WARNER CABLE .............. . x _j VCP VITRIFIED CLAY PIPE ............ W/ WITH me ....... : 1 co ALL DIMENSIONS ARE IN FEET : ; .... t i 1 1 1 .... I w IA_ WM WATER METER UNLESS OTHERWISE SHOWN WTR WATER ............ ..... .. WV WATER VALVE ... UTILITY PLAN KI BORDER LAST REVISED 3/1/2007 THIS PLAN ACCURATE FOR UTILITY WORK ONLY. SCALE: 1"=50' RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>p0020629 CU 08224 EA 467701 IS IN INCHES I I I I I I I �DGN FILE => g:\646713-i-10-cypress\sht\util'ity\46770ko001.dgn 5 x 0 r w m "n o > Iil > 1, FO & CCTV ``' of a ~ (LV3 & WILTEL) PROMECT IN PLACE 10" WTR FWC x ABANDON J Q > II o PROP. 18" WTR a WORK BY OTHERS 0 CITY R___ I I II a WEIR BOX II Dist COUNTY ROUTE POST MILES SHEET TOTAL I I I I N TOTAL PROJECT No. SHEETS 08 SBd 10 15°73 49 135 o V o mj N 5/30/08 O0 REGISTER IVIL ENGINEER DATE �o PR01'ESSlONq( Q DAVID �2 m SPEIRS Z O June 17, 2008 44956 m _ N No. PLANS APPROVAL DATE t Exp. 3/31/10 m THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS 511AL L NOT BE 17E5PONSIBL E FOR sr ♦P qrf F-- THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF CAL1F o COPIES OF THI5 PL AN SHEET. 0 N � 0 0 J PA VJ0r4 f PP' 261 303S SCE CITY OF FONTANA 3602 INLAND EMPIRE BLVD, W 8353 SIERRA AVENUE SUITE B-120 PROTECT I PLACE FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 ABANDON 0 10" WTR FWC x ABANDON J Q > II o PROP. 18" WTR a WORK BY OTHERS 0 CITY R___ I I II a WEIR BOX II I I � I I � I I I , I I I. II ti 1 u O I REMOVE BY OTHERS I I I I 10" WTR FWC x ABANDON J Q > II o PROP. 18" WTR a WORK BY OTHERS 0 CITY R___ I I II a WEIR BOX II D FN / VV- ' o H PWR SCE & .` 0 SUNESY$ & 1 EL AT&T . ",_ J✓ o T BE� Rj i nroT jq- PROP Ss x a B OTHERS 6X5" CONDUITS �r C) WORK BY N OTHERS Z Q 0 Lu 20" OIL KM PROTECT IN PLACE Q 16" OIL KM w o - ----PROTECT IN --PLACE " Q _ w - V BORDER LAST REVISED 3/1/2007 2'' WTR FWC N PROTECT IN PLACE nsF' PROP. 9" WTR 12'' WTR - FWC PP 26136 S -SCE WORK BY OTHERS of PROP. 2'' WTR a PROTECT IN PLACE PROTECT IN PWRP SCE co WORK BY OTHERS 0 Q' o PP 620555 SCE TO BE RELOCATED BY OTHERS Q '� SEE STRUCTURE PLANS PP 261362S SCE EOR UTILITIES' WITHIN PROTECT IN PLACE... 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SCALE 1 "=50' RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 GU 08224 EA 467701 TS IN TNr.HFS I I I I n(;N PTIP7 =) n: \F4F71 -� I 7+v\4E77nknM9 rinn I I 00M O a- 0 0 N O Ln o o •• Q n n 00 w w F-- F-- r 00 O J CL tl W W F � a 0 f- 00 0 N I >o w �o a o J o _, w — F V BORDER LAST REVISED 3/1/2007 j CITY CITY PP 2613395 SCE ; TO BE RELOCATED BY OTHERS SWR MH COF ADJUST TO GRADE i OH PWR SCE & TEL AT&T & FO SUNESYS TO BE RELOCATED BY OTHERS 27'' SWR VCP COF- TO BE RELOCATED BY OTHERS 6'' WTR FWC' TO BE RELOCATED BY OTHERS PP 446431 1 E W/ "SL SCE TO BE RELOCATED BY OTHERS 'FH TO BE RELOCATED BY OTHERS WV ADJUST TO GRADE PROP 13'' WTR WORK BY OTHERS 8'' WTR FWC PROTECT IN PLACE t r'o OTHERS PROTECT IN PLACE 'ff --- - ------- PP.-194750.4E 'SC:( 2 GAS SCG 'E TO BE RELOCATED TO BE RELOCATED BY OTHERS BY OTHE-RS (CONFLICT W/ DRAINAGE SYSTEM 11) P�lNI 411 GAS ',SCG TO BE RELOCATED BY OTHERS (CONFLICT W/ DRAINAGE SYSTEM 13) 4o e PROP 13" WTR q, WORK BY OTHERS Ln WM u' I PROTECT IN PLACE > i N PP 737310H SCE PROTECT IN PLACE, ! 4'' GAS SCG _I PROTECT IN PLACE PROTECT 'IN PLACE 12 SWR VCP COF PROTECT IN PLACE w o Ln 3 THIS PLAN ACCURATE FOR UTILITY WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 TS IN TWHFS I I I I I I I nr:N FII F =) n:\F4F71-� 7-1(1-rvnragc\ch+\ii+i I T+v\4F77nkn001 rinn Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 50 135 5/30/08 RO oFESS� REGISTER D,, IVIL ENGINEER DATE �a e Nab DAVID �2 LO SPEIRS June 17, 2008Z PLANS APPROVAL DATE No. 44956 � � THE STATE OF CAL 1FORNIA OR ITS OFFICERS Exp.3/31 /1 0 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF EL ECTRONIC 4rE OF CAL IVOR`'� COPIES OF THIS PLAN SHEET. PARSONS ITY OF FONTANA C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, SUITE B-120 FONTANA CALIFORNIA 92335 � ONTARIO, CALIFORNIA 91764 4 ,Q AS -BUILT a Z n o w Ln c/) THIS E DELETED `n �o By Z o.. (_ z o r R.E. 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PROP 7'' W TO BE RELOCATED B OTHERS w - d WORK BY BUR CB 4" PC AT&T _, w — F V BORDER LAST REVISED 3/1/2007 j CITY CITY PP 2613395 SCE ; TO BE RELOCATED BY OTHERS SWR MH COF ADJUST TO GRADE i OH PWR SCE & TEL AT&T & FO SUNESYS TO BE RELOCATED BY OTHERS 27'' SWR VCP COF- TO BE RELOCATED BY OTHERS 6'' WTR FWC' TO BE RELOCATED BY OTHERS PP 446431 1 E W/ "SL SCE TO BE RELOCATED BY OTHERS 'FH TO BE RELOCATED BY OTHERS WV ADJUST TO GRADE PROP 13'' WTR WORK BY OTHERS 8'' WTR FWC PROTECT IN PLACE t r'o OTHERS PROTECT IN PLACE 'ff --- - ------- PP.-194750.4E 'SC:( 2 GAS SCG 'E TO BE RELOCATED TO BE RELOCATED BY OTHERS BY OTHE-RS (CONFLICT W/ DRAINAGE SYSTEM 11) P�lNI 411 GAS ',SCG TO BE RELOCATED BY OTHERS (CONFLICT W/ DRAINAGE SYSTEM 13) 4o e PROP 13" WTR q, WORK BY OTHERS Ln WM u' I PROTECT IN PLACE > i N PP 737310H SCE PROTECT IN PLACE, ! 4'' GAS SCG _I PROTECT IN PLACE PROTECT 'IN PLACE 12 SWR VCP COF PROTECT IN PLACE w o Ln 3 THIS PLAN ACCURATE FOR UTILITY WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 TS IN TWHFS I I I I I I I nr:N FII F =) n:\F4F71-� 7-1(1-rvnragc\ch+\ii+i I T+v\4F77nkn001 rinn Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 50 135 5/30/08 RO oFESS� REGISTER D,, IVIL ENGINEER DATE �a e Nab DAVID �2 LO SPEIRS June 17, 2008Z PLANS APPROVAL DATE No. 44956 � � THE STATE OF CAL 1FORNIA OR ITS OFFICERS Exp.3/31 /1 0 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF EL ECTRONIC 4rE OF CAL IVOR`'� COPIES OF THIS PLAN SHEET. PARSONS ITY OF FONTANA C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, SUITE B-120 FONTANA CALIFORNIA 92335 � ONTARIO, CALIFORNIA 91764 4 ,Q AS -BUILT a Z n o CHANGES AS NOTED ON THIS SHEET Ln c/) THIS E DELETED `n �o By Z o.. z o — R.E. Approv11 _ LL II > Q Z o Q J V) Z O U z 0 x Q 0 a z Q F- F— II 0 I— z w Q CL 0 _, w — F V BORDER LAST REVISED 3/1/2007 j CITY CITY PP 2613395 SCE ; TO BE RELOCATED BY OTHERS SWR MH COF ADJUST TO GRADE i OH PWR SCE & TEL AT&T & FO SUNESYS TO BE RELOCATED BY OTHERS 27'' SWR VCP COF- TO BE RELOCATED BY OTHERS 6'' WTR FWC' TO BE RELOCATED BY OTHERS PP 446431 1 E W/ "SL SCE TO BE RELOCATED BY OTHERS 'FH TO BE RELOCATED BY OTHERS WV ADJUST TO GRADE PROP 13'' WTR WORK BY OTHERS 8'' WTR FWC PROTECT IN PLACE t r'o OTHERS PROTECT IN PLACE 'ff --- - ------- PP.-194750.4E 'SC:( 2 GAS SCG 'E TO BE RELOCATED TO BE RELOCATED BY OTHERS BY OTHE-RS (CONFLICT W/ DRAINAGE SYSTEM 11) P�lNI 411 GAS ',SCG TO BE RELOCATED BY OTHERS (CONFLICT W/ DRAINAGE SYSTEM 13) 4o e PROP 13" WTR q, WORK BY OTHERS Ln WM u' I PROTECT IN PLACE > i N PP 737310H SCE PROTECT IN PLACE, ! 4'' GAS SCG _I PROTECT IN PLACE PROTECT 'IN PLACE 12 SWR VCP COF PROTECT IN PLACE w o Ln 3 THIS PLAN ACCURATE FOR UTILITY WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 TS IN TWHFS I I I I I I I nr:N FII F =) n:\F4F71-� 7-1(1-rvnragc\ch+\ii+i I T+v\4F77nkn001 rinn Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 50 135 5/30/08 RO oFESS� REGISTER D,, IVIL ENGINEER DATE �a e Nab DAVID �2 LO SPEIRS June 17, 2008Z PLANS APPROVAL DATE No. 44956 � � THE STATE OF CAL 1FORNIA OR ITS OFFICERS Exp.3/31 /1 0 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF EL ECTRONIC 4rE OF CAL IVOR`'� COPIES OF THIS PLAN SHEET. PARSONS ITY OF FONTANA C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, SUITE B-120 FONTANA CALIFORNIA 92335 � ONTARIO, CALIFORNIA 91764 4 ,Q AS -BUILT NO CHANGES ON THIS SHEET 0a- 0 0 CHANGES AS NOTED ON THIS SHEET Ln O THIS E DELETED `n �o By Z o.. Date: — R.E. Approv11 _ o II W 0 Ldw F- oC) J J a- ALL DIMENSIONS ARE IN FEET I o UNLESS OTHERWISE SHOWN o 0 UTILITY PLAN x SCALE. 1 "=50, U -3 a o CU 08224 EA 467701 X X 0 r w CD I) M > w w V) Ir Iti > w w 1- < 0 'a 2'—o" _I OG ...........................,................... 21-611 MIN COVER 6" T I o °. 2,_0" '' OG ............................................... G •D 2'-6" MIN 2X2 PVC CONDUIT (TWC) COVER 1X4" PVC CONDUIT (AT&T) A4 0 0i 4X5" PVC CONDUIT (SCE) p TO BE CAPPED FOR FUTURE SE 1'Min D. SECTION A - A 4X4" 2'-6" PVC CONDUIT (AT&T) Al MIN m 3X4" PVC CONDUIT AT&T A2 COVER 2X4" PVC CONDUIT (AT&T) A3 D 6 2,_0" '' OG ............................................... G •D 2'-6" MIN 2X2 PVC CONDUIT (TWC) COVER 1X4" PVC CONDUIT (AT&T) A4 0 0i 4X5" PVC CONDUIT (SCE) p TO BE CAPPED FOR FUTURE SE 1'Min D. SECTION A - A 1'-6.5" CONCRETE BACKFILL PER SCE PLANS 1.5" Typ -43" Typ SECTION B - B X o 47.3 Rt +83.75 > BEG CONDUIT W � NTO BE ABANDONED I -I Cr IN PLACE LIJ - CL O N A2 z o _ m oUJUJ m ........ .............. �o 0 ........................................� F_ - - — J Z 3 vo w J (n > < W w U D � cr 1'-6.5" CONCRETE BACKFILL PER SCE PLANS 1.5" Typ -43" Typ SECTION B - B X o 47.3 Rt +83.75 > BEG CONDUIT W � NTO BE ABANDONED I -I Cr IN PLACE LIJ - CL O N A2 z o _ I u --10; CD I : N A I Al 1 0, o�� I ;c :........�.. ......................r.... -�E E I Z I I N W I ' i � JJ a I a Lu I uj CV J U) C> i I LL_ " UNDERGROUND CONDUIT AT SLOVER AVE Li O Lu CONSTRUCT TO BE ABANDONED IN PLACE (AT&T) }--- 40H) 2'-0" OG ......................................................... 2X4" PVC CONDUIT (TWC) 6 0 0 . 2X4" PVC CONDUIT (SCE) 1 '-0" MIN p o. D 0 SECTION X - X CITY BLOCKWALL---\ LOL R/W c 2 &�.......i............... A ................... ..... ......./ `.......................- 12, n FOR DETAILS NOT SHOWN REFER TO CITY OF FONTANA STANDARD PLAN 36 SECTION Y - Y Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. ISHEETS 08 SBd 10 15.73 51 135 5/30/08 Q�OFESS1pN REGISTER IVIL ENGINEER DATE �0 41� DAVID Fy SPEIRS i June 17, 2008 44956 m PLANS APPROVAL DATE No. � � THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.3/31 /10 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC q'�z'OF CALF COPIES OF THIS PLAN SHEET. CITY OF FONTANA PARSONS C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, 8353 SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 3" PVC RISER ATTACHED TO POLE Exist 9" WATER 28.8 Lt +67.0 BEG CONDUIT TWC TO INSTALL PULLBOX CONSTRUCT OG 5'X8.5' VAULT 2X2" DUCTS SEE SHT UD -3 31 .0' Lt +92.6 �. `........ .................... JAS..... \� Exist 54'DSDCONDUIT .� 30" MIN L TYPICAL SECTION ............... .. ' ...... . ... . ... . - --- .:::::.::::::::::::.::::r.......... 7 _ RISER & PULLBOX (TWC).......:.:..:::;,::.......:::::� ::::::::::::.:::::::::::.:::: :::::::::::::::::: (NOTE: CONTACT TWC FOR 1 4 D AVE < 3- 1 b ADDITIONAL DETAILS) I > 1 23.5 ' :.:.v.� & EL E:C::-::.::::.: �';, .......... TO BE REMOVED w - - UTWC U B - E-(OH)---�- -E ::•:::::::::•:.:::•:::::::.::•::....................... ............ END CONDUIT I I Ii UNDERGROUND CONDUIT AT BOYLE AVE C.C.O. No. 2 Sheet_ 5 of Contract UNDERGROUND CONDUIT AT WASHINGTON DR SEE REVISED DETAIL ON SHEET UD -4 BORDER LAST REVISED 3/1/2007I RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I USERNAME=>p0030989 DGN FILE => 46770kb001-RFB.dgn m a om c,j In 00Co UNDERGROUND CONDUIT AT TAYLOR AVE �� 11 �� AS -BUILT Q ALL DETAILS ON THIS PLAN 0 NO CHANGES ON THIS SHEET REVISED 5-13-2009 o O CHANG S S NOTED ON THIS SHEET d a ❑ THI E DELETED UJ W By: ALL DIMENSIONS ARE IN FEET o Date` UNLESS OTHERWISE SHOWN Zo R.E. Approv o O UTILITY DETAILS �o SCALE: 1 "=40' UD -1 < o CU 08224 EA 467701 --- - 1� MAY 28 2009 ........ .............. < ........................................� F_ - - — I u --10; CD I : N A I Al 1 0, o�� I ;c :........�.. ......................r.... -�E E I Z I I N W I ' i � JJ a I a Lu I uj CV J U) C> i I LL_ " UNDERGROUND CONDUIT AT SLOVER AVE Li O Lu CONSTRUCT TO BE ABANDONED IN PLACE (AT&T) }--- 40H) 2'-0" OG ......................................................... 2X4" PVC CONDUIT (TWC) 6 0 0 . 2X4" PVC CONDUIT (SCE) 1 '-0" MIN p o. D 0 SECTION X - X CITY BLOCKWALL---\ LOL R/W c 2 &�.......i............... A ................... ..... ......./ `.......................- 12, n FOR DETAILS NOT SHOWN REFER TO CITY OF FONTANA STANDARD PLAN 36 SECTION Y - Y Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. ISHEETS 08 SBd 10 15.73 51 135 5/30/08 Q�OFESS1pN REGISTER IVIL ENGINEER DATE �0 41� DAVID Fy SPEIRS i June 17, 2008 44956 m PLANS APPROVAL DATE No. � � THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.3/31 /10 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC q'�z'OF CALF COPIES OF THIS PLAN SHEET. CITY OF FONTANA PARSONS C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, 8353 SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 3" PVC RISER ATTACHED TO POLE Exist 9" WATER 28.8 Lt +67.0 BEG CONDUIT TWC TO INSTALL PULLBOX CONSTRUCT OG 5'X8.5' VAULT 2X2" DUCTS SEE SHT UD -3 31 .0' Lt +92.6 �. `........ .................... JAS..... \� Exist 54'DSDCONDUIT .� 30" MIN L TYPICAL SECTION ............... .. ' ...... . ... . ... . - --- .:::::.::::::::::::.::::r.......... 7 _ RISER & PULLBOX (TWC).......:.:..:::;,::.......:::::� ::::::::::::.:::::::::::.:::: :::::::::::::::::: (NOTE: CONTACT TWC FOR 1 4 D AVE < 3- 1 b ADDITIONAL DETAILS) I > 1 23.5 ' :.:.v.� & EL E:C::-::.::::.: �';, .......... TO BE REMOVED w - - UTWC U B - E-(OH)---�- -E ::•:::::::::•:.:::•:::::::.::•::....................... ............ END CONDUIT I I Ii UNDERGROUND CONDUIT AT BOYLE AVE C.C.O. No. 2 Sheet_ 5 of Contract UNDERGROUND CONDUIT AT WASHINGTON DR SEE REVISED DETAIL ON SHEET UD -4 BORDER LAST REVISED 3/1/2007I RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I USERNAME=>p0030989 DGN FILE => 46770kb001-RFB.dgn m a om c,j In 00Co UNDERGROUND CONDUIT AT TAYLOR AVE �� 11 �� AS -BUILT Q ALL DETAILS ON THIS PLAN 0 NO CHANGES ON THIS SHEET REVISED 5-13-2009 o O CHANG S S NOTED ON THIS SHEET d a ❑ THI E DELETED UJ W By: ALL DIMENSIONS ARE IN FEET o Date` UNLESS OTHERWISE SHOWN Zo R.E. Approv o O UTILITY DETAILS �o SCALE: 1 "=40' UD -1 < o CU 08224 EA 467701 --- - 1� MAY 28 2009 x x 'a Ir r om m F- o 0 aw w _J ) w U J n > Q w w (_)o 0= z 0 X - Q Z Q C)' Li O z LLJ F_ fY Q LLJ D 6'-0" x 12'-0" FLAT WALL VAULT x 7'-0" CHEEP Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 52 135 d� 5/30/08 QROFESS/ON REGISTER D IVIL ENGINEER DATE �o q< DAVID �2 ti SPEIRS June 17, 2008Z w No. 44956 A PLANS APPROVAL DATE 3/31/10 Exp. THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRON/C QTF of CAL lFo��\ COPIES OF TH15 PLAN SHEET. CITY OF FONTANA PARsO EMPIRE BL 8353 SIERRA AVENUE SUITE 3 02 INLAND VD, 20 NOTES: _ �....__ -_.-- _ FONTANA, CALIFORNIA 92335 ONTARIO, 1CALIFORNIA 91 764 ■ VAULT DESIGNED IN ACCORDANCE WITH AASHTO H-20-44 TRAFFIC BRIDGE LOADING USING 5.550000 1. UV612-842-11, 42' BOTTOM SECTION , WT. 16,800 Lbs. / f ~3' 0" 4x 5'-0" DUCTED PULL B O X x 50" DEEP � 2, UV612-T42-11V, 42" ROOF SECTION WT, 15,390 Lbs. i PSI COMPRESSIVE STRENGTH CONCRETE 3. 13" X 140 DI0. SUMP X 4' DEEP, BOTTOM SECTION (1) CORE MTD. AND 60,000 PSI YIELD STRENGTH ASTM A-706 STEEL REINFORCEMENT. 4, 5" DIA CONTERMS 55-30-50), BOTTOM SECTION (24) SHELL MTO. ROOF SECTION (16) SHELL MTD, 1 INOTES: 1. P8366OD-B42-05, 42" BOTTOM SECTION WT, 4,448 Ib% R VAULT TO BE PLACED ON A MIN. 6" BASE OF S. 18" X 18" UNREINFORCED PANEL. ROOF SECTION (4) CORE MTD. 2 P83660 -TBA 8 TOP SECTION. W/GALY. ANGLE FRAME CAST -IN. CRUSHER RUN FOR EASE OF INSTALLATION AND G. 10" DIA X 4" DEEP ABS PLASTIC VENT TERMINATORS, ROOF f PULL BOX DESIGNED IN ACCORDANCE WITH AASNTO WT. 548 rba j N-20.44 TRAFFIC MIDGE LOADING USLNG 5,500 3A. SC3660-TGR-11, 2 PIECE TRAFFIC CO\ER, CRAY FINISH, MARKED TOISON". EVEN LOAD DISTRIBUTION SECTION (2) CORE MTD. ( ) ` AND BO D005P51YIEELD STRENGTH ASTM B. 12-20-42 `b2 (AS CSHRP PARKWAY COVER. MARKED 'EDISON'. (NOT SHOWN) 7. 7 8" DIA X 8" GALVANIZED PULL IRON (08-2204). BOTTOM ■ LIMIT OF COVER OVER ROOF SECTION IS V-6" SECTION (4) CORE MTD. TDP SECTION (4} CORE MTD, A-706 STEEL REINFORCEMENT. 4, 6" x T DIA. SUMP ■ 2` DEEP, BOTTOM SECTION. i TO 4'-0" 8. 0/2" THREADED BRONZE INSERT BRAZED TO STRUCTURAL I ( 5. 26' x 26 1/2' DUCTED K.O. x 12" DEEP. 80770M SECTION. IN PULL BOX TO BE PLACED ON A MIN. 6" BASE Of STEEL REBAR "GRD" SHALL BE STENCILED 1N RED LETTERS s. D' x 16" K.O. x 3" DEEP, BOTTOM SECTION - CRUSHER i CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN ■ LIMIT OF EMBEDMENT OF BOTTOM SECTION IS (1 1/2" MIN - 2 MAX) ON THE CONCRETE ABOVE EACH LOAD DISTRIBUTION. 7, IN OLA. BLIND GROUND ROD HOLE. BOTTOM SECTION. 10'-8" TO 13'-2" INSERT, BOTTOM SECTION (2) CORE MTD.; ROOF SECTION 5. CH/2" P -35-T INSERT W/CLEAN-OUT HOLE. TOP SECTION. (4 CORE MTD. ORDERDNG !FORMATION g, 7/3" DIA. X $" GALY. VERTICAL PULL IRON. BOTTOM SECTEON_ ■ ALL WALLS AND CEILINGS TO BE PAINTED WITH 9. /2- P -36-T INSERT, ROOF SECTION (4) CORE MTD. WHITE PAINT 10. -H/2 PLASTIC INSERT, ROOF SECTION (8) CORE MTD. I APPROVED PER EDISON SPEC, UGS 225A P8-6 TOTAL WEIGHT OF ASSEMBLY SHOWN IS 5,433 lbs. ■ STRUCTURAL DESIGN APPROVED BY LOS ANGELES COUNTY ROAD AND BRIDGE DEPARTMENT. FOLLOWING MATERIALS TO BE SHIPPED WITH VAULT• LIGHT TRAFFIC ASSEMBLY WITH STEEL COVER K3660-DP50-11 T. �b ,1 - 0 1/2" X 6" GALVANIZED "" BOLTS (4 REOD) PARKWAY ASSEMBLY WITH RMP COVER K3660-DP50-11P. 7/8' X 1 3/4" CONSEAL GASKET (90 FT. REQ -0) ORDERINQ INFORMATION: K i - V84-11 FOR ASSEMBLY AS SHOWN i I PER EDISON SPECS. 400.2 V612 (410.3). � I TOTAL WEIGHT OF ASSEMBLY IS 32,190 Lbs. 2 i G 54 1/2" 46 1/2 - Alf lAe BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE TC IN TNr.HFC � ( � W OVIDRALL 45«�\vIf/ wwnn ea u U1YUM fzG4ta11fft 9�: 4-r'. Y -r. DM Wcb. I. _ rJ 1 vL' i 0 1 2 3 USERNAME=>p0044870 I I I I I I nr.N FTI F =) n:\F4F71-� 7 -1n -r vnrocc\ch+\ii+T T + v N 4 F77Ok hn O? rinn ASS -BUILT Fr x XNO CHANGES ON THIS SHEET m :�E O o a- - o ❑ THIS DELETED uN `n B o Date: 0 ° v w i l d u� 0 0 w w 00 Cr J J O- a J W UJ Q w o z n O 00 o UTILITY DETAILS N > O Z 0 NO SCALE UD -2 Q o LL a z o a J Ln z O U z 0 X - Q Z Q C)' Li O z LLJ F_ fY Q LLJ D 6'-0" x 12'-0" FLAT WALL VAULT x 7'-0" CHEEP Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 52 135 d� 5/30/08 QROFESS/ON REGISTER D IVIL ENGINEER DATE �o q< DAVID �2 ti SPEIRS June 17, 2008Z w No. 44956 A PLANS APPROVAL DATE 3/31/10 Exp. THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRON/C QTF of CAL lFo��\ COPIES OF TH15 PLAN SHEET. CITY OF FONTANA PARsO EMPIRE BL 8353 SIERRA AVENUE SUITE 3 02 INLAND VD, 20 NOTES: _ �....__ -_.-- _ FONTANA, CALIFORNIA 92335 ONTARIO, 1CALIFORNIA 91 764 ■ VAULT DESIGNED IN ACCORDANCE WITH AASHTO H-20-44 TRAFFIC BRIDGE LOADING USING 5.550000 1. UV612-842-11, 42' BOTTOM SECTION , WT. 16,800 Lbs. / f ~3' 0" 4x 5'-0" DUCTED PULL B O X x 50" DEEP � 2, UV612-T42-11V, 42" ROOF SECTION WT, 15,390 Lbs. i PSI COMPRESSIVE STRENGTH CONCRETE 3. 13" X 140 DI0. SUMP X 4' DEEP, BOTTOM SECTION (1) CORE MTD. AND 60,000 PSI YIELD STRENGTH ASTM A-706 STEEL REINFORCEMENT. 4, 5" DIA CONTERMS 55-30-50), BOTTOM SECTION (24) SHELL MTO. ROOF SECTION (16) SHELL MTD, 1 INOTES: 1. P8366OD-B42-05, 42" BOTTOM SECTION WT, 4,448 Ib% R VAULT TO BE PLACED ON A MIN. 6" BASE OF S. 18" X 18" UNREINFORCED PANEL. ROOF SECTION (4) CORE MTD. 2 P83660 -TBA 8 TOP SECTION. W/GALY. ANGLE FRAME CAST -IN. CRUSHER RUN FOR EASE OF INSTALLATION AND G. 10" DIA X 4" DEEP ABS PLASTIC VENT TERMINATORS, ROOF f PULL BOX DESIGNED IN ACCORDANCE WITH AASNTO WT. 548 rba j N-20.44 TRAFFIC MIDGE LOADING USLNG 5,500 3A. SC3660-TGR-11, 2 PIECE TRAFFIC CO\ER, CRAY FINISH, MARKED TOISON". EVEN LOAD DISTRIBUTION SECTION (2) CORE MTD. ( ) ` AND BO D005P51YIEELD STRENGTH ASTM B. 12-20-42 `b2 (AS CSHRP PARKWAY COVER. MARKED 'EDISON'. (NOT SHOWN) 7. 7 8" DIA X 8" GALVANIZED PULL IRON (08-2204). BOTTOM ■ LIMIT OF COVER OVER ROOF SECTION IS V-6" SECTION (4) CORE MTD. TDP SECTION (4} CORE MTD, A-706 STEEL REINFORCEMENT. 4, 6" x T DIA. SUMP ■ 2` DEEP, BOTTOM SECTION. i TO 4'-0" 8. 0/2" THREADED BRONZE INSERT BRAZED TO STRUCTURAL I ( 5. 26' x 26 1/2' DUCTED K.O. x 12" DEEP. 80770M SECTION. IN PULL BOX TO BE PLACED ON A MIN. 6" BASE Of STEEL REBAR "GRD" SHALL BE STENCILED 1N RED LETTERS s. D' x 16" K.O. x 3" DEEP, BOTTOM SECTION - CRUSHER i CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN ■ LIMIT OF EMBEDMENT OF BOTTOM SECTION IS (1 1/2" MIN - 2 MAX) ON THE CONCRETE ABOVE EACH LOAD DISTRIBUTION. 7, IN OLA. BLIND GROUND ROD HOLE. BOTTOM SECTION. 10'-8" TO 13'-2" INSERT, BOTTOM SECTION (2) CORE MTD.; ROOF SECTION 5. CH/2" P -35-T INSERT W/CLEAN-OUT HOLE. TOP SECTION. (4 CORE MTD. ORDERDNG !FORMATION g, 7/3" DIA. X $" GALY. VERTICAL PULL IRON. BOTTOM SECTEON_ ■ ALL WALLS AND CEILINGS TO BE PAINTED WITH 9. /2- P -36-T INSERT, ROOF SECTION (4) CORE MTD. WHITE PAINT 10. -H/2 PLASTIC INSERT, ROOF SECTION (8) CORE MTD. I APPROVED PER EDISON SPEC, UGS 225A P8-6 TOTAL WEIGHT OF ASSEMBLY SHOWN IS 5,433 lbs. ■ STRUCTURAL DESIGN APPROVED BY LOS ANGELES COUNTY ROAD AND BRIDGE DEPARTMENT. FOLLOWING MATERIALS TO BE SHIPPED WITH VAULT• LIGHT TRAFFIC ASSEMBLY WITH STEEL COVER K3660-DP50-11 T. �b ,1 - 0 1/2" X 6" GALVANIZED "" BOLTS (4 REOD) PARKWAY ASSEMBLY WITH RMP COVER K3660-DP50-11P. 7/8' X 1 3/4" CONSEAL GASKET (90 FT. REQ -0) ORDERINQ INFORMATION: K i - V84-11 FOR ASSEMBLY AS SHOWN i I PER EDISON SPECS. 400.2 V612 (410.3). � I TOTAL WEIGHT OF ASSEMBLY IS 32,190 Lbs. 2 i G 54 1/2" 46 1/2 - Alf lAe BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE TC IN TNr.HFC � ( � W OVIDRALL 45«�\vIf/ wwnn ea u U1YUM fzG4ta11fft 9�: 4-r'. Y -r. DM Wcb. I. _ rJ 1 vL' i 0 1 2 3 USERNAME=>p0044870 I I I I I I nr.N FTI F =) n:\F4F71-� 7 -1n -r vnrocc\ch+\ii+T T + v N 4 F77Ok hn O? rinn ASS -BUILT XNO CHANGES ON THIS SHEET m :�E ' ❑ CHAN -E S NOTED ON THIS SHEET o a- - o ❑ THIS DELETED uN `n B o Date: 0 ° v R.E. Approval: i l 0 0 w w 00 J J O- a W UJ ALL DIMENSIONS ARE IN FEET o UNLESS OTHERWISE SHOWN 00 o UTILITY DETAILS N > O �o NO SCALE UD -2 Q o CU 08224 EA 467701 x x C) J a 0 Z Q U) 0 Q U '01 I y } 0m m W H r-� I� Q W Lit -L Z R�: U Lit U J Ln > Q Ld W U 0 rr, Z O x F— Q O IZ V) Z Q F_ L� 0 I— Z LJJ F_ of ClQ L.il M Z r of 0 LJ - x —1 Q U Li - o LJJ I— Q V7 BORDER LAST REVISED 3/1/2007 5'-0" x 8'-6" EDISON SURFACE OPERABLE ENCLOSURE x 60" DEEP ■ SWITCH ENCLOSURE TO BE PLACED ON A MIN. G' BASE I. P01615-60.11, 61" BOT OM SECTION. WL 16,115 Lbs. OF CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN 2. P05B6-78-It. a TOP SLAB 3 ROLE W/ (I) CAST IN LOAD DISTRIBUTION. C4LYAWED ANGLE FRAME. Wr 2.600 Lbs. ■ VAULT DESIGNED PER AASHTO HS 20-44 TRAFFIC BRIDGE rr 30'x48' POLTMiR CORCRETE COVER (12-20.24) MARKED "EOI$W W/ (6) 1/Y ERA, x K 2 t/2" S.SPA BOLTS WI CAPTIVE WASHER (3) PLACES WT. 1054. CONCRETE AND 60,000 PSI. (GRADE 60) REINPORC€NO O 5/8" LOOP INSERT FOR SLAB AOJUSTMENT- LOCATE 4 PLACES AS SI1M, STEEL PER CALL. #31647, V) 13" O€A. SAP x 3' DEEP (5000.568} W/ 15 1/4' OM x 1/4" DEEP RECESS • ROOF SLAB DESIGNED FOR PARKWAY LOADING OF 350 PSF, FOR COVER (08-2102)}. LOCATE AS FOLLOWS: BOTTOM SECTION (1) CORE MTD. USINO 5,500 PS, COMPRESSIVE STRENGTH CONCRETE rr 5 DIA, C04tERM (5580 1WTN LOCATOR FOR a WALLS. LOCATE AS AND 60,000 PSI. (GRADE 60) REINFORCING STEEL PER W FOLLOW& BOTTOM SECTION (16) SHELL MTD. CALC. ,/31647 S. (%) ■ COVERS QESIGNED FOR PARKWAY LOAOING OF 350 PSF PER UOS NO LIFTING INSERTS SMALL BE INSTALLED 0. BOTTOM SECTION (2) CORE MTD' 1/2' P -35T INSERT W/ CLEAN OUT, LOCATE AS FOLLOWS: TOP SECTION IN FLOOR OF OF BOTTOM SECTION EC ON OR IN TOP SURFACE OF ROOK In (18) FRAME MTD, 1/2' THREADED BRONZE GROONOsNG INSERTS W/ t2 SOLID C€;PPER WIRE SCAB. J BRA2E0 FROM INSERT TO REBAR CAGE, EO€SON APPROVEO. LOCATE AS ■ THE EPOM GASKET SHALL BE GLUED IN PLACE USING 3M E_L.I SCOTCH -GRIP BRAND g467, RUBBER AND CASKET ADHESIVE. 11. 1/Y GALVAN12€0 RIC LOOP INSERTS FOR J -$TILTS THE GASKET MATERIAL SMALL BE EPOµ MATERIAL- 50 SHORE O_ PtLS 1/Y DIA. CALVAN12ED J -BOLTS TO SOPPORT NEUTRAL GROUNO BUS. FROM RESEARCH & DEVELOPMENT CO.. PART NO. M9£ -03 -MOD. LOCATE AS FOL1,M BOTTCaf SECTION (4) CORE MTD. GASKET AND FRAME SHALL BE CLEANED PRIOR TO APPLICATION OF THE ADHESIVE. ADHESIVE SMALL BE APPUEO TO GASKET 15. 7/6" EWOSED PtILL IRON, CALVAN12£O, LOCATE A$ FOLLOWS: BOTTU AND FRAME. SECTION (4) CORE 1;110. ■ THE ABBREVIATION, "GRD" SHALL BE STENCILED IN RED Z LETTERS, 1 1/2" HIGH. ADJACENT TO EACH GROUNDING INSERT. LL MATERIALSPED Wild-liALILT, f INTERIOR WALLS TO 9E PAINTED WHITE. > a Z a J Z 0 Z O x F— Q O IZ V) Z Q F_ L� 0 I— Z LJJ F_ of ClQ L.il M Z r of 0 LJ - x —1 Q U Li - o LJJ I— Q V7 BORDER LAST REVISED 3/1/2007 5'-0" x 8'-6" EDISON SURFACE OPERABLE ENCLOSURE x 60" DEEP ■ SWITCH ENCLOSURE TO BE PLACED ON A MIN. G' BASE I. P01615-60.11, 61" BOT OM SECTION. WL 16,115 Lbs. OF CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN 2. P05B6-78-It. a TOP SLAB 3 ROLE W/ (I) CAST IN LOAD DISTRIBUTION. C4LYAWED ANGLE FRAME. Wr 2.600 Lbs. ■ VAULT DESIGNED PER AASHTO HS 20-44 TRAFFIC BRIDGE 3. 30'x48' POLTMiR CORCRETE COVER (12-20.24) MARKED "EOI$W W/ (6) 1/Y ERA, LOADING USING 5,500 PSI. GOMPRESSIVE STRENGTH K 2 t/2" S.SPA BOLTS WI CAPTIVE WASHER (3) PLACES WT. 1054. CONCRETE AND 60,000 PSI. (GRADE 60) REINPORC€NO 5 5/8" LOOP INSERT FOR SLAB AOJUSTMENT- LOCATE 4 PLACES AS SI1M, STEEL PER CALL. #31647, 6, 13" O€A. SAP x 3' DEEP (5000.568} W/ 15 1/4' OM x 1/4" DEEP RECESS • ROOF SLAB DESIGNED FOR PARKWAY LOADING OF 350 PSF, FOR COVER (08-2102)}. LOCATE AS FOLLOWS: BOTTOM SECTION (1) CORE MTD. USINO 5,500 PS, COMPRESSIVE STRENGTH CONCRETE 7. 5 DIA, C04tERM (5580 1WTN LOCATOR FOR a WALLS. LOCATE AS AND 60,000 PSI. (GRADE 60) REINFORCING STEEL PER FOLLOW& BOTTOM SECTION (16) SHELL MTD. CALC. ,/31647 S. 10' 01A, ONE PIECE• PLASTIC VENT TERMINATOR. tOCAK AS FOLLOWS: ■ COVERS QESIGNED FOR PARKWAY LOAOING OF 350 PSF PER UOS NO LIFTING INSERTS SMALL BE INSTALLED 0. BOTTOM SECTION (2) CORE MTD' 1/2' P -35T INSERT W/ CLEAN OUT, LOCATE AS FOLLOWS: TOP SECTION IN FLOOR OF OF BOTTOM SECTION EC ON OR IN TOP SURFACE OF ROOK 10. (18) FRAME MTD, 1/2' THREADED BRONZE GROONOsNG INSERTS W/ t2 SOLID C€;PPER WIRE SCAB. BRA2E0 FROM INSERT TO REBAR CAGE, EO€SON APPROVEO. LOCATE AS ■ THE EPOM GASKET SHALL BE GLUED IN PLACE USING 3M FOLLOWS- B0110M SFLIION (4) CORE MTD. SCOTCH -GRIP BRAND g467, RUBBER AND CASKET ADHESIVE. 11. 1/Y GALVAN12€0 RIC LOOP INSERTS FOR J -$TILTS THE GASKET MATERIAL SMALL BE EPOµ MATERIAL- 50 SHORE PtLS 1/Y DIA. CALVAN12ED J -BOLTS TO SOPPORT NEUTRAL GROUNO BUS. FROM RESEARCH & DEVELOPMENT CO.. PART NO. M9£ -03 -MOD. LOCATE AS FOL1,M BOTTCaf SECTION (4) CORE MTD. GASKET AND FRAME SHALL BE CLEANED PRIOR TO APPLICATION OF THE ADHESIVE. ADHESIVE SMALL BE APPUEO TO GASKET 15. 7/6" EWOSED PtILL IRON, CALVAN12£O, LOCATE A$ FOLLOWS: BOTTU AND FRAME. SECTION (4) CORE 1;110. ■ THE ABBREVIATION, "GRD" SHALL BE STENCILED IN RED LETTERS, 1 1/2" HIGH. ADJACENT TO EACH GROUNDING INSERT. FOLLOWING MATERIALSPED Wild-liALILT, f INTERIOR WALLS TO 9E PAINTED WHITE. GENERAL NOTES: 1. Minimum snit beortng copaclty le hereby assumed to be 2000 PSF unless otherwise documented by a gaateahnicel report that shall be Provided to Jensen Precast by the end user, Jensen Precast shall not be hold responsible for the soil beoring capacity. 2. Instdltotion of Manholes, Vaults. Handholas, Meter Boxes etc. Will be as per Jensen Installation procedures. 3. Structural modif catlon to the Jensen line of products Is not permitted without prior written approval from Jensen Engineering Department. 4. Do not scale the drawings, verify all dimensions including rough openings, Itany dlsurepancies ore found, rattly the Jensen Engineer immediately, S. The Jensen Engineer will interpret the intent of the drawings In cote of possible conflict w discrepancy. 6. Permissible Variations: Dimensional Tolerances - The length. width. height, or dia. measuromeals of the structure When meaaurcd on the inside surtoces shah not deviate form design dimensions by more than the following: Dimensionst Tolerance: 0 to 5 Feet 1/4" 5 to 10 Feet 3/6" 10 to 20 Feet as agreed upon between the supplier and purchaser. 7 Squareness Tole'onee: The Inside of the precast concrete component Shall be square as determined by dtagonol measurements. The difference between such measurements shall not exceed the tollowing: Measurod Length; Allowable Difference 0 to 10 Feet t/2" 10 to 20 Feat 3/4' 20 Feet and over os agreed upon between the supplier and purchaser. An 6 > " AUreC19 R€L fA (o) 7/B" x 1,3/4 CONSEAL J45 FEET RE10) b 34 x 48' I.D. EI{GHT PIECEEPOM GASKET - R.