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1962
I PUBLIC STORM D I SIGNIN STRIPIN IMPROVEMENT PLAN STREET, PROJECT SITE BASE RD. CHURCH ST. Z m a FOOTHILL BLVD, CULTU L CENTER DRIVE ARBOR LANE O ARROW RT. PARCEL MAP NO. 15716=1 a PAVING & DRAINAGE GENERAL NOTES CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA 4TH ST. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,THE CITY OF RANCHO TRACT NO. 16313 ' TRACT . 1631 �` ; S Q CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS i ' f ':. , ? .,: CONSTRUCTION-CURRENT EDITION,INCLUDING ITS ANNUAL SUPPLEMENT$OF AMENDMENTS. y '" i .. I RESPONSIBLE FOR ADHERENCE T _.._...______.--- ___._____ ______.. _ _. SHA!!BE FAMILIAR WITH AND SHA!!BE ESPONS BLE 0 AD ERE GE 0 _. _ �._ _._ _7- CONTRACTOR - .___....._._ ,-_ ,. ,, _ .,w�r __ _ INDEX MAP - THESE STANDARDS AND SPECIFICATIONS. SCA! • 1"=100" _.._ __..____. ___ __-__ __.._ __.__- __._ ____ . _ ______ ___-- -- _-- ---__-- __.-_ __-- -___ -___-.- -- -- __-_ _._____ __ ;___-.____ .__ _.._______. SCALE VICINITY MAP 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES,WATER - ,_ . -_.. �., : ____ _ _.- _ CHURCH STREE7� • CFD 2001-01 B� __.-=�s __� .. w m� ._:�_._.�..:�Y_:� � r _�• METERS,VALVES,FIRE HYDRANTS,ETC.SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE Zi-I - NOT TO SCALE V T RK I T N RIGHT-0F WAY LIMITS OR W ADJACENT AREAS WHERE MPRO EMEN WO S 0 BE DO ER T R PROTECTEDW A R IR AT SHALL BE REMOVED,REPLACED,RELOCATED 0 PLACE S REQUIRED NO - _ COST TO THE CITY OF RANCHO CUCAMONGA. W + t CONSTRUCTION NOTES & ESTIMATED QUANTITIES 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHA!!BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES y RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. # STREET IMPROVEMENTS UNIT QUANTITY r + 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, , ' w 1. CONSTRUCT 4.5'AC OVER 5'AB SF, 84,803 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ;; i I! ; ' 2. CONSTRUCT MODIFIED A2.8 CURB AND GUTTER PER CITY STD.DWG.NO.104 AND DETAIL SHY.NO.2 LF 3,935 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES 8 PARCEL. 4LT 3. CONSTRUCT PCC SIDEWALK PER CITY STD.DWG.NO.103(WIDTH PER PLAN) SF 25,458 SHA!!BE SET AT ALL HINGE POINTS,EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OFSUB- p�C , 47 4 #F PARCEL p 4. CONSTRUCT ACCESS RAMP PER CITY STD.DWG.NO.102 EA 12 GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES �►: PARCEL MAP NO. 18116-1 t� NO. 15716-1 MAYBE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL.CURVE AREAS. iMULTIFAMLY 5. INSTAL!95W LUMENS STREET LIGHT(PAID BY DEVELOPER,INSTALLED BY SCE