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HomeMy WebLinkAbout1226 DRAWING NO 38 1 - /{ P- 4 4- CONTROL NO 1313 'L41' + v OVERLAY NO. 138 7-41 ~ % ! B+ JAif Br DATI BY 041E ow Release Date .3/30/97 5/ 718 / R/N GENERAL NOTES t/r 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA 8 ,22 g7 AN SI EWALK0TILtr 23. s ru{L�c rtrlrTr STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. AN SIDEWALK AN SIDEWALK HE WT 7• S• 7• EASEMENT CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE O I I STANDARDS AND SPECIFICATIONS. ? l/, 7 I 4' 4 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RI6HT-OF-WAY y/25/B8 Ll LEVEL LINE, I•n I LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA. /2/IJBe 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR - 4 TYPICAL SECTION �0 4 TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- 1 ,I.s SEE BACKBONE STREET IM- WAY. N.T.S. i QP@w-194 CFS PROVEMENT PLANS PM 9192 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 'r 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL X11 SEE BACKBONE $TWEET IN- BE CONSTRUCTED PRIOR TO PAVING. 1 �Rf s Cm PROVEMENT PLANS PM 9192 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR 2 0 9 E ___ APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 2 1 0 _y q 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER tu- L LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ~ N 43 4 2 ASPHALT PAVING. W 8 z 18 19 g 6 26 4X27 , 50 49 48 47 46 45 44 41 � Cf5 1 1 p�� Qi 92 CFS S ORM ORA1N PLAN'S B• WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE = LJ W �,Q R P.M. 9192 SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND W d w _ U w SLE $ EET NO. 3 ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN � 7 I - 17 20 al = 28 -- __- - -" - -- - THE NATIVE MATERIAL. 1 2 2 5 - ANTLIFIR PEAKT t --) - N - 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE _41CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 29 REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 13 14 16 21 31 32 33 34 35 36 37 38 39 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE 3 24 40 THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 246 5 1 5 22 23 3O 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE T.C. ELEV. INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN CURB LINE COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. O O- srREEr TREE 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 1/2' R 6 1/2' R SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT. • TOP OF 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 1:4 '=ETI 1/4 LIP PAVEMENT SLOPE ATTER 6'. t��T 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40% SHALL BE STAKED WITH 3' OFFSETS AT T. 1/4' PER 1/2' R 12.5' INTERVALS. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS. FF I 16• ATLALLADE HINGEAKES POINSS(,LL BE ED6E OFTBY THE PAVEMENTCPOINTSTOR OR WITHINEOCOI(EER.DF SUBVGRADEING TAKES ELEVASIONLBE AND AT 22. • NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY EN6INEER � •A' 100 0 100 200 AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO 1"=100' - PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. �«-7.51 25.5 scale feet 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE USE UNDER C. MONOLITHIC RECOMMENDED RATEFOR THE FULL PAVEMENT HWIDTH EPRIOR OTOLEO AT THE MANUFACTURER'S PAVINGI 61 CURB & GUTTER 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE EN6INEER ONLY FOR THE CONVENIENCE OF DEVELQPER, PER STD. 303 (MODIFTFD) ESTIMATE OF QUANTITIES THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NUT SPECIFICALLY _ 1/10' 1� (FOR BONDING PURPOSES ONLY) INDEX MAP LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF MORK. DETAIL Jt-__-__+______________________________________________+__-__-_--_--___--_- 19. CITY APPROVAL DOES NOT INCLUDE MATER OR SEWER SYSTEM ESTIMATE OF QUANTITIES. i. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE ITEM 1 DESCRIPTION 1 QUANTITY 1 UNITS 1 20. STREET SI6NS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE THAN 10 FEET APART. ______+_____________=====zz:z:zzs:::srzzz:z:sz:zz=z=z}zz=z=zz===+zzzzzzz+ CONSTRUCTED AT EACH INTERSECTION. 2. All CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 1 1 4' AC OVER 4• CAB PER TYPICAL SECTION 1 36,995 SF 1 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. +------------------- ----------------------+-------- STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVA U . PRIVATE UNLESS OTHERWISE INDICATED. 1 4 1 4' PCC SIDEWALK PER STD. DWG. NO. 310 6 311 1 10,950 1 SF ENGINEER ' S N O T I C_E T O.v C O-N T_R.A_C T_O.R 3. PLACE 3/40 DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOM t------t----------------------------------------------+----------+-------t (,� Co�vsr�uGria✓ Ncrfs fe�C .ST�PEETT•PEfS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LIME GRADE IS LESS THAN 0.40%. MINIMUM OF 4. 1 7 i STREET NAME SIGN PER STD. DWG. N0. 402 1 4 1 EA JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, z ALL Sra°EErrtEES A, z-ir E PCACEo i,v-feaCDANGE&Ilrw err fr*/vmrA AcG 1 13 1 LOCAL DEPRESSION PER STD. DWG. N0. 518 1 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL ,t, ALLsrr"r17Ees• Sf14aAe,.Jr.0Ar4 AND PIANTEO ACCd.P4/ru4 rO elrrS7ACOA,rh 605w. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE ' ' (CASE A,B,C) i b i EA i J, SO/L FF•PT/L/I/A49 4*.4 C/IVa/Tj0/✓/IVi+'Syq�Qr 1A1,4ee-0•CdWA1Ve ll1r.V SECT�D/V.?