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HomeMy WebLinkAbout3025-5N _%L ru CD C> C"i LO U-3 �6 Cu C�i c\j -m cu ...... . ..... ........ . . a J . .. ... ..... . . -- ---- - ------ -A - ------ �_t I . ­ -4- -!7- I_ -, , -4- ------------ j- 't 4_1 _.__4 t 4 --- 4- + 4- ------- 1_4. T-1 _4 4 7-- 4�4�� ------------- - ------- - --------- t 7 _7 r. Z_;= j - L 44 t 1�: ------- !=---4_, -4 .. . ........ I T-7: F-77 7 ............ F 7!V �� 4- 4, A t 4 _Z -1 -4 7-1, 1 A- C14- 1_7 7 4_�:_: 7- .......... _T:. _T� 4 4- j --- --------- =4 t _4 .4- 1Z, _717- T. - J 4---- -- - ­- ------ --- ---- L ------- 4_ ......... -4 f- ------ ---- IL _J_ :_4 _T:7. A .7., X__ + 7_3 4 ----- -- 4-----2---- ------- - 4- ........... j- 4_ + + CONSTRUCTION NOTES: T. -.4 Wilkkmi iAm P T -A P -P A PIP -r_- AM AM Rm 177 wit. - .4 f -7E 4 4 4- 7_7 7 --- ------------ =.J 77 --- _ 11 - __ - - _ -- - -. __F __ 4 T, t COLD PLANE AS NEEDED AND PROVIDE MINIMUM 1 1/2- OVERLAY . . . . . . . . . . . . 4 ------- .. ... t - F, PAVEMENT TO MATCH PROPOSED GRADES, SEE DETAIL ON SHEET 2. A + t ---- - -- _wl - 7. r 77: 77 A— -4- - -W -- 7� " _�__ - _­_ _ _ ----j J_ - Ly _'_777r_--:-- ­ ­ mbwI_4P+ 14 k4r__1 __.L ------ 4__r + M CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 1003 _V_ J__ F_ Aj -4 z� __T= .. ...... .. .. 0 4_ ------ --- _7 Z:J -- ---- ------ 4 9 ------ 7__ I ----- -- -1 j ....... .... ...... CONSTRUCT 6.6' (MIN) ASPHALT CONCRETE PAVEMENT OVER 95% 4 COMPACTED SUBGRADE. SEE PAVEMENT SECTION NOTE GENERAL NOTE - ------- 4_= 7-1 ...... ... . 31 AND 32 ON SHEET 1. . . . ....... I_= t ------- 4 M WAN TEFIIT�6147- 6eWTEFE FNk�FU64_' Q5.p-. -vrv. 145. 4- T orry 4- 4 j- INS ALL LX% MIN eE)VER) EXTEND PIPE 12- BEYOND BACK OF CURB AND INSTAtt eAP. =17- ------- _T Vt -------- --- 7_777T t A= CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STDS NO. 1015. _j .4- + t --- - - -------- ------- ... V_ q -- - -------- - - ----- ------ -- - -------- --- + u4 . ... . .... ------- CONSTRUCT LOCAL DEPRESSION PER APWA STID PLAN NO. 313-1, CASE PER PLAN 4 - --------- --------- CONSTRUCT 8" CURB & GUTTER PER CITY STID NO. 1003. 0 4. :.,I .. ....... T- -1 _J ......... V_ 4 .. ........ -------- AND DETAIL HEREON. -4- �wp __ , 4 G _7_ .4- _1 _-:0 �:J =4 w :-1- _-Zjz:z�_ 1, - 1, 0 __ = =T=7i - -- ---- T- -_4 04 4 ELI r -q ---- ----- j­yn 00. 7_1.7777 ----- - lz� E, 05 CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY STD. NO. 136. ]-T 4 CHOR BY SCE. 3 4- - - W '--- _- I - .