AND COORDINATED EA 19 I `, THROUGH CITY TRAFFIC ENGINEER) r l RESIDENTIAL $ i RESIDENTIAL 6. ALL SEWER,WATER,ELECTRIC,GAS,PHONE OR OTHER UTILITY LATERALS,MAW$,OR 6. CONSTRUCT Ate CURB PER CITY STD.DWG.NO.104 LF 369 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. ADJUST SEWER MANHOLE TO GRADE FA 4 i 1 TRENCH BACKFILL COMPACTING 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, s! ; 8. ADJUST WATER VALVES TO GRADE EA 2 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 I+ ! �; ' ' : { Q 9. INSTALL REDWOOD HEADER LF 13?+ r. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE I} c3) g La 8 4 6 I y f; 10. INSTAL!MODIFIED BUS BAY PER CITY STD.DWG.NO.1119 LF 313 MATERIALS AND/OR SURFACING. $ 11. ADJUST STORM DRAW MANHOLE TO GRADE EA 4 Z 8. RT MITT T THE ITT AT THE COMPLETION OF PAVING,A MATERIALS REPO SHALL BE SUBMITTED 0 E C ' „ %� -: ----- -�w--- ��- --- - _ ' _. 280 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY,OIL + �, �_ - ___�- -.--__�_,��_�E_ -"-_ ,� _--r_u-__-�.-_ :_���_- ,�__-�__- � _ --CONTENT AND GRADATION OF ASPHALT PAVING. ~ ` �+l _ -- --: 13. INSTAL!STREET TREES PER NOTES AND QUANTITIES PER SHY.NO.2 EA UTURA,U- ELATE I r - ___w_ __ .._ _ -._ ... ✓ _ _" _ . __ " i Y' �^ 14. INSTAL!CROSS GUTTER PER CITY STD.DWG NO.106-A(W=3) LF 120 9. PRIOR TO INSTALLATION OF ANY PAVING,A MATERIALS REPORT SHALL BE SUBMITTED TO THE VLx P RIVATE� - -- CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, _--_ SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ` II "g , " --_-__-.__-_-- _.__ v�4Yi ;� - :__ _� # STORM DRAIN IMPROVEMENTS UNIT QUANTITY Q. ' j l A 10. PAVING SHALL BE PERFORMED W ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN + �' - _ _ ;E (� TO DETERMINE STRUCTURAL SECTIONS 8 VERIFIED PRIOR PAVING. + 4+'; f NO 1(VYEST _ _ _ PARCEL. 4 24. INSTALL 48'RCP STORM DRAIN PIPE(DLOAD PER PROFILE) LF 571 I PARCEL MAP EXP SI4N 4 PARCEL 1 { I _ �` `=' _ aI NO. 18716-1 21. INSTAL!42'RCP STORM DRAIN PIPE(DLOAD PER PROFILE) LF 352 +_ _;__� 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY jl P CLL. Jj PARCEL MAP NO. 18716-1 �ICHO CUCAMO GA ti EAST PARKIN MATERIA! THE SUB GRADE SHA!!BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE " WEST PARKING STRUCTURE CULTURAL CENTS ; % '; STRUCTURE 22. INSTAL!36 RCP STORM DRAIN PIPE(DLOAD PER PROFILE) LF 317 Is , t, ABOVE THE SUB GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE � r .� 23. INSTALL 30'RCP STORM DRAIN PIPE(DLOAD PER PROFILE) LF 158 GRADE MATERIA!OF A QUALITY BETTER THAN THE NATIVE MATERIAL 0 24. INSTALL 24-RCP STORM DRAIN PIPE(DLOAD PER PROFILE) L,F.