/.t-/.,t df THE STq/VDA� +------+----------------------------------------------+__________+_______+ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER svEGiCle-AWn�i /dp oa�uc A,)oeK9 co�vsr.PUGr�ov. 7_1;V, ,<�.gv�c�i� q„�E,ve,nE.vr3'svAtl dE u.�6e HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE wiTN THE ,oro oft Aver,pPe�'.OiYiL' Airlfir�Dr!lENTS• ro �lo,9P N.9riy SD/L• ALL A/yIEND/�IENTJ APE TD B� 1 15 1 STREET L ISHT (5800 LUMEN H.P.S.V. ) ; 9 1 EA ; + + TNo.<oK6f/ly /l9irEd ,or/O.P ro IIAC.rF/LG/N�. ---____f______________________ _ _ __ _ _____+__________+_______+ PERFORMANCE OF WORK ON THIS PROJECT. y, JE.rT/L1LAT/ONA0Chuz J*ALLA"40AM/v le So1C5 4Etvj v- 1 20 1 6' CURB AND GUTTER PER STD. DNS. NO. 303 1 2,189 ; LF 1 <<r�.visrr�e ro r/16Eirr.7nisgE47; P i 1 (MODIFIED PER DETAIL J) (SEE SHEET 1) 1 1 1 THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR r Nd;SrlE7'1XEES.'YAL1 BE AIANr" V,y ,p� 7W1'CfVTE,I' O�rVe reMAI- ZS LLOSE.�TiY.INTiShCEEFEETIJ� To FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO rwEO�Gu�B, uy�SsoryE,t*,,1.5 07£G- w o-W 1 25 1 CONST. LOCAL DEPRESSION PER STD. DWG 518 1 1 1 EA I CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND 6, ALG Sr _rrr.[EE.4 ro rA/sAEC7-14W,IND ~,00rA0vGE ao-/,yL-GrYe-AICMteFe• W Z ~ = 1 1 (MODIFIED PER DETAIL A) (SEE SHEET 1) 1 1 I RESOLVED. {N{y --------- ------------ five I , , •wnrs6 11� ' I 1 34 1 DRIVE APPROACH PER STD. DMS. 305 __1 50 1 EA 1 ENGINEER ' S,_. NOTICE_ T O CONTRACTOR . . Z �p S< __ t rep *i 4~I ' Iftwilf I t--------------------------------------------------- 4•----------t-------t < ^W_+d Uj W /..•1AEiilz t4. A i 1 CATCH BASIN (SEE STORM DRAIN PLANS P.M. 9192 1 1 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES FA i=Uj a ow sr�►.s/. S>4. st. e«/ ) S1 i FOR DETAILS) 1 3 1 EA 1 SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE W o= f t -_--__-+______________________________________________+_-_-__-___+-_-__-_+ LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE Z ? Z� a J�` �� ' 4 Q1 7q srQEEr rtEE�E,tsrxEsrrt�Elo�vsT,rucriowA/orEs,c�EtEa,/. �� f,� CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR < ;m jj 11' 4_ ____ .__ __ _ _ __ _ _ _ _ _ _ _ __ _ __ _ _____. _ ____ _ _ _:_ ___ _ __+ GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE _ d zc 'L' A_ 1 W G ��j°� ` ta •�+�►��► w.nr�iarsAr�r PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES LOCAL DEPRESSION FOR SIDE sr•z.r :«Rf.