--- --- -t-+ -3_ ---,* 1w_ ­ - I i ­­ ­­ I- I—— -4- cS -------- ------ J---- f ------ 4-- -4-- _4 0= _TAK -------- ........ .. _4� nr_ _Z� CO - Ali* 20 RELOCATE EXISTING SIGN BY CITY OF FONTANA. 4 m__ w_ ...... 7 4'' j__ Ami* T f 7 - - - - - - - - - 4 23 REMOVE EXISTING CHAIN LINK FENCE. 4:- ........ ... .. J_ H-1 J Et� A :=T= - _AE _4 -E-7-7- 77- . ...... RAFFIC SIGN. 7= =qjn _44 3 . .... .... .... -T J 7- __ __ Z_._ ___ , _. - ___ T___ -4 --t - I= --- - - - --- , _-1 --- - --- --i- -, _T_ . ......... ----- - - ----- .. . ....... A ------ -7- REMOVE EXISTING TREE(S). T 7= T7 �4 - - - - Z:= - -_r___4__,, V �= 0- _4 .... ....... _77:1 77-7 q, - - F-7. 771 - - - - =6 1157-17,77- N + DE_ MAI;&_ + J --- ......... ..... �j 4 iz 1— -4 Tr REMOVE EXISTING ASPHALT CONCRETE CURB. 4 7 1 ...... . . ;!4 x 7 -1: �___77.. .... .... j rm!t!� - ... ..... . ... f- -0 �f -_t-_:.:.- I --fn XISTING AC PAVEMENT. N 7 _1_771:777717 wo +0 + . .... ........ . ..... ........ ... 4- 4__ 71" 4 + J + ------- - -- 7 SEE STORM DRAJN PLANS CITY DWG. 3026AFOR CATCH BASINS & PIPES 60r^FXX _T 4 40 f ---- -- . ....... 4 -0 ------- _4 ZA A . ......... ­_ --k .. lf. =A= ..... ..... _T=_ 4 _21_11 Am_ 'j - ----- 7� ...... tf-7. cli 4-- S METER BY SO. CALIF. GAS COMPANY -- ------- - 4-- j 4- -4- 2 f 37 CONSTRUCT MEDIAN REVERSE TAPER PER CALTRANS HIGHWAY DESIGN MANUAL 4__ T 7 jp - ---- --- MANUAL TABLE 405-2A, SEE TABLE ON SHEET 5. 71T, - ------- ----- 07 4.: --- ------- - ........... 4- __4 T__ ------- _4 it - .... ..... ------ 4__ =7 - ------- ------- -- 77 :7__ + . . ... 7T.- - ------- --- T 30' LUMINAIRE HEIGHT PER CITY STID NO. 10 T, 1:7 # ..... .. ... -A 77T77 17117 -T + 4� 7 t a --..Lgsz --j . ....... ADJUST TO GRADE EXISTING TELEPHONE MANHOLE BY TELEPHONE CO. 4 4 4-CUF 4- 3a -17_= 4 - - ------ t-__ 1=� 7 +__-+7___r ....... . .. =31- ...... .... ..... . .. -I ---- --- T j ...... . ... _4 A 7: ---- ---- --- A, - T _4 + -4 _b i k- 8 MAILBOX. T =_T_ '77 777177- - - _71-: A p. _7 t j 4- -A- ----4- _44 _L77 --- ------ -- CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD.NO. 103. _4� 4 t ---------- T - - -------- L -4 4 --4----- PROFILE SCALE: ------ M14 TO (59PIVE P59 0ITY Oir f0t4TAHA 1-V7V NO. 160. . ... ... 74 .... .. .... - --zi- ­­ --- , I - __ __ __ _4 --- ---- -4 T _-E 40 4. 