& D. CO - (a) I%2 gDIAO. BJ-BOLTS-VGS(7312(41RECID.) (20-10-461) ORDERING NNFDRMATTON K586-SE60.11P FOR ASSEMBLY AS SHOWN. PER EDISON SPEC. lJOS-589. WEIGHT FOR ASSEMBLY AS SHOWN IS 16,614 lbs. 1 OWN EZCAVATM SIAL IJ T -0't IB -6•: DEPTH REQU. 11 I 61" 74" SECTION A -A 1!2' DFI_ 113" 1/Y DFT, PLAN AEW RELATIVE BORDER SCALE TC TN TNrHFS SECTION C -C A lSfGG:r�SFB ` 72" �� B ao '• 81" 74.. _ cp ���• 39" TrJQ"� ��y �6. �0W W r -- 6: ..5 204" a \_o t .... . SECTION B --B 72" --"""--^--. f 5 S I rool '+ 10" -«- � 81" 74" �... �� S 10 26 6" SECTION Q -D 0 1 2 3 (USERNAME=>p0044870 I I I I I n(:N FII F =), n:\F4F 717 i - In-rvnro \ah+\ii+71 i+v\4F,77nkhM-� (inn Distl COUNTY Me ENOM ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 10 15°73 53 135 REGISTER D IVIL ENGINEER June 17, 2008 PLANS APPROVAL DATE 5/30/08 ROFESSIO DATE �a e �4C DAVID SPEIRS z No. 44956 al- Exp,3/31 /10 THE STATE OF CALIFORNIA OR ITS OFF/CERS 4 OR AGENTS SHALL NOT BF RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF FL ECTRONIC qrF OF CAL 1F\ COPIES OF TH15 PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 A, -BUILT �NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS $HEEAT DELETED R.E. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN UTILITY DETAILS NO SCALE CU 08224 IEA 467701 k� UD -3 m:5 O � O N N � N Ln .. r- o o .. v I II Ld p W F- F F- F-- F- 00 J J a- CL w L LI F- 0 o Z o �o N I > o w �o � I o J0 x w r w m U) o > w w > w w 0 X A 10' 3' 3'+/- I 7'+/- G 1 TEMPORARY EXCAVATION FOR 1 BRIDGE FOOTING 2" GAS (BY OTHERS) coIn J (18'' SAND BACKFILL BY ROADWAY CONTRACTOR) 2X2" PVC CONDUIT (TWC) 30" Z a SH D. O O Q D. .0 2X4" PVC CONDUIT (SCE) - C SECTION 0 2'- 0" 0 1.0 _ OG z a z ................. ..................... ................. Q ................................. J U) D 0 z Lf) 0 2x2 PVC (TWC) Ir 6"I 0 a U U 3x4" PVC (AT&T) o- C> om m PARSONS 6"I ~ CITY OF FONTANA 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, �o 0 z aw w Lu �0 w 2x4" PVC (SCE) 3( U� _ J In > Q W W a UD � X a 0 w I D I a w a- N J Q L LI G 1 TEMPORARY EXCAVATION FOR 1 BRIDGE FOOTING 2" GAS (BY OTHERS) 2'-0" I. ►I OG ............................... 1x2" PVC (TWC) Ddo� I I a 0 o N SECTION Z - Z coIn (18'' SAND BACKFILL BY ROADWAY CONTRACTOR) 2X2" PVC CONDUIT (TWC) 30" Z 2X4" PVC CONDUIT (AT&T) SH D. O O Q D. .0 2X4" PVC CONDUIT (SCE) - C SECTION C 2'-0" I. ►I OG ............................... 1x2" PVC (TWC) Ddo� I I a 0 o N SECTION Z - Z X coIn Dist 30" Z o SH TOTAL T`, 08 SBd 10 15.73, 13 ILL > 2'- 0" 5/04/09 1.0 _ OG z a RoFESSro REGISTER IVIL ENGINEER DATE N� ................. ..................... ................. a ................................. J DAVID D SPEIRS z Lf) V Z LJ No. 44956 z 2x2 PVC (TWC) PLANS APPROVAL DATE /10 6"I 0 � Exp.3/31 THE STATE OF CALIFORNIA OR ITS OFFICERS � C I V I L U Z_ Ri-SPONSI&E Sl4TF ♦p A6f_N75 5HALL NOTLETENESS �HE X coIn Dist 30" ROUTE a SH TOTAL T`, 08 SBd 10 15.73, 13 Lo rn 2'- 0" 5/04/09 1.0 _ OG 0 RoFESSro REGISTER IVIL ENGINEER DATE N� ................. ..................... ................. a ................................. I DAVID SPEIRS z V Z LJ No. 44956 z 2x2 PVC (TWC) PLANS APPROVAL DATE /10 6"I � Exp.3/31 THE STATE OF CALIFORNIA OR ITS OFFICERS � C I V I L Z_ Ri-SPONSI&E Sl4TF ♦p A6f_N75 5HALL NOTLETENESS �HE 3x4" PVC (AT&T) ACCURACr OR COMPR OF ELECTRONIC COPIES OF T1/IS PLAN SHEET. �F CAL 1 C> PARSONS 6"I ~ CITY OF FONTANA 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, z SUITE B-120 I Lu FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 2x4" PVC (SCE) H 12 a a w I D I a 2'-0" ....���.. 2x2" PVC (TWC) 1x4" PVC (AT&T) O 1x4" PVC (SCE) J FOR. o SECTION W - W Li X a U L.� O Ld V BORDER LAST REVISED 3/1/2007 6'+/ - PROPOSED ABUTMENT #5 FOOTING 30"+/ - Exist 12" WATER 3' 2 0" IN .......................... .................../BOG Min COVER 2" GAS (SCG) 32" D 12" SAND 6" SAND BACKFILL BY ROAD CONTRACTOR SECTION X - X 2" GAS RELOCATION ............................... .. _ .......... W 212 W I WASHINGTON DR +W Ln W + N `0+ + (V N N Q a I-_ V) NEW 2" GAS TRENCH FOR NSTALLED APRIL 20051-2" GAS SEE SECTION X -X 30" 3 12 L D . D0 - SECTION Y - Y TWC/SCE JOINT TRENCH i Y ' T W W 21 W 21 RAJ W --- 3" PVC RISER ATTACHED TO POLE TWC TO INSTALL PULLBOX OG 2X2" DUCTS 30" MIN TYPICAL SECTION RISER & PULLBOX (TWC) (NOTE: CONTACT TWC FOR ADDITIONAL DETAILS) EWER ACCESS ROAD Exist OH TV, TEL, ELEC TO BE RELOCATED UNDERGROUND -E Ld Q a i SEE SECTION cnI C -C V1 I Ex i st 2" GAS :: TO BE ABANDONED CL � BY GAS CO. UNDERGROUND CONDUIT AT WASHINGTON DR RELATIVE BORDER SCALE IS IN INCHES O 1 2 3 I i I i I i I USERNAME=>p0030989 DGN FILE => 46770kbOO1-RFBa.dgn E SECTION Y -Y TRENCH AROUND o M SCE PULL BOX + SEE SHT UD -2N AS -BUILT CONSTRUCT �i 'O CHANGES ON THIS SHEET Q CHANGES AS NOTED ON THIS SHEET 3 X 5 PULL BOX N ❑THIS H DELETED NEW POLE ( SCE) �y: , - 13 # 4794307E R.EApproval. Exist POLE =BYSCE_ E - - �—Ex I st 2" GASB W�Ex Exist 12" WATER 2I WASHINGTON DR 18.0' LT +60 Beg TRENCH o 2" GAS PER SECTION X -X `° 2- Z_ 13.0' LT +00 Beg TRENCH 2" GAS PER SECTION X -X UTILITY DETAILS SCALE: 1 "=20' CU 08224 coIn Dist COUNTY ROUTE POST MILES TOTAL PROJECT SH TOTAL T`, 08 SBd 10 15.73, 13 Lo rn 2'- 0" 5/04/09 1.0 _ OG 0 RoFESSro REGISTER IVIL ENGINEER DATE N� ................. ..................... ................. �o ................................. DAVID SPEIRS V Z LJ No. 44956 z 2x2 PVC (TWC) PLANS APPROVAL DATE /10 � Exp.3/31 THE STATE OF CALIFORNIA OR ITS OFFICERS � C I V I L Z_ Ri-SPONSI&E Sl4TF ♦p A6f_N75 5HALL NOTLETENESS �HE 3x4" PVC (AT&T) ACCURACr OR COMPR OF ELECTRONIC COPIES OF T1/IS PLAN SHEET. �F CAL 1 PARSONS DO. CITY OF FONTANA 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 2x4" PVC (SCE) 12 L D . D0 - SECTION Y - Y TWC/SCE JOINT TRENCH i Y ' T W W 21 W 21 RAJ W --- 3" PVC RISER ATTACHED TO POLE TWC TO INSTALL PULLBOX OG 2X2" DUCTS 30" MIN TYPICAL SECTION RISER & PULLBOX (TWC) (NOTE: CONTACT TWC FOR ADDITIONAL DETAILS) EWER ACCESS ROAD Exist OH TV, TEL, ELEC TO BE RELOCATED UNDERGROUND -E Ld Q a i SEE SECTION cnI C -C V1 I Ex i st 2" GAS :: TO BE ABANDONED CL � BY GAS CO. UNDERGROUND CONDUIT AT WASHINGTON DR RELATIVE BORDER SCALE IS IN INCHES O 1 2 3 I i I i I i I USERNAME=>p0030989 DGN FILE => 46770kbOO1-RFBa.dgn E SECTION Y -Y TRENCH AROUND o M SCE PULL BOX + SEE SHT UD -2N AS -BUILT CONSTRUCT �i 'O CHANGES ON THIS SHEET Q CHANGES AS NOTED ON THIS SHEET 3 X 5 PULL BOX N ❑THIS H DELETED NEW POLE ( SCE) �y: , - 13 # 4794307E R.EApproval. Exist POLE =BYSCE_ E - - �—Ex I st 2" GASB W�Ex Exist 12" WATER 2I WASHINGTON DR 18.0' LT +60 Beg TRENCH o 2" GAS PER SECTION X -X `° 2- Z_ 13.0' LT +00 Beg TRENCH 2" GAS PER SECTION X -X UTILITY DETAILS SCALE: 1 "=20' CU 08224 NEW UTILITY DETAIL a a - SHEET ADDED 5-42009 Ww a o r zz O O .�n. I UD -4 mw �I Qoci J O EA 467701 } IS !G '_dn"If\' �? MAY 2 8 2009 coIn N LO Lo rn 0 NEW UTILITY DETAIL a a - SHEET ADDED 5-42009 Ww a o r zz O O .�n. I UD -4 mw �I Qoci J O EA 467701 } IS !G '_dn"If\' �? MAY 2 8 2009 ►, x x x x x x r m 0 w w J a 0 0 z a 0 0 o- a U T•1-0 Ir r om Cl) w I— p o aw w cD LL U J (n > Qw W UD � x Z O H- Q O N Z Q tY F— Li O F— Z W TY Q IZ w D Q z C) I� J Q v c) LL - O w N CY LLJ n N 0 Q BORDER LAST REVISED 3/1/2007 STAGE 2 CONSTRUCTION FEATURES EXISTING TRAFFIC TO REMAIN RELOCATE AND ENCASE EXISTING UTILITIES ❑2 CONSTRUCT PROPOSED CYPRESS Ave �3 CONSTRUCT BRIDGE FOOTING AND COLUMNS �4 CONSTRUCT CYPRESS Ave OVERCROSSING �5 CONSTRUCT CYPRESS Ave EMBANKMENT BORDER LAST REVISED 3/1/2007 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY, RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 TS TN TN(.HFS I I I I I I I nrm FTI F =) nc\G,4F713 i-in-rvnracc\cht\ctnop-inn¢}\4F77omnnn? Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 56 135 d� 5/30/08 Q�l0 )FESS� REGISTER D IVIL ENGINEER DATE �o 4� DAVID Fz SPEIRS June 17, 2008z PLANS APPROVAL DATE u No. 44956 m .4 Exp.3/31 /10 � THE STATE OF CAL IFORN/A OR /TS OFFICER5C I V I L OR AGENTS SHALL NOT BE RE5PONSIBL E FOR Sr THE ACCURACY OR COMPLETENESS OF ELECTRONIC qTe of CAL IV COPIES OF TH/5 PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 AS-BiliLT VkNO CHANGES ON THIS SHEET ❑ CHANGE S NOTED ON THIS SHEET m � ❑ THI SH DELETED O a- 8 0 N V \ Q at Ln •• o R.E. Approval o •• 00 UJ F-- 00 r �O J ALL DIMENSIONS ARE IN FEET w w UNLESS OTHERWISE SHOWN o STAGE CONSTRUCTION STAGE 20 SCALE1 "=100 SC -2 < o CU 08224 EA 467701 TRAFFIC HANDLING FEATURE AO EXISTING TRAFFIC TO REMAIN BO MAINTAIN TRAFFIC ON SLOVER Ave AND VALLEY Blvd CO OPEN ''D" Ave TO LOCAL TRAFFIC THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY, RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 TS TN TN(.HFS I I I I I I I nrm FTI F =) nc\G,4F713 i-in-rvnracc\cht\ctnop-inn¢}\4F77omnnn? Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 56 135 d� 5/30/08 Q�l0 )FESS� REGISTER D IVIL ENGINEER DATE �o 4� DAVID Fz SPEIRS June 17, 2008z PLANS APPROVAL DATE u No. 44956 m .4 Exp.3/31 /10 � THE STATE OF CAL IFORN/A OR /TS OFFICER5C I V I L OR AGENTS SHALL NOT BE RE5PONSIBL E FOR Sr THE ACCURACY OR COMPLETENESS OF ELECTRONIC qTe of CAL IV COPIES OF TH/5 PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CALIFORNIA 91764 AS-BiliLT VkNO CHANGES ON THIS SHEET ❑ CHANGE S NOTED ON THIS SHEET m � ❑ THI SH DELETED O a- 8 0 N V \ Q at Ln •• o R.E. Approval o •• 00 UJ F-- 00 r �O J ALL DIMENSIONS ARE IN FEET w w UNLESS OTHERWISE SHOWN o STAGE CONSTRUCTION STAGE 20 SCALE1 "=100 SC -2 < o CU 08224 EA 467701 K-4 x M W21-5 ----...... o W21 -5B M _.-.. (500') O �o C30A (CA) M S'' +40.00 BEG CHANNELIZE-RS--- (SURFACE MOUNTrD) • Dist COUNTY ROUTE POST MILES SHEET TOTAL W20-3 TOTAL PROJECT No. SHEETS 08 SBd 10 15073 58 135 NOTESe �� 5/30/08 1. CONTRACTOR TO MAINTAIN TRAFFIC ATrALL TIMES. C20 REGISTER D IVIL ENGINEER DATE OQRoFESSIO/V4 2. CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR SPEIIRS �c� TEMPORARY CLOSURE FOR STORMDRAIN CONSTRUCTION, June 17, 2008 w No. 44956 m Exp SEE SHEET D 1 PLANS APPROVAL DATE A _. 3/3J/ /1 0 THE STATE OF CALIFORNIA OR 175 OFFICERS OR AGENTS SHALL NOT 6E RESPONS/BLE FOR sT C I V I L 3 SEE CONSTRUCTION AREA S', I G N SHEET C S 1 FOR rHF AccuRAcr OR coMPl STEN -55 of EL Ecrflo/✓rc 4Te ADDITIONAL CONSTRUCTION "AREA SIGNS o COPIES OF THis PLAN sHEEr. of "'F Ln N CITY OF FONTANA PAR50pas 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE B-120 O ONTARIO, CALIFORNIA 91764 l^ a z o Q _. Z 0 U Z a: O, X ~ Q o LEGEND N a DIRECTION OF TRAVEL CONSTRUCT ROADWAY THIS STAGE I� o _ BRIDGE CONSTRUCTION THIS STAGE z W .,- .. PLACE HMA (MISC. AREA) ''' • CHANNELIZER (SURFACE MOUNTED) a �. TEMPORARY RAILING (TYPEK) Q TEMPORARY CRASH CUSHION MODULE � (ARRAY AS SHOWN) 0 li 1 X ROADSIDE SIGN9 ONE POST ... . . C-) ; I A CD w NO PAVEMENT DELINEATION DETAIL V7 L BORDER LAST REVISED 3/1/2007 Q) a (V Lf) LL1 0 J Ln n (\Iw > a� 0 J N U � = 0 i 11j m 0 0 > LLI W In � W W B _ cl� Q W21-5 ----...... o W21 -5B M _.-.. (500') O �o C30A (CA) M S'' +40.00 BEG CHANNELIZE-RS--- (SURFACE MOUNTrD) • Dist COUNTY ROUTE POST MILES SHEET TOTAL W20-3 TOTAL PROJECT No. SHEETS 08 SBd 10 15073 58 135 NOTESe �� 5/30/08 1. CONTRACTOR TO MAINTAIN TRAFFIC ATrALL TIMES. C20 REGISTER D IVIL ENGINEER DATE OQRoFESSIO/V4 2. CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR SPEIIRS �c� TEMPORARY CLOSURE FOR STORMDRAIN CONSTRUCTION, June 17, 2008 w No. 44956 m Exp SEE SHEET D 1 PLANS APPROVAL DATE A _. 3/3J/ /1 0 THE STATE OF CALIFORNIA OR 175 OFFICERS OR AGENTS SHALL NOT 6E RESPONS/BLE FOR sT C I V I L 3 SEE CONSTRUCTION AREA S', I G N SHEET C S 1 FOR rHF AccuRAcr OR coMPl STEN -55 of EL Ecrflo/✓rc 4Te ADDITIONAL CONSTRUCTION "AREA SIGNS o COPIES OF THis PLAN sHEEr. of "'F Ln N CITY OF FONTANA PAR50pas 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE B-120 O ONTARIO, CALIFORNIA 91764 l^ a z o Q _. Z 0 U Z a: O, X ~ Q o LEGEND N a DIRECTION OF TRAVEL CONSTRUCT ROADWAY THIS STAGE I� o _ BRIDGE CONSTRUCTION THIS STAGE z W .,- .. PLACE HMA (MISC. AREA) ''' • CHANNELIZER (SURFACE MOUNTED) a �. TEMPORARY RAILING (TYPEK) Q TEMPORARY CRASH CUSHION MODULE � (ARRAY AS SHOWN) 0 li 1 X ROADSIDE SIGN9 ONE POST ... . . C-) ; I A CD w NO PAVEMENT DELINEATION DETAIL V7 L BORDER LAST REVISED 3/1/2007 Q) a (V Lf) LL1 0 J Ln n (\Iw > AS -BUILT CYPRESS Ave R/W4 VARIES VARIES NO CHANGES ON THIS SHEET XCHAN = LLI E NOTED ON THIS SHEET i 30 5 1 0 1 0 J' O T Ii5 DELETED o 0- B _ O N N Date: o 3.5' PLACE HMA m W20-3 R.E.Approva. N 3, (MISC. AREA) ^ ^ II II ---------- --- - --- --- -------------------------------------- --------- --- - - -------o - - --------------- ----- - - - Ld 0 0.33' 0 0 TEMP HMA ALL DIMENSIONS ARE IN FEET a a SECTION A - A OVER COMPACTED UNLESS OTHERWISE SHOWN a NATIVE SOIL co o No SCALE G20-2 TRAFFIC HANDLING PLAN o 0 STAGE 1 o THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. SCALE 1 =50' TH-1 a o RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0020629 CU 08224 EA 467701 TS TN TNCHFS I I I I I I I nrm VTI F =) r, \M;4F71i-1(1-r'vnrpcc\ch+\CTArF-('(1NCT\4F77nm(1nn1 rin X X x x Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15°73 60 135 NOTESo 1 . FOR LEGEND, SEE SHEET TH-1 . 5/30/08 REGISTER D IVIL ENGINEER DATE00 OQP�FESSIO�q( DAVID 2, CONTRACTOR TO MAINTAIN TRAFFIC AT ALL TIMES. SPEIRS June 17, 2008 wNO44956 ' j 3, CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL ;00 PLANS APPROVAL DATE � ExP.3/31 /10 aQ FOR STORM DRAIN CONSTRUCTIONs SEE SHEET D-3. THE 51-451-41-Eaof CALIFORNIA OR ITS oFflcERs OR 46Z -NTS SHALL NOT 9Z- RESPONsleLE FOR s, CIVIL IP QrF 0 ACCURACY OR COMPLETENESS OF ELECTRONIC of CALIVo�� J N COPIES OF THls PLAN SHEET. NCITY 4. SEE CONSTRUCTION AREA SIGN SHEET CS -1 FOR PARSON9t CO ADDITIONAL CONSTRUCTION AREA SIGNS. OF FONTANA 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, SUITE B-120 CITY R/W CYPRESS Ave CITY R/W I� FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 m N VARIES 30 V) o � VARIES 5' 12 12' W > Li w ' U Q o Tf1 1 V �' 4 CITY R/W48, CYPRESS Ave 65 CITY R/W ao ____= ----- -------------, 30 5 10 10 _ __ V 80+75.00 END CHANNELIZERS � (SURFACE MOUNTED) 3' a SECTION C -C o------------------------------------------- z N ALE TYPE III BARRICADE ______-" ----------------- ----- --------------------- Ln (1 TOTAL) o o VALLEY Blvd 1 �o SECTION A -A CITY R/W CITY R/W • a 55' 45' 21 VARIES 5' 12' 12' 12' 12' 5' NO SCALE ' p 1 �j • _ om ~ m o o c z w � co w w 1 �- C , '._ C U— __ - - - _________ ------------------ - <w u o w o SECTION B -B > o' NO SCALE a r'r TYPE II BAIRRICAD W21-5 W21 =5B J — CHANNELIZERS WITH R1 -1 (1000') z n "V" 46+50.00 (SURFACE MOUNTED) I .� I> R1 8A W20-1 C30A (CA) o � ..V.. 45+00.00 BEG CHANNELIZERS � P @ 2 5 (30 TOTAL) �r, TYPE IV (R) z o BEG REMOVE CONFLICTING (SURFACE MOUNTED) 12 WHITE • 22 38A 4" WHITE ARROWS w > TRAFFIC STRIPES 8 _ B STOP BAR 350 _I a J 22 coa + 0' 0' 35 35 0 U 43 44 ...4.6 - 47 ___ ___.- ..__._..__qg_..__., .., ,_;_ 49_ 0...._ 51 5.2.0 53 55 56- 57 — ------- . - f _..... . - V_A L`L E_Y - _ _ B I \/-d - - _... _ 0 1:15 o 350' 350' 500 CHANNELIZERS +.:_m �- _._.. ......... . V) (SURFACE -_..MOUNTED) ._ _ B ; 27B 8 W21-5 W21 -5B C30A (CA) SPACED 4 25 ('29 TOTAL) 22' 4" WHITE "V" 54+35`,00 (1 ) 000 45+00,00 - 12'' WHITE "','.' END REMOVE CONFLICTING ,1"V" o--- BEG CHANNELIZERS _ STOP BAR TRA�FLC STRIPES _ A-BUiLT z (SURFACE MOUNTED) TYPE III BARRICADE � � REMOVE ocraAN��oNTyis.,FiEET p LLJ (2 TOTAL) TRAFFIC STRIPE cHA C4 S NOTED ON THIS SHEET ~ _ 5, ❑ TPN DELETED o o 1 F- >- a / `� _ A U A 3: �� Dat NN U R.E. Approve . Q w Lj _.. 0 0 _.. Q ALL DIMENSIONS ARE IN FEET a a SEE SHEET TH-2 UNLESS OTHERWISE SHOWN UJ o o MATCHLINE STA 74+00 TRAFFIC HANDLING PLAN o 0 w STAGE 1 > >0 Ni THIS THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. SCALE 1 =50' T H — 3 a 0 BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0020629 CU 08224 EA 467701 T�, TNI TNlruPa� I i I i I i I nr.N1 PTIP =�r.-\CAA7tz T-1n-rvnrp��\Gh+\gTA(.F-rnN�T\4F77nmrinn� rir x x .. NOTES: 1. FOR LEGEND, SEE SHEET TH-1 ------ 2. CONTRACTOR TO MAINTAIN TRAFFIC AT ALL TIMES. 3. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL FOR STORM DRAIN CONSTRUCTION, SEE SHEET D-1. 4. SEE CONSTRUCTION AREA SIGN SHEET CS -1 FOR ADDITIONAL CONSTRUCTION AREA SIGNS. I >_ r om m Li, 1-o 0 aW w W20 - _J Z U Co W J cn > QW W Un � TCE CITY R/W 46 47 x 00 O n ^• > O J N U \ • W • 0 } LSI m L/) a > w w J Q > w LL z 01 a 0 .. NOTES: 1. FOR LEGEND, SEE SHEET TH-1 ------ 2. CONTRACTOR TO MAINTAIN TRAFFIC AT ALL TIMES. 3. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL FOR STORM DRAIN CONSTRUCTION, SEE SHEET D-1. 4. SEE CONSTRUCTION AREA SIGN SHEET CS -1 FOR ADDITIONAL CONSTRUCTION AREA SIGNS. I >_ r om m Li, 1-o 0 aW w W20 - _J Z U Co W J cn > QW W Un � TCE CITY R/W 46 47 x 9M CITY R/W 52' 12 SLOVER Ave I ►IE 12 12' VARIES 12' 12' . 5' VAR TYPE II BARRIC DE WITH R3-2 ' __ -� _-_- __-------------------------------- --------------- _� SECTION A -A 'S" .47+50.00 BEG'CHANNELIZERS (SURFACE MOUNTED) CP • TYPE II BARRICADE OR WITH R3-2 bbd 44' • 0,50 Ln 0 (10 n ^• > t WI =>p0020629 =) r' \G -,4C,,71 � i Li) • I I • W • N CL (n a In J Q LLJ z D- 0 u� z LL > I— a z a o J 0 z 0 U z o_ x I— Q F--- 0 cn z a F_ II 0 F— n W I a z O X J a U Li O LiJ a V BORDER LAST REVISED 3/1/2007 9M CITY R/W 52' 12 SLOVER Ave I ►IE 12 12' VARIES 12' 12' . 5' VAR TYPE II BARRIC DE WITH R3-2 ' __ -� _-_- __-------------------------------- --------------- _� SECTION A -A 'S" .47+50.00 BEG'CHANNELIZERS (SURFACE MOUNTED) CP • TYPE II BARRICADE OR WITH R3-2 bbd 44' • 0,50 Ln TYPE N (CA) A TYPE III BARRICADE (7 TOTAL) A A cl� •' CHANNELIZER > (SURFACE MOUNTED) _j SPACED @, 25' uo (27 TOTAL) TCE 'IS" 54+00.00 END CHANNEL..IZERS (SURFACE MOUNTED) NO SCALE CITY R/W ----- W20- 3 TYPE III BARRICADE WITH R11-2 (2 TOTAL) _ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 61 135 5/30/08 REGISTER D IVIL ENGINEER DATE O QRaFESSlpNQ` DAVID SPEIRS June 17 2008 0 z e No. 44956 PLANS APPROVAL DATE Exp 3/31 /10 THE STATE OF CALIFORNIA OR 1 T OFFICERS OR AGENTS SHALL NOT BE RI_5P0N5IBLE FOR sP CIVIL `P THE ACCURACY OR COME PITZ-NE55 OF ELECTRONIC Ore OF- CAL 1F COPIES OF THIS PLAN SHEET. CITY OF FONTANA PAR50N5 C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, 8353 SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 n ^• OMy RELATIVE BORDER SCALE 0 1 TS TN W..HFS I I I WI =>p0020629 =) r' \G -,4C,,71 � i Li) • I I • 467701 • N a TYPE N (CA) A TYPE III BARRICADE (7 TOTAL) A A cl� •' CHANNELIZER > (SURFACE MOUNTED) _j SPACED @, 25' uo (27 TOTAL) TCE 'IS" 54+00.00 END CHANNEL..IZERS (SURFACE MOUNTED) NO SCALE CITY R/W ----- W20- 3 TYPE III BARRICADE WITH R11-2 (2 TOTAL) _ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 61 135 5/30/08 REGISTER D IVIL ENGINEER DATE O QRaFESSlpNQ` DAVID SPEIRS June 17 2008 0 z e No. 44956 PLANS APPROVAL DATE Exp 3/31 /10 THE STATE OF CALIFORNIA OR 1 T OFFICERS OR AGENTS SHALL NOT BE RI_5P0N5IBLE FOR sP CIVIL `P THE ACCURACY OR COME PITZ-NE55 OF ELECTRONIC Ore OF- CAL 1F COPIES OF THIS PLAN SHEET. CITY OF FONTANA PAR50N5 C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, 8353 SUITE B-120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 0 0 + Ln OI Q0 = ' Q F— LW W W s z= J W = W U cf) Q 7 AS -BUILT NO CHANGES ON THIS SHEET O GHAN� ES IS NOTED ON THIS SHEET THIS C4+� DELETED I R.E. v n � II II 00 F 0 0 J J EL a - ALL DIMENSIONS ARE IN FEET w w UNLESS OTHERWISE SHOWN a TRAFFIC HANDLING PLAN o 0 I VV L I :- O i` STAGE 2 0 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. SCALED 1 11=50' T H - 4 a o0 OMy RELATIVE BORDER SCALE 0 1 TS TN W..HFS I I I WI =>p0020629 =) r' \G -,4C,,71 � i CU ��rP����h+�rTAF-rONIgT\4C77nmrinn4 I -i n -r r.. 08224 EA 467701 0 0 + Ln OI Q0 = ' Q F— LW W W s z= J W = W U cf) Q 7 AS -BUILT NO CHANGES ON THIS SHEET O GHAN� ES IS NOTED ON THIS SHEET THIS C4+� DELETED I R.E. v n � II II 00 F 0 0 J J EL a - ALL DIMENSIONS ARE IN FEET w w UNLESS OTHERWISE SHOWN a TRAFFIC HANDLING PLAN o 0 I VV L I :- O i` STAGE 2 0 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. SCALED 1 11=50' T H - 4 a o0 RELATIVE BORDER SCALE 0 1 TS TN W..HFS I I I 2 3 USERNAME I I I nrN FTI F =>p0020629 =) r' \G -,4C,,71 � i CU ��rP����h+�rTAF-rONIgT\4C77nmrinn4 I -i n -r r.. 08224 EA 467701 .1 4">a 4' ew -/��fU'� G �w POST MILES SHEET TOTAL Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS l►'4 // )l G53f-� 08 SBd 10 15.73 62 135 L NOTES: � �� r " • co 1. FOR LEGEND SEE SHEET TH-1 . 5/30/08 ROFESSI� REGISTER IVIL ENGINEER DATE Q �q<, x ��� "/ (/l✓ �o 2. CONTRACTOR TO MAINTAIN TRAFFIC AT ALL TIMES. �� DAVID SPE VVV • • o N3. June 17, 2008 m No. 44956 J CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CON ROL PLANS APPROVAL DATE W FOR STORM DRAIN CONSTRUCTION SEE SHEET D-2. Exp. 3/31/10 � THE STATE OF CALIFORNIA OR ITS OFFICERS Z Z OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL v 4� CHANNELIZER Q0 Q THE ACCURACY OR COMPLETENESS OF EC ELTRONIC OF- CAL 1�` 4. SEE CONSTRUCTION AREA SIGN SHEET CS -1 FOR COPIES OF THIS PLAN SHEET. (SURFACE MOUNTED) • 00 N 2 ADDITIONAL CONSTRUCTION AREA SIGNS. Q 50' U PARSONS CITY OF FONTANA 3602 INLAND EMPIRE BLVD, o (10 TOTAL) 8353 SIERRA AVENUE SUITE B-120 >_ w O FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 10 In _ > Temp CRASH CUSHION W "I N ARRAY 11TS14" m > Lu w I- a cr \"A" 3 STA 828+00 cr BEG TEMPORARY RAILING o } O • (TYPE K) 0 �_ > C-) .-. Q Q X a Of LO r In r r r I— \ N a "A" STA 827+00 Of`- 3:: TYPE III BARRICADE J� > BEG TEMPORARY RAILING 0\WITH R11-2 "C" STA +73.00 V z(TYPE K) - o �� /� CITY R/W (3 TOTAL) TEMPORARY RAILING U) jj - (BEG TYPE - J Q N— _�/ - o CITY _ 21 --� 10 11 12 a 13 "D11 14 AVe 15 16 a cel r �' 12" WHITE STOP BAR ui m TEMPORARY RAILING TO 4 4 4 4 4 R3-1 R3-18 ao 0 0 BE OFFSET 6" FROM ETW 0 CITY R/W o _J Z UU 3: L O + — + W I J In Q W > W O = ~ Q Um aY F- Q f— U0 W Ii1 to W W X O = W0 0 Z J W S W N v Of V' a a 6 7 _ o N A N 5 —Y R— W1-6/TYPE N 3 4 - j o MAINTENANCE Rd TYPE III BARRICADE > 8 WITH R1 1-2 p "A" STA 832+00 2 TOTAL) a END TEMPORARY RAILING CITY R/W \ (TYPE K) A LINE o ,n BENT 3 r cr\l BENT 2 BENT 4 - r 107.92' \40-111.331 Z "A" STA 831+00 o VA 60' 13' 5' 60 A END TEMPORARY RAILING _12' x ~ (TYPE K) IN • •`- ES TW ETW ETW ET ES C> CO 2' 8' 7' 2' 2' N 5 LANES I5 LANES ,• 6.5;6.5 51: 5 6.5:6.5 �f Q 0 AT 1 2 (TY P) = _-� AT 12' (T Y P) • • c\I TEMPORARY RAILING EMPORARY RAILING `l (TYPE K) (TYPE K) F— Tem CRASH CUSHION BRIDGE FOOTING BRIDGE FOOTING BRIDGE FOOTING Z M • 0 ARRAY "TS1 4" I � f,,�- I �� J� "'tv "� W AS -BUILT ❑ NO CHANGES ON THIS SHEET — a Z SECTION A — A CHANGES AS NOTED ON THIS SHEET Q I� 0 NO SCALE ❑ THIS EETDEL N M I w r (V �- By. rn jZ 0 _ Date: :C.C.O. No. R.E.Appro al u n 00 a _. Sheet of - - W W o 0 o Lj_M � Contract # L.. 'ICE6_7 ii x J CHANNELIZER ALL DIMENSIONS ARE IN FEET W W (SURFACE MOUNTED) UNLESS OTHERWISE SHOWN o SPACED a 50' TRAFFIC HANDLING PLAN O o (10 TOTAL) o Lu a c__ �, STAGE 2 !2o �o N TH PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. SCALE: 111=50' TH -5 0 BORDER LAST REVISED 3/l/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0030989 ('U 08224 EA 467701 IS IN INCHES I i I i I i I DGN FILE => H:\646713-I-10-Cypress\SHEET\STAGE-CONST\46770md005- .dgn .1 4">a 4' ew X M ►, POST MILES SHEET TOTAL W21-5 Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 15073 64 135 ....... - NOTES: I 5/30/ 08 oQ'RaFs10NaFOR LEGEND' S E SHEET TH-1 REGISTER DIVIL ENGINEER DATE W21 -5B `F � DAVID _. . _' (500') 2. CONTRACTOR TO' MAINTAIN TRAFFIC AT ALL TIMES. SPEIRS z � June 17, 2008 w No. 44956 m PLANS APPROVAL DATE A 3. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL Exp. 3/31/10 00 9 FOR STORM DRAIN CONSTRUCTION, SEE SHEET D-1 . THF srArE of cALrFORNIA OR tTs OFFtcERs S CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR r 1P aC 30A (C A) M THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF of CALIF� S "+40 C0 4, SIGNING AND STRIPING SHOEET PD ESS BETWEEN - coPfEs of rNrs PLAN sNEEr° 0 BEG CHAN-NEL-I-ZERS �1 CITY OF FONTANA P pp INLAND EMPIRE BLVD, (SURFACE VOUNTED)8353 SIERRA AVENUE SUITE B-120 o • 5. SEE CONSTRUCTION AREA SIGN SHEET CS -1 FOR FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 En ADDITIONAL CONSTRUCTION AREA SIGNS. o > • 1 w w 6, EXISTING ROADSIDE SIGNS ON V) o' d w WEST S1_OVER TO REMAIN. L Q SPACED Ga 25' (1 1 TOTAL) w CIO BORDER LAST REVISED 3/1/2007 _._................................ .i - THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 TS TN TNrHFS I I I I I I I `IV Vn1 mOco VM II71.7 r1CC1 cc) :2- CHAN ES S NOTED ON THIS SHEET o 0 4THISDELETEDOByDa v R.E. Approval: n u n 00 w w F- 00 0 ALL DIMENSIONS ARE IN FEET a Ld UNLESS OTHERWISE SHOWN a I TRAFFIC HANDLING PLAN o 0 STAGE 3 n�0 SCAEEn 1"=50' TH-7 Qo USERNAME=>p0020629GU 08224 EA 467701 nr.N FTI F =) r°\F4F71 T-1n-rvnraaa\ch+\CTAr,F-rnNICT\4F77nmHnn7 rin I w a > • 0 0 z aTCE • LL t CITY R/W • rr' REMOVE rn TRAFFIC STRIPE 12 WHITE L=402' STOP BAR r w F- o 0 21 aw w �CD w J un > — Q W W UW n, 47 a _ - 0 50- 0 46 x............. xo 0 ---- - 350'_ • o' W cn CITY R Ln W ''C'' +65.00 a W W20-1 BEG CHANNELIZERS o 0 N (SURFACE MOUNTED) • z o SPACED 4 25' -- (1 8 TOTAL) _ z Q TYPE II BARRICADE • a 0 WITH R1-1 ''S" > +35-,00 o END CHANNELIZERS Q (SURFACE MOUNTED) (V L Z O _ x IY Q F_ W ca_- > O 0 n 07 J z C/ Q r� LL O � z w CIO BORDER LAST REVISED 3/1/2007 _._................................ .i - THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 TS TN TNrHFS I I I I I I I `IV Vn1 mOco VM II71.7 r1CC1 cc) :2- CHAN ES S NOTED ON THIS SHEET o 0 4THISDELETEDOByDa v R.E. Approval: n u n 00 w w F- 00 0 ALL DIMENSIONS ARE IN FEET a Ld UNLESS OTHERWISE SHOWN a I TRAFFIC HANDLING PLAN o 0 STAGE 3 n�0 SCAEEn 1"=50' TH-7 Qo USERNAME=>p0020629GU 08224 EA 467701 nr.N FTI F =) r°\F4F71 T-1n-rvnraaa\ch+\CTAr,F-rnNICT\4F77nmHnn7 rin 0 r w m ui w w Ir > w w C a 0 x J a O 0 z Q O 0 Cr a CD Cr Ir r om m �- 0 C) aw w J Z �2;: U U w -10 > Q w w U C x O w � tz J w o n V) I~ z o LL > z a a J (10 O U x J Q U v_ 0 w U-) NOTES: 1, FOR LEGEND, SEE SHEET TH-1, 2. CONTRACTOR TO MAINTAIN TRAFFIC A ALL TIMES, 3. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC'CONTR FOR STORM DRAIN CONSTRUCTION, SE SHEET D -2e 4. FOR SIGNING AND STRIPING ON CYPR SS BETWEEN SLOVER AND VALLEY, SEE SHEET PD 5, SEE CONSTRUCTION AREA SIGN SHEET CS -1 FOR ADDITIONAL CONSTRUCTION AREA SIG S. U: in N 0 N 00 N 00 8 CITY R/W \ BORDER LAST REVISED 3/1/2007 -BUILT rn Go N- O 00 N O N THIS SHEET I'_ + L ❑OTED A:f O � a- z Q TYPE III BARRICA F___ B - - - 632 6 64 61 w.. _ — T_ W _ Ln r _ R.E. Approval: a a (2 TOTAL) w U 00 0 N < I 8 CITY R/W \ BORDER LAST REVISED 3/1/2007 N SO Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 65 135 p7 5/30/08 RoFFSS10 - REGISTER IVIL ENGINEER DATE �o e NQ< D DAVID SPEIRS O June 17, 2008Z w 44956 m N PLANS APPROVAL DATE NExp 3/31 /10 THE STATE OF CAL /FORN/A OR !TS OFF/CERS OR ACENT5 SHALL NOT BE RESPONS/BLE FOR ST CIVIL \P THE ACCURACY OR COMPLETENESS OF ELECTRON/C qTF of 1F COPIES OF THIS PLAN SHEET. PARSONS CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE 8-120 O FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 -BUILT Go N SO Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 65 135 p7 5/30/08 RoFFSS10 - REGISTER IVIL ENGINEER DATE �o e NQ< D DAVID SPEIRS O June 17, 2008Z w 44956 m N PLANS APPROVAL DATE NExp 3/31 /10 THE STATE OF CAL /FORN/A OR !TS OFF/CERS OR ACENT5 SHALL NOT BE RESPONS/BLE FOR ST CIVIL \P THE ACCURACY OR COMPLETENESS OF ELECTRON/C qTF of 1F COPIES OF THIS PLAN SHEET. PARSONS CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE 8-120 O FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 z -BUILT z N N THIS SHEET _ L ❑OTED A:f ON THIS SHEET � a- z TYPE III BARRICA co B W w.. � CC] WITH R11-2 � J r _ R.E. Approval: a a (2 TOTAL) 11 { N 0 w Q qo 00 0 0- NI _ TYPE III BARRI-CADS WI-TH R1 1-2 Lij CITY R/W (3 TOTAL) a N U; I 1 0 11 12 13 'p 14 Ave 15 16 cv u0 ull N SEE DETAIL THIS SHEET C'I;TY R/W o FOR WORK WITHIN ;% Iola + CYPRESS Ave. _ rn -- - - - - 6 5 - - - - - - 6 7 - -- 6 8— C.Y P�_E-S-S_._6 n �, ._---r, n— _ - -- v1 w - - —_. _ --..—....