�= NOT OF RECORD OR NOT SHOWN ON THESE PLANS. W OPERtRG CATCH BASIN PER STD. S1= ~ z J w (MODIFIED) 0 = o S m N.T.S. W r � LL#A m tn m< DETAIL A W - I. N-4 INCHES DIKE OTRERMISE B) m 0 IMAL PLAN. CO.NTA_CT THE FOLLOWING AS REQUIRED ,_ I. MINT A SNAII IE SET AT M INtll IEIOM EI(STIN6 1611 'SM. CONSTRUCTION NOTES: 4,.8._. HOURS PRIOR R.. .T_O E.X.C.A.V A T L O.N © ADOEp STeEET%BEES f r2EcATL�D Nor S, civ E�/rcC �p 3. lECIAI IETAllS GOVERNING THE CON5TRUCTION OF THIS LOCAL Con/SULrA"rS, /n/C. 3-'-6 BFPRESS ION ON VERT I CAL CURVE SM ON GENERAL PLAN. SOUTHERN _ _C_A L_IF=QR_N I_A__._GAS _C O M P A N.Y s .., ��I71N !� DESCRIPTION OF REVISION DATE CITY 49 AC OVER 49 CM PER TYPICAL SECTION BREA2191 E. BIRCH S T. �� _. _ PPR. o W= ^ , CA 92621 A o=W (SEE GENERAL NOTE 21) 1714) 529-2889 (714) 529-2070 CITY OF R fGbTN/lL frt/Y CiWj) f J •. ANCHO CUCAMONGA W - N 4 4 PCC SIDEWALK PER STD. DWG. N0. 310 11' 311 SOUTHERN CALIFORNIA ED I SON COMPANY m o N 1351 E. FRANCIS ST. - h»cam J W o W 7 STREET NAME SIGN PER STD. DWG. NO. N2 ONTARIO, C A 917 61 H/GNL ANO Alif W- TITLE SHEET °` ¢`_ -' A LOCAL DEPRESSION PER STD. DWG. NO. 518 (CASE A,e,C) (714) 986-5861 C. W W o J J s V JC�H`uxd d d d¢ STREET LIGHT (St00 LUMEN H.P.S.V.) OU-C A M O N G,A C O_. WATER D I S T R I C T : � ff sy 9641 SAN BERNARDINO RD. r FOR � o-���W� 0 o LL = S' CURB AND GUTTER PER STD. DWG. NO. 3D3 RANCHO CUCAMONGA, CA 91730 PIOVEINT PLANS ===->d- o W:�=:NW (714) 987-2591 o s=M W (MODFIED PER DETAIL J) (SEE SHEET 1) dyN� �f�it/A,rO/XIl� fi(/)'<� NU W GENERAL_ .V TELEPHONE COMPANY : N Y�_ R _ _ .-.. _ . _ _ _ _ «\_.� _ _ TRACT N O. i 243 1 CONST. LOCAL DEPRESSION PER STD. DWG. Sii 280 S. LOCUST, P.O. HOX 2920 � N N; (MODIFIED PER DETAIL A) (SEE SHEET 1) PDMONA, CA 91766 h �FF1 �p�a 0N� API'POVED BY DATE N=o= 18001 422-4132 ♦r W JON`�O W W= _ O DRIVE APPROACH PER STD. DWG. 606 PACIFIC HELL COMPANY : �+ �, �j CITY ENGINEER R.0 E. 72397 t Vi C•-�W ZS � `=r==oW ® CATCH BASIN (SEE STORM DRAIN PUNS 3939 CORONADO ST. ROBERT P. I(IN8 DESIGN - RECOMWNUED RIS == = == r-),6 � r ANAHEIM CA 92807 _ -_ - �- W =d W ►' P.M. 9192 FOR DETAILS _ 5. C) (714) 999-5639 C 04134 a J:• StlEETTlEE QO �lSr,�EETTPEEL'O.kS�.111GfiD�vNOTE5f/E�Ed✓• ri METROPOLITAN = -� C011SUItatltS. inc. + t _ _ . . D_ I_S T_R I C..T s DRAWN 1355 E. Cooley Drive.Colton, California 92324 I A/1fE�P/CgN3k/EE7 cl/!I - (/SQS/�}' ) 9EA• 1111 W. SUNSET BLVD. (P.O. BOX ,,4153) D / SHEE1 00O o:3J H N= ~ Q c7,u e25-2127 z0000s .c QD ruUOr,(EE- (�4W /BEA. LOS ANGELES, CA 90054 LOCATION MAP ° �CIVIL LM-SAS 1 OF 3 �_�_ (213) 250-6432 CONTACT PERSON: ART KINODP NOT TO SCALE V Z U d��W WO,.. O Z V J O O iC H t:J=U� Qty CHECKED 34 Ck- � CAL�� R.C.E. NO. C / DRAWING NO. DATE FILE NO. lZ2l5 DRAWING NO. - 38 f - IZP - 45- �-'" CONTROL NO. f3o z 3o J J W -- - 4k - OVERLAY NO. , 130IZ3oI I F W M= a.euFf ,%[E. EI, OAT( 8Y OATS 18V _OATS Release Date 3/-7-o/B7 BENCH MARK: NO. 140 V RY ;c(�Ri1 �tE 10 . , I - , I i , I � . I � . . ; � : ! I � ; I I I . . I I G 7 i , S� �8 to t;l►nt� p,M'itr f.f E EAeE„ . : R`11 ROUND HEAD NAIL ON BRIDGE WALKWAY , . .. , . . : E IS tIN� 8; OAD i ! _ , ,t r .