4 ----- ---- --- ----- FLf HORIZ. I �i,: a-_ 7. _4 + FVMT. + G J% �ew "".6. Fvml fo n10 r. Vm. - ift 4 A 7-Cfog V,5T1M,4,M 36 +00 37+00 0 rZef�EFF 'ro '50 tF 4��T. LT. P L,'bl W 38+00 39+00 40+00 41+00 c.) 0 42+00 43+00 44+00 0 1 w LL_ 0 0 0 0 0 0 L 0) 0 m ch LIJ INSTALL NEW ChAw 1-##VpC jca"Ce (6 r,: z 0) (0 L/3 L/3 L/3 04 LID 00 LO Ll- LL_ LL_ .0 LL_ LINE + Ei 0 0 0 REVERSE TAPER a) U') it _j 0) tc� 00 7 1:13 (0 co W=21' co (6 U-) c� 0) + < 0 (0 - n w - - 0 0 0 0 0 PARABOLIC CURVE- BASE LINE L=1 20' 0) Z W + + + + cn uj r� 00 tc-� - c6 - 11. 00 V) W 0 + _j 00 (-) _j +. + U-) 0 -j co �? �_ U_ 0 0 LL. L) M Z 0 + + + + It It 0 0) (10 0 0 r�, 0 t) (0 V) c 0 1/4W �< c 4 Z T 4w: _�_x 3/4W (10 < D . V)jr cn 00 c c ------ U) too P, < 00 r-, V) V) W (n --- - 06 CP DISTANCE "X" ALONG BASE LINE(FT) 10 20 30 40 U) CF) 0) W O)m V) 0)03 0)0) 1 41 OFFSET "Y" FROM BASE LINE (FT) 0.33 1.31 2.96 5.25 10.50 15.75 18.04 21.56 20.67 21.00 c� (n T; 01 1 cj N* A505 U) 4Z" V, c� Aj ry ve E TAPER TABLE Lit 1", A 60' 07 REVERS tc� qu cb 1�6 0,W0 WPF- C5 c� tc�� 48 1 51' VIC - - T;71 ct' Q, _j ZIN J U U P A c RB TA 1 501 21' 1 8f 11 21 D -Z 55 40 NTS _j i-20' MEDIAN TAPER It - z 1 - D 40 C> A CIR 0 D -'I PRESSION D ETAI L ----------- 0 z LTJ L0 0 _1W Q. 0 0 _j C_;t� - �0 \ 4� _A (> a - ------- _j -- ------ - lot Li Uj + 0 1B 0 W) M ` - nm�7� \) 4 _j it I'D + L0 GAG�� 0 SCALE: 1 "=20' LILL- 4 42 -Z a_ w. 0 :0 Q. A�/ LLJ < 0 + DAYLI&T < Ld 0 6! c Im 0 U_ Z_ �Zz " � 1�1 + 16� 4- - Q) X. 0 Ad + 4, j 0 IN, 4-_ _j Uj _j LL N& LU cn m < V) GRADE@I(n -J < JOIN EX 2 L rw DA) S�A B1ERNAFQf4G- Co. 4. LEGEND: P lu Z LOOD C 0 N;ZLTR 09 LL Z U-) z 91, :-!R/W .5 -7 L AJ < 7 7 -TEt -A Lj 4_ c 0 7 166�C I =Z;� Ft 91 > T 920. 9161.2 �Sft' NEW AC PAVIVIENT cn j Ajt- 10 -51226 MULBe 00 X4 RRY= A z 0 LEFT) RUPA -6, EXIST -STA 10+ 0.00 E 08 �23 CITY/COUNTY BOUNDARY LINE EP '0 A J. iMliO3 --------------- -1 - - �?- I , , 1 f -GUT - - - - - - - - - - 42+00 ��$� ------------ 'w 37 i G TION ------- 3 77 S 15 0": 43+00 441 V6, S --�24 _1+Z_ V 1- f -18" Vcp S -+- - �06_mw_Lwm - -- - - -" ii 7. Q/ 0" G UU 10" C -6f- 10" RECORD AWING 6" FUEL -'t 9 8.83 TB AAULB CTA GB :f D. C3 Its a 15" N� v Z5.1 0 tzl z 7- 04,44 :::?z STA., 00. 1 R -4 104 A 7_ r77�-t� 74�4 4. J� w _j 0 _j z c 'd 18 _j _j STREET LIGHT LEGEND L0 W-) Ld 04 EXISIM R7 .-A ot 4 Ln E! - Ld C28 I �q z fit 7 0 LLJ LL. 0 V) 0 + U) 0 C) 0 00 / LLJ x + ja 0 �F 0) C) Z;& w 45 + >_ LLJ + Uj U') U) r, K) z BCR co 3:: of 00 LIJ Lj L14 L + V) 0 co bj A -AVENUE Q + STREET LIGHT (20OWATT; #20) LLJ x z LL_ 10 Q� -00 30 FT LUMINAIRE HEIGHT wWu MULBERRY uj i!