—... — ---- — -- - — > cn — w w S > --► —s J W20-1 5 6 __�- �- N 4 — MAINTENANCE Rd RPN CITY O , Ln J (vQ Q z -BUILT z a N THIS SHEET _ L ❑OTED A:f ON THIS SHEET � a- z O• co B W w.. � CC] � J r _ R.E. Approval: 11 { N 0 w Q qo 00 CITY R/W InIl 15 A,,,-, 16 71 72 CYPRESS 7.3 Ave CITY R/\N THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 iS TN iNCHFS I I I I I I I 74 75 USERNAME=>p0044870 nPN F11 F =) n! \F4G,71 7 i -1(1-rvnracc\ch+\¢+nna-rnnc+\4F77r)mrinnA ALL DIMENSIONS ARE IN FEET w w UNLESS OTHERWISE SHOWN o TRAFFIC HANDLING PLAN ZO 0 00 STAGE 3 �O SCALE: 1''=50' TH-8 a o CU 08224 EA 467701 1n -BUILT N THIS SHEET ❑OTED A:f ON THIS SHEET o a- ❑LETED N co B w.. Q D o.. R.E. Approval: 11 11 0 w 0 w 00 0 0- J D_ ALL DIMENSIONS ARE IN FEET w w UNLESS OTHERWISE SHOWN o TRAFFIC HANDLING PLAN ZO 0 00 STAGE 3 �O SCALE: 1''=50' TH-8 a o CU 08224 EA 467701 1n x EI Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 66 135 NOTES: 1 . FOR LEGEND, SEE SHEET TH-1 M oFEss� 5/30/08 eR oN REGISTER D IVIL ENGINEER DATE c0 DAVID 2 2. CONTRACTOR TO MAINTAIN TRAFFIC AT ALL TIMES. � SPEIRS z June 17, 2008 44956 m No. 3. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL PLANS APPROVAL DATE m Exp 3/31/10 00 a o FOR STORM DRAIN CONSTRUCTION, SEE SHEET D-3. THE 5TATE OF CALIFORNIA OR IT5 OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR T CIVIL SQrF THE ACCURACY OR COIYPZETENE55 OF ELEcTRoNTc of CALF J N COPIES OF THI5 PLAN SHEET. 4. FOR SIGNING AND STRIPING ON CYPRESS o,, PAPSO S BETWEEN SLOVER AND VALLEY, SEE SHEET PD -3. CITY OF FONTANA 3602 INLAND EMPIRE BLVD, 8353 SIERRA AVENUE B-120 o SUITE FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 > °' w 1 5, SEE CONSTRUCTION AREA SIGN SHEET CS -1 FOR 0 L�j ADDITIONAL CONSTRUCTION AREA SIGNS. j > w Q w o a 0 CITY R/W CYPRESS Ave CITY R/W VARIES VARIES CITY R/WVALLEY 55 Blvd CITY R/W 55 co VARIES 5' I 12' 1 12' 12' 12' , 12 12" 5' VARIES c.n 1 Li 1 E: a u CL ll u O z I U z _____ Q ________________________ O ------00n O SECTION C -C "C" 79+64.00 SECTION 13-13 NO SCALE 21 END CHANNELIZERS NO SCALE • (SURFACE MOUNTED) om m w F o c CCQ • mw In w J w 6) I OIFt aw uo w 0 • , o n = W21-5 a_ U) V)12'' -- WHITE STOP BAR D:RT 0aW21 • > TYPE III BARRICADE 5B (1000') J z LLJ 1 1� (1 TOTAL) C30A (CA) V)' TYPE 11 BARRICADE •''V" ..._ua 54+13.00 o D WITH R1 SPACED G, 30' BEG CHA'NNELIZE.RS z —B(29 • ua TOTAL) L) (SURFACE MOUNTED) z Q o J • a -V�� • $ 1 ' 1 5• • • . 50p0 350 350 N 0 43 ------ .__4.4 _ _..45 46 47 48 49 ; ID 51 52 53 54 55 56.. 5.7..._ ....... VALLEY Blvd 0 Q - — 40 i u. O ; z I AS -SWILT w F_ V NO CHANGES ON THIS SHEET ❑ CHA. E S NOTED ON THIS SHEET m o w Cl THIS DELETED- o w CD U By Dat 1 N N r� _• _ _. __..... ....... ..1 R.E. Approval: Q n I Q h oQ w r w f I O O O `1 I ALL DIMENSIONS ARE IN FEET a a v SEE SHEET TH-8 MATCHLINE STA 74+00 UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN Ld a o o0 STAGE 3 Q THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. SCALE : 1 'I=50' T H— 9 cr0 g Ln o BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0020629 GU 08224 EA 467701 Tc TNI TNlruf7c I I I I I i nr.Nl Fn P =� r`\r4P,71 1-1n-rv�rPq�\gr+\�TAnF-rnNlgT\4F77nmrinna r+n X X X /3 ri x x x x X X 0 r w m � C) > w w V > w w a 0 LEGUME SEED LB/ACRE BOTANICAL NAME COMMON NAME 1.78 LUPINUS BICOLOR PIGMY LEAVED LUPINE 1.78 TRIFOLIUM OBTUSIFLORUM CREEK CLOVER HYDROSEED MIX: EROSION CONTROL BLANKET REFER TO ATTACHED LIST 0 o ROCK BLANKET DECOMPOSED GRANITE NOTE: I. UNDERLINED PORTIONS OF BOTANICAL NAMES INDICATE ABBREVIATIONS USED ON PLANTING PLANS. PLANT PLANT SYMBOL BOTANICAL NAME X GROUP No I OO ALOE SAPONARIA A 2 DIETES BICOLOR 3 OO ESCALLONIA 'NEWPORT DWARF' a a 4 • MACFADYENA UNGUIS-CATI 5 MYOPORUM PARVIFOLIUM 'PUTAH CREEK' SCO Co 6 CAESALPINA MEXICANA F-Ld - 0 B w 0� 7 ELAEGNUS PUNGENS J (n w Q U 8 O ARBUTUS UNEDO X ou 9 CALOCEDRUS DECURRENS 0-- 10 PINUS ELDARICA w " - - L 0 Q STORM DRAIN J UNDERGROUND UTILITIE ZD z O SEE NOTE 3 O IZ 5 I- Q U U Z Z L` w F- ? SIDEWALK ITY ZJ J up IoILLE a ~U J r :D a VI CURB AND GUTTER --""' UTTER METER -►i 105' U TYP TYP Z O X ~Q UNDERGROUND STRUCTURE CATCH BASIN ~ TRASFORMER VAULT. a R t/) SIDEWALK 9 w DRIVE ® APPROAC S.L. i � � x U r C> CURB AND GUTTER f 1 5'5' IFIN 5 10' 5' LLJ MIN MIN MIN MIN MIN =E NOTES: E- C= 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY Q THE CITY ENGINEER Q. W 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. i 3. AT ALL LOCAL RESIDENTIAL INTERSECTIONS THE FIRST TWO PARKWAY TREES AT ALL APPROACHES TO BE PLACED BEHIND SIDEWALK. Q 4. MAINTAIN 10 FEET FROM CENTER OF STREET TO EDGE Z OF ALL UNDERGROUND FACILITIES. OC C> 4. MAINTAIN 10 FEET FROM ALL STREET LIGHTS, UTILITIES J STRUCTURES AND VALVE BOXES. X Q c� STREET TREE PLACEMENT o SECTION W NO SCALE H a N BORDER LAST REVISED 3/1/2007 NON -LEGUME SEED LB/ACRE BOTANICAL NAME COMMON NAME 8.0 FESTUCA RUBRA 'MOLATE' RED FESCUE 6.0 FESTUCA IDAHOENSIS IDAHO FESCUE 4.0 POA SECUNDA SANDBERG BLUEGRASS 1.0 ESCHSCHOLZIA CAESPITOSA TUFTED CALIFORNIA POPPY 1.0 LASTHENIA CALIFORNICA CALIFORNIA GOLDFIELDS 4.0 NASSELLA CERNUA NODDING NEEDLEGRASS 1.0 RATIBIDA COLUMNARIS MEXICAN HAT 4.0 AGROSTIS PALLENS BENT GRASS 1.0 ACHILLEA MILLEFOLIUM COMMON YARROW 5.0 HORDEUM BRACHYANTHERUM CALIFORNIA BARLEY 4.0 LEYMUS TRITICOIDES 'RIO' CREEPING WILD RYE 6.0 VULPIA MICROSTACHYS SMALL FESCUE APPLICABLE WHEN CIRCLED: IO- Quantities shown are ''per plant" unless shown as ft2 application rates. 02 - 2x DIAMETER OF ROOTBALL, SAME DEPTH AS ROOTBALL 8- Does not apply to mulch areas. 4 - As shown on plans. 5 - Unless otherwise shown on plans. ©- See detail. 7 - See Caltrans Standard Detail ®- Backfill Mix (per 10 yd3): 6y3 Native Amended Topsoil 4y3 Nitrolized Organic Shavings Fertilizer Tablets per Specifications 9 - Soil Amendments (per 100 yd3): 3 yd3 Nitrolized Organic Amendment Granular Fertilizer PLANT LIST AND PLANTING SPECIFICATIONS UNDERLINED PORTIONS OF BOTANICAL NAME INDICATE ABBREVIATIONS USED ON PLANTING PLANS. COMMON NAME SIZE QUANTITY HOLE SIZE BASIN IRON SOIL EACH (inches) TYPE SULFATE AMEND DIA DEPTH SOAP ALOE No.1 559 0 Q2 II 4 oz SBd FORTNIGHT LILY No.l 4370 �2 EARTH DITCH II 4 oz 2 TABS DWARF ESCALLONIA No.l 869 (2) 0 II 4 oz 3 CAT'S CLAW VINE No.1 61 (2) 02 II 4 oz 3 PROSTRATE MYOPORUM No. 1 3,2 4 0 (Z2 (2) II 4 oz 2 TABS MEXICAN BIRD -OF -PARADISE No.5 15 (2) (2) II 4 oz 5 SILVERBERRY No.5 276 (2) (22 11 4 oz - STRAWBERRY TREE No. 15 63 0 10 Q II 4 oz 2 TABS INCENSE -CEDAR No. 15 12 02 (2) II 4 oz 20 AFGAN PINE No. 15 52 (2) (Z II 4 oz 20 PERMANENT BASIN 1 1/2"X MIN. ROOTBALL DEPTH - 2X THE WIDTH OF ROOTBALL = PUDDLE AND SETTLE BACKFIL - PRIOR TO PLACEMENT OF SHRUB SHRUB PLANT T KIr. PERMANENT BASIN EXISTING SLOPE 1%2"X MIN. ROOTB) DEPTH, 2X THE WI OF ROOTBALL PUDDLE AND SETT Lr_ BACKFIL PRIOR TO PLACEMENT OF SHRUB SHRUB PLANTING (SLOPE) 3" GRAVEL MULCH STEEL EDGING WI" METAL STAKE ANC 3" BERM TO FORM WATER BASIN FINISHED GRADE FERTILIZER TABLETS ROOTBALL -BACKFILL MIX SECTION _E RELATIVE BORDER SCALE IS IN INCHES D iSt COUNTY ROUTE rw i M1LC3 TOTAL PROJECT 3f1CC I No. SiV I N HEETS 1081 SBd 1 10 15.73 80 135 REGISTERED CIVIL ENGINEER DATE ANN CAP °oCy � THE STATE OF CALIFORNIA OR ITS OFFICERS zd 2/31/200* OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST a P THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4� Op CAL` COPIES OF THIS PLAN SHEET. CITY OF FONTANA LYNN CAPOUYA, INC. 8353 SIERRA AVENUE LANDSCAPE ARCHITECTS FONTANA, CALIFORNIA 92335 2995 AIRWAY AVENUE COSTA MESA, CA 92626 COMMERCIAL FERTILIZER O BASIN MULCH O � (CU FT) STAKING PLANTING LIMITS REMARKS DISTANCE ( FROM CENTER (FEET) TRVDINIMUM WAY PVMT FENCE WALL PAVED DITCH EARTH DITCH PLANTING PLT ESTB 2 TABS 4 oz 1.8 - 3 3 3 3 3 3 ® SHRUB 2 TABS 4 oz 1.8 - 3 3 3 3 3 3 © SHRUB 2 TABS 4 oz 1.8 - 5 5 5 5 5 5 ® SHRUB 3 TABS 4 oz 1.8 - - - - - 10 12 © VINE 2 TABS 4 oz 1.8 - 10 10 10 10 20 22 9 GROUNDCOVER 3 TABS 4 oz 1.8 - 20 20 20 20 20 22 ® SHRUB 3 TABS 4 oz 1.8 - 15 10 10 10 10 12 ® SHRUB 8 TABS 4 oz 7.0 © - 15 15 15 12 12 ® TREE 8 TABS 4 oz 7.0 © 40 - 30 25 20 22 ® TREE 8 TABS 4 oz 7.0 © 40 - 30 25 20 22 ® TREE DECOMPOSED GRANITE SECTION NO SCALE SECTION NO SCALE TREE PLANTING O 1 2 3 I i I i I i I SECTION NO SCALE 11/ g" MAXIMUM SEPARATION BETWEEN - EXPOSED ROCK SURFACES AFTER MORTAR IS APPLIED ROCK(PLACE FLAT SIDE UP) 1" MAXIMUM SEPARATION BETWEEN THE TOP OF ADJACENT ROCK SURFACE! 1" MINIMUM 1V2'- MAXIMUM BETWEEN THE TOP OF ROCK SURFACE AND THE TOP OF MORTAR UNLESS OTHERWISE SHOWN FORM BOAR 1 " x 6" WOOD HEADER WITH 1 %2" x /q" x 12" METAL STAKE ANCHORS AT 10'-0" O.C. SPACING (MAX)- a TOP OF FINISHED Qa° GRADE OR SURFACE 1" MAX. 4" MAX ROCK BLANKET 1" MINIMUM 1Y2" MAXIMUM DEPTH - DRY APPLIED MORTAR TOP OF ROCK SURFACE AND CONCRETE SET FLUSH ADJACENT TO TOP OF PAVEMENT, CURB, OR DIKE TOP OF EXISTING PAVEMENT,CURB OR DIKE L CONCRETE BASE 3" MINIMUM DEPTH aFinw BOTTOM OF ROCK A"UILT ❑ NO CHANGES ON THIS SHEET 0 CHANGES AS NOTED ON THIS SHEET ❑ THIS *HEET DELETED By: ,Bfh-- DAM. Q 2 /o n NOTE: REVISED PLANT QUANTITY DATE: 7-23-09 M DESIGN REVISION SECTION NO SCALE FOR CONSTRUCTION C.C.O. No. Sheet of Contract # z,;F!� 101 ,It USERNAME => p0030989�Q000ilagn 224 DGN FILE => C:\Documents and Settings\p0030989\Desktop\Plans\467 PLANT EA 467701 LIST PL -1 a 0 N O N •• 0 o ti OD n u 0 0 w w � F 00 aJ a w w F - 00 a0 O i N ro �L0 �o 2" DIA LODGEPOLE PINE TREE STAKE COPPER NAPTHENATE TREATED AND DRIVEN IN GROUND TO 2FT. MIN. DEPTH. 2 REO'D °' 'CINCH TIE' (4) REO'D ARBOR GUARD IN TURF AREAS ? PREPARED BACKFILL MIX, 1 MAX. CUT 18" SEE SPECIFICATIONS PLANT PIT co CS.) 3" HIGH WATER BASIN, AT TIME OF PLANTING .R TABLETS FINISH GRADE 111,11= =III�III��III���II� -_:l I F AGRIFORM TABLETS TO BE MIX. I I I- III -II_ ADDED PER MFG. RECOM DS. CS.) - III „-,;, 2X DIA. OF ROOT BALL SECTION NO SCALE TREE PLANTING O 1 2 3 I i I i I i I SECTION NO SCALE 11/ g" MAXIMUM SEPARATION BETWEEN - EXPOSED ROCK SURFACES AFTER MORTAR IS APPLIED ROCK(PLACE FLAT SIDE UP) 1" MAXIMUM SEPARATION BETWEEN THE TOP OF ADJACENT ROCK SURFACE! 1" MINIMUM 1V2'- MAXIMUM BETWEEN THE TOP OF ROCK SURFACE AND THE TOP OF MORTAR UNLESS OTHERWISE SHOWN FORM BOAR 1 " x 6" WOOD HEADER WITH 1 %2" x /q" x 12" METAL STAKE ANCHORS AT 10'-0" O.C. SPACING (MAX)- a TOP OF FINISHED Qa° GRADE OR SURFACE 1" MAX. 4" MAX ROCK BLANKET 1" MINIMUM 1Y2" MAXIMUM DEPTH - DRY APPLIED MORTAR TOP OF ROCK SURFACE AND CONCRETE SET FLUSH ADJACENT TO TOP OF PAVEMENT, CURB, OR DIKE TOP OF EXISTING PAVEMENT,CURB OR DIKE L CONCRETE BASE 3" MINIMUM DEPTH aFinw BOTTOM OF ROCK A"UILT ❑ NO CHANGES ON THIS SHEET 0 CHANGES AS NOTED ON THIS SHEET ❑ THIS *HEET DELETED By: ,Bfh-- DAM. Q 2 /o n NOTE: REVISED PLANT QUANTITY DATE: 7-23-09 M DESIGN REVISION SECTION NO SCALE FOR CONSTRUCTION C.C.O. No. Sheet of Contract # z,;F!� 101 ,It USERNAME => p0030989�Q000ilagn 224 DGN FILE => C:\Documents and Settings\p0030989\Desktop\Plans\467 PLANT EA 467701 LIST PL -1 a 0 N O N •• 0 o ti OD n u 0 0 w w � F 00 aJ a w w F - 00 a0 O i N ro �L0 �o Ki x x r4 THIS Distj COUNTY ROUTE 08SBd 10 POST MILES SHEET� TOTAL TOTAL PROJECT No. SHEETS 15.73 81 135 �ODSCAPe - 4 �0\\ , , �AC CARO A R �xo 2/31/200 CAL UUYA, INC. ME ARCHITECTS AVEN- CA 92626 BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS IN INCHES PLAN I INU PLAN SCALE: 1'' = 50' 0 1 2 3 USERNAME =>p0020629 CU 08224 1 1 1 1 1 1 1 �DGN FILE => G:\646713 1 -10- C-yr)r-ess \sht \LANDSCAPE \46770t i 00 1 clan � EA 467701 00 :2 o < C co n,j C 0- I II Ld C 0- Ld LL 0 F- co O C) Ln 21001 x x WN 0 r w m cn o > w w N ft� > w w o a 0 I m } W m aUJo J Z W � Y U� U J In W aw = U o U > w V Q J z 0 O_ Q � Q U U z D Z L� Z z z J a J D V) z O U U- 0 z LSI Ir a LLJ 0 �r T BORDER LAST REVISED 3/1/2007 —113 1130-- -113 113 0 w 0 570 D2 ROCK BLANKET 8 MYO PAR 10 ARB UNE IN ELD RELATIVE BORDER SCALE IS IN INCHES 7 ARB UNE 1 MAC UNG 418 ESC NEW 1-75- YD ROCK BLANKET 4503 SF EROSION CONTROL BLANKET 59 ALO SAP 1077 FT2 GRAVEL MULCH/ MYO DECOMPOSED GRANITE 88 4 PIN ELD 7 ARB UNE 37 ELA PUN 41 ESC NEW 3 CAL DEC 10 ARB UNE IN ELD RELATIVE BORDER SCALE IS IN INCHES 7 ARB UNE 1 MAC UNG 418 ESC NEW 1-75- YD ROCK BLANKET 4503 SF EROSION CONTROL BLANKET 59 ALO SAP 304 MYO PAR 88 ESC NEW 0 1 2 3 I I I I I I I YPRE S 188 ESC NEW 512 MYO PAR 0 5 ARB UNE 151 MYO PAR 116 DIE BIC 19 ALO SAP 321 DIE BIC AS -BUILT ❑ NO CHANGES ON THIS SHEET �! CHANGES AS NOTED ON THIS SHIM b THIS SHEET DELETED I R.E. Dist COUNTY ROUTE I POST MILES ISHEETITOTAL TOTAL PROJECT No. SHEETS 081 SBd 1 10 1 15.73 182 11351 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OF7FOR OR AGENTS SHALL NOT BE RESPONSIBTHE ACCURACY ORCOMPLETENESS OFNIC COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 C.C.O. No. Sheet of Contract # lilt / V,IIBSCApe ��p1 C.4P0.4'pCyi S�4 0 lQ OF CAL�� LYNN CAPOLIYA, INC. LANDSCAPE ARCHITECTS 2995 AIRWAY AVENUE COSTA MESA, CA 92626 x� '\N fI s NOTE: ADDED ADDIT DATE: 7-23-09 AL PLANTING AREA. DESIGN REVISION FOR CONSTRUCTION PLANTING PLAN SCALE: 1 " = 50' USERNAME=>p0030989 (` DGN FILE _> C:\Documents and Settings\p0030989\Desktop\Plans\467 6t1i00�%n4 EA 467701 PP -2 0 wW � F F F O O J J a a w w I- g o � • 'I N J C O =I Lo J O x E 0 r w m cn > w w > W w Cr' a O N x r�' 0 w n � Q 0 n 1= ¢ U U z � Z z H z a J z 0 U Z O_ x ~ 0 z 0 z w Of 0 _, z r C) LL x J U w 47 48 49 THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY w BORDER LAST REVISED 3/1/2007 El m >- BFPA 2'' w m GVH i A-09- aLLJ o J z W ( 1 1/2 `-A-1 0- 20 U � U F -A-14- 4 I 1 aW = 1 "-A-1 5- U U 22 i/ -A-16-8.5 46 co11/2"-A-23-15.2 w x r�' 0 w n � Q 0 n 1= ¢ U U z � Z z H z a J z 0 U Z O_ x ~ 0 z 0 z w Of 0 _, z r C) LL x J U w 47 48 49 THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY w BORDER LAST REVISED 3/1/2007 2'' WM - 1I'—A-20-12.6 BFPA 2'' RCVM 2 GVH i A-09- 22 1"-A-21-10.8 ( 1 1/2 `-A-1 0- 20 22 F -A-14- 4 I 1 22- 9.6 1 "-A-1 5- 22 i/ -A-16-8.5 co11/2"-A-23-15.2 w l i. A .. I 2'' WM - 2'' BFPA 2'' RCVM 2 GVH w Q 2" GV 21/z"GV 00 50 5 fr 1 -jsc M 21/z GV� 0-�Ld SS > O 1 ICC (TYPE A) IC 'A' (TYPE 1)-40 STATION Ln 39 ---34 STATIONS USED i –7 -STATIONS AVAILABLE 2'/2"GV- 2: GV RELATIVE BORDER SCALE IS IN INCHES CYPRESS` � 5 114 i 3�4 Y 1 5 l I earw(b 4 i4- ROW 2"-�\ 11 \� Y4" .:-L_ 4 2'' G 5 i I I _ n � ,F7 V i A-09- 22 ( 1 1/2 `-A-1 0- 20 22 F -A-14- 4 I 8 5 1 "-A-1 5- 22 i/ -A-16-8.5 h l G V -� J � 2 --- 6 3%4 "'7 6, 7, 7 7 _1 4 1� 11/41 I-8 )ist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 83 135 � MQ(-- C-"V� 5/30/2008 V_NQSCApE- REGISTERE CIVIL GINEER DATE F�'Spp �N CAp9- L June 17 2008 S 1 qna ur PLANS APPROVAL DATE No. 2314 � xd2/31/200 � THE STATE OF CAL IFORNIA OR ITS OFFICERS 91? AGENTS SHALL NOT BE RE5POIV5/91E FOR Sr ate v THE ACCURACY OR COMPLETENESS OF EL ECTRON/C qre of cAL 1FOR� COPIES OF THIS PLAN SHEET. CITY OF FONTANA LYNN CAPDUYA, INC - 8353 SIERRA AVENUE LANDSCAPE ARCHITECTS FONTANA, CALIFORNIA 92335 2995 AIRWAY AVENUE COSTA MESA, CA 92626 4 6 �4 V 12 12 12 12 112 1 57 58 i� -0 1 4 -v 4 AS -BUILT R , O CHANGES ON THIS SHEET gQ _ HANGE3 AS NOTED ON Twrs sum-.. t 7 3144 11�41� �41� 6 6 3 6 6 3/1 Y4 < IMM 5 5 i 1 _rE I � 2GVI/ DESIGN REVISION FOR CONSTRUCTION IRRIGATION PLAN 0 1 2 3 USERNAME =>p0020629 CU 08224 DGN FILE => G:\646713-I-10-Cypress\sht\LANDSCAPE\46770t1001-rev0l.dgn SCALE: 111 - 50' I P - 1 EA 467701 iIC _ n � ,F7 V i A-09- 22 ( 1 1/2 `-A-1 0- 20 > 11/2^_.A-11- 22 _rE I � 2GVI/ DESIGN REVISION FOR CONSTRUCTION IRRIGATION PLAN 0 1 2 3 USERNAME =>p0020629 CU 08224 DGN FILE => G:\646713-I-10-Cypress\sht\LANDSCAPE\46770t1001-rev0l.dgn SCALE: 111 - 50' I P - 1 EA 467701 iIC x 0 Lu CID in o > w w L > w Li I-_ X a 0 11 7 1 "-B-30-28.0 1" -B-29-3.5 11/2" -B-28-28.0 2'' -B -26-3M 33 1 "B-1 3.0 x 2" GV 2 GV GV- yt11 �� pGT�1t�� I IV(OD. Ll- � 74ii a COUNTY ROUTE POST MILES TOTAL PROJECT Y TOTAL SHEETS 081 SBd 1 10 1 15.73 184 6 a a c om } w m � Q� o 0 1 J Z w O +O 1 %2" U� U 6 J In aw w = I W Q W In x ON W = W w w 2 N N v 6 Q � J � Z o O a - U v 5 Z FNz z a ___I J D N \\O �S z 3q x 1 & -A-� -26.6 a a 1 Y2" -A-2- 24.7 z 6 F -- LL O z LII a Lu 0 _• z LL 10 THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY Lu � L /2 1 -*-2" GV 2" GV ® 2.. GV 1"-B-32-10.0 2" -B-19-39.9 1 I/z" -B-20-28.5 2 11GV-1Z LL 1 %2"-B-16-32.3 1 %2" -B-01 -34.0 1 %2" -B-02-34.0 2" GV--`� 11'14„ Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 081 SBd 1 10 1 15.73 184 11351 F(tblG >ILHLU CIVIL ENGINEER DATE kODSCAPE ANN CAPD & , PLANS APPROVAL DATE xd 2/31/200 , THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr a p THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4� OF CAL CITY COPIES OF TRIS PLAN SHEET. CITY OF FONTANA LYNN CAPOLIYA. INC. 8353 SIERRA AVENUE LANDSCAPE ARCHITECTS FONTANA, CALIFORNIA 92335 2995 AIRWAY AVENUE COSTA MESA, CA 92626 1" -B -31b 2.5 1"-B-22-16. 2%2"GV 2" GV .... -A ft_..,.� .. _.,.�-.. _--,.�� I ti.,..-...' _6k Mat*.�.� i-*dl•Jti*:r.L�:K:r.L•T:�*��:�:K. �ri!T:1*�r:�!?:1��r:4 �:K�'f:�:ti.�►+ Ai PROW � r •� OWMA � � •cam'-:`�'�+�:"�� fA ��� I'ti� •,:�•.► sem~ ®®®® ��' IFS„ t���;���:�•�':- MINA 2" GVH' " 34. 1 %2" -B-14-34. 1"-B-13-4.0 1"-B-12-38. 1%2"-B-11-10. 1 "-B-10-28. 1!/2'' -B-04-28. 1"-B-05-7.2 1 %2" -B-06-28.! BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 1�owl ®M®Mm, i III 2"GVJ k2Y211G� 114„ z 74" 11 1Z 1Z 1Z IZ IL IZ 1 Y4„ ROW ICC ( TYPE A) IC 'B' (TYPE 1)-40 STATION -�3Z STATIONS USED -8-STATIONS AVAILABLE / AS -BUILT ❑ NO CHANGES ON THIS SHEET 10 CHANGES AS NOTED ON TH13 SHEET ❑ THIS SHEET DELETED I R.E. C.C.O. Ni Sheet Contract NOTE: ADDED ADDITIONAL HEADS & VALVES DATE: 7-23-09 DESIGN REVISION FOR CONSTRUCTION IRRIGATION PLAN SCALE: 1 " = 50' IP -2 USERNAME=>p0030989 224 EA467701 DGN FILE => C:\Documents and Settings\p0030989\Desktop\Plans\467��&0�8.dgn a O Irl 0� N ccr r- CC I II oC: w LL H F O C J CL a UJ w 11-- 00 00 >.O I o t Ln 'o u M e Q 13 13 r m 0 w V) w m om w �-o aw --� z CD U J 0 aw U C n' 0 n- w n D 0 J a z 0 U z LL z a F- J z 0 U z 0 F— a F- 0 z a F- I 0 z w F- a w 0 MR SPRINKLER LEGEND PIPE SIZE 0 - 10 3/4 10 - 16 1 SYM MODEL/MFG DESCRIPTION DETAIL/REFERENCE 36 - 50 2 SYM MODEL/MFG AUTOMATAIC CONTROLLER -40 STATION DESCRIPTION 20 FEET ON -CENTER. DETAIL/REFERENCE INSTALL IN PEDESTAL STAINLESS STEEL METER HUNTER PGP -36V-12 STANDARD NOZZLE SLw (-R-EB-) fo-o FULL -CIRCLE ROTOR W/CHECK VALVE REFER TO DETAIL 3, SHEET LD -7 BACKBOARD: LEVEL 1 SURGE PROTECTION O HUNTER PGP -ADV -12S., STANDARD NOZZLE (-f-E&) 11 0 ADJUSTABLE ROTOR W/CHECK VALVE REFER TO DETAIL 3 SHEET LD -7 © HUNTER I -20 -ADS ULTRA STANDARD -6.0 NOZZLE ADJUSTABLE POP-UP ROTOR W/CHECK VALVE REFER TO DETAIL 2, SHEET LD -7 O HUNTER I -20 -ADS -6.0 ADJUSTABLE ROTOR W/CHECK VALVE REFER TO DETAIL 3, SHEET LD -7 FEBCO MODEL #825Y INSTALL IN LEMUR, VANDAL -RESISTANT, STEEL ULTRA STANDARD NOZZLE REFER TO DET. #, SHEET LD-# MESH ENCLOSURE 8 0 HUNTER I -20 -ADS ULTRA STANDARD -6.0 NOZZLE ADJUSTABLE POP-UP ROTOR W/CHECK VALVE REFER TO DETAIL 2, SHEET LD -7 11 HUNTER I -20 -ADS ULTRA LOW ANGLE -2.0 LA NOZZLE ADJUSTABLE ROTOR W/CHECK VALVE REFER TO DETAIL 3, SHEET LD -7 12 HUNTER I -20 -ADS ULTRA LOW ANGLE -2.0 LA NOZZLE ADJUSTABLE POP-UP ROTOR W/CHECK VALVE REFER TO DETAIL 2, SHEET LD -7 #515, 516, 518 DET. 3&5, SHEET 0 RAINBIRD-MODEL 1812 -SCHE 40 (SMALLER THAN 2"DIAMETER) SERIES SAM W/PRS FIXED RISER SHRUB SPRAY W/CHECK VALVE STD PLAN & 5205 LD -5 #524, REFER TO DET. #, SHEET LD-# ® RAINBIRD-MODEL 1812 POP-UP SHRUB SPRAY W/CHECK VALVE STD PLAN (BRASS) -SIZES NOTED #524, REFER TO DET. 2, SHEET LD -7 REFER TO SERIES SAM W/PRS SHEET LD -6 A NIBCO MODEL #T-113 GATE VALVE (GV) STD PLAN #521, REFER TO DET. 2, SHEET LD -6 EQUIPMENT LEGEND GPM RANGE PIPE SIZE 0 - 10 3/4 10 - 16 1 SYM MODEL/MFG DESCRIPTION DETAIL/REFERENCE 36 - 50 2 A DIFFERENT COLOR FOR EACH CONTROLLER USED. BUNDLE AUTOMATAIC CONTROLLER -40 STATION MINIMUM OF 20 FEET ON -CENTER. INSTALL IN PEDESTAL STAINLESS STEEL METER TORO SENTINEL CNTLR ENCLOSURE MODEL NO. MPEA161-OB1-VRA ESB-24-U2-MPEA161OK-OB1-VRA1-VRA BACKBOARD: LEVEL 1 SURGE PROTECTION STD PLAN #5249 REFER TO SHEET LD -4 OR EQUAL AND VRA ANTENNA. CONTRACTOR TO PROVIDE 120 V POWER SUPPLY ® - WATER METER -BY OTHERS (SIZE NOTED) - BACKFLOW PREVENTER ASSEMBLY (BPA) m FEBCO MODEL #825Y INSTALL IN LEMUR, VANDAL -RESISTANT, STEEL STD PLAN #524, REFER TO DET. #, SHEET LD-# MESH ENCLOSURE FS DATA INDUSTRIAL, IR SERIES FLOW FLOW SENSOR (FS), PVC TEE W/SOCKET ENDS STD PLAN #524, REFER TO DET. SHEET LD -6 SENSOR -MODEL #IR -220P (LINE SIZE) 6, - CONTROL AND NEUTRAL CONDUCTORS (CNC) STD PLAN #524, REFER TO DET. 1, 29 4 & 69 SHEET LD -5 - PLASTIC PIPE(SUPPLY LINE) (MAIN) -CLASS 315 (2" DIAMETER OR LARGER) STD PLAN REFER TO #515, 516, 518 DET. 3&5, SHEET & 520, LD -5 -SCHE 40 (SMALLER THAN 2"DIAMETER) _ PLASTIC PIPE (CL 200) (SUPPLY LINE) (LATERAL) SIZES NOTED STD PLAN REFER TO #5159 DET. 3 5169 518 & 5, SHEET & 5205 LD -5 RAINBIRD GB SERIES REMOTE CONTROL VALVE (RCV) (BRASS) -SIZES NOTED REMOTE CONTROL VALVE (MASTER)(RCVM) STD PLAN #511, REFER TO DET. 1, SHEET LD -6 A NIBCO MODEL #T-113 GATE VALVE (GV) STD PLAN #521, REFER TO DET. 2, SHEET LD -6 O RAINBIRD 33DLRC Y4 QUICK COUPLING VALVE (QCV) STD PLAN #524, REFER TO DET, 4, SHEET LD -6 W/VINYL COVER LOCK - CONNECT TO EXISTING SYSTEM 7 - CAP _ IRRIGATION WATERLINE AND WIRE CROSSOVER STD PLAN #515, 5169 518 & 5209 PLASTIC PVC PIPE (SCHE 40) REFER TO DET. 59 SHEET LD -5 BORDER LAST REVISED 3/1/2007 CONTROL VALVE INFORMATION RCV SIZE IRRIGATION CONTROLLER CONTROLLER STATION VALVE IN PARALLEL (IF APPLICABLE) Gal/min QUANTITY OF TYPE C SPRINKLERS RELATIVE BORDER SCALE IS IN INCHES PIPE SIZING CHA (LATERAL LINE ONLY) GPM RANGE PIPE SIZE 0 - 10 3/4 10 - 16 1 16 - 26 11/4 26 - 36 1 12, 36 - 50 2 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15073 86 135 cn�" 5/30/2008 `pNDSCAP£ REGISTERED ANDSCAPE RCHITECT DATE p CC1APo q9 -y Alvv— June 17, 2008 NoU PLANS APPROVAL DATE 2314 x,1 2/31/200 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp at ♦P THE ACCURACY OR COMPLETENESS OF ELECTRON/C qrF OF CALIV COPIES OF THIS PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 IRRIGATION GENERAL NOTES LYNN CAPOUYA, INC. LANDSCAPE ARCHITECTS 2995 AIRWAY AVENUE COSTA MESA, CA 92626 1) DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE BROUGHT UP TO THE ATTENTION OF THE ENGINEER BEFORE WORK IS INSTALLED; OTHERWISE THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY REQUIRED REVISIONS. 2) ALL WIRES FROM THE CONTROLLER TO THE AUTOMATIC VALVES TO BE COPPER, DIRECT BURIAL, MINIMUM #14 GAUGE. INSTALL IN THE SAME TRENCH AS THE MAIN LINE WHERE POSSIBLE. MINIMUM COVERAGE OVER WIRE TO BE 18". COMMON WIRE TO BE WHITE IN COLOR. CONTROL WIRES TO BE A DIFFERENT COLOR FOR EACH CONTROLLER USED. BUNDLE AND TAKE WIRES AT A MINIMUM OF 20 FEET ON -CENTER. 3) FINAL LOCATIONS FOR BACKFLOW PREVENTERS AND CONTROLLERS TO BE DETERMINED BY ENGINEER IN THE FIELD BEFORE INSTALLATION. INSTALL ALL EQUIPMENT PER CITY OF FONTANA LIST OF DETAILS REFERENCED TO FONTANA STANDARD PLANS. 4) PROVIDE A MINIMUM COVERAGE OF 18'' FOR PRESSURE LINES AND 12'' FOR NON -PRESSURE LATERALS. PROVIDE SCHEDULE 40 IRRIGATION CROSSOVERS WITH A MINIMUM 24'' COVERAGE FOR ALL LINES UNDER PAVING. PIPE SHALL NOT HAVE ANY JOINTS WITHIN CROSSOVERS. 5) ALL SPRINKLER HEADS ADJACENT TO STATE HIGHWAY OR CITY STREET SHALL BE INSTALLED IN HIGH POP-UP BODIES. 6) POP-UP TYPE SPRINKLER HEADS, INSTALLED IN SHRUB OR GROUND COVER AREAS, SHALL BE INSTALLED WITH TOP OF SPRINKLER APPROXIMATELY 1'' ABOVE FINISH GRADE 7) THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND L THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION PLANS AT EACH POINT OF "= CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. 8) THE DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 9) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OERATING PRESSURE FOR EACH SYSTEM. 10) IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILARIZE THEMSELVES WITH THE LOCATION OF WALLS, RETAINING STRUCTURES, ETC. THEY SHALL COORDINATE THEIR WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF ALL NECESSARY PIPE/WIRE CROSSOVERS/ SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING STRUCTURES, ETC. 11) THE IRRIGATION CRONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER PAVED AREAS. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHTS, ETC.)INTEREFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVEAGE, THE IRRIGATION CONTRACTOR SHALL TFIELD ADJUST THE SPRINKLER BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE, OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. AS -BUILT NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET nef earn RE. LANDSCAPE DETAILS (CITY OF FONTANA) USERNAME=>p0044870 CU 08224 EA 467701 DGN FILE => q:\646713_1-10-cypress\sht\landscape\46770tn002.dgn LD -2 00 :5 O NC � c Ln .. o.. �Q u n o c w F -- o C J a a w ,L F- 00 00 'o v 0 C M LC) 1c x x x x x x Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 89 135 FINISH GRADE 6" MIN FROM LANDSCAPE— 5/30/2008 REGISTERED ANDSCAPE RCHITECT DATE VpNDSCApF CLEAN BACK FILL, �,a`..: • �`y�N CAPOG9ry�� SATURATE AND =I 11= 1=1 =w_-, 1=1I1=1I1- = NON -PRESSURE LATERAL LINE Signa ur No - COMPACT TO 90% June 17 2008 2314 PLANS APPROVAL DATE HARDSCAPING "'-'=x 2/31/200 NATIVE BACKFILL _ -III=I=III= THE STATE OF CALIFORN/A OR ITS OFF7CER3 J� II -���I 1=) =1 2" M I N U S N --I OR A6ENT5 SHAL L NOT BE RESPONS/BL E FOR STgT at=III=111� �J1=III-111: -III-I=1I1THE ACCURACY OR COMPLETENESS OF ELECTRON/C FOF CAL1 II1 111 -Ill NON PRESSURE=PRESSURE SUPPLY LINE COPIES OF TH/S PLAN SHEET. "- LATERAL LINEW/SLEEVE =CONTROL WIRES LYNN CAPOUYA. INC. PRESSURE SUPPLY-IIICLEAN BACKFILL CITY OF FONTANALp11p5CAPE ARCFIITECTS III= If, LINE W/SLEEVE -�I =I11 8353 SIERRA AVENUE2gg5 AIRWAY AVENUE - SAND BACKFILL FONTANA, CALIFORNIA 92335 IL- CONTROL WIRE �I=�1=�=III=�=�=-111 COSTA MESA, CA 92626 } w -11�= r.:: r `' ..:.. ::; SLEEVE -III=III-III=I I-III-III=III=III= n—n i—iii n—i i i i—iii SAND BACK FILL 6' Ln z ill 111 111 III IIIIII — II�III If - 3: MIN w � 6'. NOTES: WATER PROOF CONNECTION o a NOTES: MIN 1. FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO INSTALL A 9" ROUND PLASTIC MIN. 24" ABOVE GRADE LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE BOX WITH LOCKING LID 1. INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER w SUPPLY LINE, SIZE PER SPEC, OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. a ^ CD 2. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER 2. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% SPLICE BLOCK N w OF THE LINE TO BE SLEEVED. 3. INSTALL ALL PVC PIPE WITH LABEL UP. > INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER m FINISH GRADE 3.ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED 4. SNAKE ALL PIPE IN TRENCH. a BY INSPECTOR. 5. BUNDLE AND TAPE ALL CONTROL WIRES AT 10'0.C. TO PRESSURE - — — — —— —111-- 4. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE —I I I—I I I=I I I—I I I—I I I I I I—_I I 1=1 _ �—III AS REQUESTED BY INSPECTOR. CHANGES IN DIRECTION. =I I I—I I I—I I I—1 I M I I_I I =I I I=I I I=I— HE 5.IF SLEEVES ARE TO BE USED AT A LATER DATE CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL MAk AT ENDS 6. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 =II=I III= IRR. CONTROL WIRE OF SLEEVING VISIBLE AT GROUND LEVEL. SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. 7. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. 8. CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE 2" x 4" RWD BLOCK } SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE LLJm m 3" AND LARGER. LJ ao �Z Y 1 CU. FT. PEA GRAVELCD _ U .-. U J0 W Q W 2 e U O U SLEEVE INSTALLATION -STD DETAIL 5018 �j TRENCH -STD DETAIL 5015 3 ° NOTE= Ln REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX. SLIP BASE SOCKET OVER LLJ END OF WIRES J U) z STRIP WIRES APPROX. 5/8" STEP 1 FROM ENDS STRIP WIRES APPROX. 5/8" FROM ENDS z 47 STEP 1 SPLICE BOX ASSEMBLY -STD DETAIL 5017 PUT CRIMP SLEEVE OVER i- WIRE ENDS -CRIMP SLEEVE a TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM I— MAIN SUPPLY, LATERAL ,...a. . APPLY SEALER TO INSIDE AND WIRING " z OF SEALING PLUG o STEP 2 STEP 2 p. FILL BASE SOCKET WITH SEALER LATERAL co e: C) MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF END OF PACK AND INSERT CONNECTOR TO ® MAINLINE OPPOSITE END WIRING C C:> STEP 3 c0-/� PROVIDE A 20" LOOP OF WIRE Z PUSH SEALING PLUG INTOcz IN ALL CHANGES OF DIRECTION F -BASE SOCKET UNTIL IT LOCKS STEP 3 GREATER THAN 30 DEGREES REMOVE TIES AFTER ALL CONNET[ONS L`WRAP OPEN END OF SEALING PACK WITH HAVE BEEN MADE O PUSH WIRES TO END OF BASE TAPE, ALLOW TO SET UNTIL RESIN JELLS TAPE AND BUNDLE WIRING AT w 10' O.C. (MAX) TO MAINLING SOCKET TO ASSURE COMPLETE S�TFP 4 SEALING OF CONNECTION _i NOTE: PLAN VIEW STEP 4 DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE AS -BUILT o c Ln.. w IN THE SAME TRENCH AS THE IRRIGATION NO CHANGES ON THIS SHEET CONTROL WIRING eCHANGES AS NOTED ON THIS SHEE Q o RAINBIRD SNAP-TITE WIRE a THINS EEADNOTED o CONNECTOR "OR EQUAL" "SCOTCH" SEALING PACK ^ REApp�o - o C C W d Li W � J Q U LANDSCAPE DETAILS � � o WIRE CONNECTOR -STD DETAIL 5013 6 zo 0 (CITY OF FONTANA) w o LD -5 v WIRE CONNECTOR STD DETAIL 5014 4 PIPING AND WIRING -STD DETAIL 5016 2 a 0 0 BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>pC044870 CU 08224 EA 467701 IS IN INCHES I I I i I I I �DGN FILE => g:\646713_i-10-cypress\sht\landscape\46770tn005.dgn x x Dist COUNTY ROUTE POST MILES SHEET TOTAL PLAN ` V/ T � 1.' TOTAL PROJECT No. SHEETS 1 VV FINISH GRADE 08 SBd 10 15.73 90 135 �l i III--� III-III_III-I -III mv, 5/30/2008 III=111 IIIII-III=III=III=1 __ SCH 80 PVC RISER �pNDSCAPF REGISTERED ANDSCAPE RCHITECT DATE py�N CAp�4, ' �•si .