► # I , B Z 87 6.5' WEST OF EAST END OF BRIDGE OVER t•#1.4 yI .1 1. DAY FLOOD CONTROL CHANNEL SOUTH SIDE E It J/ /S 1 - OF HIGHLAND AVENUE. l- 93.70 r : ' >T I. . . . .... .. , _ - - - b . 1 ELEV. - 1485. ! L/s 8 Y t 617 ,7 ,, 0 S �t f 14 I ti h L A9.a t3 E j.�a.5 y/Zs 88 ,r t , ,. . . . . .r ° I , i ev > 1.1i t 'I 1. [ E > � � . 4 • 1 v O � y v w w: *0 t w i ,rrl. 3/ : ,, , r . a, . I . .. : .. , .. . , ,. 4 •+ v t � M % i N .\; v H �.. io 1. M . v 1525 _#V �. ___�___.._ _ L It -�� _ _ _ _ _ �-_ _ 5 - °� ,�. ��� V N N N � • H N N «/ T O N h . r eri M1 `I � _ . I('-o �/%) p 6,4°� . h �4 IN � J �as � ; � � 3 j -o.�/� oso. nl ti N. p t: o , / a # . I �,' , ly _ . T ._ . . f ,� # tt . I # T L LOG Ib(I�T IiztG Odtrm ? :lt i I O o. FIN 19�4 I OE QFT : --� - so _ v y ti DEPRf5510� 11 ! Vit, ti , 1 �, . > a m ,Y k '* v o �' j 11 % . , w1. }-� (. n : /'� F(N I JH $RAt�1E Ttw LFT i ���y/. WITH CJ4ti1C0 K PLACE a '" ! ``�� h I f I f$I511N6 Sl�t)UItD 14tH ^ SEE STREET PROVFMFNT .► . ; . , . t W r/ ! ! �- I PLANS FOR TRACT 13563 � > -21 � . . - ♦ vi-2z - qSI I t v t f ,4 1 , % , *_ . I, . L jl b d h +. A4 F ; H 4 N r > . . . . . , . . .. . : , % : ; , : , . �, �.� . t # ', £ i I i j(jt{ /j+ A . K . 1\ . _ . Q f h N t e F ` i , .� • �1. a • . • .. : �` - N r� - . . . _ t. w N o _ _ _ ._ _ _.,., .__., ..._.< _...._, . .._.. ...... ,__.. .. _ ., ._... _ W . _ 4 �. _ _. __ 3525 •C: -_-11 __. ��- �__ _ ` " .\ " _ .a � 2 . N �� N .��� W%7,U f t N v_ .. �_ - � - ' _ . (o ;<!% D 6400 _ Q � �.� ;� ar o RADE C/L f ►. O d 0 `� ti ( _ . . -o yj/ F 1 I £ 1. / i 1 t _g -11 --� - . I. . X I T I G ROUND. ! (t ltil . i C/I. ; h . �. . t sT t buattr z . N f y .y E , _ -' CYt /,/ 1, f I i or? i Y f INI SH f�RAtTE ? 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Qom... •z39 0,_;- �'�;�� Al �,. 1 y �/" 11 E 2 `3 ti m �� 1.5 �) / �� ��� �q� W J OL rk `Q w U<a •I$ .- LS!fL- • S.-••• S j(�` f W o� mss'¢ �'►y (�� .._ � a�j��rh 77�3�is)C 40 6� S3 � �1�j( I / iy�� „- W <J°d Un Sf�- -_/ wN ley . 1e C u.•23 h44 1 q. 2y ,�►(. / p G D vt! C ? °o z m [!1 .0._S �:b d` - Sl ti- 4 Yom_F 46. 334 �s'o� i `G �° h, �14.4p31' f4 �✓, i2' �15 � 4 P� �` 3.3 l b. '6( I �� �/ /I / u � ROBERT'. I� � Clic = F o g D Si �z 8.0 ........ �� \ w0 ° �d• (Z�p 1 �• 77' // / OGI V.) .� �!2 �1y� `���s _ ` 11 Irl 0 041341 � 2 -,i i DRQ/NAGE EAS.nrEu7✓ EY js6, 1 ��' ti'>,F`' y.\ \� L_ O /i�," ` "•6"., - � M 10' f�- ,f,W4 � � (Fl�p9 II I � U � 0i- a •,T .7 ,, 7 51 . 