► 14 0 12. IF THE ASPHALT CONCRETE 13 TO BE PLACED ON SUB-GRADE,A SOILS STERILANT REGISTERED PRIVATE ENGINEER'S NOTICE TO CONTRACTOR UTILITY CONTACTS SHEET INDEX 25. INSTAL!18 RCP STORM DRAW PIPE(DLOAD PER PROFILE) LF- - 700 V BY THE EPA FOR USE UNDER AC.AND P.C.C.SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 1-TITLE SHEETAINDEX MAP 26. INSTALL LHV OR EQUIVALENT 96'MANHOLE WITH WEIR PER DETAIL SHY.NO.7 EA 1 SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE CONTACT ALL UTILITY COMPANIES AS REQUIRED,2 WORKING LAYS PRIOR TO EXCAVATION. 21. INSTALL MANHOLE NO.2 PER CITY STD.DWG.NO.319 EA 2 13. ESTIMATE OF QUANTITIES 18 PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 2-TYPICAL,STREET SECTIONSIDETAILS/STREET TREE SCHEDULE THE DEVELOPER,THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS SPIV GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969.7911 28. INSTAL!MANHOLE NO.2 WITH OMITTED SHAFT PER CITY STD.DWG.NO.319 EA 4 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON MR BOB STALLING$ 3-CULTURAL CENTER DR.STREET IMPROVEMENT PLAN&PROFILE(STA 10+00.00 TO STA 21+75.00) 29• INSTAL!MANHOLE NO.1 WITH OMITTED SHAFT PER CITY STD.DWG.NO.318 EA 4 THESE PLANS WHICH 1$NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE THESE PLANS. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK GENERA!TELEPHONE 1•-800-•483-3000 4-CULTURAL.CENTER DR,STREET IMPROVEMENT PLAN&PROFILE(STA 21+75.00 TO STA 25+15.97) 30. INSTAL!CURB OPENING CATCH BASIN PER CITY STD.DWG.NO.300(WIDTH PER PLAN) EA 11 ' ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ARBOR LANE STREET IMPROVEMENT PLAN&PROFILE(STA 4+39.60 TO STA 10+00.00) 31. INSTAL!LOCAL DEPRESSION CASE'B'PER CITY STD.DWG.NO. EA 5 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-22W RES. CONSTRUCTED AT EACH INTERSECTION. PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS 216 R EUCLID AVENUE 1-800-427-2000 COMM. 5-STORM DRAIN IMPROVEMENT PLAN AND PROFILE LINE'W 32. INSTALL LOCAL DEPRESSION CASE'E'PER CITY STD.DWG.NO.307 EA 4 Uj AND SUBCONTRACTORS SHALL COMPLY WITH THE"OCCUPATIONAL SAFETY AND HEALTH ONTARIO,CA 91762 STORM DRAIN IMPROVEMENT PLAN LATERAL'M-2-8,F-LL-&F-LI2' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR REGULATIONS'OF THE U.S.DEPARTMENT OF INDUSTRIA!RELATIONS"CONSTRUCTION, 33. INSTALL JUNCTION STRUCTURE N0.4 PER CITY STD.DWG.NO.333 EA 2 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON CUCAMONGA COUNTY WATER DISTRICT (909)987-2591 6-STORM DRAW IMPROVEMENT PLAN LINE'M',LAT.'M-10-14,&1Li 34. INSTAL!TIMBER BULKHEAD EA 5 REQUEST THE REQUIRED PLAN REVISION$SHALL BE PROMPTLY SUBMITTED TO THE CITY THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S 9641 SAN BERNARDINO ROAD STORM DRAIN IMPROVEMENT PROFILE LINE'M',LAT.'M-2.5&12' 35. INSTAL!MANHOLE N0.1 WITH PER CITY STD.DWG.NO.318 EA 2 ENGINEER FOR APPROVAL AND SUBCONTRACTOR'S COMPLIANCE WITH THE"OCCUPATIONAL SAFETY AND HEALTH RANCHO CUCAMONGA,CA 91730 REGULATIONS'OF THE U.S.DEPARTMENT OF INDUSTRIA!REIATION3"CONSTRUCTION. 