•^ MAIN OR LATERAL LINE Gt �� 9 TEE OR ELL June 17 2008 No. Signa ur ( ELEVATION PLANS APPROVAL DATE xdp/3114200 THE STATE OF CAL/FORNZA OR TTS OFFICERS SCH 40 PVC STREET ELL OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr of tip (( SCH 80 NIPPLE BOX TO BE PLACED AT RIGHT ANGLE TO THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF pp CALlFO�� HARDSCAPE EDGE w/ VALVE # ETCHED IN LID COPIES OF TH/S PLAN SHEET. :t CHRISTY'S I.D TAG (STANDARD) CITY ANA LYNN CAPOLIYA. INC. y,...• - SECURE TO SOLENOID PIGTAIL 8353 OSIERRA TAVENUE LANDSCAPE ARCHITECTS o } �' TEE OR ELL FONTANA CALIFORNIA 92335 2995 AIRWAY AVENUE 12''X18"P PLASTIC BOX AND COVER WITH 9 SA, C m uw LOCK TOP L COSTA ME A 92626 o ? CURL TYPE EXPANSION LOOP (MIN.24") 12" OR L'irr MAIN OR LATERAL LINE AS NOTED HARDSCAPE WATERPROOF WIRE CONNECTION 2 a TYP, CONCRETE TO REST E L E V A T I O N MARLEX STREET ELL(PRIVATE) AGAINST UNDISTURBED PVC STREET ELL(PUBLIC) SOIL SCH 80 NIPPLE FINISH GRADE • a PLAN SCH 40 PVC STREET ELL(PUBLIC) SCHEDULE 80 PVC RISER III=1I=1I=1 =1 I=1 I=1 I1=1 I-1 11=1 11=1 11=1 11=1 11=1 I-1TI- 11 1=1 L=1=1 11 1=1 1=1 1=1 1=1T_I=1 1=1 1=1 1=1 1=1 I- Y -a- x a II=III-III-III=III=III-I O III=III=III=III-III=III=III= I I 1=1 I I-111=111-_ TYP . C O N C R E T E =1 = =11=11 THRUST BLOCKS11=III=III=III=III= III= SOLENOID V 111111= SEE REBAR DETAIL N o —III=III=IIIMm 1=11- o aPVC LINE PIPE =111111 ~ Z � NON -PRESSURE LINE FITTING SCH 80 UNION CONNECTION REBAR DETAIL CO NOTE, �611 PEA GRAVEL ALL PIPE AND FITTINGS SHALL BE SCHEDULE °�Qo° ° Q° (MIN.3 CU. FT,) 40 PVC UNLESS OTHERWISE SPECIFIED r NOTE: USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR w m m THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE PUBLIC JOBS PVC ELBOW (TYP, 2 PLACES) o MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. < aPVC LINE PIPE w UTILIZED IN ALL (2 1/2" AND LARGER MAINLINE PIPE) CD Y #3 REBAR TO BE PLACED AROUND PIPE INTO THRUST BLOCK u TYP. COMMON WIRE —ve PVC SUPPLY LINE FITTINGS(SXSXS) < cn w aw = �o u THRUST BLOCK ASSEMBLY -STD DETAIL 5020 5 SWING JOINT ASSEMBLY -STD DETAIL 5022 3 CONTROL WIRE 0 NOTES= � 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED � 0 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MINIMUM OF 3 FT. APART, c/) 1 �71 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. A. ONE VALVE PER VALVE BOX a o BRASS REMOTE CONTROL VALVE -STD DETAIL 5011 U Z RED WNITE BLACK BLUE a IRRIGATION CONTROLLER BRASS VALVE BOX W/LOCK J GATE VALVE U) OF 14 10" VALVE BOX MARKED W/ 2" FINISH GRADE o WHITE WIRES LETTERS READING Q.C. QUICK COUPLER VALVE (COMMON) W/ LOCKING BOLT LID BLUE 12" MIN. FROM HARDSCAPE MATERIALS I-III-III=III=III=III=III 1=III=III=III=III=III=III-11 z FINISH GRADE -IIIIII-III-I I -I I=1 III=1=1=1 III=1 1= WATERPROOF ALL I=111=111=111=III II III III=111=IIFE II o III=III=III=III-I I I I I=III-III=III=III- WIRE c o N N E c T I o lv s � =- -III-III-III=1 I I I I=1 I I=1 I I=1 11=1 11= A S PER STD. I=1 1=1 1=1 11= III -I 1=1-I 1=1 Q III I I 1=1 11=1 11=1 I EE I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 I III -I 11=1 11-I 1=1 11=1 11=1 11=1 11=1 11=1 1= PVC MALE ADAPTOR \ 7III-III-111=III=III=III=III=111-I_I1=111=111-III=1 1=III=III=III=III=III-III=III=III=III-1 III-III-III=III -III-III 1 = / III=III=III- — O RED co I I-1 I I-1 I L-1 I L-1 I I-1 I I-1 11=1 11=1 11=1 I I-1 I I-1 11=1 I I I I 1=1 I I -I 11=1 I I-III=1 I I -III -I 11=1 I I=1 I I- --- n BLACK_ MASTER CONTROL 6" MIN PEA GRAVEL Q BRASS STREET ELL TYP. 2 x 4 RWD OR BRICK �7�0QO °Qo III MAINLINE FLOW SENSOR BRASS NIPPLE 6 MIN 2" x 4" RWD BLOCK CD DIAMETER SAME SIZE III=III=III=III=III=III=III= III=III=11 A s FLOW METER SIZEIII-III-III=1 1=1 1=1 1=1 1=1 I--1 PVC S H C 40 TEE OR ELL III=III-III=1 11=1 1=1 1=1 1=1 11= z LATERAL LINE SIZE TO BE NOTED ON PLAN w MINIMUM DISTANCE DOWNSTREAM I CU, FT. PEA GRAVEL o a r'r 5X DIAMETER OF FLOW METER SIZE 24" MIN. #4 REBAR, ATTACH oN r Q W/(2) STAINLESS STEEL BANDS AS -BUILT C w MINIMUM DISTANCE UPSTREAM NO CHANGES ON THIS SHEET 1OX DIAMETER OF FLOWo METER SIZE NOTE: CHANGES AS NOTED ON THIS SHEET � Q THIS WET DELETED 1. USE TEFLON TAPE ON ALL THREADED FITTINGS by:. o c Q DN•: Y/zJ,,fo LJ LL F - z RE. Approv a c J CD IL a w LL LANDSCAPE DETAILS CD FLOW METER / MASTER VALVE -STD DETAIL 5010 rp 0 w (CITY OF FONTANA) LD -6 rn QUICK COUPLER ASSEMBLY STD DETAIL 5021 4 GATE VALVE -STD DETAIL 5019 2 a`n 0 BORDER LAST REVISED 3/l/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>pC044870 CU 08224 EA 467701 IS IN INCHES I I I I I i DGN FILE => q:\646713-i-10-cypress\sht\landscape\46770tn006.dgn x Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15,73 91 135 �— 5/30/2008 VpNDSCApF REGISTERED ANDSCAPE RCHITECT DATE �� CAP �N 0�9! 1 June 17, 2006 Signa ur 2314 PLANS APPROVAL DATE No. x12/31/200 THE STATE OF CAL/FORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLEFOR sr a t ♦P qrF THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF CALIF��� COPIES OF THIS PLAN SHEET. z GEAR DRIVEN CITY FONT ANA LYNN CAPOUYA, INC. SHRUB ROTOR AVENUE LANDSCAARCHITECTS 353 SI RRA E p N gONTANA,CAL CALIFORNIAFOR IA 92335 2995 AIRWAY AVENUE COSTA MESA, CA 92 626 r m w N PVC RISER o > FINISH GRADE Li v7 > w w w F z III—III WALK OR CURB o HEAVY DUTY GALV. a N STEEL PUNCH LOCK FINISH GRADE mi 61 FASTENER (2 REQ'D) v I—III—I I I—I II I � I—I I I—I I II LATERAL LINE WITH PVC I— � I I I I � IIIIII-III TEE OR ELL TE=III= PVC LATERAL LINE PVC STREET ELL SCH.80 NIPPLE SCH 80 PVC NIPPLE 1'X1"X30" GALV. MARLEX STREET ELL��� ' THREADED BOTH ENDS �j ANGLE IRON NOTE: ALL BUBBLERS TO BE INSTALLED o m WITH TRIPLE SWING JOINTS w ao m F.G. - 1 1 /2" BELOW WALK OR CURB o J Z W D U Y U . U J un W Q W S U U SHRUB ROTOR -STD DETAIL 5029 3 BUBBLER HEAD -STD DETAIL 5026 1 0 V) w n �i CONC WALK OR CURB a z 0 'a FINISH GRADE a w IL z GEAR DRIVEN a HI POP SHRUB HEAD SHRUB ROTOR J PVC RISER N FINISH GRADE PVC STREET ELL HEAVY DUTY GALV. STEEL PUNCH LOCK LATERAL LINE WITH Of FASTENER (2 REQ'D) PVC TEE OR ELL O cl- t/) DOUBLE SWING JOINT Z Q 2 EA. PVC STEET ELL LATERAL LINE WITH PVC NOTE: O TEE OR ELL INSTALL HI -POP IRR. HEAD 1 112''ABOVE F.G. F_ PVC STREET ELL F.G. 1 1/2" BELOW HARDSCAPE w SCH.80 NIPPLE co INSTALL CHECK VALVES FOR LOW HEAD DRAT AGE 0 o Q Q_ 1 'lX1 "X30" GALV. �+ p,' , c e ANGLE IRON ,NO CHANGESN�THSSHEET o •• CHANGES AS NOTED ON THIS SHIMT HCl TH13 SHE DELETED n n ey: AW o CZ Q �• W LL ILL Appro al: o c O a a w LL J Q � U LANDSCAPE DETAILS � �� � C) (CITY OF FONTANA) w LD -7 o a SHRUB ROTOR ON SLOPE -STD DETAIL 5029 4 N HI POP SHRUB HEAD -STD DETAIL 5024 2Ln a 0 0 BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>p0044870 �DGN CU 08224 EA 467701 IS IN INCHES I i I i I i I FILE => q:\646713_i-10-cypress\snt\landscape\46770tn007.dgn x X V X 0 > w m v) LL] w 1r a 0 NOTE: SEE SHEET E-2 FOR CONSTRUCTION NOTES, GENERAL NOTES, EQUIPMENT SCHEDULE, AND CONDUCTOR AND CONDUIT SCHEDULE. 2'C, 2 DLC, 06P a--------- C> 06� - —0-02 A16L 4I6U 1#8 GROUND OLB r- SERVICE POINTz PP# 4445142E � 7 I , TYPE III -BF FOR STREET LIGHTING SEE SHEET E-5 ❑4 TYPE III -BF FOR IRRIGATION SEE SHEET E-5 2"C, 2#8 LIGHTING, n 1#8 GROUND 2'C, 2#6 SIGNAL, i`• 1 #6 GROUND !`1 1 1/2"C, 2#6 IRR, 7 �.`�.1#8 GROUND, SEE SHEET E-5 8 6 0 1 O ` BB 2 "C, 4 DLC, 1#8 GROUND 08+01B �� �'' 1/2"C, 2#8 LTG,2#8 SIGN, ,. 06+0LA#8 GROUND, SEE SHEET E-5 05 Q/ DETAIL ''A" (NO SCALE) 2'1C, 1 DLC, 1#8 GROUND 05 01 06•4 OLB 01 OR 05 06P a--------- C> 06� - —0-02 OLA '0 7 OLA 07 04 OR 08 Q 0 04P 04 08 08P OLB 02P a--------- 03 03 Q 02 PHASE DIAGAM THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 3/1/2007 CV J RELATIVE BORDER SCALE IS IN INCHES & 1 18 'J6 U 8 'J6 L 0 1 2 Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 15073 1'ERED CIVIL ENGINEER SHEET TOTAL No. SHEETS 92 135 5/30/08 QR�FESS10h DATE o 104'4 <' MIDIDADDI '--008Z w No. 51036 m aL DATE 9/30/09 �y -ORNIA OR ITS OFFICERS Exp. 7[ BE RESPONSIBLE FOR sT CIVIL `P 7MPL ETENESS OF EL ECTRONlC qrF OF CAL lFo�� N SHEET. SUE NIA 92335 INTUEOR 7700 IRVINE CENTER DRIVE, SUITE 270 IRVINE, CA 92618 AS -BUILT CHANGES ON THIS SHEET kNGES AS NOTED ON THIS SHEET ;SHEET DELETED 1ENSIONS ARE IN FEET S OTHERWISE SHOWN SIGNAL AND LIGHTING (LOCATION 1 - CYPRESS AVE/SLOVER AVE) SCALE: 1"=20' 3 USERNAME =>p0044870 CU 08224 I DGN FILE => G:\646713_I-10-Cypress\SHT\ELECTRICAL\46770ua001.dgn EA 467701 E-1 c o `_ O ti c � c Lc Lc o .. wLL F--� o� CL a wLL F_ Q O i— Q 0 i O C p :O Ir x N r w CD cn o > w w > w w F- � a 0 CONSTRUCTION NOTES: (FOR SHEET E-1) ❑1 INSTALL (CITY FURNISHED) MODEL 90 CONTROLLER ASSEMBLY IN A TYPE R CABINET. CONSTRUCT FOUNDATION PER CITY OF FONTANA STAND*RD PLAN 4001. �2 FURNISH AND INSTALL 120/240V TYPE III 1F ELECTRICAL\ S RVICE ENCLOSURE. WITH THE FOLLOWING CIRCUIT BREAKERS: SINGLE PHASE TC -1 METER AMPERES VOLTS POLES LOAD DESCRIPTION ME P C TYPE SPECIAL REQUIREMENTS 100 240 2 MAIN BREAKER YES - POLE 50 120 1 TRAFFIC SIGNAL YES - 55' 30 240 2 LIGHTING NO - I Lu w 15 120 1 LIGHTING CONTROL NO V 25 W x •' SCHEDULE STANDARD F3 FURNISH AND INSTALL MAST ARM MOUNTED SIGN SIGN PANEL PER CALTRANS I CONDUIT mammumma STANDARD PLAN ES -7N, DETAIL U. Type SMA LMA ® INSTALL 3"C CONDUCTORS FURNISHED AND INSTALLED BY SERVING UTILITY. MAST POLE SIGNAL tt 1A �5 INS TALdCONTRACTQR FURNISHED EMERGENCY VEHICLE DETECTOR. ARROW 8 © INST L P6 PB A D 1/2"C FOR FUTURE USE. 55' 15' SIZE (IN) [7 SEE CI Y OF NA STANDARD PLAN 4005 FOR ADDITIONAL INFORMATION. SV -1-T SP -1-T 6 I Lu w } m SEE DETAIL "A" ® aU o 15' 25 W J Z U� w Y SP -1-T 8 J In U w ®A=4-4O�J Q w= U o U x`15' x _, R z 0 a 0 CL_ Ln z a Z CD LL J Q V Li tsO uJ N 1*41 CONDUIT• •' SCHEDULE STANDARD AWG SIZE CABLECONDUIT I CONDUIT mammumma PEDESTRIAN Type SMA LMA LUMINAIRE \ HPSV MAST POLE SIGNAL PPB ARROW 29A-5-100 55' 15' SIZE (IN) ®®®®®®mm SV -1-T SP -1-T 6 p s Ave SEE DETAIL "A" ® TYPE 15TS - 15' 25 W - SV -2-T SP -1-T 8 ®A=4-4O�J 45' x`15' 25 W MAS,MAS SV -1-T SP -1-T 8 Slover Ave SEE DETAIL "B" TYPE 15TS - 15' 2,5/0 W - SV -2-T SP -1-T 2 IMF! Worn WO To" 29A-5-100 55' 15' 250W MAS,MAS SV -1-T SP -1-T 1 2 Cypress Ave SEE DETAIL "C" TYPE 15TS - ®15' 250W - SV -2-T SP -1-T 4 - Iq © 29A-5-100 50' 15' 50W MAS,MAS SV -1-T SP -1-T 4 Slover Ave SEE DETAIL "D" TYPE 15TS - 0 , EfflKemmmmmmmmm - SV -2-T SP -1-T 6 —► - 19 Ml IFAW* • : ' • 000000©© 0 ••' DETECTORS EMERGENCY•' TOTALOF • • ' POLE AND EQUIPMENT SCHEDULE r-1-1LL V J•iICLE I DICATIONS SHALL BE 12t� ND LED) 7 No STANDARD SIGNAL MOUNTING & PLACEMENT 0"%LC INGLE FACE REFLECTORIZED SIGN 7 REMARKS VEHICLE PEDESTRIAN Type SMA LMA LUMINAIRE \ HPSV MAST POLE SIGNAL PPB ARROW 29A-5-100 55' 15' 2 OW MAS,MAS SV -1-T SP -1-T 6 p s Ave SEE DETAIL "A" ® TYPE 15TS - 15' 25 W - SV -2-T SP -1-T 8 ®A=4-4O�J 45' x`15' 25 W MAS,MAS SV -1-T SP -1-T 8 Slover Ave SEE DETAIL "B" TYPE 15TS - 15' 2,5/0 W - SV -2-T SP -1-T 2 - 29A-5-100 55' 15' 250W MAS,MAS SV -1-T SP -1-T 1 2 Cypress Ave SEE DETAIL "C" TYPE 15TS - ®15' 250W - SV -2-T SP -1-T 4 - Iq © 29A-5-100 50' 15' 50W MAS,MAS SV -1-T SP -1-T 4 Slover Ave SEE DETAIL "D" TYPE 15TS - 15' 250W - SV -2-T SP -1-T 6 —► - 19 BORDER LAST REVISED 3/1/2007 ® Cypress Ave 10400 DETAIL "A" SCALET ® S I over Ave 16500 DETAIL "B" 0 SCALET Q EVP PROVIDED BY CONTRACTOR NOT CITY THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I list COUNTY ROUTE POST MILES ISHEETI TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 15.73 93 135 4 V ` c- 5/30/08 �pFESS10 REGISTERED CIVIL ENGINEER DATE e Nq June 17, 2008 PLANS APPROVAL DATE MIDIDADDI Z ucrl No. 51036 A Exp 9/30/09 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT C I V I L P THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4� OF CALIFS l COPIES OF THIS PLAN SHEET. CITY OF FONTANA lIVTUEOR 8353 SIERRA AVENUE 7700 IRVINE CENTER DRIVE, FONTANA, CALIFORNIA 92335 SUITE 270 IRVINE, CA 92618 ® Cypress Ave 10500 DETAIL "C" SCALE) ® S I over Ave 16400 DETAIL "D" 0 SCALET USERNAME=>p0030989 DGN FILE => H:\646713-I-10-Cypress\SHEET\ELECTRICAL\46770ua002- C.C.O. No. 1'.9 Sheet—;3—of Contract AS -BUILT NO CHANGES ON THIS SHEET CHA %SIAS NOTED ON THIS SHEET ❑ TW5 4ft'T DELETED R.E. SIGNAL AND LIGHTING (LOCATION 1) NO SCALE %08224 EA 467701 E-2 m oa O M N V N N I� M n � II II 0 0 w w F- F- F- F- 00 J J a d w w a o � O O I ;o Lo ' O x r w CD to C) > w w Ln > w w w Q O x om r USERNAME => p0030989 w m d 0 a� o �z w D U Y U .-. U J to W Q W= C) U 0 U x 0 0 w w > F- F- w W J a- a N w a z F 0 U Mi C 0 w N BORDER LAST REVISED 3/1/2007 TWC SERVICE J 'I C�POINT STA 49+00 ED i CONSTRUCTION NOTES: (THIS SHEET ONLY) BY OTHER - CITY F FONTANA APPROVED MARBELITE STREET LIGHT POLE OR APPROVED EQUIVALENT WITH LUMINAIRE MAST ARM = 8'AND 50W HI PRESSURE SODIUM VAPOR LAMP. SEE CITY F FONTA A STAND D PLAN NO. 404 (CASE 2, BEHIND SIDEWALK) FOR ADDITIONAL INF RMATIO . 02 INSTALL 3"C W/ROPE, CONDUCTORS FURNISHED AND INSTALLED BY SERVING UTILITY. Al F3 *x -ADDED LIGHTING #401-#404 ON ALLEY WAY*x- INSTALL COBRA HEAD CUT-OFF ON EXISTING WOOD POLE (22000 LUMEN HPSV; 200 WATT; #20) ® INSTALL 12"C W/ROPE, CONDUCTORS FURNISHED AND INSTALLED BY SERVING UTILITY I� i 101 I lei L I� 3"C W/ROPE ❑2 #101 1 51 CYPRESS 52 53 AVE 2! IC xg I 1 #8(G) ❑2 3"C W/ROPE I I 54 1 55 56 X�0 - ® 1-1 "C W/ROPE #1 02D_______ t"i.2 SEE IRRIGATION P #4631377 PLANS FOR (SCE) ADDITIONAL INFORMATION SERVICE POINT EX: PP##4631375F THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I J #401 6-15-2009 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SB fd. 10 15.73 96 135 5/30/08 �oFEss,a REGISTERED CIVIL ENGINEER DATE oe T�< V. MIDIDADDI June 17, 2008z PLANS APPROVAL DATE No. 51036 z Exp 9/30/09 THE STATE OF CALIFORNIA OR 17'_5 OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBLE FOR sT CIVIL \P THE ACCURACY OP COMPLETENESS OF ELECTRONIC qTP OF CALW COPIES OF THIS PLAN SHEET. CITY OF FONTANA fYTIJCOR 8353 SIERRA AVENUE 7700 IRVINE CENTER DRIVE, VTANA, CALIFORNIA 92335 SUITE 270 IRVINE, CA 92618 CV' 12"C W/f -n #103 57 2'1C,2#6(IRR) , 1#8(G) #402 v cot '-E-,W/ROP 0 J I k 0 77-1 0 ---- --- -- �o w Q 59 t~n w 2"C,2#6(IRR) , z N I 1#8(G) Jw = w u U) #1 04 � ❑ a 3 #404 (SCE) .. _ El r C.C.O. N Sheet_ Contract LAS-BUILT �L NO C ANGES ON THIS SHEET 4�HAf3 A3 NOTED ON THtS SHEET T DELETED D�/ li I�� R.E. Approval: LIGHTING AND SIGN ILLUMINATION o ELECTRIC SERVICE (IRRIGATION) 1� o SCALE: 1 II=50' E-5 ho,(� USERNAME => p0030989 �a EA 467701 d 0 0 C N- L M N C) n II � II 0 0 w w F- F- 00 J J a- a w w a � F LIGHTING AND SIGN ILLUMINATION o ELECTRIC SERVICE (IRRIGATION) 1� o SCALE: 1 II=50' E-5 ho,(� USERNAME => p0030989 CU 08224 EA 467701 DGN FILE _> 46770ua005_RFB,d9n X 0 CONSTRUCTION NOTES: (THIS SHEET ONLY) ❑7 FURNISH AND INSTALL 120/240V TYPE III -BF SINGLE PHASE ELECTRIC SERVICE ENCLOSURE (CITY) PER CALTRANS STANDARD PLAN ES -2E. SINGLE PHASE LS -3 MFTFR AMPERES VOLTS POLES LOAD DESCRIPTION METER PEC TYPE SPECIAL REQUIREMENTS 100 240 2 MAIN BREAKER YES - w 30 240 2 SIGN LIGHTING YES - o 15 120 1 SIGN LIGHTING CONTROL YES - U C) ® FURNISH AND INSTALL 120/240V TYPE III -BF SINGLE PHASE ELECTRIC SERVICE ENCLOSURE(CITY) PER CALTRANS STANDARD PLAN ES -2E. SINGLE PHASE GS -1 METER AMPERES VOLTS POLES LOAD DESCRIPTION METER PEC TYPE SPECIAL REQUIREMENTS 100 240 2 MAIN BREAKER YES - w 20 120 1 IRRIGATION YES - o 30 240 2 BRIDGE BARRIER YES - U C) om } w m QL 0 0 Jz w O U o wun w Q W S w U C) U �Q x w w� 0~ UON w � Z Ir ww w w= V) U a Q z 0 z Q PP #463138 � L(SCE) 0 SIGN H it i, 2 -ISL I SEE S'E�, _ -"BR I D GT ;E - ❑9 12''C (END OF 9A I U �#1O� 61 x` 2"C,2#6(IRR)9; 1#8(G) I 9A 0 #405 #406 j5 PP #4631382E CE) X F_ Q CD Q ❑3 EXISTING CALTRANS FIBER OPTICS. PROTECT IN PLACE w 0 z w a w 0 z 0 w X r U w — Q E30RDER LAST REVISED 3/1/2007 .J E-8 FOR ECTRICAL" 00 N- 00 a� C 63 x� S 1 # 07 - ----- 49A - &:, BRIDGE iLIGHT I RRXGATIO' 5 1 0 N C\ T X7 ---- —— — - it 3"C, 2 8(;CT��; SIGN) EXISTING ABANDONED COUNT STATIbN #2051 1 v N F EXISTING POWER POLES TO REMAIN IN PLACE 3"C, 2#8(LTG), 11 112 13 14 X x _' -- A1& -o - -- - - - - 3"C, 2#8(CT SIGN)--/ OSI" END OF Rl7 #204 2 9 1 (END CE STREET LI.GH 3"C, 2#8(CT SIGN) 7 3'C, BRIDGE LIGHT & IRRIGATION r X 69 70 1 2"CE9 ONSTRUCTION NOTES: (THIS SHEET ONLY) 11 21 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 15.73 97 135 5/30/08 QROFESS REGISTERED CIVIL ENGINEER DATE V. V v. F MIDIDADDI " June 17, 2008 Z 51036 PLANS APPROVAL DATE No. Exp.9/30/09 THE STATE OF C/ILEf'ORNL4 OP TTS OFF/GFRs OR AGENTS SHAL L NOT 9E 11?E`SPOIVS19Z E FOR ST CIVIL THF ACCURACY OP COMPLETENESS OF ELECTRONIC °TF of CALtFpP\`P COPIES OF THIS PLAN SHEET. CITY OF FONTANA IW UEoa 8353 SIERRA AVENUE 7700 IRVINE CENTER DRIVE, FONTANA, CALIFORNIA 92335 SUITE 270 RVINE, CA 92618 TOYON AVE 7 Exist 6' BLOCKWALL ==JI 7 1 ASCE 72 1I SERVICE 1 POINT -n 16 _ CALTRANS METER - 00 SIGN OH -1 ES -1_ S- ES -1. FOR OVERHEAD 2 -ISL SC1A ❑1 FURNISH AND INSTALL CALTRANS TYPE 15 BARRIER MOUNTED SIGNS ON B IDGFF LUMINAIRE WITH MAST ARM = 12' AND 20OW HIGH PRESSURE X011 eqf I SODIUM VAPOR LAMP. SEE CALTRANS STANDARD PLAN ES -6A ® CITY OF FONTANA �, FOR ADDITIONAL INFORMATION. METER FOR BRIDGE LIGHTS AND 2 BY OTHERS - CITY OF FONTANA APPROVED MARBELITE IRRIGATION CONTROL X0112 �VS N STREET LIGHT POLE OR APPROVED EQUIVALENT WITH LUMINAIRE 00 MAST ARM = 8' AND 15OW HIGH PRESSURE SODIUM VAPOR LAMP. SEE CITY OF FONTANA STANDARD PLAN NO. 404 (CASE 2, BEHIND SIDEWALK) FOR ADDITIONAL INFORMATION. Lu N ❑3 FIBER OPTIC DOWN TIME SHALL BE LIMITED TO NIGHT TIME AND Of z p SHALL NOT EXCEED 8 HOURS. z a z v O00 ® **ADDED LIGHTING #301-#305 ON D -Ave** CD BY OTHERS - CITY OF FONTANA APPROVED MARBELITE z STREET LIGHT POLE OR APPROVED EQUIVALENT WITH LUMINAIRE MAST ARM = 8' AND 20OW HIGH PRESSURE SODIUM VAPOR LAMP. Ld Ld N Q SEE CITY OF FONTANA STANDARD PLAN NO. 404 (CASE 2, BEHIND SIDEWALK) O j FOR ADDITIONAL INFORMATION. (5-15-2009) � g Q El *X -ADDED LIGHTING #405-#406 ON ALLEY WAY** INSTALL COBRA HEAD CUT-OFF ON EXISTING WOOD POLE (22000 LUMEN HPSV; 200 WATT; #20)(6-15-2009) 00 © INSTALL 3'' C, W/ROPE, CONDUCTORS FURNISHED CID AND INSTALLED BY SERVICING COMPANY. I I I Ql INSTAI 1 1 1 ( W/RnPF_ C'nNni I('Tnp,C FI IRNITCNFf1 AND HO i I #305 912, G 6 3"C o r) Jul 0 --- ----- + r— � I w 2 #202 a 7 3 c~n 74 w w= zV) -------- -- - ~ -- - - _ w w =w I - a SEE IRRIGATION PLANS FOR ADDITIONAL INFORMATION AS -BUILT NO CHANGES ON THIS SHEET }�I CHANGESASNOTED ON THIS SHEET G THJS $MEI 1DELETED R.E. C.C.O. No. Sheet of �— Contract *AdZ-DEDJ C.C.O. No. Sheetof 7 Contract # ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN 6l < n N� ,o NC II �� OC W 4 OC J a E W Ly <� a oF-- o V I u AND INSTAELED BY SERVICING COMPANY. LIGHTING AND SIGN ILLUMINATION o ELECTRIC SERVICE (IRRIGATION) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1 "=50' E-6 a o RELATIVE E30RDLR SCALE 0 � 2 3 USERNAME=>p0030989 IS IN INCHES I i I i I I I DGN FILE _> 467 IOua006_RFBedgn GU Q8224 EA 4677Q1 X R x x x Zq X x x N om } w m � ao J Z W CD Y U '-' U J (n W aw = O 0 U O N > w w D V) 0 Z w F— Q W 0 :--_1 O O O LL QQ w J Q (n p J w w Z CD J w = w U N H- a Distl COUNTY I ROUTE f w �N POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS REGISTERED CIVIL ENGINEER June 17, 2008 PLANS APPROVAL DATE 15°73 1001 135 DATE/08 QRoFEsS101 V. MIDIDADDI z W No 51036 Exp.9/30/09 THE STATE OF CALlFORNlA OR !TS OFFICERS 1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF EL ECTRONIC COPIES OF 1-1115 PLAN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 ix Sp L , IL `P OF CAL 10f 1111TIJEOW 7700 IRVINE CENTER DRIVE, SUITE 270 IRVINE, CA 92618 CONSTRUCTION NOTES. (THIS SHEET ONLY) ❑1 5-111/2"C,MT. FOR FUTURE FIBER OPTIC, 1-1/2"C PAINTED ORANGE WITH 6PR#19 SIC AND PULL ROPE. CONDUITS SHALL BE CONSTRUCTED OF HIGH DENSITY POLYETHELYENE(HDPE) PE CITY OF FONTANA STANDARDS. MODEL 90 CONTROLLER ASSEMBLY, PAID FOR AS PART OF "SIGNAL AND LIGHTING (LOCATION 1) 5 SEE SHEET E-1 1 FOR ADDITIONAL INFORMATION. F3 INSTALL TYPE P48 SPLICE VAULT AT 600/ MAXIMUM SPACING. SEE SHEET E-11 FOR ADDITIONAL INFORMATION. BORDER LAST REVISED 3/1/2007 FOR ADDITIONAL INFORMATION THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I I I ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN INTERCONNECTION CONDUIT AND CONDUCTOR E_9 SCALE 1 =50 USERNAME => p0044870 CU 08224 DGN FILE => g:\646713_i-10-cypress\sht\electrical\46770uc009.dgn EA 467701 Go g 0 0- 0 0 N Q \ C r( \ it N" I II O C W (y 0C J a a W (y F- g a p F- x x x x r m 0 w U) > w o' 0 w Ln > w cc w a 0 o m �- w m w ao J zw D U Y U -- U J In w aw = U 0 U 0 Ln D' w n z 0 U z LL z a J V) z 0 U 0 z W a CL W n Z O LL J a U THE FRAME AND LID OF THE SPLICE VAULT SHALL COMPLY WITH THE LOAD RATING APPLICABLE TO THE VAULT LOCATION AS DESCRIBED IN THE SPECIAL PROVISIONS 48%2" MIN INTERNAL CLEARANCE i� SPLICE V, "TRAFFIC" 1" TO 3" HIGH BRANCH CONDUIT P48 SPLICE VAULT DETAIL NO SCALE CONCRETE RING ND VAULT DETAIL "A" INSTALLATION IN CONCRETE SIDEWALK NO SCALE BORDER LAST REVISED 3/1/2007 6" 6" vdULT COVER 1A0"T W 6 HDPE CONDUIT! SHOWN ON PLANS 1 -6PR#19 SIC AND PULL ROPE MINIMUM 25'OF 1-6PR#1' AND PULL ROPE SLACK U NOTED OTHERWISE SPLICE CANISTER SHALL BE (AS REQUIRED) (AS REQUIRED) P48 SPLICE VAULT CABLE TERMINATION SEE DETAIL #6 COPPER WIRE ATTACF GROUNDING PROVISION 0 CLOSURE WITH A TERMINAL LUG 10" DETAIL "A" INSTALLATION IN COMPACTED EARTH NO SCALE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I NO SCALE 3/4" x 8" (IN EARTH) GROUNDING ELECTRODE Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT I No. SHEET. 08 SBd. , 10 15.73 102 135 r 4 5/30/08 aoFESSI REGISTERED CIVIL ENGINEER DATE oe Na/ �� V. JUN 1 7 1008 N M I D I DADD I Z PLANS APPROVAL DATE No. 51036 Exp.9/30/09 THE STATE OF CALIFORNIA OR ITS OFF/CERS C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FDR Sr THE ACCURACY OR COMPLETENESS OF ELECTRONIC QTFOF CALIF���`P COPIES OF THIS PL AN SHEET. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 6 HDPE CONDUITS AS SHOWN ON PLANS 'R#19 SIC PULL ROPE 1 25' OF 1 -6PR#19 SIC CABLE LL ROPE SLACK UNLESS DTHERWISE ROLLER CABINET INSTALLATION NOTES: (THIS SHEET ONLY) 1. CONCRETE SHALL BE MINOR CONCRETE. 1nrrLjFow 7700 IRVINE CENTER DRIVE, SUITE 270 IRVINE, CA 92618 2. CONCRETE ENCASEMENT RING DIMENSION "D" SHALL BE EQUAL TO PAVEMENT DEPTH. 3. PAVEMENT AND SUBGRADE TO BE AS DIRECTED BY THE ENGINEER. NOTES: (THIS SHEET ONLY) 1. UPON ACCEPTANCE OF THE WORK, ALL CONDUCTORS SHALL BE SEALED WITH COMPATIBLE SEALANT MATERIAL. 2. ALL GROUND CONNECTIONS SHALL BE COATED WITH OXIDATION PROHIBITING COMPOUND. 3. THE VAULT SHALL BE CAULKED AFTER ALL KNOWN ENTRANCES HAVE BEEN MADE. 4. VAULT SHALL HAVE INTEGRAL BASE OR SHALL BE GROUTED PER CITY STANDARDS. 5. VAULT SHALL NOT BE WITHIN THE BOUNDARIES OF NEW OR EXISTING WHEELCHAIR RAMPS. 6. WHEN VAULT IS INSTALLED IN SIDEWALK AREA, THE DEPTH OF THE VAULT SHALL BE ADJUSTED SO THAT THE TOP OF THE VAULT IS FLUSH WITH THE SIDEWALK. 7. ALL COVERS AND VAULTS SHALL BE INTERCHANGEABLE WITH CALIFORNIA STANDARD MALE AND FEMALE GAGES. WHEN INTERCHANGED WITH A STANDARD MALE OR FEMALE GAGE, THE TOP SURFACES SHALL BE FLUSH WITHIN I/8" TOP OUTSIDE EDGE OF ALL CONCRETE COVERS AND PULL BOXES SHALL HAVE A 1/4" MINIMUM RADIUS. 8. ALL COVERS SHALL INCLUDE KEYED HOLD DOWN BOLTS TO SECURE COVER. ��[[ AS -BUILT &NO CHANGES ON THIS SHEET 0 CHANGES AS NOTED ON THIS SHEET 0 THI EET D LET y:: Date: Date: R.E. Approval' al. VAULT P48 DETAIL USERNAME=>p0020629 DGN FILE _> g:\646713_i-10-cypress\sht\electrical\46770ua011. CU 08224 SCALE: NONE E-11 EA 467701 IoSs9 G(OC�SS role%l,>Y 7T*_ 3Z+?o "t — I "`" 5-Z. ib'Lv X r•ss O f Q PROP_ FS 0 frlBl - 1 'M. k r CIL OF PIPF } I I PROP FS I CIL OF PIPE I ' ' 9 lei 18"SD At' OThElE 19" 18' SO X-ING 27' SW Z PROP C® 18' SD=10KBBY OTHERS TOP 27' SAW=l it.! - 4.5i0 W/OF CIL _ -STA Afl+1J�-EAC PAIPE EXIST EP EXIST R/W �ii EXIST 2T SWR +° o 18t 1��M. SEE D#G 1'2042 r EXIST EP _ — IOP c/L - – - _ - -- _. 32-f 33 34 35 ----------- 1 - - - - - -fl 3=7 - - w -- _-- — - - - - PROP w N EXIST 42" SO LST ® ENT R/W '� EXIST EPj 42' SD CIL MH7 - EXIST JO-WTR - - - - - T 4" 7E(E BY OTI#RS SFA 29+85.60 CIL L!N£ ---- sm 10+00.00 CIL L.4,'ERAL :4-1TFT _ -- - f ``,� x4_..: ... ST 5* V+08.75 - E10F CIL J SRWAL i (7 it w = APN255-03-123 S 6 R m Mal RE--& REMMM AW A&MWar TO BE W AS cNawat ME APN255-02-106 1 I EXIST 27" SWR 1 SEE W 112042 INSTALL `272.35 LF OF 42" AIS 35 , Z �� j f - _ 1 EA 1 EA Z 1 . I �� LO dPN255--03-127 EAST I 1 l k I ~ �W� I f 'F. an - - -EXIST f f ® I --' 99/61 -OF PIPE I I i SEE 9W 1"42 o 9 lei 18"SD At' OThElE 19" 18' SO X-ING 27' SW Z PROP C® 18' SD=10KBBY OTHERS TOP 27' SAW=l it.! - 4.5i0 W/OF CIL _ -STA Afl+1J�-EAC PAIPE EXIST EP EXIST R/W �ii EXIST 2T SWR +° o 18t 1��M. SEE D#G 1'2042 r EXIST EP _ — IOP c/L - – - _ - -- _. 32-f 33 34 35 ----------- 1 - - - - - -fl 3=7 - - w -- _-- — - - - - PROP w N EXIST 42" SO LST ® ENT R/W '� EXIST EPj 42' SD CIL MH7 - EXIST JO-WTR - - - - - T 4" 7E(E BY OTI#RS SFA 29+85.60 CIL L!N£ ---- sm 10+00.00 CIL L.4,'ERAL :4-1TFT _ -- - f ``,� x4_..: ... ST 5* V+08.75 - E10F CIL J SRWAL i (7 it w = APN255-03-123 S 6 R m Mal RE--& REMMM AW A&MWar TO BE W AS cNawat ME APN255-02-106 1 I EXIST 27" SWR 1 SEE W 112042 INSTALL `272.35 LF OF 42" AIS 35 1 s:r,; ., min, ���' ������ a_ sa�Ia 1 I v 16W— low n APN 255=02-1'07 u� L k BENCHMARK THE ELEM AGNS SHOMV HEREON ARAE MSED ON 7HE CENTERLIAIE- NAIL AT THE INTERSECTION OF SLOVER AWAVE AND CYPRESS AWNUE. THE ELEVATION IS 1081.54. 0 i w 4PN W DIAL TYq MgRICING BEFORE DAYS BEFORE YOU DIG YOU TALL FREE 800-227-2600 REV. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 81 FAVP R1*W , Z �� j f 4i ��OU 1 EA 1 EA Z 1 . I �� LO dPN255--03-127 2 EA I 1 l k I f ~ �W� I f a an - - -EXIST f f ® I --' 99/61 -OF PIPE I I I I o J A I � I 1 s:r,; ., min, ���' ������ a_ sa�Ia 1 I v 16W— low n APN 255=02-1'07 u� L k BENCHMARK THE ELEM AGNS SHOMV HEREON ARAE MSED ON 7HE CENTERLIAIE- NAIL AT THE INTERSECTION OF SLOVER AWAVE AND CYPRESS AWNUE. THE ELEVATION IS 1081.54. 0 i w 4PN W DIAL TYq MgRICING BEFORE DAYS BEFORE YOU DIG YOU TALL FREE 800-227-2600 REV. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 81 FAVP R1*W , Z �� 35 LF S 4i ��OU 1 EA 1 EA Z 1 . I �� LO dPN255--03-127 2 EA I 1 l 1 LS 1 EA h �W� CYPRESS SD - LINE A' / OO ,� 8kt V- JN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPION DATE ENGR. CITY DATE STANDARDS IN EFFECT. PROP 18' SD II BY OTHERS u n 'N I �W I 10 INSTALL 2800 18' RCP (D - fl CWMUCD NNOTES Ql CONSTRUCT 18" RCP (D-2000) 2Q CONSTRUCT 42" RCP (D-2000) Q3 CONSTRUCT AAANHOLE PER CITY OF FONTANA STD PUN N0. 3011 ® CONSTRUCT A44NHOLE PER CITY OF FON.TAA14 STD PUN NO. 3012 Q5 REMOVE EXIST BULKHEAD © JOIN EXIST SD Q7 CONSTRUCT CONCRETE BULKHEID (CUSS 4/2' THICK) ® REMOVE AND REPLACE AC PAY/A4G AS NEEDED TO ANTCH EXIST 9Q CONSTRUCT 18' CONCRETE COLLAR PER CITY OF FONTAAN S7D PUN N0. 3022 PROFILESCALE.' HORIZ: 1'=40' VERT. 11=4' QUANTITIES , 35 LF S 550 LFA;;. ��OU 1 EA 1 EA 1 EA LO k 2 EA 1 LS 1 EA 10 INSTALL 2800 18' RCP (D - fl CWMUCD NNOTES Ql CONSTRUCT 18" RCP (D-2000) 2Q CONSTRUCT 42" RCP (D-2000) Q3 CONSTRUCT AAANHOLE PER CITY OF FONTANA STD PUN N0. 3011 ® CONSTRUCT A44NHOLE PER CITY OF FON.TAA14 STD PUN NO. 3012 Q5 REMOVE EXIST BULKHEAD © JOIN EXIST SD Q7 CONSTRUCT CONCRETE BULKHEID (CUSS 4/2' THICK) ® REMOVE AND REPLACE AC PAY/A4G AS NEEDED TO ANTCH EXIST 9Q CONSTRUCT 18' CONCRETE COLLAR PER CITY OF FONTAAN S7D PUN N0. 3022 PROFILESCALE.' HORIZ: 1'=40' VERT. 11=4' QUANTITIES , 35 LF S 550 LFA;;. 1 EA 1 EA 1 EA 1 LA 2 EA 1 LS 1 EA NOTES. - 1. SEE CALTRANS CYPRESS OVERPASS IMPROVEMENT AT INTERSTATE 10 FREE *4Y PUN FOR PER77MENT PROJECT INFORAAATION 2 CONSTRUCT STORM DRAIN IMPROVEMENTS PER CITY GENERAL NOTES AND CITY STAADARD DRAWANGS. AS-SUILT ❑ NO CHANGES ON THIS SHSET ❑ CHANGE AS NITED ON THIS SHEET ❑ THIS SHIM DEILETED R.E. C.C.O. No. Sheet Z of— Contract #!W 101-P6 40' 0 40. 