40 � // p , L=AS !> v, 1 t EXPIRES n (-- O o z vi PIANS 101 9/91 / - � 0 �' - � � � CIVIL. N,n� 5 - •B4 _ �, / \ W "cl; o �`� s�E�_`� "' # / �39 log° oar l 1l �� �t�, s ,� 4 4 � J y ?- ? r '11.w c 7 18 lr' lF Of Cpl\�p� Di ,+<nnfe sr�•EEr r,�fs iolia�Bg 13-?-92 ,> V\�: t 8 0 ) 9 !� /��,� 16 17 , 3 o /it �� CI1 Y Wo= �, s 7 M v ^ 3 c DESCRIPTION OF REVISION DATE APPR oom=-_= * Y I � 15 3 III III _ 'Y6`Oy v 1n I II II =W_ 3v � H * 3 �f 11 I CITY OF RANCHO CUCAMONGA Y y Z t -- �► \ 3 is ��LL,, o CONSTRUCTION NOTES: _>=o m \ �\ .� u 34 lam' PLAN AND PROFILE V!»pC- a _ oWW� 3 OUB ¢x r, 6,---r O H ��=o�> 34 40 0 40 8019 . o v f 3 M t Ql 4 AC OVER 4 CAB PER TYPICAL SECTION F O R � �S<<� 1 = 40 _1111111 Z ��-- (SEE GENERAL NOTE 2!) ` J��fA J... _�_. -- --__-.- scale feet o='.�.-2� I 4 4' PCC SIDE WALK PER STD. DWG. NO. 310 h 311 CALICO PEAKPLACE : U>J U W 34 7 STREET NAME SIGN PER STD. DWG. NO. = PANORAMA COURT oo �. o W=�o..h2 o E=2 a�W � I LOCAL DEPRESSION PER STD. DWG. NO. 518 (CASE A.s,C) WW-1=¢=_ � PANORAMA COURT • W >E - STREET LIGHT (5800 LUMEN H.P.S.V.) TRACT N O 124 anzs= !N¢_m z CALICO PEAK PLACE 6' CURB AND GUTTER PER STD. DWG. NO. 303 APPROVED BY DATE s�i,"d _ =W - % cayp� 3„z, V I J„�of ( ) ( ) CITY ENGINEER R.C.E. 22397 W W=y=�W i MODIFIED PER DETAIL J SEE SHEET i ~ .-,% C S Z= _ __ DRIVE APPROACH PER STD. DWG. 305 �� 2 DESIGN = - _ r COM4ENDED o =o o=d� 9 CATCH BASIN (SEE STORM DRAIN PLANS RJS === _ =_ b s. t�v ,0=a; =W y consultants, inc. CC P.M. 9192 FOR DETAILS) ` tt '.00« F+F I 7 STQEET TiQEE • DAWN 1355 E. Cooley Drive-Colton, California 02324 SHEEI G o o c=; O _�_-- '� 0 �(TucrP rREc� -,cro�� LM-SAS 2 OF ,�z��r+_... w 9 (7 14) 825-2t27 � i00000 d osc=W _ - (AMERILAN swEEt Guar) -/s-�� �- R.C.E. NO. � W oWd�o=� CL. >J oo¢ Ak-* rx� Cv^,,,S7: /Vore's �sn�i> CHECKED DRAWING NO. H h t=T 5 T DATE "!!�,� FILE N0. /ZL6 DRAWING NO. gP - I- CONTROL NO. IZ5 223 W , - I OVERLAY NO. 125µZ7.5{ I W MA' '. .. .. 71111111 BY OA7E DATE BY DATE go 1111110. 11 1 1011 1 Release Date BENCH MARK: NO. 140 _//0 B7 { ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF EAST ENO OF BRIDGE OVER ! DAY FLOOD CONTROL CHANNEL, SOUTH SIDE vH E / ► j '` '! ,, I OF HIGHLAND AVENUE. O / zi3 k � ELEV. - 1485.617 / %319 y/Zs/B8 .AR. 501RC t " u' t , � t1i 1 y • }53f� IL PM/=2V.1/ LA * a *! ow RAE Z EFI � FINISH Sl � RADE C LEFT OUND R R>M€kIStIN 0. ti # i A- A III a ?si W ` _ e { S(fr F LOC*/- DEPRESS _ #I I zr H h fi ,� < EX 1911`10 0 1r I t ,� # E 8 K _ o >\ � v o oma. N � 3 e - , ,. � ..._.; ,..,w<._...._,�,,__. ....._ _..._ .__. �.. _ _,. _. ._,�;..... alp � ......_,,._......_ .�. _ �._........__�...,-....,w .._:.� �____...._ � �ij��� .r � .,� .w,..._�,m..