7-STORM DRAW IMPROVEMENT PROFILE LAT.'M-3.4,6 ,10,11,13,14&16' 36. INSTALL MODIFIED LOCAL DEPRESSION CASE'E'PER CITY STD.DWG.NO.307 EA 1 16. WORK SITE AND EXTERIOR STREETS SHALL BE W A NEAT,CLEAN,HAZARD FREE,ORDERLY METROPOLITAN WATER DISTRICT (909)5937474 STATE,THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 700 N.MORENO AVENUE 8-CULTURAL CENTER DR.SIGNING&STRIPING IMPROVEMENT PIAN(STA 10+00.00 TO STA 25+15.97) 38. INSTAL!LOCAL.DEPRESSION CASE W PER CITY STD.DWG.NO.307 EA 1 INSPECTOR RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF LA VERNE.CA 91750 ARBOR LANE SIGNING&STRIPING IMPROVEMENT PIAN(STA 4+39.60 TO STA 10+00.00) 40• INSTAL!TRANSITION STRUCTURE NO.3 PER CITY STD.DWO.NO.336 EA 1 THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE REQUIREMENT SHALL.APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING SOUTHERN CALIFORNIA EDISON COMPANY 1(800)655-4 9-FUTURE STREET PROFILEOETAILS PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER 7951 REDWOOD AVENUE # SIGNING STRIPING IMPROVEMENTS UNIT QUANTITY ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED,AND ALL UN- AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN FONTANA,CA.92366 V ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- CONNECTION WITH THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ,- BASIS OF BEARINGS SEE SHEET NO.8 FACTION OF THE CITY ENGINEER NEGLIGENCE OF THE OWNER OR ENGINEER CHARTER COMMUNICATIONS CORP. (909)880-0220 THE BEARING OF N 89x55'01" W FOR THE CENTERLINE OF FOOTHILL BOULEVARD 4240 N.HALLMARK(PARKWAY (�)880-0230 AS SHOWN ON PARCEL. MAP NO. 15641, P.M.B. 192/93-100, RECORDS OF SAN SAN BERNARDINO,CA 92407 BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR i-- THIS MAP. NOTES 0 ''' ENHANCED PAVEMENT PER LANDSCAPE ARCHITECTS PLAN + DIAL. TOLL. FREE Q � 1 -800-422-4133 © PROPOSED GRADING PER VICTORIA GARDENS ON SITE IMPROVEMENTS CITY OF RANCHO CUCAMONGA 0 ❑3 PUBLIC STREET,HIGHWAY,STORM DRAW,AND RELATED PURPOSES EASEMENT V I c R I AATS YM OA Q ENHANCED SIDEWALK PER LANDSCAPE ARCHITECTS PLAN PUBLIC STREET,STORM DRAIN, SIGNING AND STRIPING IMPROVEMENT PLAN GARDENSG A K v E N s UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PUBLIC STORM DRAIN EASEMENT VICTORIA __ STREET TREE PER VICTORIA