80' 120. SCALE IN FEET fsslPrepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN DRAWN BY:rf n SCALE: KNT/SN CYPRESS SD — LINE ,k No. 4096 rrl Exp. 3/31/11 DESIGNED BY: PLAN dt PROFILE DATE: �► KNT/SN STA 29+83.26 - 35+44.85 5/14/09 `r9 DIT -\P �%� Date : `�/�1f CHECKED BY: APPROVED Y: DRAWING NO.: or cmUF U. Mcxwoc R.C.E. 40964 SN F.a � , i6' R.C.L.DATE: i ll')z �4 4799 Sl\DESIGN SECTION\CIP IMPROVEMENTS\Cypress\CYPRESS SD SHEET l.dwg Jul 29, 09 - 2141pn 10 4.930% Sta 58+90.00 BVC E I ev 1118.35 ASmBUILT 920.00' VC ❑ NO CHANGES ON THIS SHEET R / C = -1 .014 3%/Sta CHANGES AS NOTED ON THIS SHEET THIS SHEET DELETED PROFILE GRADE By: MA2,� I�I.AcZcnr� Date: i 1, No S c a I e -•R-E. Approval: BB 456'- 8" Measured along (L Cypress Ave 110 1 1" 107'- 1 1" 1 1 1'- 4" oil -126/- 6" Span 1 \^ti��� Span 2 Span 3 Span 4 Sta 68+10.00 EVC E I ev 1120.78 E See Note 2--. 6 2 - 5" 9 Condu its f or Future Use F G 9 Sunesys 1- 4" 0 Condu its for FG Future Use I Cypress Ave = Bridge L 23,_ o�� NS A rax OG 10 F, C, LD 1E 6,-%. = 19 ,_ 6" -� • 8 1& 2 pp 1& 2 �a� >LLA Min Ver Cir & 5 N S F G MIn Vert J Approx OG 4 FS FS Cir 1�a� 1 '- o" Approx OG _ ---7 -- --- ull� a - -- _^ ZC.t"'SIr �_ I,' �_ '--�71-L3II�`-aI -- _ __ f Driven Steel u Exist 27" Dia ��lILI Min Vert CIr -- HP Pile Ty —_—__ — VCP Se-w-er--P--i -e- ----- -- �--- -- --F- (E) — -- -E — —F ---_ - -- -- -- -------.;A_b_—u_t ___ -- --- -- -- 6 Bent 2 Bent 3 Bent 4 Abut 1 Exist 54" Dia Steel Casing Datum E I ev 1050 62+00 63+00 64+00 65+00 66+00 67+00 ELEVATION Concrete Barrier (Type 26 Mod) w'th Ch Link Ra i I i n (T e 7 Mod ) 1 77,- 0" 6'- 6" 24'- 0" 7 5'- 0" 2'- 0" 1 -2% . km 6'- 6" 24'- 0" 1 '- 0" 2,_ oil 5,_ 0.. Profile Grade -2/ ) r Cost -In- lace 1" = 30' i aim g yp Typical ca I Both Sides des 1 Prestre y P 0 d- � � Concret Route I -10 .� .° c •- (� Box Girder UPRR R/WHBridge Mounted Sign Typ �_ o w Wo °ConcreteUPRR R/W 4- 0" Octagonal Column L i a. Barrier 1-1 - 119 o with One Way Flare Typ �. � LO Lil Type 60 See Note 2 I I I I I I I I DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS I I00 o ITE Cypress Ave Sta 64+12,52 - 8 SBd 10 15.73 1 R1 1031 135 829+64.78± CH'D - REVISIONS I I _;-T. -}--I-- ++- — 4.4 02 % z zt7 ' 5/16/08 REGISTERED C I V I ENGINEER DATE QROFESSION� \ I •'% I I I UTILITIES: �� Richard N. 1 San Gabriel Water Co.16" Water C: W _ Campbell C43834 m Line i n 24" Steel Casing PLANS APPROVAL DATE °G No. SCE 6 - � � 5 �0' Conduits (Future Use -;-+ I tL a. �I 1 �; I�� � X11 � The State of Col i fornia or Its officers or agents Exp • 6/30/09 � be for the or �q CIVIL I 9 c� 00 shall not responsible accuracy OF <� AT&T 4 - 4" ff Conduits (Future Use) completeness of electronic copies of this plan sheet. CAI.IFa� City of 4 C1 Fontana 6 _ 1 .5 ��� Fiber ber 8353 SI CITY OF F O N T A N A FONTANAERRA CA 92335E Optic Conduits3602 INLAND EMPIRE BLVD. PARSONS SUITE B-120 5 Future Utility Opening ONTARIO, CA 91 764 See Note 2--. 6 2 - 5" 9 Condu its f or Future Use F G 9 Sunesys 1- 4" 0 Condu its for FG Future Use I Cypress Ave = Bridge L 23,_ o�� NS A rax OG 10 F, C, LD 1E 6,-%. = 19 ,_ 6" -� • 8 1& 2 pp 1& 2 �a� >LLA Min Ver Cir & 5 N S F G MIn Vert J Approx OG 4 FS FS Cir 1�a� 1 '- o" Approx OG _ ---7 -- --- ull� a - -- _^ ZC.t"'SIr �_ I,' �_ '--�71-L3II�`-aI -- _ __ f Driven Steel u Exist 27" Dia ��lILI Min Vert CIr -- HP Pile Ty —_—__ — VCP Se-w-er--P--i -e- ----- -- �--- -- --F- (E) — -- -E — —F ---_ - -- -- -- -------.;A_b_—u_t ___ -- --- -- -- 6 Bent 2 Bent 3 Bent 4 Abut 1 Exist 54" Dia Steel Casing Datum E I ev 1050 62+00 63+00 64+00 65+00 66+00 67+00 ELEVATION Concrete Barrier (Type 26 Mod) w'th Ch Link Ra i I i n (T e 7 Mod ) 1 77,- 0" 6'- 6" 24'- 0" 7 5'- 0" 2'- 0" 1 -2% . km 6'- 6" 24'- 0" 1 '- 0" 2,_ oil 5,_ 0.. Profile Grade -2/ ) r Cost -In- lace 1" = 30' i aim g yp Typical ca I Both Sides des 1 Prestre y P 0 d- � � Concret Route I -10 .� .° c •- (� Box Girder UPRR R/WHBridge Mounted Sign Typ �_ o w Wo °ConcreteUPRR R/W 4- 0" Octagonal Column L i a. Barrier 1-1 - 119 o with One Way Flare Typ �. � LO Lil Type 60 See Note 2 I I I I I I I I I I I Toe of I 1 , I I I I00 o ITE Cypress Ave Sta 64+12,52 - S I ope A 1I I I I I I IC0 A MK DATE Route 10 Sta 829+64.78± CH'D - REVISIONS I I _;-T. -}--I-- ++- 1 z I •'% I I I O C: j + Top of- 2;1 -;-+ I tL a. �I 1 �; I�� � X11 � I 9 c� 00 L v Slope Toe of Slope Sta 66+19.54 POT DO > 2:1 N L Top of Slope 1P qzzr 3 I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I -- I I I I I IAMW I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I OG/FG I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • F---------------I-�J------------- L -L-------------1-1-11-1 j� R/C P i I ,� F oot i n g cn FT-T7--1-1--1-1--FT-------------------I-T_T-I- 1---I-� -T_T_ 77--1-1-1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �_ Driven Stee HP Pile Ty I ( 1 =��--Exist 27" Dia VCP Sewer Pipe in 54" Dia Steel Casing TYPICAL SECTION W c� I 1 = 10' N 62+00 .a + "� + 65+00 CD �' 66+00 67 00(Bent 3 Shown Other Bents SimiIar) � 63 00� � o � �� 64 0 0 � .� o �� � N 0 31 20 W ► N 0 29 `48" W 15( MH I Cypress Ave MH MH MH CONSTRUCTION NOTES 11 CV II71 FL <<u(.11-FEt + I I b to 66+50.35 LEGEND • _ c� B S a 61 93.69 ` � � �,o ��z I � -,1 EB S 1 Paint Cypress Ave Overcross i ng I ev 1128.64 �.\ I Jti ��� 1025`0" Skew x,71 ��� E I ev 1126.51 3 (E) Existing Track o I lO �t,� oo f 1132 �� �L" i� . f L 1130.69 Z�' & ii _ ii 2 P t Br d No 54 1280 %% 1 7 Ln vvrI I I I �� (F) Future Track a i n i ge W •(3)Structure Approach Type N(30S) `� -I-fi- '-- '-'-- -I-�- o 0 2;1 Indicates Minimum Vertical To of 2.1 I 1 I I I I C ® . P � 1 I I I o 0 9 0 � o � Top of C I earance Over UPRR Tracks 4 Concrete Barrier Type 60D Slope 1 1 I I l I '' I +- + I I -00 I 4- .. Slope c o `-�•' �I �, II j II j II,j I Ij-;- I � M o c 0) Toe of Indicates Minimum Vertical O o $0000000ll c 65 Concrete Barrier arrier Type 60E, see " Road co •- Clearance over I_10 7 o -C Slope P I ons 0 o Indicates Minimum VerticalLd lo- Clearance Over Washington Drive Type 15 EIectroIier, see "Road Plans" Toe of Slope UPRR R/W I I I I I 1 1 ► Maintenance Road Sewer 7 MBGR, See "Road Plans" /W 20'± 1 9'± 5 Lanes 4 12 ± ® Deck Drain, Type D-1 (Mod) for UPRR R 12'+ 5 Lanes C� _ ,+ Location see Girder Layout Sht - 1 2 + - 60 + 12"± 60 _ 8 2'-6" Thick Crashwa I I Lv PLAN NOTES: Indicates Direction of Traffic • 9 B d M t d S B d 0 6/12/09 Rev I se SCE & AT&T Ut I I I ty Open I ngs YM RC/DS MK DATE DESCRIPTIONS BY CH'D - REVISIONS " - 1 . For General Notes Index to Plans &Quantities r i ge oun e i fin, see r i ge 1 - 30 ' 9 Denotes Bride Mounted Mounted Sign Details" sheet See "General Notes & Index to Plans" sheet. gLLj E I ectr0 I I er. see Bride 10 oCONTRACT CHANGE ORDER N0. 2. For Part EIev "View A -A Looking East at UPRR Tracks Electrical" sheet in oadReconstruct Channel with 8H X 16W see Part Structure Elevation CA UPRR" sheet. Rect Conc Channel, see Road PIansSHEET OF PIans�for AdditionaI Deta.ls. DESIGN BY CHECKED LRFD LIVE LOADING: HL -93 AND "LOW -BOY" PREPARED FOR THE BRIDGE NO. w S. Mul longi S. HU DESIGN AND PERMIT DESIGN LOAD Mobare 1 CYPRESS AVENUE OVERCROSS I NG/64 DESIGN OVERSIGHT BY CHECKED BY CHECKED H. k 5 4- 2 8 0 L I I y Sun DETAILS P. Johnson S. Hu LAYOUT Y. Matsuo H. Mobarek STATE OF CALIFORNIAPROJECT ENGINEER POST MILES li T I T I ES 9Y CHECKED SPEC I F I CAT I ONS BY PLANS SPECS 15.7 3 GENERAL PLANLLJ SIGN OFF DATE QUAN S. Mu I I ang I N. Marc 1 I I o G. Mates I c M R. Campbell DEPARTMENT OF TRANSPORTATIONQ REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF z DESIGN GENERAL PLAN SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING CC FOR REDUCED PLANS U 1 2 3 EA 467701 EARLIER REVISION DATES 4/ 07 [�8/ 7 1 10/ 07 5/16/08 1 1 33 FILE => $REQUEST Q0 Ln QQ 1q- w w rn N F - z co w � w 0 O Ln - w Q� � U I O U I L o� U�Q0 // GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN Abutment Design: Caltrans Bridge Design Specifications, April 2000 (LFD) (1996 AASHTO with .Interims and Revisions by Caltrans) Superstructure Design: 2004 AASHTO LRFD Bridge Design Specifications, 3rd Edition with the 2006 Interims and the Caltrans Amendments. v0.05 Dead Load: Includes 35 psf for future wearing surface. Live Loading: HL -93 with 'Low -Boy' and Permit Design Vehicle Seismic Design: Caltrans Seismic Design Criteria (SDC), Version 1.4, June 2006 with Modifications Seismic Loading: SDC ARS Curve for Soil Profile D (M = 7.25± 0.25) (Peak Rock Acceleration = 0.5g) with Modification for Near Fault Effects C: 0 v L_ a� v U U Q 1.0 L 0 L_ v 0.4 a Ln r� 0.0- 010 0.5 1.0 1.5 2.0 2.5 3.0 Period (sec) REINFORCED CONCRETE: fy = 60 ksi fc = 3600 psi Unless Otherwise Noted n = 8 3.5 4.0 PRESTRESSED CONCRETE: See "Prestressing Notes" on "Girder Details" Sheet. PLAN SYMBOLS Standard Plan Sheet N0. (D:Detael I N0. -olotj A? Section Identification DESIGN OVtRSI HT L i I y Sun !; Z1 08 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) INDEX TO PLANS STANDARD PLANS DATED MAY, 2006 W/ ERRATA 1-9 SHEET NO. TITLE - - Caltrans SDC ACRONYMS AND ABBREVIATIONS (1 OF 2) 1. GENERAL PLAN A106 ACRONYMS AND ABBREVIATIONS (2 OF 2) Design Curve GENERAL NOTES &INDEX TO PLANS A10C SYMBOLS (SHEET 1 OF 2) 746 CY A10D SYMBOLS (SHEET 2 OF 2) 3, PART STRUCTURE ELEVATION e UPRR A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL- BRIDGE 4. DECK CONTOURS A76A CONCRETE BARRIER TYPE 60 5. FOUNDATION PLAN BO -1 BRIDGE DETAILS 209954 LB BO -3 BRIDGE DETAILS 6. FOUNDATION DETAILS BO -5 BRIDGE DETAILS 7. ABUTMENT 1 LAYOUT BO -13 soft B3-1 RETAINING WALL TYPE 1 H = 4'THROUGH 30' 8. ABUTMENT 5 LAYOUT g3-2 RETAINING WALL TYPE 1 H = 32'THROUGH 36' 9. ABUTMENT PILE LAYOUTS 0.0- 010 0.5 1.0 1.5 2.0 2.5 3.0 Period (sec) REINFORCED CONCRETE: fy = 60 ksi fc = 3600 psi Unless Otherwise Noted n = 8 3.5 4.0 PRESTRESSED CONCRETE: See "Prestressing Notes" on "Girder Details" Sheet. PLAN SYMBOLS Standard Plan Sheet N0. (D:Detael I N0. -olotj A? Section Identification DESIGN OVtRSI HT L i I y Sun !; Z1 08 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) INDEX TO PLANS STANDARD PLANS DATED MAY, 2006 W/ ERRATA 1-9 SHEET NO. TITLE g14A ACRONYMS AND ABBREVIATIONS (1 OF 2) 1. GENERAL PLAN A106 ACRONYMS AND ABBREVIATIONS (2 OF 2) 2. GENERAL NOTES &INDEX TO PLANS A10C SYMBOLS (SHEET 1 OF 2) 746 CY A10D SYMBOLS (SHEET 2 OF 2) 3, PART STRUCTURE ELEVATION e UPRR A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL- BRIDGE 4. DECK CONTOURS A76A CONCRETE BARRIER TYPE 60 5. FOUNDATION PLAN BO -1 BRIDGE DETAILS 209954 LB BO -3 BRIDGE DETAILS 6. FOUNDATION DETAILS BO -5 BRIDGE DETAILS 7. ABUTMENT 1 LAYOUT BO -13 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H = 4'THROUGH 30' 8. ABUTMENT 5 LAYOUT g3-2 RETAINING WALL TYPE 1 H = 32'THROUGH 36' 9. ABUTMENT PILE LAYOUTS 83-8 RETAINING WALL DETAILS N0.1 B7-1 BOX GIRDER DETAILS 10, ABUTMENT DETAILS N0. 1 B7-6 DECK DRAINS TYPES D-1 AND D-2 11. ABUTMENT DETAILS N0. 2 B7-8 DECK DRAINAGE DETAILS B7-10 UTILITY OPENING BOX GIRDER 12. ABUTMENT DETAILS N0. 3 B7-11 UTILITY DETAILS 13. ABUTMENT DETAILS N0. 4 B8-5 CAST -IN-PLACE PRESTRESSED GIRDER DETAILS 14. ABUTMENT DETAILS N0. 5 611-52 CHAIN LINK RAILING TYPE 7 611-54 CONCRETE BARRIER TYPE 26 15. ABUTMENT DETAILS N0. 6 B14-5 WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") 16. ABUTMENT DETAILS N0. 7 QUANTITIES 17. BENT LAYOUT (F) Structure Excavation (Bridge) 18. BENT DETAILS N0. 1 (F) Structure Backfill (Bridge) 19. BENT DETAILS N0, 2 Furnish Steel Piling (HP1 OX57) Drive Steel Pile (HP 10X57) 20. BENT DETAILS N0. 3 Furnish Steel Piling (HP 14X89) 21. BENT DETAILS N0. 4 Drive Steel Pile (HP 14X89) 22. TYPICAL SECTION Prestressing Cast -in -Place Concrete 2 3. GIRDER LAYOUT (F) Structural Concrete, Bridge Footing (F) Structural Concrete, Bridge 24. GIRDER DETAILS (F) Structura I Concrete, Crash Wa i I 25. GIRDER REINFORCEMENT - TOP (F) Structural Concrete, Approach Slab (Type N) 26, GIRDER REINFORCEMENT - BOTTOM Fractured Rib Texture 27. MISCELLANEOUS DETAILS Joint Seal Assembly (MR 3%2") (F) Bar Reinforcing Steel, (Crash Wall) 28. BRIDGE MOUNTED SIGN DETAILS (F) Bar Reinforcing Steel, (Bridge) 29. STRUCTURE APPROACH TYPE N(30S) (F) Bar Reinforcing Steel, (Epoxy Coated) (Bridge) 30. STRUCTURE APPROACH DRAINAGE DETAILS Welded Steel Pipe Casing NPS 18" (Bridge) 31. JOINT SEAL ASSEMBLY (MAX MR = 4") (F) Miscellaneous Metal, (Bridge) (F) Chain link Railing (Type 7 Modified) 32. LOG OF TEST BORINGS N0. 1 of 2 (F) Concrete Barrier (Type 26 Modified) 33. LOG OF TEST BORINGS N0. 2 of 2 (F) Concrete Barrier (Type 60D) (F) =Final Pay Quantity DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 8 SBd 10 15.73 104 135 IV !CP" Z± 4� 5/16/08 REGISTERED C I V I(- ENGINEER DATE Q��FESSrON� R i chard N Can be I I Z PLANS APPROVAL DATE No. C43834 M Xp. 6/30/09 The State of California or its officers or Wts s CIVIL shall not be responsible for the accuracy or �qj� tip cofflDleteness of electronic mpies of this plw slh*we OF CAL 8353 SIERRA CITY OF F O N T A N A FONTANA, CA 92335E PARSONS SU�TEIB-1Zp NLAND EMPIRE BLVD. ONTARIO. CA 91 764 AS -BUILT )9 NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED Date: 8 1 0 l D 44 -Approval: ge . er Q 29271 CY 29977 CY 5584 LF 94 EA 119758 LF 237 EA --- LS 746 CY 39177 CY 85 CY 178 CY 89239 SF 154 LF 69361 LB 19023,006 LB 209954 LB 78 LF 39531 LB 1,164 LF 19164 LF 77 LF LEGEND: BY DESIGN S. Mullan I DETAILS BYP. Johnson QUANTITIES BY S. Mullanai Abut 1 Bent 3HUUI J Bent 4 Bent 2 CONCRETE STRENGTH AND TYPE LIMITS Structural Concrete, Bridge (f'c = 3600 psi m 28 days) Structural Concrete, Bridge Wc Per Prestressing Notes on "Girder Details" sht) CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIlo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS No Scale Structural Concrete, Bridge (f'c = 4000 psi 4 28 days) Structural Concrete, Bridge Footing (f'c = 3600 psi Q 28 days) jj��j Structural Concrete, Approach Slab (f'c = 3600 psi 8 28 days) P R E P A R E D F O R T H E BRIDGE NO. H . Mobarek 54-1280 CYPRESS AVENUE OVERCROSS I N STATE OF CALIFORNIA PROJECT ENGINEER POSTMILE UENERAL NUTES & INDEX TO PLANS RANSPORTATION 15.73 DEPARTMENT OF T CU oS224 DISREGARD PRINTS BEARING FREVIS710NDATES (PREL[M[NARY STAGE ONLY} SHEET 0 1 2 3 EA 467701 EARLIER REVISION DATES // 77 5/8/08 2 FILE => H:\646713 I-10-CYPRESS\SHEET\BRIDGE\PS&E\54-1280ri-a-itpedgn Q 0 N O N O O 0 Q w Q OF z 33 [ Ln l0 w w n w m �Q N F- •- z cn w I n -o �U0 o to — w Qril � U L I U I L -- I- V) C9 as oa �m o �- I- z w w n n UPRR R/W- Note: 2'- 011+ Fence and e l ectro I i er on bridge not shown for clarity. 11 1 3- 0 I Face of Bent Cap; I � Bent 2 I. I , II 25 - 4 + �(F) I 35'- 0" 1 rder Haunch Leng 110'- 11" 39 - o"+ Clear Span for Fa I sework Design T/R E I ev= 1099.89"+ UPRR R/W Z(F) 111,I_1 4 -8+- I 21 011 1 I I I T /R I p orar � I - 0— / 11 � �� Tem 18 - 0 E I ev=1 100.97'+ '� - Clearance Top of C ras hwa I l ac Envelope I i s ._ E I ev - 1107.001, � 1 5'- 6 " M�I � ,_ II I I ,' a) c N i 12 6 1 ,� o I I N E (E) I L A rax I ML Siding I a)pp Base of OG = FG Rail I 7,_ 911 I gl, I I I1-7 24 ' - 1011+ Temporary Fence, Typ M i Base o 1 Rail ___ ___�_-_- _ _ I _______� rF --�-- �- - �- - • I I I I I - - - - - - ' _ 1 -------J =1 - I I I I I I / 11 ' 15' O l t+ 1 \ 1 Zone C I I I - ,' 12 - 0 - _ 2 /- 011 , ,., I I I I Shoring = Min 1 Min :�: __ I I � 2 I I I I o �� �f7-%7--i-}-- F�14 __f_l I I ''' 1 •5 '' 40/_ OI1 ' 20/_ �II �\\ ��\\ cL �.rL �1 cL �� 1, ,L ��L Zones C I I I I 1 ' Bent 2 I I I 1 1 or l ng -� ' ' 25'- 0" M i n to 25'- 0" Min to II+ Abut 1 3- 3 -' Face of Fence Face of Fence - --- --- --- ---- ------......--•-----•---•----•--.......------.------------------- .............. - . ... ........ .......... ........................................ ....................................... J— — —..._............................................................. . N O ................ . ---- o '' 2 rn Limits of Shoring Zones Exist 27" Dia VCP Sewer Pipe ' Typ in 54 D i a Steel Casing to be Abandoned Zone B Zone A Zone B, ; VIEW A -A - UPRR CLEARANCE DIAGRAM 1 11 = 101- 0'- 0 11 GENERAL NOTES 1. Any shoring system that impacts the Rail road's operation and/or support the Ra I roads embankment shall be designed and constructed per Railroad Guidelines for Temporary Shoring. 2. Erection over the Ra i I road's right-of-way shall be designed to cause no interruption to the Ra i I road's operation. Erection over the Ra i I road's track shall be developed suchthat it enables the track(s) to remain open to traffic per the Ra i I roads requirements. 3, The elevation of the existing top -of -rail shall be verified before beginning construction. All discrepancies shall be brought to the attention of the Railroad prior to construction. 4. The proposedgrade separation project shall not change the quantity and/or characteristics s of the flow in the Railroad ditches and/or drainage structures. 5. The Contractor must submit a proposed method of erosion and sediment control and have the method approved by the Railroad prior to beginning any grading on the project site. 6. For Railroad coordination please refer to the Ra i I road's Minimum Requirements as part of the Specification or Special Provision of the project. DESIGN OVER;N HT Li l y Sun . z1 og SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) EXISTING UTILITIES: O1 6- 2" Diameter Fiber Optic Lines o in Concrete Encasement STATE OF CALIFORNIA (Level 3 Communications and N Wi Itel Communications) (3'- 4"± deep Measured to top of Encasement) O2 20" Diameter Oil Line (Kinder Morgan) (3'- 6"± deep Measured to top of Pipe) O3 16" Diameter Oil Line (Kinder Morgan) (5'- 0"± deep Measured to top of Pipe) LEGEND: (E) Existing Track Future Track T /R Top of Ra i I For the purpose of vertical clearance calcuIations, assume that both future track elevations are equal to the elevation of the highest existing track. CRASH WALL DESIGN NOTES 1. Crashwa I I layout and design is based on 2006 AREMA Manual for Railway Engineering Section 2.1.5.1 2a Top of Bent 2 Footing "Guidelines is based on BNSF Railway- Union aiIway- Union Pacific Railroad eGu l de l l nes For Railroad Grade Separation Projects" dated 1/24/07 Section 5.5.1 and General Overhead Structure Drawing No. 7111000 CRASH WALL DESIGN DATA DESIGN: Load Factor Design (LFD) CONCRETE: Reinforced Concrete, f" = 3,600 psi fy = 60,000 psi LOADING CASES: Seismic Load = 0.5 Dead Load Wind Load = 50 psf FOOTING: Allowable Design Pressure = 2.0 Ksf By CHECKED DESIGN Y. Matsuo/ S. Mullan i R. Campbell �V CHECKED DETAILS Y. Matsuo/ P. Johnson R. Campbell QUANTITIES By CHECKED S. Mullan i N. Morcillo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS AS -BUILT ❑ NO CHANCES ON THIS SHEET EL CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED B o ���`` �Oil. 1 Date: 1l) $(IJ 4i:E-.E Q V. C-R ,p /Z DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 8 SBd 10 15.73 105 135 5/16/08 REGISTERED CIVI ENGINEER DATE @�oFESSI4N� �o t R i chard N. Ca bell Z PLANS APPROVAL DATE u:0 No, C43834 rn The State of California or its officers or agents Xp, 6/30/09 CIVIL shall not be netisponsWe for the accuracy or caWleteness of electronic copies of this plan sheet. of CAL 8353 SIERRA AVENUE CITY OF F O N T A N A FONTANA, CA 92335 PARSONS SUOITEIN5LA2DO EMPIRE BLVD. ONTARIO. CA 91 764 Bent 2 Footing Bent 2 Colun I -T— C ra s hwa I I 1 i i i I I --L-- Column I i C ras hwa I I Footing I I A I f� Footing CRASH WALL PLAN 'A = i /-oil 011 �11 _ 611 ^ 4.,-.,� I I, f o r Det ail s sce I I aneous 11 sheet SECTION A -A 'A11 _ 1 /-oil CV II 0 w 0 IZ w PREPARED FOR THE BRIDGE NO. o NG VENUE OVERCROSSICYPRESS Aa STATE OF CALIFORNIA 0 54-1280 N N r N PROJECT ENGINEER POST MILE STRUCTURE ELEVATION 0 UPRR PART W II 0 w Q 0 RREPRINTS I S I BEARING REVISION DATES (PRELIMINARY STAGE ONLY) n OF w F4/07 Q 0 CV O 3 C\I 0 1 2 3 EA 467701 O PREPARED FOR THE BRIDGE NO. NG VENUE OVERCROSSICYPRESS Aa STATE OF CALIFORNIA H. Mobarek 54-1280 PROJECT ENGINEER POST MILE STRUCTURE ELEVATION 0 UPRR PART W DEPARTMENT OF TRANSPORTATION 15.73 Q CU 08224 RREPRINTS I S I BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF z F4/07 3 33 0 1 2 3 EA 467701 EARLIERON 8/ 7 14/ 07 5/16/08 FILE => H a \6467-i 3- I -1 0-CYPRESS\SHEET\BR I DGE\PS&E\54-1 280r I-c-sp01 o dgn �m o� r- z w �m o� I-- z J w n rl W 00 a 00 J c.4 4 0 CL a 4 J 4 0 U) J 4 U z U W H 0 0 BENCH MARKS BM SBD -10-1 5.50 PK nail with Caltrans brass washer in the South lip of concrete channel at Post Mile 15.5 BM SBD -10-16.0 South lip of concrete channel; 28.87' north of freeway shoulder; at easterly end of concrete access road; 37.07 west of post mile marker 16.0; 11.15 east of gate post AS.,BUILT Pq NO CHANGES ON THIS SHEET l ❑ CHANGES AS NOTED ON THIS SHEET 0 THIS SHEET DELETED By: Nk�%?,ti P.La mac% Date: a (3 tic) R:ErApproval : ge.�Y � Abut 1 Bent 2 NRoute I-10 Bent 3 � Bent 4 _j 1 °25'0" Skew � -� o �� w I I I 1 25 0 Skew � 1 I f Typ e Bents 11090.50 I Ha R iw � DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No 8 SBd 10 15.73 107 135 5/16/08 REGISTERED C I V I ENGINEER DATE YROFESSIpN4 �o l ki Richard N . ,h Campbell i No. C43834 rn PLANS APPROVAL DATE � Exp. 6/30/09 � The State of Cal i forni o or its officers or agents C I V I L shall not be responsible for the accuracy or caWleteness of electronic copies of this plan sheet.8353 SIERRA CALIF CITY OF F O N T A N A FONTANA, CA 92335E � TEIgl-12p EMPIRE BLVD. PARSONS SU ONTARIO, CA 91764 Abut 5 o �� I 1 26 32 Skew 19 Iw 20 10 15 1 1 Io I!bb 1103.65 {, RW 2 LOL-UP R/W 1100 1107. 65 N 0031'20"W11097.58 z I N 11102,08, I 1 � 00 I L I 11114-42 1�� ► f 3 1118.42 71110.25 -- 1096. 111066 .25 oe4 • o 111 i I y 1. I - -- 9.8 2 ( _ , ` I � I 13 I I I I ! � I � Sta 61 + 95.19 � I ;(! , I I ' - �►1 ! ` �I : ", ,-11 � 4 LOL 1 g ! � I I o �� (I � � � Sta 66+4 8. $5 0 �� 1 C I 1 ( 9 48 W t 4 W C1 Vi � N 0 2 I = 4 it - - --- 22 --- � 0 0 _ _ + i 1096.98 1 I , I i _ = Sta 65+23.85 Sta 63 + 04.61 _ i 10 I 10 22 ; �t� - 12 9 now - - - 1 I C Sta 64 12.52 I L...I-- I ,, 6 _ W W 00 _j- -- 00 I i 7 00 5 .. �. W _ - - - -I---1 ----- - I ------------------- --- -----------... ------ I -- I ; I -- 0 i o ( `' of Cypress Ave _ N OQ 31 '20"W I I ' ' i' I ; 3 I �, o y I f 4 67 20 6 � � 63 oI � P 64 ,, I,65 ! I � I C �------- 66 1 7 0 0 6 _ I I j - �. 15 1106,25 0 21 ! -�� I - i --- �. I ,b I 1 1 I I� UJ I 00 ' ( ! ( 01 _ I` I I ► i S t a 66+19-54 P O - - 1 9 r 0 I 0 0 I �I , +i _ t 1 7 L I , _ �..... 1114.42 �, 0 1 - a; i I i - , I . 9 �, , I I I ; I.,. - 1 I a _ --_________ -� -[1119.82 e _ = 1, e -{C h _ _ ; - e - 0 }- - �-- r` I- = I � , h: 1118.42 I i 1 _ o� ( --�- f---- z I----------- -- I __ i i{ ;j --- _ I I I i _ _ - - ; - _ _ - o - - , o I 1- 8 I ; 00 t V ------- - = I 3 o_ = 11 -/ _ ! I I i I I r I I a = _ -I . #. I { I I I� I a, M = _ ` I i I '� a-� a a I w 0 f 0 iI p �j ! L_� L_� o 00 I1� 11 �I a = _ --- _ = I 0 I I i �, c; i �- I ► I I { 1 I I RW 3 LOL = I I! oo �; o oD ► o o C. I � � '; �N 0029' 4 8"W �0, I11094.00 I I C +-�- I i I l 1115.8 RW 1 LOL 01088.97 1095.N 0031 "20"W 1091 2 13 , ! I r 1 96.98 1111.82 o � I 0 i I I o � l l I� x II � -I- 11110.25 r-nto I I 1 f �1 Ld �l i � � �o I l f I I II I <I:° +! g I 1 i 111 I I 1 ��i 1 0 < 00 00 0 i 00 Q 4 1096.65 1107 665 11102-08 - ao� oI 11 � >, �� 00 0 Z 1- 8 1 ,\ F1 1 � UP R/W U' 19 1103 65 z 1090.50 UP R /W -� 2 EXISTING UTILITIES (For Reference Only, See Notes 3 & 4) 1 6- 2" Fiber Optic Lines i n Concrete Encasement (Level 3 Communications & W i l to I Communications) (Protect i n Place) 2 20" Exist 01 1 (Kinder Morgan) (Protect i n Place) 3 16" Exist Oil (Kinder Morgan) (Protect i n Place) 4 30" V.C.P. Sewer (City of Fontana) (to be Abandoned) 5 27" V . C . P . Sewer (City of Fontana) (to be Abandoned) 6 54" Stee I Casing Pipe for 27" V.C.P. Sewer (City of Fontana) (to be Abandoned) 7 Manhole (City of Fontana) (to be Removed) 8 8" V.C.P. Exist Sewer (City of Fontana) (Protect in Place) 9 Abandoned 10" Exist R.C.P. Irrigation Water (SGVWC) 10 Abandoned 12" Casing Pipe, (SGVWC) SCALE: 1" = 40' VERT.DATUM NGVD-1929 HORZ.DATUM NAD -83 DESIGN OVERS T LILY SUN PHOTOGRAMMETRY AS OF: 9/18/2006 ALIGNMENT TIES MN �1L SURVEYED BY MN DRAFTED BYDRF SIGN OFF DATE FIELD CHECKED BY MAW CHECKED BY DRF OUNDATION PLAN SHEET (ENGLISH) (REV. 2-25-05) PLAN 14 1 " = 20` 11 6 - 2" Exist Fiber Optic &CCTV in Concrete Encasement (Caltrans) (Protect in Place) 12 2" Water (Fontana Water Company) (Relocate) 13 12" Exist Water (Fontana Water Company) (Protect in Place) 14 2" Gas (The Gas Company) (Relocate) 15 Overhead Power (Southern California Edison) (Relocate) 16 Buried Cable 4" P.C. (SBC) (Relocate) 17 Loop Detectors (Caltrans Count Station) (Abandoned) 1 8 Overhead Power (Southern California Edison & Fiber Optics (SUS) (Relocate) 19 Y2!" TV Cable (TWC) (Relocate) 20 Overhead Telephone (AT&T) (Relocate) 21 Caltrans OH Signs (Relocate) 22 OH Sign Electrical (Relocate) NOTES: 1 . Contours shown represent existing ground. 2 • 1 094.00 Indicates bottom of footing elevation 3. For abandoned utilities and utility relocations see "Road Plans 4. The types and locations of all utilities are provided for information only. The Contractor shall verify a 11 existing utilities and, notify utility agencies prior to any removal, relocation or new construction. See "Road Plans" for utility details not shown. 5, Not all piles shown. DESIGN By CHECKED Mullangi SECKE PREPARED FOR THE H. Mobarek BY CHECKED DETAILS STATE OF CALIFORNIA P. Johnson S. Hu PROJECT ENGINEER QUANTITIES BY S. Mut Ian i NECKED Ito DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 CU 08224 a E A 467741 FILE _> $REQUEST w Q 64 BRIDGE NO. w OVERCROSSING -AVENUE54 1280 CYPRESS POST MILE 15.73 DISREGARD PRINTS BEARING EARLIER REVISION DATES q FOUNDAT ION PLAN REVISION DATES (PRELIMINARY STAGE ONLY)- [ -8/;4<071 NLY)8/ 07 10 /07 5/16//08 I� LIJ Q SHEET OF z lY LIJ 5 33 � Q)w N Cr I U // 0 0 - I 0 n �w �Fr U U D ::D L rr V) un / / z z r�l m o� � z w n n N See � Edge i ABUTMENT 1 PLAN see Note a i External Shear Key,Typ see "Abutment Details No. 2 sheet r Top of Back Wall Utility Conduit Opening I (see Note 6 ) F7777A 1/4 11 = 1/_ O 1 1 Cypress Avenue Structure Approach Finished Surface �� 24" Dia Steel Casing for i Prof i I e Grade 16" Dia Water Line (see Note 6) A Future Utility Opening � � (see Note 6) � y� iuiuuuuuinr� � i r u, u --�n� 1 'z I ) I I l I ....__ See Note 9 - 1 Brg DIST COUNTY ROUTE'v' 1 ' " "'� TOTAL PROJECT No SHEETS 8 SBd 10 15.73 109 135 R1 5/16/08 REGISTERED C I V I ENGINEER DATE Q�oFESsloNq A`l Richard N. Cam bellrn i NAPPROVAL No._ C43834 PLANS DATE � � The State of California or its officers or agexp, 6/30/09nts shall not be responsible for the accuracy or s4 CIVIL tiP coWleteness of electronic copies of this plan sheet. O�F CALi ' CITY OF F O N T A N A F�ONTASIERRA NA, CA 92335E PARSONS SUOITEIBL12Do EMPIRE BLVD. ONTARIO, CA 91764 \1 nTC ift- . 1 . For SectionA-A, see "Abutment Details No.11 sheet. 2. For Dra i nage. Deta i I s, see "Structure Approach Drainage nage DetaIIs1 sheet. 3. For Retaining) Wall Details, see "Abutment f Deck Details No. 5 sheet. 4. For Bearing Pad Details, see "Abutment Details No. 2 sheet. 5. For Pile Layout, see "Abutment Pile Layouts sheet. :D 6. For Utility and WaterLine Details, see Typical Section �� and Abutment Details 3 sheets. co 7. For Detail of Fractured Rib Texture, see "M i sce I I aneous Details" sheet. 8. For Return Wall Details, see "Abutment Details No. 4 sheet. 9. Sloped Bearing Seat Shown. At Contractor's Option Bearing Pad Seat Could be Cast Leve Fractured Rib Texture Full Height, Typ See Note 7 ' Barrier i Full �f Abut Wa I I DESIGN OVERSIGHT Li l y Sun SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) 11 6/12/091 Rev I se SCE & AT&T Ut 1 I 1 ty Open 1 ngs MK DATE DESCRIPTIONS REVISIONS ABUTMENT 1 ELEVATION 1/4 = i /_ oil BY DESIGN S. Mullangi BY YM RC/DSDETAILS P. Johnson BY CH' D BY QUANTITIES S. Mullanai CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIIo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 1 2 3 H. Mobarek FG AS -BUILT NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED By: Mo.� t� t,r�ru.