-. p _j -11 C) r- 0 1 Z) 34 Ln V) x 57< LO 0 x Z) Uj z) 18 __j LIJ LIJ F-: < z 0 20 40 80 120 C14 < V t Q 0 g, FUTURE STREET LIGHT LOCATION 0) 0) rn 57< 0 LL_ -4 1 14. A� M U) 51 1� J CAS&A- ��, (x (22000 LUMEN HPSV- 200 WATT- .420) A �3`11 I -v ASE JURUPA AVE SEE SHEL7 4 FOR GRADING PLA N SEE SHEET 3 *_ �? n,. -j CURVE DATA Z R L T 180*00'00" 12.50' 39.27' B 03*23'39" 500.00' 29.62' 14.82' Q 02-33'03" 500.00' 22.26' 11. 13' D 02* 1 O'l 2" 500.00' 18.94' 9.47' Q 03'00'48" 500.00' 26.30' 13.15' TANGENT DATA Z SCALE: 1 40' EXISTING STREET LIGHT T1 NO3*59'04"E 34.16' T2 S01*26'02"W 34.40' T3 NO3*36'1 4"E 27.45' ZA APPROVED BY: COUNTY OF SAN BERNARDINO PEFAFEEMEENT QF: PUBLJC�: WC>RKS 7- Last Updcte:.2/�5/0i' 767UST05.dwg CHIEF DESIGN ENGINE0 DATE REV. REVISION DESCRIPTION DATE ENGR. Clp� DATE R� &S 17gll7eel 117 PRIME BENCH MARK: SECONDARY BENCH MARK: C) r I -low. NamG 16-010 p9w, rw�% eul" )OFE23 _q, _q 17eer 17g C. CML ENGINEERING * LAND SURVEWNG Pr:,LeU-- -07. Ur. I CO%rC4f PP-5h4j 1. c 16800 VALLEY VIEW AVENUE CITY OF FONTANA B.M. 581 SOUTH EAST CORNER jURUPA AVE. 15�146w 0 L.&VEM t � SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT U// -6- L4 MIR4LK CAI-IFORN14 906M INTERIM IMPROVEMENTS MULBERRY AVE.; SET CHIS. r7W-0- t��f A.C.4 014 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PR(714)521-4811 FM(714)521-417,T DRAWN BY: 13"!"v Nr r1le" SCALE: VERT 1 4 RAILROAD SPIKE IN EASTERLY AVE.; SET CHIS. @ BCR; :Z0 .44,44ix. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �_ �:a LRT MULBERRY AVENUE ;cq!-,WcJE 44- V,,o � I AAMIE� A.c- rwire Prepared Under The Supervision Of : HORIZ. 1* 40' FACE OF POWER POLE NO. 674320 E 64.0' S/O JURUPA AVE DIAL OR ING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO R.C.E. NO. 43293 DESIGNED BY - 6. BEFORE BEF RE] LP `c AT THE NORTHWEST CORNER OF & 3 2 E 0 MULBERRY AVE. 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A Exp. 3-31-04 CR/LRT FROM JURUPA AV TO 740'± NORTH YOU DIG DIG 1" c V \\- - 02/25/02 ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT V"V,040 V106 1AWMS1 STANDARDS IN EFFECT. c P,\ Z, CHECKED APPROVED BY: DRANNG NO.: 5 JURUPA AVENUE AND MULBERRY AVENUE TOLL FREE 1-800-227-2600 VJ iff- WZI/0#1 WA z4e, Date ZIM10 7 ELEV. = 915.775 1 1,5 1, 5;C2 15 T#& - Im +00 fo 41)� 0 100 Or HAIDOOK 1. AGHAIAN RCE Nd. 43293 HIA 7__ 3025 4W CITY ENGINEERe-m� � I I R.C.E. 511115�2 7