GARDENS ONSITE LANDSCAPE PLANS CULTURAL CENTER DRIVE & ARBOR LANE z RANCHO CUCAMONGA, CALIPOSNIa [� FIBER OPTIC CONDUIT PER DRY UTILITY CONSULTANT'S PURI PARCEL MAP NO. 15716-1 REF.DWG.LA0. (� EXISTING SURVEY MONUMENTATION TITLE SHEET/INDEX MAP Q�OF L:SS/pN�_ ® LANDSCAPE/HARDSCAPE PER LANDSCAPE ARCHITECTS I HEREBY CERTIFY THAT 1 HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S)THAT COULD BE DISTURBED BY �� C. F PLAN REF.DWO.NO. APPROVED BY DATE' 91 �� THIS PROJECT.ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE N ��'�' ��z 24953 p DESCRIBED AS FOLLOWS: '- "" No. 2059$ m CITY E N G I N E E R /� RCE LA 0 �, V*ct or*ia Ga� �� LC " ►� DESIGN U) NONEFOUND Exp. 9-30-05 CITY OF RANCHO CUCAMONGA roas, 17329to"Ar� RECO 02-18 -04 `�' CIVIL \P* BENCHMARK NO. 10051, ELEV.: 1300.686 B.J.B. � .o s I c v Aa,,u 9Y6u A California Limited Liability Company ' DATE STANLEY C. RCE N0.20596 9lF QR' CA4\E SET t BRASS DISK IN CONC. CURB D RAw N ' s c o u t s yci 949-251 OSU SHEET STAMPED CITY OF RANCHO CUCAMONGA Bhl 10051 1987 AT THE NORTHWEST CORNER OF B.J.B. PLA A /a s I N o I N 1[t 3 s v a v o r o a s to 949 South Hope Street, Suite 110 1 Los Angeles, California 90015 BASE LINE ROAD AND SWANSON PLACE 0.25 1 of 9 MILES WEST OF ETIWANDA AVENUE, AT CHECKED RCE NO 20596 D NG-NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. �� - VICTORIA G A R D E N S RA APPROVED: OF CURB RETURN. DATE 2-18-a4 FILE NO PROJECT SHEET NO. I OF PARCEL 47 N'LY RNV I S'!Y RNV PARCEL 47 NILY RNV S'!Y RNV PARCEL MAP 60' PARCEL MAP 81' NO.15716-1 NORTHWEST NO.15716-1 1PARCEL MULTIFAMILY P. RANCHO RESIDENTIAL 10' 20' 2 MULTIFAMILY 3v30' EXPANSION RESIDENTIAL 1028� 47 CUCAMONGA 0' 0' ' ' 20' 17 10' CULTURAL 0 7 3.5' 6.5' 5.51' 4.5' 0.5' 0 7 3,5' 6.5 8' 6.5' 3.5' 1' CENTER I 2' Q PARALLEL PARKING 1 I 3 3 2.00% 3 a-1 , 51 2.00% 2.00% � 51 2.00% 1.70% 1.70% - ', 1.70% ROUGH GRADE LINE 03 FROM FS ROUGH IN FROM ROUGH GRADE LINE 0.3'FROM FS w .____ ___ ___..___ __,. .... __..._ . _ _. _ .. U GRAD LINE 0 RO S ROUGH GRADE LINE 0.3'FROM FS - _a.__ _._-.. _._..__ _. u_ __ ___-._ _ _. - 3 ROUGH GRADE LINE 1.0'FROM FRONT OF CURB ROUGH GRADE LINE 1.0'FROM TC 1 ROUGH GRADE LINE 1.9 FROM FRONT OF CURS ROUGH GRADE LINE f.0'FROM FRONT OF CURB 1 ROUGH GRADE UNE 1 A'FROM TC j 1 2 2 72 10 ROUGH GRADE LINE 1.0'FROM FRONT OF CURB SECTION to SECTION "D-D" ROUGH GRADE LINE 1.7 FROM TC STA. 10+81.23 TO STA. 11+92.54 STA. 20+97.61 TO STA. 25+15.97 CULTURAL CENTER DRIVE LOOKING EAST CULTURAL CENTER DRIVE LOOKING EAST T.1.40,R=VAR 71-76(TO BE VERIFIED AT SUBGRADE BY SOILS ENGINEER) T.I.40,R=VAR 71-76(TO BE VERIFIED AT SUBGRADE BY SOILS ENGINEER) NTS NTS PARCEL 47 N'LY RNV S'!Y RNV PARCEL 47 W`•Y RNV I W`LY RIW PARCEL 48 PARCEL MAP 68' PARCEL MAP RESIDENTIAL. NO.15716-1 1 NORTHWEST NO.1571&1 N0.15716-1 MULTIFAMILY 38' 30' EXPANSION MULTIFAMILY 4T 47' PARCEL RESIDENTIAL 14" 2$. 