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Home My WebLink About3800-3co 0 OD 0 FINAL LIFT OF AC PAVEMENT PER I NTRACT STREET IMPROVEMENT PLANS DWCz Aro 3955 CONCRETE PAVERS PER '�- r 16290-2 8' _ _ _TRA % • d 4 LANDSCAPE ARCHITECTS PLAN ,,� �� j � --� �r1 �-1 - 1 22' 22 � 1 , � � l J � �, 7 9 7 r' S' 5' EXIST on �J �1 /`- \ \ Q WER POLE .;.,;.�,�,.r. �� O POLE6.5 6.5 / TO BE RELOCATED NOTE: CONCRETE PAVER AREAS TO BE f� \ \_ �:�%i�' .. � ' TEMPORARILY PAVED PRIOR TO FINAL �I ; ' %- -. ;,� _ ; r = POWER 8 0.50J BY SCE / . �'• " ; ► J EXIST TEp II 18.61 0.5 4, CONSTRUCTION OF CONCRETE PAVERS. �, �', ;/ , ; o BE RELOCA \ TC II 1 8 - o r / . ; I; ,, !•;v. --� `� TO CE g 18.40 ECR J J �� o = �i 1 TC 21 19 o J J� �� 13+48.96 ECR -� 6 f 22 m . LOT r / w PROP R/W 18.65 TC "� 26 _ ?6+ BCR PROP. 30" S �D co Ci _o J J 3 TIN P,L %:;'. `' '4- XIST• ELEC�I TED L=312.37 _ _ - < 5 r ` •: + 5 ��6'• 14+58.53 LIVE "B-1» D �; `� PR4TEC LEC> AU�� :�� 'a E 0 gE RELOC r ' r 'i " , �� :� 18.53' 1" R• w NO. -3802 3 T • "�" ` ;_ '' �� ,� • ; FS r . _ LINE OF 1 E ,,...,�,. �, �,•1 ;f ',� ' BY ; 4 r ,'; ,.:• 'f.' ( ,ry ,1. :+ 4,' r , ,: L-301.13' 3z:=: S/GyT /,/f{ / I 1 i 1 / , `a .,,•' :e<• '! I•c. J \ I. /• P •.„!i. •I,r f '! t.. P 1 _4� ^ I ', , r 4 V• 331 J." ' . ' _ S5 tijpy ROP 18„ ,• t 0- ,t'' 19 2 1.7.90 19 _4 ' :�<' :�' •r��,,`:a ,� :r CO SB 1=--SA-SI�14 3 . ? fr-�,,,< ; . t, <, +, . G 13+49. - \ 1 = EXIS��=,}" Z5F`-SI Mp 66 7.00 LT 18.05 _ •- ` : _ IPE `� LIN 5 PROP. 8" SEWS 23 ---- < .: r _� _ _ _ - L -E f ,. • a , . - - E V� 5 cn 19 19.34 TC R FS \� 18. 18.23 - `' '' : r. r; ; ., PROP 1 APs p- : 1 12+11.83-3.00 LT S_50o 0 13+49.66-3.00 LT 19 FS - - 2 v .�, rn oo R DWG. NO. 3801 ZC R/w [.�EIS-T ,R LCCAT �' $, 3 - ao - __3- . - E E 19.06 TC 19.43 1 18.24 - - T SIDEWALK Y� B CE M 68.22 _ �CROWNL tjE 0 18.66 FS 14+58.23-3 o, RT - 8 �• . - F DELTA/BEARING RADIUS LEN./DIST. TANGENT A 10'46'48" 1786.00' 336.03' 168.51' B N57'09'44"E - 53.78' - C 11 -11'58 1757.00' 343.44' 172.27' D N57'09'44"E - 53.95' - E 02'45'52" 1743.00' 82.10' 42.06' �1 /`- \ \ Q WER POLE .;.,;.�,�,.r. �� O POLE6.5 6.5 / TO BE RELOCATED NOTE: CONCRETE PAVER AREAS TO BE f� \ \_ �:�%i�' .. � ' TEMPORARILY PAVED PRIOR TO FINAL �I ; ' %- -. ;,� _ ; r = POWER 8 0.50J BY SCE / . �'• " ; ► J EXIST TEp II 18.61 0.5 4, CONSTRUCTION OF CONCRETE PAVERS. �, �', ;/ , ; o BE RELOCA \ TC II 1 8 - o r / . ; I; ,, !•;v. --� `� TO CE g 18.40 ECR J J �� o = �i 1 TC 21 19 o J J� �� 13+48.96 ECR -� 6 f 22 m . LOT r / w PROP R/W 18.65 TC "� 26 _ ?6+ BCR PROP. 30" S �D co Ci _o J J 3 TIN P,L %:;'. `' '4- XIST• ELEC�I TED L=312.37 _ _ - < 5 r ` •: + 5 ��6'• 14+58.53 LIVE "B-1» D �; `� PR4TEC LEC> AU�� :�� 'a E 0 gE RELOC r ' r 'i " , �� :� 18.53' 1" R• w NO. -3802 3 T • "�" ` ;_ '' �� ,� • ; FS r . _ LINE OF 1 E ,,...,�,. �, �,•1 ;f ',� ' BY ; 4 r ,'; ,.:• 'f.' ( ,ry ,1. :+ 4,' r , ,: L-301.13' 3z:=: S/GyT /,/f{ / I 1 i 1 / , `a .,,•' :e<• '! I•c. J \ I. /• P •.