�•J Date: ff7e: Approval: b e • -0 ` CONTRACT CHANGE ORDER NO., 6 SHEET +,OF ii BRIDGE NO. 54-1280 CYPRESS AVENUE OVERCROSSING PROJECT ENGINEER POST MILE ABUTMENT 1 LAYOUT 15.73 CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET EA 467701 EARLIER REVISION DATES own 4 /07 OZ 10 /07 5/16/08 1 1 1 1 7 F I LE :::> H : \64671 3 I - 1 0-Cypress\SHEET\BRIDGE\For Construct i on\CCO No 1 - Bridge Ut i 1 1 t es\54- 1 280r I -f-a01 _ I o1 o dgn OF 33 �- J I- N W N rr' I U o 0 - J Q n / / U) 0 N W L Cl' U U -f- F- (./) In V) V) / / z z RW 4 LOL NJ See Note 8 � I�6" Edge of Deck 24" Dia Steel Casing for 16" Dia Water Line by Others (See Note 6) RW FTG, See Note 3 � -r- i I See Note 4 18" Steel Casing for Future Utility (See Note 6)�� EEI Typ Q Ext i � i Typ 9 Int �_ Cypress Avenue 1 °26'32" I I I I - � Footing ABUTMENT 5 PLAN 'A 11 = 1 /- oil RW FTG, See Note 3 Interior Girders = C� Bearing Pad, Typ Level, Typ See Note 4 RW 3 LOL 1 � See Note 8 — --- � --� Abut 5 Brg �— Edge of Deck � 24" Dia Steel Casing for CL Cypress Avenue 6" Dia Water Line see Note 6) see "Abutment Details External Shear Key, Typ i Structure Approach Finished Surface No. 2 sheet f- 1% i Future Utility Opening � Profile Grade L i Top of Back Wall (see Note 6) � /i i Utility Conduit Opening J � i� ,��\ -------------- (see Note 6) J N\� ............ .K See Note 9 i i i DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 8 SBd 10 15,73 0 135 R1 5/16/08 REGISTERED C I V I ENGINEER DATE APQ"'OFESSION4 � R i chard N. Campbell z rn rn PLANS APPROVAL No. C43834 DATE , � The State of Cal i forma or its officers or agents 4( xp6/30/09 shall not be responsible for the a�racy or srq C I I L tiP carlpleteness of electronic copies of this plan sheet. or cAL11353 SIERRA iF CITY OF F O N T A N A FONTANA, CA 92335E OI TE I B1-1 20 EMPIRE BLVD. PARSONS SU ONTARIO. CA 91 764 NOTES: 1. For Section B -B, see "Abutment Details No.1"sheet. 2. For Dra i nage. Deta i I s, see "Structural I Approach Dra I nage Details" sheet. 3. For Retaining Wall Details, see "Abutment Details No. 6 sheet. 4. For Bearing Pad Details, see "Abutment Details No. 2 sheet. 5. For Pile Layout, see "Abutment Pile Layouts sheet. 6. For Utility and Water Line Details, see "Typical Section" and "Abutment Details No. 3" sheets. 7. For Detail of Fractured Rib Texture, see "Miscellaneous Details" sheet. 8. For Return Wall Details, see "Abutment Details No. 4 sheet. 9. Option Bearing Pad Seat Could be Cast Level, Fractured Rib Texture full height, Typ See Note 7 DESIGN OVERSIGHT Li l y Sun SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) i1 6/12/09 Rev I se SCE & AT&T Ut 1 I i ty Open i nge MK DATE DESCRIPTIONS REVISIONS ABUTMENT 5 ELEVATION 1/411 = 1 ,_ 0il BY DESIGN S. Mullangi BY YM RC/DS DETAILS P. Johnson BY CH' D BY QUANTITIES S. Mullanai CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIIo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS to H i i F i i C% --lo INV i ShOWn ASwBUILT NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED By: e -c o,.� Date: [ ! f c 4t.e. Approval: rv. r CONTRACT CHANGE ORDER N0. 6 SHEET _ OF PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION15.73 H. Mobarek PROJECT ENGINEER BRIDGE NO. 54-1280 POST MILE CYPRESS AVENUE OVERCROSSING 1 ABUTMENT 5 LAYOUT 7IC 0 1 2 3 U 0 8 2 2 4 EA 467701 DISREGARD PRI NTS EARLIER REVISION BEARING DATES777 REV f S ION DATES (PRELIMINARY STAGE ONLY) SHEET 8/7 10/ 7 5/16/08 8 F I LE => H:\646713-1-10-Cypr-ess\SHEET\BRIDGF\For Construction\CCO No. 1- Bridge Ut i I i t i es\54- 1 280r 1 -f -a05_ 1 o1 o dgn BB Structure Approach Slob, See "Structure Aproach 1/- 6" Type N (30S ) Sheet a Approach Slab Dowe I #5 x 2W 2" l See "Joint Protection Deta i I" on "Abutment Details No. 2" Sheet. #6 12 # 5 CA 12 #5 (a 12 1 ' - o" Is See "Detai 1 1" on "Abutment Details No. 2" Sheet, Typ >� crm Cl J W n n o 1 r #5 Cont Geocom pos i to Drain See "Structure Approach Drainage Details" Sheet, Typ DESIGN OVERS I Gi/ Li I y S u n �z n SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) Abut 1 Brg 1'- 6" Block Out For Joint Seal Assembly MR = 3%2 i ---------- � Expanded Polystyrene i E I astomer i s � Bearing Pad ,/j -Expanded Polystyrene #5r7 (3 12 �l— � 12'-p.. 11 Q Ext Shear Keys #8 n Tot 6 Fracture Rib Texture, Refer To "Miscellaneous Details" Sheet I- #5 0. 12 � Concrete Barrier Type 60D Per m BRIDGE NO. 54-1280 POST MILE DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 15.73 CL Abut 5 Br w = a m `L (� U 08224 DISREGARD PRINTS BEARING W �- LO �- 10 Extend H R 112 L Block Out For Joint I EB Structure Rei of Inti QQQ Q Footing, Seal Assembly 1,- 6 1,- 611 See "Abutment a- W � Type N { 30S }" Sheet No. 7" shE nCQ �Q N I— ��� Richard N. ---------- — --- �- 0 I z w n Campbell i -------------, L �- — — — — — — — — 0 4- V) Approach Slab The State of Cal i fornia or its officers or agents CIVIL 0 0 �� x 2' (412 � shall not be respo�nsibl a far the o�ccuracy or �4 tiP I - C- w a_, CL. - o I -- #6 (A 12 (a)U L I � I Li :3 -4- O M - U L I I cn o �- QQ #9 @ 12, Tot 7 #7 x 15'Q 10 Extend Into RW Footing, see , „ 1 - 6 "Abutment Detail Is No. 7" sheet >� crm Cl J W n n o 1 r #5 Cont Geocom pos i to Drain See "Structure Approach Drainage Details" Sheet, Typ DESIGN OVERS I Gi/ Li I y S u n �z n SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) Abut 1 Brg 1'- 6" Block Out For Joint Seal Assembly MR = 3%2 i ---------- � Expanded Polystyrene i E I astomer i s � Bearing Pad ,/j -Expanded Polystyrene #5r7 (3 12 �l— � 12'-p.. 11 Q Ext Shear Keys #8 n Tot 6 Fracture Rib Texture, Refer To "Miscellaneous Details" Sheet I- #5 0. 12 � Concrete Barrier Type 60D Per NOTE: Abut 5 Similar to Abut Except as Shown & Noti #6[ Ties Q 20 Para I l e l to C Abut, Hook Around Top & Bottom Rei nforc i ng_, Place CA Intersections of Perpendicular Top Reinforcing Bars - #11 CA 10 #6412 T&B #9 x 16' (A 12, Tot 10 Additional Bars are #7 Centered Over Piles Tot Spaced to Straddle Exist Sewer Pipe _ I 1/- 6.. HP Steel Piles SECTION A -A AT ABUT 1 SECTION B -B AT ABUT 5 V2 11 = 1 1— 0 11 Y2 11 = i /— oil DESIGN eY S. Mullan r 8Y DETAILS P. Johnson QUANTITIES aY S. MullanQi CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIIo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Indicates Continuous Reinforcement Indicates Partial Length Reinforcement AS=BUILT NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED By: M M,,Lc� Nl,kex-.j� Date: -RX-. Approval: —Liz:,��— c e . aA P w #5 [Ties @ 24 Parallel to Abut. Hook Around Top & Bottom T Rei nforc i n, Place @ Intersections W of Perpen I cu l ar Top Reinforcing Bars. ►p & Bottom 2 Extend RW Ftg Re i of Into Abt Footing, see "Abutment Details No. 7" sheet Piles PREPARED FOR THE STATE OF CALIFORNIA H. Moba rek PROJECT ENGINEER BRIDGE NO. 54-1280 POST MILE DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 15.73 CL Abut 5 Br RSHEET EVISION DATES (PRELIMINARY STAGE ONLY) (� U 08224 DISREGARD PRINTS BEARING 8 SBd 10 15.73 112 135 Block Out For Joint I EB Structure Approach Slab, Seal Assembly 1,- 6 1,- 611 See "Structure Aproach N 5/16/08 �� MR = 31 2 � Type N { 30S }" Sheet FEss REGI 5TERE0 C I V I ENGINEER DATE o Q� oNq` ----------- ��� Richard N. ---------- — --- Campbell i -------------, L �- — — — — — — — — W 0. C43834 m PLANS APPROVAL DATE Xp. 6/30/09 l Approach Slab The State of Cal i fornia or its officers or agents CIVIL I D owe I # 5 �� x 2' (412 � shall not be respo�nsibl a far the o�ccuracy or �4 tiP I cofipleteness of electronic copies of this plan sheet. CAL8353 I -- #6 (A 12 SIi CITY OF F O N T A N A FONTANAERRA CA 92335E I Li 3602 INLAND EMPIRE BLVD. PARSONS SUITE B-120 - ONTARIO. CA 91 764 NOTE: Abut 5 Similar to Abut Except as Shown & Noti #6[ Ties Q 20 Para I l e l to C Abut, Hook Around Top & Bottom Rei nforc i ng_, Place CA Intersections of Perpendicular Top Reinforcing Bars - #11 CA 10 #6412 T&B #9 x 16' (A 12, Tot 10 Additional Bars are #7 Centered Over Piles Tot Spaced to Straddle Exist Sewer Pipe _ I 1/- 6.. HP Steel Piles SECTION A -A AT ABUT 1 SECTION B -B AT ABUT 5 V2 11 = 1 1— 0 11 Y2 11 = i /— oil DESIGN eY S. Mullan r 8Y DETAILS P. Johnson QUANTITIES aY S. MullanQi CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIIo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Indicates Continuous Reinforcement Indicates Partial Length Reinforcement AS=BUILT NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED By: M M,,Lc� Nl,kex-.j� Date: -RX-. Approval: —Liz:,��— c e . aA P w #5 [Ties @ 24 Parallel to Abut. Hook Around Top & Bottom T Rei nforc i n, Place @ Intersections W of Perpen I cu l ar Top Reinforcing Bars. ►p & Bottom 2 Extend RW Ftg Re i of Into Abt Footing, see "Abutment Details No. 7" sheet Piles PREPARED FOR THE STATE OF CALIFORNIA H. Moba rek PROJECT ENGINEER BRIDGE NO. 54-1280 POST MILE � �� OVERCROSSCYPRESSSS AVENUE NOe ABUTMENT DETAILS DEPARTMENT OF TRANSPORTATION 15.73 RSHEET EVISION DATES (PRELIMINARY STAGE ONLY) (� U 08224 DISREGARD PRINTS BEARING 0 1 2 3 E l�1 467701 EARLIER REVISION DATES 4/ 07 8 7 10 /07 5/16/08 10 FILE => H'.\64671 3_ I -1 0-CYPRESS\SHEET\BR I DGE\PS&E\54-1 280r I -f-a01 dt01 , dgn co O O N CV N In 0 W 0 IZ W Q CV 0 O O 0 Q I I W Q OF z 33 jLLJ D C= Structure Approach Slab 3" Bonding on Smooth Finish %$" X 1 '- 0" Neoprene -- Strip Place Prior to Backfilling the Abutment Backwall and Installing the Temporary Bumper (Fold Neoprene Into Chamfer) 1" Chamfer liall 1-11- 01 1 Typ ff)T 6" � C: 0 m -- -r rn B l ockout See Joint Seal Assembly Sheet for more Details a � o � g0_ 1 Alternative 1 Temp Bumper 1-2 with Inserts Geocompos i te--� � Drain Abutment Backwa JOINT PROTECTION DETAIL No Scale Bearing Pad SECTION A -A Abutment Backwal I 14 ga Galvanized Sheet Metal Centered Over Bearing Pad, Coat Top of Pad With Silicone Grease Expanded Polystyrene Same Thickness as Bearing Pad g0-13 13-' —Bearing Pad is Parallel to of Web Girder Edge of Galvanized Steel Metal Expanded Polystyrene 1" Expanded Polystyrene Expanded Poly Same Thlcknes as Bearing Pa Bundle #1 With Seat -++r o f 7T4�- r Barrier Not-- Face of Abutment-- Cl Note: For "a" dimension, See "Joint Backwa.) I Seal Assembly Maximum Movement Backwall Rating = 4 sheet. Expanded Polystyrene BO -13 -� 13-2 000, Expanded 60-13 o Polystyrene 13-1 M %2" Exp Joint Filler J � �Abut Brg Bearing Pad= see f I Table For Sizes 3" BEARING PAD DETAIL ill = 1/- oil DESIGN OVERS I G L i I y S u n Z SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) Bearing Pad \.VI IZI I u V I I I I DETAIL 1 No Scale ELASTOMER I C BEARING PAD Location Steel Reinforced (WxLxt) Fabric Reinforced (WxLxt) Abut 1 18 11 x1 8"x4/2 24"x1 8"x4 %2" Abut 5 1811x18"x41/2 24"x18"x4%2" BY DESIGN S. Mullangi DETAILS Isy P Johnson QUANT I T I ESI BYS. Mullangi CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIIo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS B nst �' � See Note 1 below int** #51 Tot 4 Fracture Rib Texture, See "Miscellaneous Details" Sheet #7 1� Tot 4 (see Note 1 ) 1 Tem rCtj I f 1T +I, 11 -Q V 1 �1 L k1w, I L I ront Face Stem Reinf, Extend Into Footing See Sect A -A & B -B on �'Abut Details No. 1" Sheet. NOTE: ABUTMENT SHEAR KEY DETAIL 1 . contractor, at his option, may pour %2 = 1 - oil abutment shear stehe m mkeIf this option onolihic with is used then use #7 �n Tot 3 (� Abut Brg 8,_ oil #6 @ 9 s Typ Backwal Reinf 7�\-� �- Wing Wall Reinf 4" Min Fillet � i � Fracture Rib Texture #6 Tot 2 Full Height i Extend Into Footing � — #5 Tot 7 � #7 Tot 4 AS=BUILT NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED Ey: MA Nz a k 1,N 2c Date: a Li a l f o Rl!. Approval: o #6 Tot 4 Side Face Reinf Full Height Extend into Footing #6 Tot 5 00 #6 or #7 Front Face Reinf Full Height Extend into Footing SECTION B -B Y2 11 = 1 /- 0 11 PREPARED FOR THE DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 8 SBd 10 15.73 113 135 15.73 Inded eo-�2-0 5/16/08 o�Ess yrene REGISTERED C I V I ENG I NEER DATE 3 Richard N � BO -13 y Cam be I Z 13-1 No. C43834 rn PLANS APPROVAL DATE Xp, 6/30/09 �` The State of Cal ifornia or its officers or agents CIVIL I -10- CYPRE SS\SHEE T \BR I DGE\PS&E\54-1 280r I -f-a01 dt02 e dgn shall not be responsible for the accuracy or 4� 1Q' 0F' coWl etewsS of electronic copies of this plan sheet. CAL 8353 SIERRA CITY OF F O N T A N A FONTANA, CA 92335E ( Tot 4 PARSONS SUIOTEIBL120 EMPIRE BLVD. C� TOt 7 ONTARIO, CA 91 764 1 /- O" B nst �' � See Note 1 below int** #51 Tot 4 Fracture Rib Texture, See "Miscellaneous Details" Sheet #7 1� Tot 4 (see Note 1 ) 1 Tem rCtj I f 1T +I, 11 -Q V 1 �1 L k1w, I L I ront Face Stem Reinf, Extend Into Footing See Sect A -A & B -B on �'Abut Details No. 1" Sheet. NOTE: ABUTMENT SHEAR KEY DETAIL 1 . contractor, at his option, may pour %2 = 1 - oil abutment shear stehe m mkeIf this option onolihic with is used then use #7 �n Tot 3 (� Abut Brg 8,_ oil #6 @ 9 s Typ Backwal Reinf 7�\-� �- Wing Wall Reinf 4" Min Fillet � i � Fracture Rib Texture #6 Tot 2 Full Height i Extend Into Footing � — #5 Tot 7 � #7 Tot 4 AS=BUILT NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED Ey: MA Nz a k 1,N 2c Date: a Li a l f o Rl!. Approval: o #6 Tot 4 Side Face Reinf Full Height Extend into Footing #6 Tot 5 00 #6 or #7 Front Face Reinf Full Height Extend into Footing SECTION B -B Y2 11 = 1 /- 0 11 PREPARED FOR THE BRIDGE CYPRESS A OVERCROSSING STATE OF CALIFORNIA H . Mobarek 54-1280 PROJECT ENGINEER POST MILE ABUTMENT DETAILS NOe 2 DEPARTMENT OF TRANSPORTATION 15.73 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 3 CU 08224 EA 467701 EARL ISEGAI ERRREVIS I INTS ON DATES"G F4/7078 7 10 /07 5/16/08 1 1 0 1 2 F I LE => H -- \64671 3- I -10- CYPRE SS\SHEE T \BR I DGE\PS&E\54-1 280r I -f-a01 dt02 e dgn 00 O O CV CV N Ln 0 W 0 w Q N O CV O O a WIN �- J � o � �w N 0-- U)�__ I U �- V) 0 0 an i i co 0 4) w �n- D:D +_ I- 0 U L2' +_�_ V� ©o V)U0 Modified Approach Slab Reinforcement -- - ----- I L_ — C i it U O a 16" Waterline in 24" OD Steel Casing Wrap Casing With 2 Layersof 15 Lbs Building Paper and Cast Backwall & Then Approach Slab 701j Around Casing 4`-0" Max #4 Ties 4- Q 0 1 First Pipe Support & ther 8' OC Max Backwall Reinf NOTE: B For Additional Information see "Future Utility Detail at Abutment 1" Detail Below WATER LINE DETAIL AT ABUTMENT 1 11 1 oil Structure Approach 5' -0" 67-10 U-8 r B7-10 Additional Reinforcement for Future Utility U-2 Opening (See Note 2) #6 U Tot 4 18" OD x 1/4" Steel Casing B7-10 Wrap Casing With 2 Layers U_2 of 15 Lbs Building Paper and Cast Backwall Around Casing C i Backwa I I —� Note: Reinforcement 0 Details for the At&t/Sunesys opening and for the SCE opening are similar. FUTURE UTILITY DESIGN OVERSIGHT Li l y Sun SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) 6/12/09 Added Note 1 6/12/09 Rebar Details Revised MK DATE DESCRIPTIONS REVISIONS 2' 1/-6 1 '- 6" " ----- ch Slab rcement @ 6 SECTION A -A Y4�� = 1 0" Additional Reinf B7-10 for Future Uti I ityU-3 #6 Typ End Diaph Reinf, See "Girder Layout" Sheet 1'Min #ies #6 49 #5 9 12" #61 Tot 5 Additic Re i nfor for Fu - Utility DETAIL AT ABUTMENT 1 N�� = 1 0" (See Note 2) BY DESIGN S. Mullan I YM RC/DS BY YM RC/DS DETAILS P. Johnson BY CH' D QUANTITIES BYS. Mul lanai CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIlo Additional Reinforcement for Water Pipe Opening 67-10 U-2 SECTION B -B Opening for the AT&T/Sunesys Conduits I Future utility ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 4�� = 1 0" Bottom of Approach Slab 3ackwa I I Ze i nforcement Note: Reinforcement details similar at the opening for the SCE conduits. SECTION C—C —�- Y4�� _ 1 0.. NOTES: DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 8 SBd 10 15,73 1 4 135 N 5/16/08 REGISTERED C I V I ENGINEER DATE QIkoFEssloh� AP l A`4 Richard N . Campbell Z rn PLANS APPROVAL DATE Cr. No. C43834 The State of California or its officers or agents * xp, 6/30/09 shall not be responsible for the a=racy or srq CIVIL tiP coWleteness of electronic copies of this plan sheet. -OF CAL8353 SIL CITY OF F O N T A N A FONTANAERRA CA 92335E PARSONS SUOITEIBLA2o EMPIRE BLVD. ONTARIO, CA 91 764 Diaphragm Reinforcement AS -BUILT t9 NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHI ET ❑ THIS SHEET DELETED BY:ill,& C -f- o &j Date: t 8t (,:�o R -.e Approva I: 1. Abut 1 Details Are Shown, Abut 5 Details Are S i m i l r. 2, Not all Reinf Shown. For Additional Details see "Typical End Diaphragm Section" on "Girder Layout" sheet. Opening for the rrr AT&T/Sunesys Conduits Future utility Opening Note: Reinforcement details similar at the opening for the SCE conduits. SECTION D -D ii Steel Cas in Diaphragm Reinforcementia_ 0 1 oil CONTRACT CHANGE ORDER N0. 6 SHEET OF PREPARED FOR THE STATE OF CALIFORNIA H. Mobarek54-1 PROJECT ENGINEER BRIDGE NO. 280 POST MILE CYPRESS AVENUE OVERCROSS I NG ABUTMENT DETA I LS NO 3 DEPARTMENT OF TRANSPORTATION 15.73 . CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLYI SHEET Q 1 2 3 E 101 4 6 7 7 01 EARLIER REVISION DATES /07 1 /07 5/16/01 1 2 F [ L_E _> H � \64671 3_ I - 1 0-Cypress\SHEET\BRIDGE\For Construction\CCD Noo 1 - Bridge Ut i I i t i es\54- 1 280r I -f-a01 dt03 o dgn Li Q� m o � Z __j W a- n 63-1 Type 1 - Retaining Wall B3-2 Length Along LOL - Design Height Z RW LOL FG 12'- 0" WP WP 8,_ 011 H = 12 69'- 6" Measured Along RW LOL 8'- 0" WP WP 8,_ 011 H = 20 8,_ 011 H = 22 WP WP LJ 8,_ 011 8,_ 011 H = 26 H = 32 gB-,,� Abut 1 Brg 9 - 6 RETAINING WALL ELEVATION AT ABUTMENT 1 C/_ 91 I c,_ g 3/611 = 1 011 )ncrete Barrier, Type 26 (Mod) i Bridge and Approach Slob, tpe 26A (Mod) on Retaining Wall )r Details, see "Miscellaneous ,.tails" sheet actured Rib Texture e "Miscellaneous Details" eet Abut 1 Brg 1-,*— 1 0 2 5 " 0 11 Work Point See Note 3 RETAINING WALL PLAN AT ABUTMENT 1 (RIGHT WALL SHOWN, LEFT WALL SIMILAR) 3/1611 = 1 /- Oil DISTI COUNTY ROUTE '"'1 TOTAL PROJECT No SHEETS 8 SBd 10 15.73 135 N 5/16/08 REGISTERED C I V I ENGINEER DATE Q�QFESSIpN4 Richard N. 0 Campbellrn ? u No. C43834 rn PLANS APPROVAL DATE � The State of California or its officers or agents .0 xp, 6/30/09 shall not be responsible for the occurocy or s�q CIVIL tip completeness of electronic copies of this pion sheet. CAL8353 SIERRA1 CITY OF F O N T A N A FONTANA , CA 92335E OITEINBLA2DO EMPIRE BLVD. PARSONS SU ONTARIO. CA 91764 AS -BUILT M NO CHANGES ON THIS SHEET El CHANCES AS I'40TED ON THIS SHEET 0 THIS SHEET DELETED By: � A2o � Uv'Ca� Da +( -R-.E--. Approval: gP- . ,e" NOTES: 1. For Bottom of Footing Elevations, see "Foundation Plan 11 sheet. 2. For Pile Tip Elevations, see "Foundation Details" sheet. 3. For Abutment Foundation Details see "Abutment Details No. 1" & "Abutment Pile Layouts" sheets. 4. Chain Link Railing, Type 7 not shown for clarity. 5. See "Section C -C" on "Structure Approach Type N (30S)" sheet. LEGEND: H or = Indicates Vertical HP Steel Piles �--D or � Indicates 1:3 Battered HP Steel Pile EJ Indicates Expansion Joint Per BO -3 3-4 WP Indicates Weakend Plane Per BO -3 3-2 CONTRACT CHANGE ORDER NO*.14- SHEET _ OF fjY CHECKED BRIDGE NO. S. MuIIangi S. Hu DESIGN PREPARED FOR THE H M barek - CYPRESS AVENUE OVERCROSSING H. 0 54 1 2 80 DESIGN OVERSIGHT Li I Sun BY CHECKED STATE OF CALIFORNIA Y FM S/6/09 Added Sect A -A for Retaining Wa I I Corbe I SM RCLd LDTAILS P, Johnson S. Hu PROJECT ENGINEER POST MILE DATE DESCRIPTIONS BY CH'D ANTI T I ES BY CHECKED F TRANSPORTATION A M •SIGN OFF DATE REVISIONS S. Mu I I ang i N. Morc i l l o IDEPARTMENT 0 1 5.73 5 Q DESIGN DETAIL SHEET (ENGLISH) (REV. 2 /25/05)REVISION DATES (PRELIMINARY STAGE ONLY SHEET OF z ORIGINAL SCALE I N INCHES C U 0 8 2 2 4 DISREGARD PRI NTS BEARING Ld Ld FOR REDUCED PLANS 0 1 2 3 EA 467701 EARLIER REVISION DATES 4/ 7 7 1 /07 5/16/08 1 14 33 Ln FILE => $REQUEST Concrete Barrier, Type 26 (Mod)on Bridge and Approa S I ab,Type 26A (Mo( on Retaining Wall Deta I Is see M I sc, Details sheet Fractured R i b see "M i sce I lone Deta i Is" Sheet �Abut 5 Brg 7,_ 6" EJ 8 /_ 0" WP 55'- 6" Measured Along RW LOL WP 8/_ 0" WP WP WP 8,_ 0.. 8,_ 0.. 2 1 w / Type 1 Retaining Wall Lenath A I ona LOL t 133-2 - ign Height See Note See Footing Detail at RW3 on "Abutment Deta i Is No. 7" sheet RETAINING WALL ELEVATION AT ABUTMENT 5 3/1611 = 1 /- oil �Abut 5 Brg FG 101 ..............0 - LT AS- B 3 -1 133-8 a f -,10o CHAS ON THIS ����� AS €TOTED ON THIS SHEET a 3'd EE T D E LET ED By: F, - e- 1. 1. For Bottom of Footing E I evat i ons, See "Foundation Plan" Sheet. 2. For Pile Tip Elevations, See "Foundation Details" Sheet. 3. For Abutment Foundation Details, - See "Abutment Details No. 1" & "Abutment Pile Layouts" Sheet. 4. Chain Link Railing, Type 7 not shown for clarity. 5. Also See "Section C -C" on "Structure Approach Type N (30S)" sheet. DESIGN OVERSIGHT Li I y Sun SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) RETAINING WALL PLAN AT ABUTMENT 5 (RIGHT WALL SHOWN, LEFT WALL SIMILAR) 3/1r /1 8/6/09 1 Added Sect A -A f'or Reta i n i ng Wa I I Corbe I MK DATE DESCRIPTIONS REVISIONS BY DESIGN S. Mullangi BY SM RC DETAILS P. Johnson BY CH' D GIUANTITIES BY S. Mullonai S. Hu CHECKED S. Hu CHECKED N. MorciIlo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Chain Link Ri (Type 7 Mod) Conc Barrier. Type 26A (Mod), See M I sce I I aneo Details Sheet for Additional Details Fr Ril Q Match Approach Slab Overhang N " RW LOL Gro( PREPARED FOR THE STATE OF CALIFORNIA H. Mobarek PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I ' I I CU 08224 0 1 2 3 EA 467701 FILE => $REQUEST LEGEND: 78SBd COUNTY ROUTE TOTAL PROJECT No SHEETS 10 1 5.73 117 135 5/16/08 Q�OFESSIO� REGISTERED CIVI ENGINEER DATE �o q< R i chard to Campbell z No. C43834 m PLANS APPROVAL DATE u Xp. 6/30/09 The State of Cal i fornia or its officers or agents CIVIL sT P shall not be responsible for the occurocy or 4 ti OF completeness of electronic copies of this plan sheet. CAL353 SIERRAL CITY OF F O N T A N A FONTANA, CA 92335E 3602 INLAND EMPIRE BLVD. PARSONS SUITE B-120 ONTARI09 CA 91 764 H or = Indicates Vertical HP Steel Piles �---D or � Indicates 1:3 Battered HP Steel Pile EJ Indicates Expansion Joint Per BO -3 3-4 WP Indicates Weakend Plane Per BO -3 3-2 RW LOL SECTION A -A ill = i/- oil CONTRACT CHANGE ORDER NO.14- SHEET _ OF BRIDGE NO. ING CYPRESS AVENUE 0 54 1 ?FAO POST MILE 1 5.73 DISREGARD PRINTS BEARING EARLIER REVISION DATES ABUTMENT DETAILS N0. V 1 OPr/071 5/16/08 II 6 w a SHEET OF z o- 1 5 133w u) i Q0 �o Q0 d- cs� f-- / J W Cl- J m QJ Q N F— z U) W I n- - o o cn — w ar-t- / w Q U L I � O U I � I o� c/7 c9 C = 2' #5 (4 16 2' A 6., ,1,P-P.,.w%i 4 � Abut 1 Brg rOOTing -.)Tep Reinf PARTIAL PLAN AT ABUTMENT 1 FOOTING Top of Footing 61 DESIGN OVERS I Gid L11 l y S u n 5-AlD SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) Abutment I I , , ,y r I All Reinforcement Not Shown For Clarity Ig Wal I , H = 26 (RW 4 Opp Hand) FOOTING DETAIL AT RW 3 V211 = 1.-o,1 BY DESIGN S. Mullan 1 DETAILS lay P Johnsw QUANTITIES BY S. Mullanai CHECKED -S. Hu CHECKED S. Hu AvS=BUILT JK NO CHANGES ON THIS SHEET ❑ GHANGES AS NOTED ON THIS SHEET T❑ THIS SHEET DELETED . By: N1.NUO#a Date: Approval: DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 8 SBd 10 15.73 1 1 8 135 b 030 5/16/08 REGISTERED C I V I ENGINEER DATE QRpFESSIpN� R i chard N 0 Copbell i No. 043834 rn PLANS APPROVAL DATE Xp, 6/30/09 The State of California or its officers or agents �` CIVIL shall not be responsible for the accurocy or coWleteness of electronic copies of this plan sheet. OF CAL M CITY O F F O N T A N A 8353 SI FONTANAERRA CA 92335E � TEIBL12Do EMPIRE BLVD. PARSONS SU ONTARIO, CA 91764 mtjIU111111y vvui i ruul lily H = 32 LEGEND EJ Indicates Expansion Joint Per rB-3 3-4 WP Indicates Weakend Plane Per BO -3 3-2 �) CHECKED N. MorciIlo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION H. Mobarek PROJECT ENGINEER (RW 1 Shown, RW 2 Opp Hand) SECTION A -A 1/211 _ 1/ -oil ■■RTLT9_% . 1. Detailing at RW 2 i s Similar to RW 1 2. Detailing at RW 3 & RW 4, are Similar i Except as Shown n Section on A -A, RW 3 BRIDGE NO. OVERCROSS _ CYPRESS,A 54 1280 POST MILE 15.73 ABUTMENT DET I L S NO .7 REVISION DATES.(PREL[M[NARY STAGE ONLY) SHEET OF CU 08224 DISREGARD PRINTS BEARING 0 1 2 3 EA 467701 EARLIER REVISION DATES Now E6E/07F1770715/16/07 33 FILE => H: \64671 3- I -1 0-CYPRESS\SHEET\BRIDGE \PS&E \54-1 280r I -f-001 dt07 a dgn Li w O 0 N CV N L II 0 w 0 C F- r] J � • V) Q) w N Cr U) F_ I U D F_ O C Q � co U) N w U U D =) L +_I- V)0 00 V)U0 z z #11 Tot 1 • Cypress Ave r, r nli imn 1 fi rnli imn 7 I (i rnli imn fi ('n 1 i imn 4 L.Uyc U i Bottom Slab _ _ Bottom Re i of _; _ Top Re i of PLAN 1/4 11 = i /_ oil (Bent 3 Shown Other Bents Similar) Column 2 i 1' � 6" x 1' 6�� B7-10 Column 3 Column 4 Column 1 Utility Opening 4'- 0" #7 St i rruQ 6 #7012 spac I ng exceptMax at Column area DESIGN OVERSIGHT Li 1Y Sun SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) 10 a 3Y2 a 12 Max 4'-0" 0 Cil #7912 89 3 %2 3 %2 7/13/09 Add Bent Cap Open I ng S i ze for Water L i ne 6/12/09 Show St 1 rrups & Ut I I I ty Open I ng 6/12/09 Rev i se SCE & AT&T Lit I I 1 ty Open I nge MK DATE DESCRIPTIONS REVISIONS Q 12 Max 4, -oil 8C� #7CA1 2 10 9 3 %2 3 %2 ELEVATION 'A 11 = i /_ oil (Bent 3 Shown Other Bents Similar) YM RC/OS DESIGN eY S. Mullan I YM RC/DS YM RC/DS DETAILS BY P. Johnson BY CH' D QUANTITIES BY S. Mullanai CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIlo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS @ 12 Max 4'-0" 10 Q #7C41 2 Cil 6 1 3Y2 Max PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 1 2 3 F3 #5 [U DISTI COUNTY ROUTE ' M l' ' " ' ML - TOTAL PROJECT No SHEETS 8 SBd 10 15,73 119 R 1 1 35 5/16/08 REGISTERED C I V I ENGINEER DATE Q�OFESSIDNq �o l A`tel Richard N. Campbell Z rn PLANS APPROVAL No. C43834 DATE Tire State of Cal i fom i a or its off i vers or agents XP. 6/30/09 Tot 26 (13 Bundles o f 2) shall not be responsible for the accuracy or sr4 CIVIL tiP n d Top Bar to Edge o f Deck completeness of electronic copies of this plan sheet. or CAL , ► Bottom Bar at Outside Face 8353 SIERRA AVENUE ,iter i or Girder CITY OF F O N T A N A FONTANA, CA 92335 PARSONS SUOITEIB1AND -120 EMPIRE BLVD. ONTARIO. CA 91 764 Bent \I/1TC^ . Ede of Deck 1. For Section A- A and Section B- B , Edge see "Bent Details No. 1" sheet. Outside Face of 2. For Column Details, see" Bent Exterior Girder DetaIIs No. 2 sheet. 2/ -oil #5 Tot 3 each side, Typ 2,-o„ -- Concrete Barrier Typ 26 (Mod) Not Shown, Typ -0" 7Tot 6 each side (B7-1 Typ S-3 Typ Q S I ope H. Mobarek 3, Al I main cap reinforcement are "Service Spliced" continuous. 