20, 10' PARCEL 2Y 27 27 25' REST ENTIAL LY ❑2 7 3.5' 6.5' 8' , 53 43 0.5' �- ® 7 8' 8' 9' 9' 8' 8' 7 PARALLEL PARKING 7 Q g 1 3 51 2.00% I 2.00% `'��, 3'1 2.00% �� --- 1.70% 1.70% - "' r 1.70% 1.70% f q' .. -, .:-.. �. e W __ __�_ ROUGH GRADE LINE 0,3'FROM FS _ ROUGH GRADE LINE 0.3'FROM FS ROUGH GRADE LINE 0.3'FROM FS w - - - _ _ j_ _ -_- -. ___._. _ _.__-__ 3 ROUGH GRADE LINE 0.3'FROM FS ROUGH GRADE LINE 1.0'FROM FRONT OF CURB 1 ROUGH GRADE LINE 11 FROM TC 1 ROUGH GRADE LINE 1.0'FROM FRONT OF CURB3 1 ROUGH GRADE LINE 1A'FROM TC 1 ROUGH GRADE LINE 1.0'FROM FRONT OF CURB 2 2 ROUGH GRADE LINE 1,0'FROM FRONT OF CURB 2 2 SECTION "B-B" SECTION "E-E" STA. 11+92.54 TO STA. 17+32.04 STA. 4+39.60 TO STA. 7+52.22 CULTURAL CENTER DRIVE LOOKING EAST ARBOR LANE LOOKING NORTH T.1.=8.0,R=VAR 71-76(TO BE VERIFIED AT SUBGRADE BY SOILS ENGINEER) T.L40,R=VAR 71-76(TO BE VERIFIED AT SUBGRADE BY SOILS ENGINEER) NTS NTS SAYTER 7:8 318» !,p PARCEL 47 N'!Y RNV I S'LY RNV v I 's PARCEL MAP 83' _ NO.15716-1 38, 45' 43.78'-STREET,HIGHWAY,AND RELATED PURPOSES EASEMENT + r _ 0 0 0 MULTIFAMILY � T w _. �. , _ � a o 0 RESIDENTIAL '�0 00000 10' 28' 20' 18' 8' 29' 14.78' PARCEL 1 0 7 3.5' 6.5 8' 38, PARCEL MAP v4 �Ev�!_ 0 0°0 NO.15716-1 PARALLEL PARKING WEST PARKING I STRUCTURE a r 3 3 ° 51 1 2.00%1 1.70% 1.70% 2.00% 2.00% 2.00% ,• -� - ROUGH GRADE LINE 03FROM FS ROUGH E LINE 10'FROM FRONT OF CURB • � .. .:. . � H GRAD ODIFIED A2-6 RB WITH 18" GUTTER � ROUGH GRADE LINE 0.3'FROMFS7 ROUGH GRADE LINE 1.0'FROM FRONT OF CURB 1 1 ROUGH GRADE LINE 1.0'FROM TC 1 6 NTS 2 2 2 V SECTION "C-C" STA. 17+32.04 TO STA. 20+97.61 CULTUCENTER LKING EAST T.1.=8,0,R=VAR 71-76(TO BEEV VERIFIED ATSUBGRADEBYSOILS ENGINEER) CONSTRUCTION NOTES FOR STREET TREES LEGEND NTS 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. S STREET IMPROVEMENT SHEET INDEX NUMBER o- PROPOSED STREET LIGHT 9 STORM DRAW IMPROVEMENT SHEET INDEX NUMBER FU!_!_ 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT 8 SHALL BE FURNISHED TO THE CITY INSPECTOR ANY UNUSUAL TOXICITIES OR NUTRIENT 9 SIGNING&STRIPING IMPROVEMENT SHEET INDEX NUMBER O FULL SIGNALIZED INTERSECTION PER CFD 2001-018 0 5, W'LY RNV W'LY RNV DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE PARCEL 47 PARCEl4$ LU PARCEL MAP 124' PARCEL MAP CITY INSPECTOR ® CONSTRUCTION ITEM TC TOP OF CURB NO.15716-1 �, 82, NO.15716-1 FS FINISH SURFACE MULTIFAMILY MULTIFAMILY 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING ® NOTE p� RESIDENTIAL 25' 37' 3T 25' RESIDENTIAL DIVISION. FL FLOW LINE pp ED 7 8' 8' 1T 8! 