„!i. •I,r f '! t.. P 1 _4� ^ I ', , r 4 V• 331 J." ' . ' _ S5 tijpy ROP 18„ ,• t 0- ,t'' 19 2 1.7.90 19 _4 ' :�<' :�' •r��,,`:a ,� :r CO SB 1=--SA-SI�14 3 . ? fr-�,,,< ; . t, <, +, . G 13+49. - \ 1 = EXIS��=,}" Z5F`-SI Mp 66 7.00 LT 18.05 _ •- ` : _ IPE `� LIN 5 PROP. 8" SEWS 23 ---- < .: r _� _ _ _ - L -E f ,. • a , . - - E V� 5 cn 19 19.34 TC R FS \� 18. 18.23 - `' '' : r. r; ; ., PROP 1 APs p- : 1 12+11.83-3.00 LT S_50o 0 13+49.66-3.00 LT 19 FS - - 2 v .�, rn oo R DWG. NO. 3801 ZC R/w [.�EIS-T ,R LCCAT �' $, 3 - ao - __3- . - E E 19.06 TC 19.43 1 18.24 - - T SIDEWALK Y� B CE M 68.22 _ �CROWNL tjE 0 18.66 FS 14+58.23-3 o, RT - 8 �• . - F N57'09'44"E - 33.08' - G 11 *01'29 1714.00' 329.80' 165.41' H 04'30'46" 1753.00' 138.07' 69.07' 1 180°00'00" 2.00' 6.28' INFINI TE J 88'12'23" 35.00' 53.88' 33.92' K 91-56'44 11 35.00' 56.17' 36.21' L 180'00'00" 2.00' 6.28' INFINI TE M 09'32'34" 1786.00' 297.46' 149.08' N 04-31'23 1747.00' 137.91' 68.99' 0 09'23'27" 1714.00' 280.93' 140.78' P 11720'11 " 1750.00' 346.25' 173.69' Q 09'33'10" 1743.00' 290.60' 145.64' R 12'50'36" 1750.00' 392.28' 196.96 S 120' BA Y TAPER - 120.17' - T 120' BAY TAPER - 120.86' - U 01 '08'38" 1757.00' 33.55' 16.77' I EXIS E ;p CgcG� B� 1 19 1 ,. �.:•_.' . . 1 TC -I- - - FS L 19.01 TC ^ 15 _ 16 18.28 R H 18.65 13+51.66-5.00, UT - 15+00 (9638 3. DD' 1 < J O RT 5 51 O i I _ 16 - FS 4+56, f- d 17.58 TC N - = • h' L 17.96 11 7.99 11 + 9 0.50 LT 18.64 19.44 TC 23-5.00' R7' 1 1' 1 SFS \ 2 o CONSTRUCTION NOTES " _+ 3.8.r1'IST MEDIAN , PROP. C/ $ � w 19.04 TC 16 6f - X 0 TC) ! _ . 61 v? tv_ 19 FS 19 18.05 17 j 19 4+58.23- 7.00 RT X00 FS 0� 16 88 6 82 I JOIN FS FS 18.75 TC 18.65 1 F589 1TC 0 18.92 TC 3 16 TC 3 T T� CDRB (15� 1 ;1"0+0 `r ` • ' 't �* s oa' RT 11+31.97-4.50' RT - - rc Fs ^ 5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 X = - 7 18.32 TC O _ 1 f3 4 - � U: C �/ 17.98 19 PROP• 11696 TC 0 RT PROP 0 8 INSTALL STREET LIGHT 22000 LUMEN HPSV; 200 WATT; 20; 3OFT s �•':i��:T. 2 I I 2 "• - 2" {,yA� 16f765 Q C � � O � � ) '•�" r. •, . �' ', � t• '<:1 .," 't • ,•<•' ' '•<' ': •� Fs' • �.•R 2- L � PER STD. PLAN N0. 1016 +�- .59 5.90 '' r •. f - E.. t. s,: K 2_ '� 16 50 7 l� +p0� 7 1 1 :�; "` �.`.+1 - - K ( 2 K <' ,.; 22 TC 4. LT 1 f16 _ pl N 1 ,' �.;: +•' : f, < .a r !' :< . - _ , �, r BCR �� 21 ; ' ' <.. _ L/N o 543 0' L T , Z 13 REMOVE EXISTING MEDIAN CURB 9 EXIST M 6F�'` - 4 L=262.72 J 1 6' S •l4wW `J 13+44.33 �- 6.98 ; 12.37`'��< : 00rC 1472CURB �15�blLINE ` .. - PROP. R/ �� _ + < V�55 4 14 03TC W �00 ; - •, H p '< MPy = Cu 14 SAWCUT/REMOVE EXISTING SIDEWALK _ ,. + ~ ,�6• 14+64.19 �r r�fi :, -/�l `f Sr L�}g.55 o LINE OF SIGHT ECR / 17.28 �� ECR 8 D � 68.89 f .�' N<F, / 15 SAWCUT REMOVE EXISTING A.C. PAVEMENT UE _ EXI29.03 + S=500 V=55 MPH �, - f r-� TC 8� 19 / ! 1 �' Y ASN OF 32 A f 74.52`RTi B BC J J °° J J J 1 14+63.17 �°Rp- _ ~ ' CNERR �ET Sg0 =EXIST• SIDE �-� \ _1 9+ -rJR +07 59 •Q I �-, 8 X22 22 1 1 17.20 TC �� ,f �w 9� o Q 16 GRIND AND A.C. OVERLAY (1 1/2 MIN) OVER EXIST. PAVEMENT P�R $ NQS ��. �Z�. _�� 10 J `J 14+03.75 COYOTE CANYON RD. CIL INT. y 5 5� BCR J ,J DWG._ -5�\\v x11. \ _ _ =20+00.00 BROOKSIDE AVENUE ClL J ,J �, 17 ADJUST SEWER MANHOLE RIM TO GRADE OF `�'�, 9+68.44 &JOIN LK 1 / (~ J 2 9J - � 1 6 1, ai \ SAW OTI EXIST SID WA r �� 1 ' r�J�-] 18 REMOVE EXISTING CHAI NLI NK FENCE CONSTRUCTION NOTES v J0 ~ �� ^ 19 ADJUST VALVE CAN AND LID TO GRADE 1 .. I$ r RIW A 8 PER DWQ No 3� 1 CONSTRUCT 6.5 ADJUST A.C. PAVEMENT OVER 12 MIN. OF 95% COMPACTED NATIVE O A T S 0 T RM DRAIN MANHOLE RIM TO GRADE O BASIS OF BEARINGS FES LEGAL, DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER OQ�O SAO SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32, & TYPICAL SECTION) 21 INSTALL BARRICADE PER STD. PLAN NO. 118 BEARINGS ARE BASED ON THE WESTERLY LINE OF �i 0 • C 6.5 A.C. 351,551 SF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP �� Q�� '�� Fti 2 CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 22 INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES 1 NORTH, RANG 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANG 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO.Centex Homes ,qL@US-KEEFE and ASSOC., IN G% O AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, �` rn 1265 Corona Pointe Court 1011 N. ARMANDO STREET 983 m O3 CONSTRUCT 8" CURB PER STD. PLAN NO. 1003 FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879 GRAPHIC SCALE 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY ANAHEIM, CA 92806 4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) 40 0 20 4o So RECORDER OF SAN BERNARDINO COUNTY, BEING Phi (951) 479-9300 Ph: (714) 630-1626 PER STD. PLAN NO. 1015 Fax= (951) 372-2819 J' 1 „ = 40' NORTH 00'30'24' WEST. Fax. (714) 630-1916 �CIV11, �� 3 BENCH MARK REV. REVISION DESCRIPTION DATE R. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A' � A-3 R�co�o o�w�N� o��os�i� .7•�.IJ RpFESS/0 AE11CASCCALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE�o p • c� Nq� STREET IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o 2 ADDED SH�� 12 eG � SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,`��5 '�� Fye E NJ Ci I N E E RI N Ci SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 p COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' J' y 937 SOUTH VIA LATA DRAWN BY: COYOTE CANYON ROAD SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 Q REV. QTY.; DELETED "NOT FOR CONSTRUCTION ; �It 6 (1' O C - w rn SUITE 500 OS AS SHOWN ABOVE HEREON CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER z _ FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES; MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO Or-, No. C041983 EXP. 3/31 /08 PH. ,(s 9 783- COLTONON, , FAx 909CA 92324 783-0108 DESIGNED BY: + 413' WEST OF ROADRUNNER ROAD DATE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. OS TO ' O WEST �?ADRUNNER ROAD SEPT. 2004 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG RELOCATED STREET LIGHT & STORM DRAIN; ADDED PREP IED - CH131S D. OIMMINS R.C.E. No. 41983 MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL. FREE 1-800-227-2600 INTERSECTION & REVISED MEDIAN CURB; ADDED J�gTF C10 -F"' E I .-:�3/31�08 CHECKED BY: APP 0 Y: - - DRAWING NO.: 3 NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FENCE GATE 10' PAVEMENT &DRIVEWAY OF CALF DATE: ��'� SBC J.M. CI NGINEER R.C.E.lw_ 51152 DATE: 3800 i2 2 ,...� _ w� =��w ,_ __