4. For Location See "Typical Section sheet. LEGEND: -(E�IE- Indicates Bundled Bars. wwwwommum AS=BUILT j� NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED M �A D.l V� &I By: Date: g I 1 ..R.e. Approval: Ise - J CONTRACT CHANGE ORDER NOe.6. SHEET _ OF _ BRIDGE NO. 54-1280 CYPRESS AVENUE OVERCROSSING PROJECT ENGINEER POST MILE 15.73 1 RENT LAYOUT CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET EA 467701 EARLIER REVISION DATES MINNq/ 7 8/17> 7 5/16/08 1 17 F I L_E => H : \64671 3- I -1 0 -Cypress \SHEET\BRIDGE\For Construction\CCO No 0 1 - Br i dg U i I i t i -12 280r I -h -b01- 1 01 o d g n OF 33 rr m o� J w 0" Chain Link Railing (Type 7 Mod if led) See • "Miscellaneous Deta I I s s heet Concrete Barrier (Type 26 Mod) Typ 8 See Miscellaneous Deta i I s" s heet - - Add #6 x 6'-3" bot bar if is used. Match truss bar spacing & location 6,_ 6" SB SW 0 i� A6 4 I 4'- 3" #4 Tot 5 3/4" Drip Groove Typ DESIGN OVERSIGHT Li l y Sun SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) C Cypress Ave 77'_ 0" 38/- 6" 31 ' - 0" Manhole, See Note 6 1 1 9' - 0" 19 - 0" 611 1 611 1 1 =N 5 1 Prof i l e Grade -2/ I 7 -2/ 11 T1 LL I _ az 2,_ 4" �- � o Soff it Access Opening, see Note 5, Typ 1 rB14-5 o" 6,_ 7" or #5�� T' � Girder 1/- 7" 12" M i n & Var M Cast -In -Place L a) Prestressed + 1 Concrete Box � � � 0 Girder _ W 0 a_ o C LU 1 L-0 Q Q _ lq- > V7 N 5 Q 9/- 6" = 47/- 6" TYPICAL SECTION 1/411 = 1 ,_ 0�� 38/- 6" 31 ' - 0" 0 Sof f it Access Opening 2/_ 411 L I 2,_ o„ � Girder rB11-54 For Rnrrier -#6 S - 12 BO -5 or #5 Tot 7, Typ Ea Bay PART TYPICAL SECTION ,�2,� _ 1,_ oil 7/20/09 Show Barrier Conduit for Bridge E I ectr i ca I RC CHECKED DESIGN eY S. Mullan I Hu T/13/09 Add Soff 1 t Access Open i ng i n SCE Ce I I YM o 6/12/09 Revi se SCE & AT&T Ut i I i ty Opnen i ngs YM \�f DETAILS + -C 3 DATEDESCRIPTIONS :3 a) QUANTITIES BY S. Mu I Icing i -0 co d- a ILU :�i C - •— a DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY1 SHEET OF o� U) a LOLn EARLIER REVISION DATES q/ 07 2,_ o„ � Girder rB11-54 For Rnrrier -#6 S - 12 BO -5 or #5 Tot 7, Typ Ea Bay PART TYPICAL SECTION ,�2,� _ 1,_ oil CHECKED 7/20/09 Show Barrier Conduit for Bridge E I ectr i ca I RC CHECKED DESIGN eY S. Mullan I Hu T/13/09 Add Soff 1 t Access Open i ng i n SCE Ce I I YM MorciIIo 6/12/09 Revi se SCE & AT&T Ut i I i ty Opnen i ngs YM JRC/DS DETAILS eY P. Johnson MK DATEDESCRIPTIONS BY QUANTITIES BY S. Mu I Icing i REVISIONS CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIIo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS #4\, ; 412 711 6/- 6" NB SW 0 1ti4 N9 PREPARED FOR THE STATE OF CALIFORNIA H. Mobarek PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I I I I CU 08224 0 1 2 3 EA 467701 EIL_E _> REQUEST 4'- 3" (BO -5 5-11 ASmBUILT 1jZN0 CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED By: 1a2�'. N Lti r—c a o Date: 8 1 b .R-.0 Approval: 9e. 4� 1 '- O" Chain Link Railing (Type 7 Mod if led) See "M i sce I I aneous Deta i Is" sheet DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 8 SBd 10 15.73 24 135 5/16/08 ,00 REGISTERED C I V I ENGINEER DATE Q�aFESSIONq R i chard N. �'110 0 Cam bell 0.4 rn NS V W No . C43834 PLANS APPROVAL A DATE The State of California or its officers or agents XP. 6/30/09 shall not be responsible for the accuracy or s�4 CIVIL caWl eteness of electronic copies of this plan sheet. QF* CAL8353 SIERRA tF� CITY OF F O N T A N A FONTANA, CA 92335E PARSONS SUOITEINBLA2DO EMPIRE BLVD. ONTARIO. CA 91 764 UTILITIES: 8 W HO Utility Opening Dimensions 0- 00 >1 i i i 1 San Gabriel Water Co. 16 Water Line I n 24 Steel Casing 2 SCE 6- 5" 0 Conduits in 18"H x 28"W Opening #5Stirrup U 3AT&T 4- 4" 0 Conduits in 18"H x 18"W Opening 4 City of Fontana 6 - 1.5" 0 Fiber Optic Conduits 5 18" 0 Future Utility Opening 62 - 5" 0 Conduits for Future Use. 7Sunesys 1 - 4" 9 Conduits for Future Usemj 8 1Y2" 0 Conduit for Bridge Mounted Sign & E I ectro I i er. See "Bridge Electrical" sheet In Road Plans for Details. :D 9 2" 0 Conduit for Future Bridge Electrical. See "Bridge Electrical" sheet in "Road Plans" for Details. 00 NOTES 1 . Bridge sections are symmetrical about centerline Cypress Ave unless Otherwise note 2. For additional top slab reinforcement, see "Girder Reinforcement - Top" sheet. <(I 3. For additional bottom slab reinforcement, see "Girder Reinforcement - Bottom" sheet. 4. Girder re i of shall be continuous through bent W cap. Only Service Level Splices shall be allowed within 12'-6" from the face of the bent cap. Typical all girders. w 5. For soffit access opening location see "Girder o Reinforcement - Bottom" sheet. w 6. For Manhole location see "Girder Layout" and "Girder Reinforcement - Top" sheets. LEGEND: w • Indicates Continuous Reinforcement. 0 0 Indicates Additional Slab Longitudinal Reinforcement. 0 w 0 CONTRACT CHANGE ORDER N0. -,Lij SHEET = OF BRIDGE NO. CYPRESS AVENUE OVERCROSS I NG� w 54-1280 POST MILE TYPICAL SECTIONLd 15.73 :�i a DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY1 SHEET OF z � LLJ EARLIER REVISION DATES q/ 07 �87 10 07 5/16/08 22 33 � Abut 1 Brg Sta 61+99.55 Deck Drain,Typ ��-------------------- is Stru Appr ---t-------- Typical Deck Manhole rB7-1 1 �� 1 EaPer Span Tot 4, G2 G3 G4 G5 LEGEND 12 Indicates Min Girder Width in Inches � Indicates Deck Drain Type D-1(Mod) Per B7-6 (Locate as Close as Possible to End Diaph) see Girder Reinf-Top � sheet for location Drain Pipe, See "Deck Drainage Details" on rB7-8 i � Bent 2 Bent 3B7_� � Bent 4 � Abut 5 Brg Girder, ce f TxPter Exterior I yV-1 Vent, Typ I /� Edge of Deck Sta 66+44.60 I / I � � Deck Drain Typ 12 (� 12 - - - - - ------ 12 - - - -----qT12 - - - --------- 12 12er- - - -See Hu SeeNote 3, Typ I Hu CHECKED 64 N. MorciIlo -- 12 Typ --- 12 Typ----- 12 --- ----I-,��See Typ--- ---- 12 Typ ----- - -------- 12 Typ--- _ ---- 12 Typ--------- 14 Typ-- - -f_ - - -- - Note 3, Typ� I- O o --1 2 --i L . . . . . . . - 1 2 - - -----1 2 -i SHEET - - - - F� 2 - -i - -- 112 --------- 2 1 2 1 8 � ------------------------- ----- ------------ - L V --------------------------- of Deck Ga��eer, of Typ er i or �_End Diaph DIST COUNTY ROUTE ' '"11 1 v'r1` TOTAL PROJECT No SHEETS 8 SBd 10 15,73 R1 135 5/16/08 REGISTERED CIVIt ENGINEER DATE �p QRot:ESsION. � R i chard N . til Cam bell z NS APPROVAL � No. C43834 rn PL DATE A A A � xp, 6/30/09 � The State of California or its officers or agents shall not be responsible for the wwracy or \s�q CIVIL 1P cmpleteness of electronic copies of this plan sheet. CAL ' i 8353 SIERRA CITY OF F O N T A N A FONTANA, CA 92335E PARSONS SUDITEIB-12o EMPIRE BLVD. ONTARIO. CA 91 764 --Utility Opening,�Typ See Details on Abutment Details No. 3 sheet —CL Cypress Ave ..,--Extend Drain Pipe 5'-0" Past Structure Approach Slab, See Road PIans For Drain Pipe Connection Details Typ a 11 4 Corners B7-8 - Girder Typ BB or EB 3'- 0" ctu re oach , �a i � � I See Joint Protection • Detai I on "Abutment Details No. 2" Sheet. Lo Q) c� ._ C: Y 00 J o _rN d- _ # �Q #5 Q 12 #5 a 12 in Drop Diaph Geocompos i to Drain BO -5 or BO -5 5-10 5-11 BO -5 3" Cir 5-11 Limits of & Distribution Reinf #6 Tot 5 i 4" F i I let #6 Tot 6 #6 12 #6 L1 a 9 #4 -� # 5 4" F i I let #6 u Tot 5 Face of Abut Wall GIRDER LAYOUT Continue Deck Longitudinal Reinf into Diaphragm � End Diaph _ 6'- 0" #5 o a 6 Place Parallel to Girders and Space Along CL Abut Prestress Anchorage Recess and Gri I Iage NOTE: � Norma I to CL Abut _ wJJ 1"l���t �1 Add #8 Tot 4 16'-0" Girder Flare Typ BO -51 or BO -5 1 10/ 5-10 5-11 -) #6 Tot 6 Extend into overhang NOTES: BO -5 1. For Longitudinal Section and. Camber 5-11 D i aghragm, See G i rder Detail s Sheet. 2. Transverse deck reinforcement to be placed paraIIeI to of Bent. 3. Soffit access opening, 1 ea "Girder � per span,Iota 1 4 per Utility as shown. See G i rder Re, nforcement Bottom sheet for location. =SUIL.T ER NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED Ey: I ` `p1 �(O Date: a x It to 4K-. Approval: �Q•'e�`� Huu Reinf i it uT � II I I I Prestress Anchorage #6J 9 l�- � � j Extend into Overhang #51J m 6 See "Longitudinal Section" I 6'- 6" on "Girder Details" sheet TYPICAL SECTION AT GIRDER PT ANCHORAGE #4 4 6 Ty Bottom Slab 6'- 6" Transv Deck Reinf � Abut Brg TYPICAL END DIAPHRAGM SECTION DESIGN OVERSIGHT Li l y S u n SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) " = 1,_o�� %2 7/14/09 Add Soff I t Access Open I ngs to SCE Ce I I a 6/12/09 Rev I se SCE & AT&T Ut i I i ty Open I nqs MK DATE DESCRIPTIONS REVISIONS BY DESIGN S. Mullan I RC DS YM RC/DS DETAILS BYP P. Jonhson BY CH' D QUANTITIES UANTITIES S. MullonQi I/211 _ 1 ._Oil NOTE: For Reinf not Shown, See "Typical End Diaph Section" this sheet CHECKED S. Hu CHECKED S. Hu CHECKED 64 N. MorciIlo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA H. Mobarek PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I I I I I 1I GU 08224 0 1 2 3 EA 467701 F I EE _> REQUEST � Edge of Deck i � Std Hook or Headed Re rM N � Ext Tendoitf 4/-611 Add #8 Tot 4 _-- #6 9 w Place Norma I to CL and Space Along CL 64 Abut Brg POST MILE Add #8 x 8'-0" Tot 4 0 W 0 Symm About LC Tendon L . . . . . . C_ Int Li SHEET Tendon � #6 Ll 9 Through PT Recess SECTION A -A 11 Y2 1 —0 CONTRACT CHANGE ORDER N0. 6 SHEET .� OF BRIDGE NO. CYPRESS AVENUE OVERCROSS I NG 54-1280 POST MILE GI RDER LAYOUT 15.73 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET EARLIER REVISION DATES 4,11T/07 8 07 1 10 /07 5/16/08 1 23 Li w a OF z 33 �� Ln QQ -iw .m N E - z cn w -o �V) 0 cn — w Cf)> - L �O 4- U � L I U7 � L9 Cn t9 as ua C e`o as �/yMM LL W r- z J W nI nJ Edge of Deck G1 - G2 - A G4 - G5 - Imp G7 - �Mm � Abut 1 8rg � Span 1 25'± MH 501, I 1� I 28' DWI -i 451 15' Ii Bent 2 Bent 3 I � Span 2 I 23'± � MH i 22� 22' i 22 7 3 'Do- 17'F Ir . - -2101 � Span 3 Bent 4 � Span 4 � 251-+� MH � 40'± _ � MH 28' i 25' � � 1� I I 0 13' I 17' I � � � 15- � Abut 5 Brg i 60' i 55' i---- Face of Exterior &- � TyP e ------------- ------ ------- ---- ---------------- ------ -- ---------- ------ ---- ilii � I ---- - - --- — ----------- -art---- _ =_---- -_ = =_ =_——, ----- --_---- �--_-_ — --- =- _-- -- i-�--= —_ - ==- -- -- --- �- - ------ -- - ----- ------ - -- — - — — - — - — — - - — - — - — - — - — — - II� �I� III III I I I I I I j�� III —tom=— —__=_=_=- -=-=-=�—�-- _—_—_— _—�--- _—_ - _— _ _--_ —=�--= _=_=— _— __--- —_ .—_=--� --__= —=—_— SII ISI I --- - - - - - - - - - -- - �.T1 Girder, Typr= 1 � DIST COUNTY ROUTE S TO ALT PROJECT SHEET No lUlAL SHEETS 8 SBd 10 15.73 127 135 INS' 5/16/08 ESS te,�q REGISTERED C I V I ENGINEER DATE Q.of �o t R i chard N. Cam bell W No, C43834 PLANS APPROVAL DATE W. /� Xp, 6/ 30!03 The State of Col i forn is or its officers or agents D I I P shall not be responsible for the accuracy or 4 ti OP caWleteness of electronic copies of this plan sheet. CAL 8353 SI CITY OF F O N T A N A FONTANAERRA CA 92335E PARSONS su°TEIBLA20DEMPIRE BLVD. ONTAR I O v CA 91 764 Edge of Deck # $ x 601# # 8 x 30' � # 8 x 301 `� �� , 4 per Ba 8 x 50 # 8x.44 r Ba # 10 x 53 P y � 7 per .Bay, 2 per Bay, 7 per Bay 2 Pe y' 7 per Bay Tot 4 9 , Tot 2 8 Tot 14 P � Tot 14 Tot 49, Tot 49 DESIGN OVERSIGHI L11 l y Sun 21 D SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ADDITIONAL TOP LONGITUDINAL REINFORCEMENT Scale: 1" = 20'- 0" Longit 1 " = 10'- 0" Trans BY DESIGN S. MuIIangi BY DETAILS P. Johnson QUANTITIES By Mullangl CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIlo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Face of Exterior Girder, Typ # 8 x 70' 4 per Bay, Tot 28 .....NOTE S AS -BUILT NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET .❑ THIS SHEET DELETED By: -Rf: Approval: 1. Alternate the longer and shorter bars. 2. The additional bars shall be distributed between the inside face of the girders. 3. No lap splices allowed in additional top longitudinal reinf. 4. Mechanical "Service" splices of adjacent bars must be staggered at 3'- 00 Ln Ln ao N LJ 0 w 00 O O N N N Ln W O I nn 1_J W a 0 N O N O PREPARED FOR THE BRIDGE No. AVENUE a STATE OF CALIFORNIA H. Mobarek 54-1280 ..CYPRESS .OVERCROSSING PROJECT ENGINEER POST MILE - GIRDER RE I NFORCEMENT TOP Lu DEPARTMENT OF TRANSPORTATION 15 Q CU 08224 DISREGARD PRINTS REVISION DATES (PRELIMINARY STAGE ONLY) SHEET REVISION BEARING DATES 25 OF z w 3 3 O 1 2 3 E A 467701 EARLIER REVISION q /07 07 1 /OZ 5/16/08 F I LE -> H: \646713 I -1 0-CYPRESS\SHEET\BR I DGE\PS&E\54-1 280r I -0-g i r- rf01 . dgn G1 G2 - G3 G4 G5 G6 - G7 - �M= Abut 1 Brg i I # 11 x 50' I 8 per Exterior I 01 Bay, Tot 16 I 6,_6.. Bent 2, Typ I Typ Bent 2 27' I 23' 23' i 27' I 1 I Typ -Face of Exterior Girder, Typ Bent 3 27' 23' ��� 1 771 1 # 11 x 50' 8 per Exterior Bay, Tot 16 Bent 4, Typ 27' "1-21 Bent 4 T 25 / I moo' 1 '� Span 4 � Abut 5 Brg 12 24 8�� 20' 1-6/-6 � 1 Typ -------------- - ------------------- ---------- f -=-E Ili --- — --- -- — — ----------------- - -------------------- - a L i - iii - — - — - — - — - — - — - — - — - — - I L -- --- I I — 1 6 t — — — — — — — — — — — — — — �l III 17 ��------- - --i i --------- ---- Fe 1-- - - � SII � SII 0 I I III O 0 O SII -------------- —-------- ---——— — — — — ——---------------- IIII• I � II - - - - - - �-d - - - � •I I •II -�_ - - - - _-------= -—--------------------------- _--- _ _ = - �= =_= == = __ = = == _ --- _ - -�- -- —----�-CGirders Typ-- --------- ------------- -- # 11 x 50' # 11 x 50' # 11 x 50' 7 per Interior 5 per Bay, 8 per Interior Bay, Tot 35 Face of Tot 35 Bay, Tot 40 Bent 2, Typ Exterior Bent 3 only Bent 4, Typ Girder, Typ ADDITIONAL BOTTOM LONGITUDINAL REINFORCEMENT Scale: 1" = 20'- 0" Longit 1" = 10'- 0" Trans 14- 1, 1 U I '.) per Bay a■A'Tr C . DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 8 SBd 10 15.73 R1 135 14a4oce /V 5/16/08 e�°F ES S Inti REGISTERED CIVI ENGINEER DATE �Ci q� Richard N . g C bellrn z N S APPROVAL V � No . C43834 rn P L A DATE XP. 6/30/09 The State of California or its officers or agents shall not be respons ibl a for the accuracy or s�q CIVIL stip completeness of electronic copies of this plan sheet. � OF CALM` CITY OF F O N T A N A 11353 SIERRA FONTANA, CA 92335E PARSONS SUIDTEIBLA2DD EMPIRE BLVD. ONTARIO. CA 91 764 .0w _ A BUILT 9 NO CHANGES ON THIS SHEET ❑ CHANGES AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED In By: I �J I k q -L � Date: w ` JZ -.E. Approval: 1. Alternate the longer and shorter bars. 2. The additional bars shall be distributed between the inside face of the girders. 3. No lap splices .aI lowed in additional bottom longitudinal relnf. 4. Mechanical "Service" splices of adjacent bars must be staggered at 3'- 0. LEGEND: 10 Soff i t Access Open i ng per 814- M For Transverse location, z see "Typical Section" sheet. �w r`I CONTRACT CHANGE ORDER N0. SHEET _ OF DESIGN OVERSIGHT Li I y Sun SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) /1 7/14/09 Add Soff i t Access Open I ngs I n G6 -G7 Bays MK DATE DESCRIPTIONS REVISIONS BY DESIGN S. Mullan i BY YM RC/DS DETAILS P. Johnson H' D BY C QUANTITIES BY S. Mul lanai CHECKED S. Hu CHECKED S. Hu CHECKED N. MorciIIo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION H. Mobarek PROJECT ENGINEER I I I I I I CU 08224 O 1 2 3 EA 467701 FILE _ > $REQUEST BRIDGE NO. 54-1280 CYPRESS AVENUE POST MILE OVERCROSS I NG 15.73 GIRDER REINFORCEMENT - DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) EARLIER REVISION DATES q /OZ 1 Vr/"0'711 UT1 /07 1 5/16/08 BOTTOM SHEET OF W `G I 0 w 0 w W w a z w Struct Approach Encase Plate and Conduit in Lean Concrete by SCE 5,_0il poe °o o e 4 o o 0 ° °o o0 %2" Thick Plate = width of Utility Opening minus 2". Epoxy coat all surfaces by SCE Expansion Anchor, 3/4" 0 Stud (Tot 3) with Hex Nut and Flat Washer (8" min spacing). Locate at center of Backwall by SCE NOTE: 1, For Additional Details see "Bridge Electrical" sheet in "Road Plans". Chain Link Railing (Type 7 Mod) H_7,_Oil _--� rB1-52 Smooth Conc Band -� M Face of Barrier Recess N .L 1Y2 + v Fractured Rib Texture �imom Mortar or Concrete in Abutment Backwall �!9 "Structure Bond Connection Detail" this sheet Structure Bond Cable Electrical Conduits by SCE Rubber Splicing Compound to make smooth surface for Tape -Wrap (No Voids) Tape Wrap. Leave cle and Dry (No Coatings) NO CHANCES ON THIS SHEET El AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED r G i e. / C Date: -R-E Approval: k'� Exothermic Weld Copper Cable to Rebar .lectrical Bond Cable. /0 AWG, Type THW Copper H L J � I Dedicated #4 \ or larger Bar Abut 1 shown, Abut 5 similar (20'-0" min length) SCE OPENING DETAIL AT ABUTMENTS Y4 0 11 TyP 'Y2"± STRUCTURE BOND 0 Projection CnNNFf_TI[1NI I1GT D 11 Structural Section _FRACTURED RIB TEXTURE _(PROJECTING) DETAIL 1Y2" 0 Conduit Note 1 2" 0 Conduit Note 1 Slope 6'-6" No Scale 3'-6" Min 1 /-oil Min -2- 5"0 Conduits for Future Use per rB11-54 6 - 1.5" 0 Fiber Optic Conduits in West Side Sidewalk only CONCRETE BARRIER (TYPE 26 MOD) r,,11-5, (EXCEPT as SHOWN) (TYPE 26A MOD) SIMILAR oil 7/20/09 Show Barrier Conduit for Bridge E I ectr i ca I RC RB , 7/14/09 Added SCE Deta i I e m Abutmenta RC DS DESIGN S. Mullan I DESIGN OVERSIGHT 9Y L I I y Sl, n � 6/12/09 Rev i ee SCE & AT&T Ut 1 1 1 ty Openings YM RC/DS DETAILS MK DATE DESCRIPTIONS BY CH'D P. Jonhson BY SIGN OFF DATE REVISIONS QUANTITIES , DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) West C ras hwa I I 2' -oil T No Scale Cypress Ave = �. Bridge East DISTI COUNTY ROUTE rvJi MILt5 SNttl TOTAL TOTAL PROJECT No SHEETS 8 SBd 10 15.73 1129,135 61;6x� 5/16/08 REGISTERED CIVI ENGINEER DATE 0 Q?,DFESS jONq <' Richard N. C beI z PLANS APPROVAL DATE aWc No. C43834 The State of Col i forn is or its off i cars or agents 4, xp. 6/30/09 shall not be re6ponsibl a for the o=racy or ��q CIVI tip completeness of electronic copies of this plan sheet. of CALt1# CITY OF F O N T A N A F8-353 ONTANAERAVENUE CA 92335 DTEIgLA2O EMPIRE BLVD. PARSONS SUI ONTARIO, CA 91764 Fractured Rib 1 External Column Between Columns (Typ) #4 C m 12 SECTION B -B #5.411% n 7 4'-9" Rad Fractured Rib Tex - Between Columns or Freeway Side Only Ty p Both Ends Y2 0 � External Column M ,.1 's Top -ain Cont 2 � a 12 was 'na e, Typ #5 a 12 i 1 1 I I 1 1 I I I I I I I I I I 1 ,- 3„ T 1 1 I I I I I I I I I I J t' OG/FG I I I I __ I I --------- --- A #5 0 12 1 I 1 - F T - T 7 - --1 -1 - -1- f - F T - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I`r3 U —4'1,4' —i^Ci— ^CE' ��c�' J^L —11��L _n"'L Jh,L CHECKED S. Hu CHECKED S. Hu CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS CRASHWALL ELEVATION PREPARED FOR THE STATE OF CALIFORNIA H. Mobarek PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I I I I CU 08224 0 1 2 3 EA 467701 E I LE _ > $REQUEST 1*5 Q 1 SECTION A -A TYPICAL CRASHWALL SECTION Y2 1 0 CONTRACT CHANGE ORDER N0. 6 SHEET _ OF w 0 w 0 W NO. 54�,Zaa CYPRESS AVENUE OVERCROSS I NG U9 = PLE ,5.�3 MISCELLANEOUS DETAILS �q a DISREGARD PRINTS BEARING ISION DATES (PRELIMINARY STAGE ONLY) SHEE T OF z EARLIER REVISION DATES __j E77 P/7071 /16/08 2 7 3 3Lij QQ Ln Q9 -1 W Wrn W �Q N �- �- z co w -o 14- 0 0 - W arr, z� c� L CD U i L W Cr CID o� f- z W W n n End of WinnwnII .. I ..,... -%, r- v 30'- 0" See "Approach Slab Transverse Contact Joint" Tel hlo SKew ,> zuw Pay Limits For Structural Conccrete, Approach Slab � See "Abutment Tie Deta i I "Transverse Contact #5 Bar Chairs 4 3'0' - Jo I nt see Note 5 Transvers i ty and 4'-0"± — L #6 Q 12 Longitudinal #5 Cil. 12 0 — "b" Bars �l / ♦ U r __� took %4" Drii Groove N L (D� � � #8 CA 6 �� #5 Q18 v ~ "a" Bars Filter Fabric SECTION A -A Geocompos i to Drain See Note 2 t � �0*1*.Wftft .. woo� DETAIL B Match Deck Overhang See "Detail B" 4" 1 I Fractured Rib GeocomP os ito i drain DESIGN OVERSIGHTU11- i I y Sun �1 C8 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) No Scale Chain Link Railing Type 7 Concrete Barrier Type 26 (Mod) For Details see, "Miscellaneous Deta I I s sheet #5 Cont Tot 4 2'-0" TYPE E -Y SECTION C -C Roadway Pavement Lane L i ne,Typ STRUCTURE APPROACH - END STAGGER DETAIL See "Detail A" `_ See "Road Plans" 3" Slotted Plastic Pipe see Note 2 Structure Approach -#6 412 Sealed Joint #5 Cont Tot 4 "a" Bars _ TPB #5 x 4'-0" 4 5 Backwa I l - 2' #5 6 3" - %"Expansion Joint Filler M R < 2 ., 2 Y2� W1 .. INFOST4 Contact --A Joint for AC Pavement BAR CHAIR DETAIL, #5 tot B I ockout for Joint Seal Assembly N r #5 x 2'-0" Q 12 BackwaI I - a _I d - Contact Joint for PCC � Pavement DETAIL A 12'_ 1 2 " M n #5 a 6 � \#5 a6 1:1 AS=BUILT J4 NO CHANGES ON THIS SHEET Q CHANGE: AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED Ey: Mt�,e_to AlA e.r��l Data: g 18 l l RrE-Approval: APPROACH SLAB TRANSVERSE CONTACT JOI WITH AC ROADWAY DISTJ COUNTY ROUTE ' "`" "' + `"' TOTAL PROJECT """ ' No ,H" ' �` SHEETS 8 SBd 10 15.73 131 135 Stagger lines 24'- b... 20 - 45 P N use (Deta i I A} ---End of > 450 Parallel to face Stagger at each of P N use (Detail A) lone line. STATE OFCALIFORNIA H. Mobarek 5 4 1 2 80 Structure Approach �W_49,a& E. Verduzco N. Morc 1 I l o BY CHECKEDSTRUCTURE bA 5/16/08 oFESs 10* PROJECT ENGINEER (o REGISTERED CIVI ENGINEER DATE oQ� 'C�p +-C- R i chard N. 15,73 7 Cam bell i See Note 3 No. C43834 PLANS APPROVAL DATE ---------------�-------- + C � . 6/3x/09 � xp /The z 4R I G I NAL SCALE IN INCHES FOR REDUCED PLANS N State of California or its officers or agents CIVIL �q) 30 /—oi . M in E shall not be responsible for the accuracy or tiP cogDleteness of electronic copies of this plan sheet. OF CAL v EA 467701 #6 x 8'-0 P " To a 8353 SI CITY OF F O N T A N A FONTANAERRAO CA 92335E and Bottom Tot 6 �'� 3602 INLAND EMPIRE BLVD. PARSONS SUITE B-120 �� 30 -0 MIn PCC Roadway ONTARIO, CA 91764 Pavement STRUCTURE APPROACH - END STAGGER DETAIL See "Detail A" `_ See "Road Plans" 3" Slotted Plastic Pipe see Note 2 Structure Approach -#6 412 Sealed Joint #5 Cont Tot 4 "a" Bars _ TPB #5 x 4'-0" 4 5 Backwa I l - 2' #5 6 3" - %"Expansion Joint Filler M R < 2 ., 2 Y2� W1 .. INFOST4 Contact --A Joint for AC Pavement BAR CHAIR DETAIL, #5 tot B I ockout for Joint Seal Assembly N r #5 x 2'-0" Q 12 BackwaI I - a _I d - Contact Joint for PCC � Pavement DETAIL A 12'_ 1 2 " M n #5 a 6 � \#5 a6 1:1 AS=BUILT J4 NO CHANGES ON THIS SHEET Q CHANGE: AS NOTED ON THIS SHEET ❑ THIS SHEET DELETED Ey: Mt�,e_to AlA e.r��l Data: g 18 l l RrE-Approval: APPROACH SLAB TRANSVERSE CONTACT JOI WITH AC ROADWAY WITH PCC ROAD1�""`� APPROACH SKEW PAVEMENT PAVEMENT 0 Parallel to face Parallel to f e < 20 of Paving Notch of Paving Notc 0 0 Parallel to face of Stagger lines 24'- b... 20 - 45 P N use (Deta i I A} to 36'-0" apart. > 450 Parallel to face Stagger at each of P N use (Detail A) lone line. NOTES: 1 . For details not shown,see, Structure Plans, For MR _< 2" ,adjust bar re I of orcement to clear a-- sawcut for sealed jointwhen n required. 2. For, drainage dea i I s,see "Structure Approach Dra I nage Details' sheet. 3. on i tud i na I construction �'ointswhen permitted by �he Engineer, shall be ocated on lone lines. 4. Remove a I I po I ystyrene to a depth of 2" and aint gray to match concrete. P c 6 5. For transverse contact �*oint with new PCC paving,C\IJ1 .3refer to Standard PIan0 N 3 15. At the contractor's option, approach s I ab Ln /8 Expansion I ontransverse re I nforcement may be placed para I I e I Joint F I I I er to, paving notch. Spacing of transverse11 M R > 2 - reinforcement nforcement i s measured along CL roadway. Li 0 W SEAT TYPE ABUTMENT TIE DETAILS ( SEE NOTE 1 )Li F I LE - > H : \64671 3_ I -1 0-CYPRESS\SHEET\BR I DGE\PS&E\xs3-1 20. dgn N 0 N BY CHECKED DESIGN S. Mul lan i R. Cam bell P PREPARED FOR THE BRIDGE NO. -OVERCROSSING AVENUE_ 0 8Y CHECKED DETAILS STATE OFCALIFORNIA H. Mobarek 5 4 1 2 80 E. Verduzco N. Morc 1 I l o BY CHECKEDSTRUCTURE PROJECT ENGINEER POST MILE APPROACH T N(30S) � QUANTITIES S. Mu I I an i N. Morc i 11 o DEPARTMENT OF TRANSPORTATION 15,73 Q REVISION DATES (PRELIMINARY STAGE ONLY} SHEET OF z 4R I G I NAL SCALE IN INCHES FOR REDUCED PLANS CU 08224 DISREGAEARL I ERRREPRINTS S I ON DATES q/ 07 1��07 10/ /OI 5/16/08 2 9 33 o 1 2 3 EA 467701 F I LE - > H : \64671 3_ I -1 0-CYPRESS\SHEET\BR I DGE\PS&E\xs3-1 20. dgn E U) Ln Cn v .o 0 O � a_ E Op. Jo "SE FC .JJ > J �m F_ z J w Out I ets "Road P I Edc Foc Outlets, see Road Plans Toe of S I open e I; N Geocomposite o4I I ' Drain 11 I I ,I II 1, Structure_'1_1� Approach ,1 CV I 1 i1 I II I I Retaining Wa I I II E ,1 II ,1 11 ,1 II ,1 II ,� II ____ ___====�11 I1, III, I II II I, UU ABUTMENT 1 PLAN SECTION E -E v Toe of Slope See Detail J Dra i n to Curb Face, Typ E co N II Geocomposite F ;; Drain ;; 0 II ,I C Structure Retaining o „ Approach " ,' Wall II I II ,I o II I1 (0G ,I 4— AG E II , •— II ,I J II I� II ,I T 1------__-__� _____� ====J OutIets,see "Road Plans" 3" Dia Unslotted Plastic Pipe in ABUTMENT 5 PLAN Tee Connection Out I ets, see "Road 3�� Plans" Mi 4" Dia Drain K Back Face of Abutment Drain Pipe DETAIL J pe oting NOTE: Bends and junctions in 3" Dia plastic pipe are 2'-6" radius min. DESIGN OVERSIGHT Li I y Sun SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) �--3" Dia Plastic Pipe K v� 2-#6 x 4'-0' 7 12" 2, -oil Optional Const Joint Wall I Reinforcing I I I I I � I I I Drain Concrete Paving Varies Drain Pipe - DIST COUNTY ROUTE rvo 1 M 1 LGJ JIIGG I I v I ML_ 301-0" -Limits OfTOTAL PROJECT No SHEETS Geocomposite Drain End of g SBd 10 15.73 132 135 Approach —1:�i I Slab 5/16/08 REGISTERED CIVIt ENGINEER DATE Q�oFESs joN� k1 Richard N . 0 Cam bell z rn 3„ D I a � No. C43834 rn PLANS APPROVAL DATE X . 6/30/09 Plastic The State of Cal i forn i s or its officers or agents p Pipe shall not be respons ib/e for the accuracy or ��-4 CIVIL tip (U n s I o t t e d)completeness of electronic copies of this p/on sheet. CALF CITY OF F O N T A N A FONTANAE,RRA CA 92335E PARSONS SU0ITEIBL12DO EMPIRE BLVD. ONTARIO CA 91764 Daylight to 13" Dia Plastic Pipe 1 Curb Face (Slotted) AS-B(¢IL'� Geocomposite Drain Filter Fabric Cut . Hole for 3 Dia Pipe D J D D 3" Dia Plastic 0D Pipe (Slotted) + ° TPB D D 4" Drainage Pad 12" (Minor Concrete) SECTION K -K .11 � Bend Reinforcing) � (Ur to Avoid Pipes Wall Footing / SECTION H -H Q 10/5/09 Added Abutment 5 p I an , Deta i I J, Section I -I, Section G -G and Section K -K MK DATE DESCRIPTIONS BY DESIGN S. MuIIangi BY SM US DETAILS E.Verduzco BY CH' D QUANTITIES UANTITIES S. MuIIona i Top of Footing I CHECKED R. Campbell CHECKED N. Morcillo CHECKED N. Morcillo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS T( 1 See "Drainage i�o Ci°�AHGEs o� THIS SHEET D e t a i Is" 0 CHA� :G9Ec AS NOTED ON THIS SHEET 0 THiZ SlIEET DELETED By: Note: All piles not shown D U -t e: j RR:fi. Approval: ABUTMENT 5 RETAINING WALL WINGWALL �Q- 0 SECTION G -G U ' SECTION 1-1 , NOTE: Bends and junctions in 3" Dia < plastic pipe are 2'-6" radius min. w 1 PREPARED FOR THE STATE OF CALIFORNIA H. Mobarek PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I CU 08224 0 1 2 3 EA 467701 FILE _> REQUEST End of Approach Slab 3" Dia Plastic Pipe (Unsic 30'-0" -Limits of Geocomposite Drain See "Drainage Details" Note: All piles not shown ABUTMENT 1 RETAINING WALL WINGWALL SECTION F -F Geocomposite Drain Filter Fabric 3" Dia Plastic Pipe (Slotted) TPB Geocomposite Drain Filter Fabric D D D 3" Dia Plastic Pipe D ( Slotted ) D D D ° TPB + D D Top of Abutment 4" or Retaining Wall Footing Drainage Pad 12 4 (Minor Concrete) WITHOUT FOOTING WITH FOOTING ABUTMENT DRAINAGE DETAILS. CONTRACT CHANGE ORDER N0. SHEET _ OF BRIDGE NO. 54128 CYPRESS AVENUE OVERCROSSING 0 POST MILE STRUCTURE APP 15.73 DISREGARD PRINTS BEARING REVISI01 EARLIER REVISION DATES 6/ 7 7/1R 7 10, I I ROACH DRAINAGE DETAILS w Q I DATES PRELIMINARY STAGE ONLY SHEET OF z o' 7 5/16/08 1 1 1 1 1 1 30 1 33 Face of Barrier z 4%2" Q 6" Max Centers 1 !/2 Stagger O o i ------- Place Anchor Bolts for Steel Plate Barr I er on Approch i ng Traffic End SM°k �q9' cel ger hers 0 •� o O p Q 0 O o 0 o 0 0 o'���, ftft O 3/8 0 Open Holes m 18 U PLAN Splice D BOLT & PLATE LAYOUT, Q11 loll VIEW B -B %6" Gap 1/411 Bar 2 x 1/4 x 5 � 3 „ � _ Note A /4 - N B Steel Plate Barrier Steel % x 8%2 x 18 Bend to Plate Y2clr Match Face of Barrier Barrier---- C1l=f'71f%K1 n -n CO E 811 10 2" 211 Steel Plate �---•; Barrier r------ -------1 I Ij `jl I Steel Plate + Barrier ; t'+') + 4 ne E VIEW C -C 7t Top of Dec %6" Gap Face of Barrier A See "Plan Bolt & Plate Layout Rnr 4 X4� R=3/411 L 4 X 3 X %2 A Stop on High Side of Deck HIGH SIDE BARRIER DETAIL i .ti SKEW < 20° SKEW > 20° W V A325 1Y4" Reach Torque to 150 ft lbs Bar 4 x 3/4" - Paving Notch or Closure Pour Limits -- L 4" x 3" x 1/2" 1 Y$" Chamfer - I 2" Cir ' Typ F .�r.x�p-�, .. Y+,. ^3-'A•.�F Ry _""Cd.". aTe'7���. ,^!.P• "^mrT F"T]°M.r_"ll4lR"� k Cir: M N Va a Date: SIte/lo 44-E. Approval %2" m Max Temp - Exact Width to be Determined by the Engineer Normal to Joint % x 8" Anchor Studs Q 9" ± (6" Long in Overhang) 3/16" x 13" Wide' X16 Gap - Sheet Neoprene Steel Plate Barrier - Bar 6 x % x 18 _ _ `N 1/4" Bevel 4" II II 1 Y2 1 Y2 5�6 DIST. b ROUTE O " TOTAL -- Qop 11 TOTAL PROJECT NO. SHEETS o 0 SBd 10 15.73 133 135 1 Y411 11 v 11 J'� I 2 '1 II _1 1 Face of 1 " 11/4 Barrier E 811 10 2" 211 Steel Plate �---•; Barrier r------ -------1 I Ij `jl I Steel Plate + Barrier ; t'+') + 4 ne E VIEW C -C 7t Top of Dec %6" Gap Face of Barrier A See "Plan Bolt & Plate Layout Rnr 4 X4� R=3/411 L 4 X 3 X %2 A Stop on High Side of Deck HIGH SIDE BARRIER DETAIL i .ti SKEW < 20° SKEW > 20° W V A325 1Y4" Reach Torque to 150 ft lbs Bar 4 x 3/4" - Paving Notch or Closure Pour Limits -- L 4" x 3" x 1/2" 1 Y$" Chamfer - I 2" Cir ' Typ F .�r.x�p-�, .. Y+,. ^3-'A•.