�. ...,m a > n ,.� . p,,.,,�.�..., � ,,, ... .. _ CC # 3 £ 'x' 30 �qr � � �� N a D O O .� a � � ..�-_•...".�., °o `;t' � NN n �. � � N .� h �� � I _ � ! `� u �2 Jz D. 14 N •� � , < } - Ila 1. # INtS-l+ t frRAE�f 4 / IN i SH GRr�DE C L 12. lz f(L. N E E "I ST INf) 8*0LI tD f t. E 7% 5.315 -L .it `aFHOE�s�bl I v PYA-2t ya 33 L=/#5.73 3i a I - i Pry•ZBQ+' 1 \ � Pri- 2�. f • � F i F , . , I 4 k ji.Y?J 3t:�/d h13? 3L;Y33 S'ti`?Nt) I UL •tt o` ?O.I7 < 1530 R 4530 -RTt ,p �' � v � � I in `R T � ► s � `? � v vv 1 -1530 JRr _, 530 ls. .... ..... . .. _. ....m. w < < • 1 , IN N 00,fry i 5 FINISH N GRADE TC RIGHT 1 L,,.� E .� FINISH; fil?A! -a: TC': RI s`; MA/ D4 ETD /�'t14/NtA N O D.aoD� ,�x Y CURB F�4G VAR CWR8 FAC m r v � � � F.L E f.iC• dR 0 t � o.8¢/ -o. �� -- .e.wf/!� I y 1 PROFILE SCALE: . > �nil I INS GROUND $ RYW DEP SMu , 3 E�! S T HOR1Z 4 VERT. = 4 10 11 10 11 12 13 14 15 � � � ?� 16 17 1��= 40' 40 0 40 80 ti F Z G scale feet .2s' (EXISTING) 34 (` 34 (IXIST►NG) 19 $ NETHERLANDS 34 Z VIEW LOOP 3 ROCHESTER I �' �T �� $ �� ,��� �Fti�,� g9 SEE BACKBONE STREET PLANS AVENUE SEE BACKBONE STREET PLANS g �Q p'i s'f P.M. 9192 i 15 3 Q'�'vt`�� P.M. 9192 4: 1, M I Ii I S` �aE� / '� �� % 1111 i3�1 qty E STORM DRAIN PLAN S �� $,; 03 43 �` 42 PER P.M. 9192 1 3 I I I \k� E / %20 34 4 o z ��,� h 9 �' 25 -�� Z�.az 45 v e _ �,; ,� fj. 1- OWN A\ ♦ III III S •.1' i I� (/ ^ 1 ♦ •° I �0 .VI• ' to z �mW o � N � I r 46 ,3 �; rcZs� 9 ��iy,, GIIP�I _ _t't1 i J r N.7 L=S1 , !g J Y w �.7T LJ ��jc) y a1 w �tyS i�J r 3 p 3 rRl. y1 uJ= V �' 1 3 = o * ZZfs .il o I II(tci �� III �s�� e� 41 o . w ti� 25 i v i 48 v v yw�• FS x•31 J` 1 a 1} 1 Q • C ?? l z1 R , Y J �� \ `a �� 49 V J �, i. ' �. ���pT(- 1 1 t` 2 �� ` _ t W - ,�LLj _ tCt� I c< [; til r a 45.00 1y,o�F� o W o F a 2 -, L Q.R P ELR �s f! FS e-I y► 3 v+ ; M u .p 4O ''O 3 S1 DRAINAGE AV0 W o= � 7 +43�,/ -.s ' rid �; N �5 a Z 11 < _ r+ • b �P t?. O / - 1 8C ,� a 45. 1 1 2 Z Z�> .. 1 y 0 l (•� l,�,tiati�. �� � 6L � g m • • : 33 II 5��' t N K � 00 • . '� 4o f '� r+� E.osFinE�Vr r'uduc ura frits t r _'L,m 13 ie 4. O g'I° oc �' = Io,86 �� 0 �' 1A y�. 8 , I0.6' c 11 = a Z o X51 _ '�� II I O ID eI �; '/tz� a ,5• - k t� c / �� U o=> 3 r 2 E tio. 1 �j m e 27 e- �' 1[ / ° cls ,00 �" PQ 40 = 1 O J J a ` ' S `'c t�1 � rtV P4�" ?1 3 •p0 , 13 4 9 7' 34 W W << r �t� III 1`4 +�2.5 << 0. 04 35 09°M 20 =23 9 =26 . r� 1 N z GI �� ID W' 1__ 1�, >>�S J N8q°36'` 45. 11 � 0 L11 m L aD �J 4 'o Is (�--, 34 Gly P 1=12'ba I W o :i2 49 [, 6 tJ-' S 3 .. 382.42 oo o O �„ ul ! ' A. v' I III f 12 4s• v r F. f IL a �, Z/Fs ', Q1 �t 41\ �.'� _ = p a LT, (' II I o N�< .p4 I �`'� o �; ti;� -- 33 ��ti1 a`�. 38� 11 34 37 Z F =o i !3 �,.� o I oC 1 /8 /Z 2 8 qb ��y-`f _ a?t °, 0 "� 3 ci h 3 MA` z , 4 " j0_�_30 CIL `' 14.1 e_ -, ti� .��►" 34 ' A 7 A 4 •0 4 36 3 • V /� D STQEET T.2EE5 /� O U 3 a 25 i' 6 v� % 3 3 IF I A E Ger , 60, 5 ,�,., : 1��� _ ; 35 M o o , - ti^ ' ti - 3 F CITY iS I 12-51" - Q u 34 3 3 �* 9 as o ,� 32 v 33 3 3 o 51 DESCRIPTION OF REVISION DATE APPR. .Wo: .f4 V III +II I 29 > Qo- ¢ o>W_ ♦ v 34 3 � 1 ♦� :� "`i J a 3 o m CITY OF RANCHO CUCAMONGA LL�o=J, 7.1 o CONSTRUCTION NOTES: ? o (EXISTING) `�o�ti ,a�* 1�.1 30 31 v u 34 is =J�=`J " NETHERLANDS ¢¢ W LAN AND PF�O�ILE �' a CI W W C.:, W p 49 AIC OVER 49 CAe PER TYPICAL SECTION9 VIEW LOOP 34 a FOR U 16 (SEE GENERAL NOTE ?i) SEE BACKBONE STREET PLANS � 34 ANTLER PEAK COURT cl< s M . -W==:;- 4 4' PCC SIDEWALK PER STD. DWG. 110. 319 ,� S1i P.M. 9192 U Fz>� C U F=•�V E L7 A T A C:E PA T E F<L_ 11 11 E F-<�F- I>i� � Qapf ESSIo S U N R i D G E COURT O. -W=oW _5 z o s y d= O W i y=z rnZ T STREET NAME SIGN PER STD. DWG. NO. ____ ______ ___________ _________ _________ _ __ ____ ___ __ _ _ _ W� _¢__ --- - COURT ���` FA TRACT NO. 12643 S NRIDGE COURT NO. 1 RADIUS-1 DELTA , LENGTH 1 TANGENT_ 1 ANTLER PEAK STREET LIGHT (5900 LUMEN H.P.S.V.) N 0. 1 RADIUS I DELTA 1 LENGTH I TANGENT 1 1 y _ _ _ ROBERT P. KING s _ ® i CURB AND GUTTER PER STD. DwG, 110. 303 -------- ------'---- -------- ------- -------- ----------- APPROVED BY DATE 5 ;3 `ohaso3 °7 • 1 1 1 60.00 1 38 44'22 40.57 1 111 .09 I 83 1 45.00 1 86002 '58" 67. 58 42.00 C041341 CITY ENGINEER R.C.E. 22397 1 1 • 11 1 1 1 1 1 ♦ -- - - "' (MODiFlED PER DETAIL 1) (SEE SHEET i) 40.0( 2J7 B '44 179. 7J 1 ' ---- ' --- ----- ' ------------ ' --------- ' --------- ' xvrQ¢ALL' 1 ry 1 1 r • " 1 r 1 1 1 1 1 I 1 1 1 � 1 ► 1 � 1 EXPIRES * �� DESIGN =_ _-_ = RECOMMENDED 62.00 1 �$ J7 ' 18 1 31 .33 1 16.01 1 >�b s •r- -__�� CONST. LOCAL DEPRESSION PER STD. DWG. sie 3 3 I � .C 1 1 clvll ! RJS `__ =W 34 58. UO 1 143'S7 '34" 1 145. 73 1 178.29 ___ _ __ consultants, Inc. CC Fn ¢"" " _ (MODW ED PER DETAIL A) (SEE SHEET i) "o¢x d W , 1 38 1 60. 00 1 2J 50'31 1 27.06 1 13. 76 1 O W=d0� i.7 1 1 1 C• N 1 7 1 1 Q¢;O S J © - - -- W DRIVE APPROACH PER STD. DWG. W5 39 40.00 1 254'32'31 " 1 77. 70 1 CA�k�Q� DRAWN 1355 E. Cooley Orive•Colton, California 92324 SHEETrod V 0 0 0 0:3 m 1 40 1 60.00 1 48.42.00" 1 51 .00 1 27. 15 1 : E_=3=h o 5® CATCH BASIN (SEE STORM DRAIN PLANS 1 1 N 1 1 1 3 OF 00000 a 1 41 1 27.00 1 86 02.58 1 LM-SAS 7t4 925-2127 t ¢oso4O. J5 1 2J. �U 1 - _ -..- CHECKED R.C.E. NO.G01/14/ DRAWING NO. W O W =o== P.M. $192 FOR DETAILS) 1 1 1 1 1 C-12 Z;i ALL JQ 7q STREET 71REE(•� (TULIP TREE) ®(,AMERI(AN SWEET GUM) -/S6,ve- �i4. DEQ 7-.E6_- -b1VJ- A107 ES/ [ INT/) DATE 3 /7 FILE 110.