�F Ry _""Cd.". aTe'7���. ,^!.P• "^mrT F"T]°M.r_"ll4lR"� k Cir: M N Va a Date: SIte/lo 44-E. Approval %2" m Max Temp - Exact Width to be Determined by the Engineer Normal to Joint % x 8" Anchor Studs Q 9" ± (6" Long in Overhang) 3/16" x 13" Wide' X16 Gap - Sheet Neoprene Steel Plate Barrier - Bar 6 x % x 18 _ _ `N 1/4" Bevel 4" II II 1 Y2 1 Y2 5�6 DIST. COUNTY ROUTE POST MILES SHEET TOTAL • Spring & Summer TOTAL PROJECT NO. SHEETS 8 SBd 10 15.73 133 135 / 5/16/08 O REGISTERED ENG I EER - CIVIL Richard N. Carrpbe I I NO. C43834 �D PLANS APPROVAL DATE Exp. 6/30/09 The State of Ca 1 i forn i a or i is off i cars or agents9l CIVIL shall not be responsible for the accuracy or F OF completeness of electronic copies of this plan sheet. Recessed Hole Typ. 3/4" Hole in Bar and Angles Typ Top of Deck T 1 - Use Installation BoIis Extended %2" 1 Min and Coat with Bond Breaker. After Concrete has Cured, Remove Instal I at 1 on Bolts, Instal I A325 Bolts and Sheet Neoprene I I I i Tack Weld Nut to Angle at 2 Locations I 3/6 x 13" Wide Sheet Neoprene �-- Closure Pour Limits I I Match Existing Joint I: Width for Closure Pour , Note Stagger Anchor Studs @ 4y2"+ 1 1 1 on Centers us Alr'I 1km 1 I �Bar 2x1/4 x5 ' • • Initial Pour Limits Expanded Polystyrene Note A C ''`'" SECTION E -E Match Slope of Barrier or Curb Face Steel Bar 4 x 3/4 Plate Barrier Y16" Gap Bar 4 x %2 See "Plan Bolt ; •�`� & P I ate Layout"OV ; Bar 4 x 3/s" Tight Fit '/4 3/6" x 13" Wide Sheet � 6„ � Neoprene B � LOW SIDE BARRIER DETAIL ( See Note B STANDARD DRAWING RELEASE 1/ 08/ 07 DESIGN BY H. HERR CHECKED r. OEL/S DATE DETAILS B Y R• y�� CHECKED T. OELI.S FILE NO. X38-0109 DRAWING SUBMITTED e Y C. W. PORK/SS DATE 9/93 RELEASED BY OFFICE CHIEF i C Tight Fit 'A I 'A SIDEWALK DETAIL ( See Note B ) DS OSD 2147A (ENGLISH) (REV. xixxixx) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS SECTION A -A Joint Information "a" Dimensions Location Movement Rat i n Skew Winter • Spring & Summer MR Fal I Abut 1 3Y2" 1025/0" 21/4 1 Y411 11/411 Abut 5 3 %2" 1026'32" 21/4" 1 Y4" " 11/4 9" ± 4 %2± 4y2± 9 "± NOTES Ful l penetration butt welds may be substituted for fillet welds on all anchor studs. Alternate types of anchor studs may be permitted subject to the approval by the Engineer. Joint seal assembly to be used in conjunction with closure pour. (See other sheets for limits) . Closure pour shall not be placed until final deck surface i s within the tolerances specified. Use joint at crown of roadway, at any change in traverse slope i n deck and at changes in horizontal direction. Place otherjoints at or near lanes. All metal parts to be painted or galvanized after fabrication* Sheet neoprene shall be fabricated in one continuous p i ece or joints shall be vulcanized. Neoprene shall befabricated to bend around corners. 1 holes in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of i nsta I I at i on. NOTE A Insert assembly or expansion anchorage for 5/8" x 1y4" A325 bolt. NOTE B Use the sidewalk Detail at all sidewalk joints . Use the Barrier Detail at both sides i f -- the roadway is crowned or if the difference --4-h- elevation between the ends of the seal is 0.5' or less. NO SCALE STATE OF DIVISION OF CALIFORNIA ENGINEERING SERVICES DEPARTMENT OF TRANSPORTATION CU 08224 0 1 2 3 EQ 467701 S,�,Zeo CYPRESS AVENUE OVERCROSSING POST MILE JOINT SEAL ASSEMBLY co 0 0 N N N u7 I I 0 W J !`I 15.73 (MAXIMUM MORATING= 4") REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF I DISREGARD PRINTS BEARING EARLIER REVISION DATES q i 74 a 77 5/,6/081 31 33 USERNAME => p000I4202 H o \54671 3__ I --1 0-CYP 06_9 rom 121 CLINE 64 1 NOTES: 2.4" samples were taken using a California Modified Sampler. An automatic trip hammer system consisting of a hammer weight of 140-1b falling a distance of 30" was used to advance the drive sampler. 0 65 W 0 cc J �l C m "C" Line STA 63+30±; 10.0± 4-. Q a 14 67 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1.5.73 134 135 1 -., CA: 10/05/0 o ESS GEOTECHNICAL PR SSIONAL p L. CHEANG NO. GE 2345 PLANS APPROVAL DATE EXP. 9-30-09 The State of California or its officers or agencFo shall not be responsible for the accuracy or if CH � com p I eteness of e I ectron 1 c copies of this plan sheet. OF CALI PARSONS 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CA 91 764 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY, CA 92708 - A. ptswBUILT _ x = NO CHANGES ON THIS SHEET 0 CHANGES AS NOTED ON THIS SHEET C THIS SHEET DELETED D-.te: C g 1 . Approval: C I _j E - "'v ° 06-8 EI. +1100.1 ft +1100 Ln Q o Q +1100- 8 _ 16%2" Concrete _ BULK • EE a+_ � �°c Low _ °`v o_ w �v�C .°oo r� en � ._ C N U) L)}� E 1. +1095.5 ft SILTY SAND •(SM) • brown, moist, f i nes grained, trace medium um to coarse - a NV- a oN - 8 23 1.4 1 = - 3 sand and m ca rave I u to 1-1 /2 size " a c ' _ 0 �} O O ° c BULK �, 4" Aspha I t, 6" Base and GRAVEL SP_SM):medium dense o I i ve- n w n C La N 0 �� No_ a MD R SE W �- 0 C: �v �L SILTY SAND with GRAVEL SM of ive-brown moist fine to coarse - 1 POORLY GRADED SAND with SILT O- L - 3 L 07+ 0Q) - • LN}+O Q �0'- 00 > )• 70 2.4 2 13 0) L N 4) 47 L +- • - -- (JCL . N } U) E a .0 L rained gravel IJ to 1 "size brown dry fine t0 coarse rained rave I u to 1 size E V E O E + > > 0 L 10 90 63 2.4 1 13 4 CA DS g 9 P Z 100 0 Z 'v :3 0ZCL - U_,.-'.- 21 1 4 3 - 3 • • fine to POORLY GRADED SAND with SILT and GRAVEL SP -SM • dense, olive -brown, _• POORLY GRADED SAND w l th GRAVEL SP .dense, olive -gray, dry, 4 4 11 3 DS coarse rained rage l u to 1 size moist fine to coarse ra i ned rave I u to 1-3/4 size 16 2' - : Dose to medium dense 7 211.42 - 3 --. ' grained, P _ 51.45__ 5 w z POORLY GRADED SAND w i th SILT and GRAVEL SP SM , SILTY SAND with GRAVEL (SM): medium dense olive brown d fine to - -- o l ive- ra to dark o I d ve-brown dry to moist f i ne to coarse grained, �- E �- X coarse gra I ned, gravel up to 1 s I ze REF /6 2.4 6 grave I up to 3/4 s I ze Q+ C O C E o C +1 C L C 0 W +1080- 17 2.4 3 12 2 POORLY GRADED SAND with SILT and GRAVEL SP -SM loose o l I ve-brown t 13411.4T 7 - - 3 No Recovery C7 J T - C 0 p C a- tli • } c �olivegravel u to 1-1/4 size -- �, _ a o _ N �, �, _ �, _ ray i sh brown d to moist, st fine ne to coarse grained, ned ((rave l u to dense dark - ray, g p _J� L > 'U � ( C -N 0 g 7 7 , J P W m E Cr v, 0 - O C c . iJ G U w �- Q 2 s i ze �, L 0 - i O 0 o L L 46 1.4 4 - 4 dense, gravel up to 1'` size - ry L � X L C M Q 0 -O 0 No Recovery -, Q o �� REF/6 2.4 8 +107 z 0) (T2) OfWD 0 ^ +1070 REF 6 .4 5 1 11 3 POORLY GRADED SAND with th GRAVEL SP : very dense light ht 9 ra i sh brown 4 1.4 9 - 3 +- rY 11 . .9. y 3 dry, fine to coarse grained, gravel up to 2 size ze z Ulm _ 126116 6 - 4 SILTY SAND (SM): medium dense to dense I I ht o l I ve-brown to dark 4 1 1 POORLY GRADED SAND w I th SILT SP -SM :medium dense o I i ve-brown, dry, < zLIJ - Q - w - w e l l ow i s h brown moist predominantly nant I fine grained, ned trace medium topredominantly fine grained, trace mica, S I I ty sand foyer at bottom n z Za n m p y 9 +1060 --+ } coarse sand ravel u to 3/8 size ►- z a F- "�" 1060 62 2. ! 9 P LJ Q z W u 4 7 11 4 �-- trace mica 1 1. 11 - 18 CA SILT with SAND(ML):medium dense, o I I ve-brown, mo st, fine sand o z 0 r- w0 __j w :D� w r-. O O Un w Of w w a m �- o v cn W °= o N Q N ^ 1 3ZI 3Z I 34 1.4 8 - 1 o grave I up to 1 /2" size 5 1 1 9 DS SILTY SAND SM : medium dense, o I i ve-brown to o I ve-gray, moist, fine o 0 0 _ � LiJ w grained, trace medium to coarse sand and m ca �. +1050 0 -- +105014912.419 ::•� 11 9 1.4 [13 U � � to cf) J y Q Y p� OCI 0 d J C7 > U W CO Q w I7`" Z z O 14 1.4 1Q - 34 SILT with SAND ML : medium dense I i ht oIIve-brown wet fine / 1 111 W POORLY GRADED SAND with SILT SP -SM :very dense olive -gray, dry, cD a a � a >- cn 0 >- I- a at 9 • N I c/) cr cn cn Q Ln o cn z Q . 7 3 7 !- -- Z J o W Z a � o sand, trace mica predominantly fine grained, trace med I u m sand and m I ca Cr Cl J M !- Vl M J } (n W - 1 Q ix -1 C Z J Z J z Uj U W U +1040 w O Q w Q O L w O w O Q 50 6 2.4 11 11 3 POORLY GRADED SAND SP •ver dense olive- ra dr f I ne to coarse 1.4 1 - 1 SILTY SAND SM •medium dense to dense I i ht o I i ve-brown moist 12 Oldo a �.�� T gra I ned, grave I up to 1 /2" size predom i nant I y f i ne gra i ned, trace medium sand and mica a�� �o Q U o 0 121110 12 - 13 SILTY SAND SM : med I um dense, I i ght o I I ve-brown, mo I st, f I ne to coarse .4 1 1371 w Q Of a 0 o Q�� a IL � ca (3 U W gra i ned z w 0 q)o v � o - 0 -i r w _j >- _j + 10 30 50 5 2.4 13 12 10 W very dense, predominantly i,nant l y fine gra i ned, trace med.i um to coarse sand,11811-411--7- 11- 13 SILT with SAND ML ,: medium dense, dark ye I I ow I sh brawn, moist, - Z ' w � w > w wFE gravel up to 3/8" size ze- fine sand, trace mica ca � I n J Q J Q U J Q O¢ J Q Q Q +� > Z Q _1 W= W� O� �� JtY - • W m LL U vi 0-O �0 CL c7 t/�c� U0 C CL Terminated at Ei: +1028.6 ft ���;;;;; ®• a° ° ° 3 32 1.4 14 - 2 POORLY GRADED SAND SP dense, of ive-gray, dry, f Ine to coarse Drl I led on 12-18-06, grained, gravel up to 1 size Groundwater Not Encountered PROFILE Z � v 4- + 10 2 0 Terminated at E l. +1024.0 f t - -- VERTICAL 1" = 20' �� �_ - Drilled on 12-20-06 � _ Q Q 4-E Groundwater Not Encountered HORIZONTAL 1 - 60 V a " j cn i c) z �( 0 -n �C: oNo °0 0 BENCHMARK LL <D N \ EOL oUL W� H _ Q O L �BM J SBD -10-15.5o E I evat i on 1096.939 a) C aI- iQn ..•a- Jin a0 South I i of concrete channel at Post Mile 15.5 61+00 62+00 U Cr a- 0- a N Wan r Oil i' V �-Q a U)aCJ p. o a Q> U LL a> - O n C ca ly - C <0 J E 4- fZLI 1- o �- L �, > a c > cn n DRAWN BY V) 0 Q 0 W V c o ol ZW C L v) .� UOI ._DOOM C O ° $ o 0 U L a o 1 1 o Qz 1/& CHECKED BY V�jl X04- No m WW L CHEANG w N c 0 rr JZ WW SIGN OFF DATE . OSF GEOTECHNICAL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 2/25/05) - oN Q _ - L N a U° L Q C O II L C U I I OLrL-cEi(Oa ' N L 4- L a j I { I a°, Q1 O a e U` I O c 1 1 I ! EqlV�O o o +--0a N- 'QCL L 0 +_ lu N} N O l 1 I I I I ! N O� N'D 7 N NL�_ 2 v C O +_ I I -, , ' , 1 I 1 T- 1 I I 1_ T-4 _I_ +' 0 C m a { f I I 1 1 a 1 1 J_1. Z •-. = H N i i I I I 1. nn 1 I Qo 08�8 _rJZ mZCD O� ! t 1 U o �co�ao uo i �QOo� � - • D ti' nor O} c �a 61 ® " � 1 1 1 f 1 1 1 W C . 0 m NH -F-+- - --1-- -- -rT- L U Z 0 L�„ 1 4) L o ° 0(0W _ -0 c rn a Z a 1 t 1 ( I f l 1 1 = o _Len o a�a� H 1 f f 1 1 1 j I I 1 1 x = L , + T moo° 0 Q-4-0(LD � 1 I I I = I I I z° L oNa to _ Z ! f ► 1 I I I ,- _ _ L JL ! f 4 I f v OT 1 f , 1 11 Ij I I I L 14- _ O L 0 o L 0 - rT" o C_y o �E- E f 1 I I I I O a N U 0 E + 3 U _ cn0 Q 4) E 1.._ Q N E 0 W a Z)Z E + L - E W Q 4- C +- Q z a. z J O O v .... C. O co ZT -_-_-_ �m 2 .-. U0�+o00� _ _ __ -_ - c W N M L -� ♦1 0 co W m +1110C> N N en Lf) Lri WI LL O O N N N - O 0� C O OUl) +T1. C> r W (� z Q) + 06_9 rom 121 CLINE 64 1 NOTES: 2.4" samples were taken using a California Modified Sampler. An automatic trip hammer system consisting of a hammer weight of 140-1b falling a distance of 30" was used to advance the drive sampler. 0 65 W 0 cc J �l C m "C" Line STA 63+30±; 10.0± 4-. Q a 14 67 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1.5.73 134 135 1 -., CA: 10/05/0 o ESS GEOTECHNICAL PR SSIONAL p L. CHEANG NO. GE 2345 PLANS APPROVAL DATE EXP. 9-30-09 The State of California or its officers or agencFo shall not be responsible for the accuracy or if CH � com p I eteness of e I ectron 1 c copies of this plan sheet. OF CALI PARSONS 3602 INLAND EMPIRE BLVD, SUITE B-120 ONTARIO, CA 91 764 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY, CA 92708 - A. ptswBUILT _ x = NO CHANGES ON THIS SHEET 0 CHANGES AS NOTED ON THIS SHEET C THIS SHEET DELETED D-.te: C g 1 . Approval: C I _j E - "'v ° 06-8 EI. +1100.1 ft +1100 Ln Q o Q +1100- 8 _ 16%2" Concrete _ BULK • EE a+_ � �°c Low _ °`v o_ w �v�C .°oo r� en � ._ C N U) L)}� E 1. +1095.5 ft SILTY SAND •(SM) • brown, moist, f i nes grained, trace medium um to coarse - a NV- a oN - 8 23 1.4 1 = - 3 sand and m ca rave I u to 1-1 /2 size " a c ' _ 0 �} O O ° c BULK �, 4" Aspha I t, 6" Base and GRAVEL SP_SM):medium dense o I i ve- n w n C La N 0 �� No_ a MD R SE W �- 0 C: �v �L SILTY SAND with GRAVEL SM of ive-brown moist fine to coarse - 1 POORLY GRADED SAND with SILT O- L - 3 L 07+ 0Q) - • LN}+O Q �0'- 00 > )• 70 2.4 2 13 0) L N 4) 47 L +- • - -- (JCL . N } U) E a .0 L rained gravel IJ to 1 "size brown dry fine t0 coarse rained rave I u to 1 size E V E O E + > > 0 L 10 90 63 2.4 1 13 4 CA DS g 9 P Z 100 0 Z 'v :3 0ZCL - U_,.-'.- 21 1 4 3 - 3 • • fine to POORLY GRADED SAND with SILT and GRAVEL SP -SM • dense, olive -brown, _• POORLY GRADED SAND w l th GRAVEL SP .dense, olive -gray, dry, 4 4 11 3 DS coarse rained rage l u to 1 size moist fine to coarse ra i ned rave I u to 1-3/4 size 16 2' - : Dose to medium dense 7 211.42 - 3 --. ' grained, P _ 51.45__ 5 w z POORLY GRADED SAND w i th SILT and GRAVEL SP SM , SILTY SAND with GRAVEL (SM): medium dense olive brown d fine to - -- o l ive- ra to dark o I d ve-brown dry to moist f i ne to coarse grained, �- E �- X coarse gra I ned, gravel up to 1 s I ze REF /6 2.4 6 grave I up to 3/4 s I ze Q+ C O C E o C +1 C L C 0 W +1080- 17 2.4 3 12 2 POORLY GRADED SAND with SILT and GRAVEL SP -SM loose o l I ve-brown t 13411.4T 7 - - 3 No Recovery C7 J T - C 0 p C a- tli • } c �olivegravel u to 1-1/4 size -- �, _ a o _ N �, �, _ �, _ ray i sh brown d to moist, st fine ne to coarse grained, ned ((rave l u to dense dark - ray, g p _J� L > 'U � ( C -N 0 g 7 7 , J P W m E Cr v, 0 - O C c . iJ G U w �- Q 2 s i ze �, L 0 - i O 0 o L L 46 1.4 4 - 4 dense, gravel up to 1'` size - ry L � X L C M Q 0 -O 0 No Recovery -, Q o �� REF/6 2.4 8 +107 z 0) (T2) OfWD 0 ^ +1070 REF 6 .4 5 1 11 3 POORLY GRADED SAND with th GRAVEL SP : very dense light ht 9 ra i sh brown 4 1.4 9 - 3 +- rY 11 . .9. y 3 dry, fine to coarse grained, gravel up to 2 size ze z Ulm _ 126116 6 - 4 SILTY SAND (SM): medium dense to dense I I ht o l I ve-brown to dark 4 1 1 POORLY GRADED SAND w I th SILT SP -SM :medium dense o I i ve-brown, dry, < zLIJ - Q - w - w e l l ow i s h brown moist predominantly nant I fine grained, ned trace medium topredominantly fine grained, trace mica, S I I ty sand foyer at bottom n z Za n m p y 9 +1060 --+ } coarse sand ravel u to 3/8 size ►- z a F- "�" 1060 62 2. ! 9 P LJ Q z W u 4 7 11 4 �-- trace mica 1 1. 11 - 18 CA SILT with SAND(ML):medium dense, o I I ve-brown, mo st, fine sand o z 0 r- w0 __j w :D� w r-. O O Un w Of w w a m �- o v cn W °= o N Q N ^ 1 3ZI 3Z I 34 1.4 8 - 1 o grave I up to 1 /2" size 5 1 1 9 DS SILTY SAND SM : medium dense, o I i ve-brown to o I ve-gray, moist, fine o 0 0 _ � LiJ w grained, trace medium to coarse sand and m ca �. +1050 0 -- +105014912.419 ::•� 11 9 1.4 [13 U � � to cf) J y Q Y p� OCI 0 d J C7 > U W CO Q w I7`" Z z O 14 1.4 1Q - 34 SILT with SAND ML : medium dense I i ht oIIve-brown wet fine / 1 111 W POORLY GRADED SAND with SILT SP -SM :very dense olive -gray, dry, cD a a � a >- cn 0 >- I- a at 9 • N I c/) cr cn cn Q Ln o cn z Q . 7 3 7 !- -- Z J o W Z a � o sand, trace mica predominantly fine grained, trace med I u m sand and m I ca Cr Cl J M !- Vl M J } (n W - 1 Q ix -1 C Z J Z J z Uj U W U +1040 w O Q w Q O L w O w O Q 50 6 2.4 11 11 3 POORLY GRADED SAND SP •ver dense olive- ra dr f I ne to coarse 1.4 1 - 1 SILTY SAND SM •medium dense to dense I i ht o I i ve-brown moist 12 Oldo a �.�� T gra I ned, grave I up to 1 /2" size predom i nant I y f i ne gra i ned, trace medium sand and mica a�� �o Q U o 0 121110 12 - 13 SILTY SAND SM : med I um dense, I i ght o I I ve-brown, mo I st, f I ne to coarse .4 1 1371 w Q Of a 0 o Q�� a IL � ca (3 U W gra i ned z w 0 q)o v � o - 0 -i r w _j >- _j + 10 30 50 5 2.4 13 12 10 W very dense, predominantly i,nant l y fine gra i ned, trace med.i um to coarse sand,11811-411--7- 11- 13 SILT with SAND ML ,: medium dense, dark ye I I ow I sh brawn, moist, - Z ' w � w > w wFE gravel up to 3/8" size ze- fine sand, trace mica ca � I n J Q J Q U J Q O¢ J Q Q Q +� > Z Q _1 W= W� O� �� JtY - • W m LL U vi 0-O �0 CL c7 t/�c� U0 C CL Terminated at Ei: +1028.6 ft ���;;;;; ®• a° ° ° 3 32 1.4 14 - 2 POORLY GRADED SAND SP dense, of ive-gray, dry, f Ine to coarse Drl I led on 12-18-06, grained, gravel up to 1 size Groundwater Not Encountered PROFILE Z � v 4- + 10 2 0 Terminated at E l. +1024.0 f t - -- VERTICAL 1" = 20' �� �_ - Drilled on 12-20-06 � _ Q Q 4-E Groundwater Not Encountered HORIZONTAL 1 - 60 63+00 Stationing along "C" Line 64+00 02/27/07 R. JIE FIELD INVESTIGATION BY: - 02/28/07 DATE: AS SHOWN - ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Z 65+00 66+00 PREPARED FOR THE STATE OF CALIFORNIA L. C"EA"G PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 i x s EA 467701 F[LE _> $REQUEST +1040 +1030 W Q +1020 CD LJj 0 W Q 67+00 68+00 w BRIDGE8 AVENUE OVERCROSSINGCYPRESS� 54-1 280 POST MILE F TEST _-BORINGS NO411OF w15.73 LOG �=> Q REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z DISREGARD PRINTS BEARING W EARLIER REVISION DATES �" 04/ /07 06/ /OZ 10/05/07 32 33 V a " j cn i c) z �( 0 -n LL <D N \ _C4 4- H _ Q O J O O O a) C iQn ..•a- Jin -0 N O z m 7 61+00 62+00 U Cr C_U o C Q V �-Q a U)aCJ a c U LL a> - O n C v o - C <0 J E 4- fZLI 1- o �- L �, > a c > cn n DRAWN BY V) 0 Q 0 W V c THAN v) .� DESIGN OVERSIG L'lun Lily S o 0 U a-> o a o 1 1 o Qz 1/& CHECKED BY Q X04- L L CHEANG SIGN OFF DATE . OSF GEOTECHNICAL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 2/25/05) 63+00 Stationing along "C" Line 64+00 02/27/07 R. JIE FIELD INVESTIGATION BY: - 02/28/07 DATE: AS SHOWN - ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Z 65+00 66+00 PREPARED FOR THE STATE OF CALIFORNIA L. C"EA"G PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 i x s EA 467701 F[LE _> $REQUEST +1040 +1030 W Q +1020 CD LJj 0 W Q 67+00 68+00 w BRIDGE8 AVENUE OVERCROSSINGCYPRESS� 54-1 280 POST MILE F TEST _-BORINGS NO411OF w15.73 LOG �=> Q REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z DISREGARD PRINTS BEARING W EARLIER REVISION DATES �" 04/ /07 06/ /OZ 10/05/07 32 33 a L cu E Q) L Oho L N D aE (0 •- U a- a -- 2 1 m u°1+DD01 LU 00 Q) c o O }aL _ U7 Q.-, U> Q. LLEU)a O :14-Ua)•- 0 L 4- Q 00 El oOoa a> > ,n c E Q) » O T D N- v L (0+-O Q>+ 11 COLE cna,(Vv 7v ncG•-v)E a)0(>> ° N daQ»EQ1 0 COUNTY v wv C 4 - a 1 t BENCHMARK f l �V)'a v 10 15.73 aQ m L � BM SBD -10-15.50 Elevation 1096.939 10 a co 1 1 - 0 _I_ 1. South lip of concrete channel at Post Mile 15,5 J �; �;, 1 1 WV)am W I L4war'= 1 1 shall not be responsible for the accuracy or sr� OF' o �P o a e ~ (V _i 1 moist, fine sand, trace mica I 1 1 1 = o 0W 4-0 { 1 11 5 0 o, C c w 00 v I I $ I 1 I 1 = •L O EC F- c - 10 O ti ti cD Q n Q__ C o-•� } � J2 WW d c °"- E Q 1 1 _L 1. 45 2.4 13 1 ! v O L `� L+ D a 4- O U 4- 3 a o L 1 1 I y 14)� cu E O °c vzL° l 1 V I I I 1 1 o O - C L I 1 (D � O ° .N Oo U W = -I- C a) a .-.C: >' O C a� a -� �• . T T- - LU O O 4- 7 Q) .- 0 61 1 T Q "C" Line UL z- O w Qs STA 65+20±; 10.0± ft LT A N Z m _ M H UO I �DDO� W O - N M L a M a>w Ln Ln M +1110 U.. O > N N N V) o v d 1 F t ! - COUNTY v POST MILES TOTAL PROJECT 1 t TOTAL SHEETS f l SBd 10 15.73 1 ! � - - 15 t I co 1 1 - 0 _I_ 1. SANDY SILT (ML): medium dense, dark yellowish brown, 1 1 J �; �;, 1 1 Z I L4war'= 1 1 shall not be responsible for the accuracy or sr� OF' o �P ac �` LIJ _i 1 moist, fine sand, trace mica I 1 1 1 = 1 1 = W { 1 11 5 1 1 Q I 1 � I I $ I 1 I 1 = VO UOI�DD01 U O ti ti cD Q n Q__ C o-•� 1 1 1 1 � 1 1 f' f • 1 1 _L 1. 45 2.4 13 1 ! � N (IJ L `� w D a 0 O U a o L N� cu vzL° W O (D � O ° .N W = v L C a) a .-.C: >' CL a - LU O O 4- 7 Q) .- E- L D v CPO Q1 -LYE+- aC Z d O dmr + - o Q> i c c a� C, E v o v v L U w 6 L _- o +Q C } L .21 0 C L O _ o CL � + " } a a� U3 + .O V1 O Q> E 2] 5 v1 • - E Z O '-t U O E L a O /> C 0 61 1 T Q "C" Line UL z- O w Qs STA 65+20±; 10.0± ft LT A N Z m _ M H UO I �DDO� W O - N M L a M a>w Ln Ln M +1110 U.. O > N N N V) o v d 1 F t ! - COUNTY 1 I POST MILES TOTAL PROJECT 1 t TOTAL SHEETS f l SBd 10 15.73 1 ! � - - 15 t I co 1 1 - '� _I_ 1. SANDY SILT (ML): medium dense, dark yellowish brown, 1 1 J �; �;, 1 1 0 I III 1 1 shall not be responsible for the accuracy or sr� OF' o �P 1 t �` LIJ _i 1 moist, fine sand, trace mica I 1 1 1 = 1 1 = I -r_ T • { 1 11 5 1 1 7- I 1 = I I $ I 1 I 1 = I 1 1 I � 1 t 12 13 DS 4- 4 I 1 1 1 1 � 1 1 f' f _ 23 1 1 _L 1. 45 2.4 13 1 ! N >- cn w - J a 1 1 NOTES: 2.4" samples were taken using a California Modified Sampler, An automatic trip hammer system consist i ng of a hammer - weight of 140 -lb falling a distance of 30" was used to advance the drive sampler. "C" LINE N 00 Ih C N CD 614 .1 0 r W t-" 0 W J 0 PILAN 1 = 60' zFi Pe" 06- 12 67 8❑" DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 15.73 135 135 ' 10/05/0 - 15 CESS 0_ 0 0 0 U 0_0 cn c� U c.� GEOTECHNICAL PR SSIONAL '� 13 12 DS SANDY SILT (ML): medium dense, dark yellowish brown, wL . CHEANG' J �; �;, cc NO • GE 2345 0 PLANS APPROVAL DATE EXP.9-3o-o9 III The State of Cal i forn i a or i is off i cars or agent eFo rF N tiopv H shall not be responsible for the accuracy or sr� OF' o �P cwplefeness of electronic copies of this plan sheet. CALIF �` LIJ PARSONS 3602 INLAND EMPIRE BLVD9 SUITE B-120 moist, fine sand, trace mica ONTARIO, CA 91 764 EARTH MECHANICS, INC. 17660 NEWHOPE STREETS SUITE E FOUNTAIN VALLEYS CA 92708 11 5 u I LT A No CHANGES ON THIS SHEET SHEET GES AS NOTED ON THIS Q CHANGES p Thi15 SHEET DELETE tJ t� By: a Date: ` � APPTOval: ♦1 Q • IICII Line • •l. +1 STA 65+90±; 5.0± f t LT � o F__ •c 06 12 Z0 06M10 V W �Z � � E! . +1102.9 ft 11 �v W a n E f . +1101.0 ft .1 BULK 8 511 As ha I t No Base E L - vv +1 100 E I . +1100.3 ft $11 8(D@q)SILTY SAND with GRAVEL SM • med um dense, olive a �� V' a P II `� BULK SILTY SAND SM • brown moist fine to coarse BULK -- 6 Asphalt, No Buse - Q �� bro�+n,. ,dry, to mo esti :fine to coarse grained, gravel �' ° 4- � _ �' �0 0 grained, gravel up to 1-1 /2 size SILTY SAND SM • , , - �.- L._ o I ve-brown mo st f ne to coarsera i bed, grave I up 42 2. 4 1 13 2 up to 2" s o ze, trace aspha I t debris to 1 s i ze v I u to 1-1 /2" size o N c•- c rz a1 m ++ v++. Q�= a opo 1611.4 1 - 5 CA gravel p N - - -� 31 2.4 1 13 2 POORLY GRADED SAND with GRAVEL SP :• �, 0 - } o a) a = C. W medium dense teen i sh bro n dr f ne to co v POORLY GRADED SAND with SILT and GRAVEL SP -SM medium dense, o I i ve- _ 4 gravel.,. Wp to 1 " size N a 100- 3+ a _ g , y, arse gra i ned, gra e I 42 2.4 2 12 4 DS 2 1.4 2 L �} 0 0 0 �,� 18 1.4 2 2 u to 1 " size brown, mo st, fine to coarse grained, grave I up to 1 s e ze E a �- +1090 9 1.4 3 - 5 4 2A - 2 POORLY GRADED SAND with SILT and GRAVEL SP -SM): - E Q 4- E o E C- a L+ 15 2 4 3 12 9 SILTY SAND with GRAVEL SM : loose, o I i Ve-brown moist, f 1 ne to coarse 36 1 • > >4-4- O L �Oa> c Oc� c • • • Z v o a v z+ a._ �,._ �._ S I LTY SAND SM loose, . dark ye l l ow i s h brown, II ' ' dense, o l i ve- gray, dry, f i ne to coarse grained, 13811.4 4 - moist, predom s Want I y f ne grained 12 2.4 4 12 9 OS W grained, rave I u to 1 /2 s ze 76 2.4 3 12 4 ravel u to 1-1 /4" size S 1 LTY SAND SM I oose o I i ve-brown mo: st predominantly i rant l y fine rained, ne wz L 5 13 3 POORLY GRADED SAND with GRAVEL (SP): dense to very 8 1.4 5 - 5 s P. g ' SILTY SAND with GRAVEL SM medium dense, olive - 17412,4 trace ea rave I poor I rade-d sand. w th, silt and gravel at top of 4 6 - 3 dense, olive -gray to dark olive -brown, dry, f i ne to 59 2.4 6 123 3 p g ' y g 41 1.4 4 - - 4 _ _ _ _ - - - brown,• mo i st, fine to coarse grained, gravel up to 61 1 a :. sam ler a � a E 7.0 �, coarse grained, ned, gravel up to 3/4" size 3/4" size z C[D CD._ ° C L 0 U �- - +1080 - REF/6 2.4 7 r. 11 2 ravel u to 1-1 /2" size - 55 1.4 7 - - 4 , , ,. J a �, a g P SI LTY SAND with GRAVEL SM • loose, o I ve-brown mois f ne to coats Q- o, +- a c a> T f 1 �, N POORLY GRADED SAND with SILT. and GRAVEL SP ;. -�,l, �n LO E �, U 0 C C �: grave f up to 1 size ra ned, rave I u to 1 size REF /5 2.4 5 12 4 L o E c c c ..'::? dense to ..very dense, dark o l i ve-brown, moist, fine �, Y o Q a _ ,� POORLY GRADED SAND with GRAVEL(SP):medium dense, dark grayish brow , 54 1.4 8- 3 o I i ve-brawn rave I u to 1-1 /Z s i ze 50/3 2, 4 8 [ 14 3 I1 g ,�, 9 P 0 0 0 o 0 , 9 rave f u to 3/4 s ze P f i to coarse rained to coarse ra i ne rave I u to 'i -� /4 size U M o Ul a- ; O� �� dry ne �.:. 5AND w � th SILT and GRAVEL SP -SM :very dense, olive v ve- 13 1.4 6 - 15 gravel up to / size z J Q �, w Q POORLY GRADED _ S I LTY SAND SM : medium dense, dark ye I I ow sh 000000a0000 +1 070 REF/6 2.4 9 • : 11 3 POORLY GRADED V w : v 61 1.4 9 - 2 brown to I ight of ive-brown, dry to moist, fine to coarse grained - GRA EL Eth SAND GP ery dense brown moist f i ne to medium grained It . . . • o I i ve-brown dry, fine to coarse rained raver u gravel up to 3/4 s %ze 4 7 11 7 predom i nant I y fine ra i ned trace medium sand and z •�- 11 grained, 9 - P- --- I1 37 2. 9 to 1 size rave I u to 1 size mica z U� 412.410 12 13DSW Z = w z 58 1.4 10 - 6 POORLY GRADED SAND with GRAVEL(SP):very dense, SANDY SILT ML medium dense, I i ght olive -brown to dark yellowish brown, _ Z 7 Q - W z w 0 .'� moist. fine sand, trace pea grave I . more..- sand. at top -1-4 1.4 8 12 m a >- v V �J J �J Z + 10 30 + �-- 1060 SANDY SILT ML :medium dense, o ! i ve-brown, mo i sem- 2111.4 17 - 15 w w J r f- I- a J > (/i J Q J QC) J Q V1 i ve-brown, moist, fine to coarse gra ned, grave I u to 3/4 size 16 11.4111 fine sand, trace mica - 15 37 2.4 11 0_ 0 0 0 U 0_0 cn c� U c.� �Z O �w Q U W LU - W J o W a J W � a w - o a '� 13 12 DS SANDY SILT (ML): medium dense, dark yellowish brown, E f. +1029.5 ft J �; �;, a ° 0 III w Q m o " �` LIJ Groundwater Not Encountered moist, fine sand, trace mica Encountered =. 11 5 o N a F91I14 0J 1.4 12 - 27 yy 34 2.4 12 : SILT i th SAND ML . medium dense, dark W + 1050 12 13 DS yellowish brown to olive -brown moist to wet f i ne sand, trace mica ' ' 20 1.4 13 _ 23 _ v 45 2.4 13 N >- cn w - J a , CD o a� 0 O v O U SILTY SAND (SM): medium dense, o I i ve-brown, moist, fine g ra i ned, trace m ica, sandy silt at bottom SILT with SAND ML medium dense, o I i ve-brown, wet, fine sand, trace mica I Z r Q �, < �, 54 2,4 14 12 23 L?S SILTY SAND SM : very dense, olive -brown to I i ght of ive-brown, moist to o �' 0 0 w w > w Q 20 1.4 14 - 29 W SILT (ML): very stiff, of eve -brown, wet, low grained, trace mica silt It with sand layer at to of sampler Q J o w Q O � wet, fine gr , , y P a, 0 J o 0 m J >- U0 w Y Q Y plasticity, i C i ty, fine sand, trace mica 50 O Z JZ -i m D Q Z OV F -U O LLJ 00 o Q w Q L/I� 0 O O J 0 w O w O - + 1 04 4 56 2.4 15 111 13 SILT with SAND ML .med Um den e o I Ve- -brown, m 25 1.4 15 - 10 medium dense, trace gravel up to 1 /2" size S , b , o S a L�j o o to wet, fine sand, trace mica REF Q U � 18 1.4 16 - 27 58 2,4T1 6 1281141 SANDY SILT ML : medium dense, olive -brown, moist, fine w sand, silt with sand layer at top of sampler w Q � 0 0 0 z Uwe o0- � U a -`-' w �� oc' �t� c� cD � � - - ---- o Q " E Q - 0 -i 2 fl C?J Z >- v V �J J �J E + 10 30 54 2.4 17 131 16 SANDY SILT ML :medium dense, o ! i ve-brown, mo i sem- 2111.4 17 - 15 w w J r f- I- a J > (/i J Q J QC) J Q w > w w = > > >- > OQ J<t QQ. T fine sand, trace mica ZQ ~ J~ w 0 Cr- w 0 w m � v � a_. O � ca • 0_ 0 0 0 U 0_0 cn c� U c.� c cz 0 -E Terminated at El +1028.8 ft - . Terminated at E f. +1029.5 ft J �; �;, a ° 0 . _ _ Dr t I l ed an 12 19 06 Drilled on 12-19-06 Groundwater Not Encountered - ----- ---------------�-- - Groundwater Not Encountered L_ +1020 Z 4 o- 0 - 0 - L H C 4-- O Q +- v a�> o o a-> Q V > cn LL. ul _ E O L 6-.• 4- L O LL c a� +- F -r 3 4- Ln O L (A J Cl- w g O O � d °° � `� in � N - O N ^ a o C- Co a `1' 62+00 J to _0 U a a +- cn - CD >- O 4- Z LL w o d c U 0 O as E o 14-� +- c� > J Q j a c DRAWN BY M. THAN Z DESIGN OVER H Lily Sun Cj 0 N�oo Q,��Ln o 07 Ak CHECKED BY z r, SIGN OFF DATE L. CHEANG OSF GEOTECHNICAL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 2/25/05) 63+00 02/27/07 M. THAN FIELD INVESTIGATION BY: DATE: AS SHOWN 02/28/07 64+00 ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 Stationing along ''C" Line 65+00 66+00 PREPARED FOR THE STATE OF CALIFORNIA L. CHEANG PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 i z a EA 467701 FILE _> SREOUEST 12 4123 CA CN SILT with SAND (k): medium dense; o I o ve-brown to I i ght o I i ve-brown, moist to wet, fine sand 15 �--trace medium sand and mica 12 8 SILTY SAND -(SM): medium dense light olive -brown, - - moist fine gra i ned; trace medium sand and mica, rave l u to 1/211 size - 1 7 POORLY GRADED SAND with SILT and GRAVEL SP -SM}: very dense, dark olive -brown to olive -brown, dry to 131 2 moist, fi ne to coarse grained, trace mica, gravel � up to 1 size 3 gravel up to 3/4" size +1110 +1100 11 ..11111 -+1070. M M C D -+1060 0 +1050 +1040 +1030 Terminated at EI. +1031.4 ft a Drilled on 12-21-06 Groundwater Not Encountered _ PROFILE, +1020CD VERTICAL 1 " = 20' HORIZONTAL 1 " = 60` 0 0 t2 w I- Q 0 67+00 68+00 I?' w BRIDGE NO. CYPRESS AVENUE OVERCROSSING 54-1280 POST MILE � O � ��'�LaF TEST BORINGS NO* 1.5.73 Z REV [ S I ON DATES (PRELIM [ NARY STAGE ONLY) SHEET OF 0' DISREGARD PRINTS BEARING 3 3 33 w EARLIER REVISION DATES 04/ /07 06/ /07 10/05/07 D