7 D 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. Q W O 3.7 � 2.00% 1.70% I 1.70% 204 STREET TREE QUANTITIES ROUGH GRADE LINE 0.3'FROM FS - •i••' • ' ` - ___. . .._ _ _ __.'.' '_- ' _-." - - �-'' � ROUGH GRADE LINE 0.3'FROM FS 3 2 1 ROUGH GRADE LINE 1.0'FROM TC-� 1 2 3 SYMBOL STREET NAME BOTANICALJCOMMON NAME QUANTITY SPACING SIZE �' ROUGH GRADE LINE 1.0'FROM FRONT OF CURB ROUGH GRADE LINE 1.0�FROM FRONT OF CURB SECTION "F-F" CITY OF RANCHO CUCAMONGA � _' CULTURAL CENTER DRIVE WASHINGTON ROBUSTA/MEXICAN FAN PALM 53 33'Q.C. 1T B.T. -J STA. 7+52.22 TO STA. 9+26.00 PUBLIC STREET IMPROVEMENT PLAN VICTORIA GARDENS ARBOR LANE LOOKING NORTH T.1.40,R=VAR 11-76(TO BE VERIFIED AT SUBGRADE BY SOILS ENGINEER) PLATANUS ACERIFOLIA'COLUMBIAY 50 NTS ARBOR LANE LONDON PLANE TREE 25'O.C. 36'BOX CULTURAL CENTER DRIVE & ARBOR LANE a. - PARCEL MAP NO. 15716-1 W TYPICAL STREET SECTIONSIDETAILS W CONSTRUCTION NOTES NOTES APPROVED BY DATEP" > O1 CONSTRUCT 6-AC OVER 6-AB Q PROPOSED GRADING PER VICTORIA GARDENS ON SITE IMPROVEMENTSC i TY ENGINEER AA�6( (;�l��(�(�/ RCENO 0 24953 a 0 CONSTRUCT MODIFIED A2$CURB AND GUTTER PER CITY STD.DWG.NO.104 AND DETAIL THIS SHT. DESIGN 3 CITY OF RANCHO CUCAMONGA roa88 nim 3320 CONSTRUCT PCC SIDEWALK PER CITY STD DWG.N0.103(WIDTH RECnOM NDED Q ) BENCHMARK NO. 10051, ELEV.: 1300.686 B.J.B. • •o r i c w 1r %a V2614 U © CONSTRUCT A1$CURB PER CITY STD.DWG.N0.104 SET Y BRASS DISK IN CONC. CURB �949-MI-8821 STAMPED CITY OF RANCHO CUCAMONGA BM DRAWN 3 C H U L T E FA)b 949131-0316 SHEET 10 INSTALL MODIFIED BUS BAY PER CITY STD.DWG.NO.119 AS1198-r AT THE NORTHWESCORNER ORNRF B.J.B. SPLA Es E N O i N I i a! s u a v i r o e s 2 OF BASE ROAD AND SWANSON Er MILES WEST OF ETIWANDA AVENUE, AT CHECKED - DRAWIIIGG NO. CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH RCE NO �� DESCRIPTION OF REVISION DATE S.C.M. APPROVED: OF CURB RETURN. DATE 2-18-0-4 FILE NO o. PROJECT SHEET NO. a� OF I ; � i i � I I . 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I 01 20-45' 00' 92.50' 33. 50 , 16 .94 ' @ INSTALL MODIFIED BUS BAY PER CITY STD.DWG.NO.119 //,,,��// 33 -I- Y -1 GRAPHIC SCALE VICTORIA GARDENS , I @ ADJUST STORM DRAIN MANHOLE TO GRADE 1 51 V I*----v 1,I, lol- J.y 1114 6! 0-1- 5. -1 CB#M-3 40 0 20 40 80 160 1 01 20*47'58' 1 10. 00' 1 3.63 1 1 . 84 ' @ INSTALL DRIVEWAY TYPE-C!PER CITY STD.DW0.NO.101 6 I- l ,- , I I I I CULTURAL CENTER DRIVE & ARBOR LANE F_ (9 INSTALL STREET TREES PER NOTES AND QUANITIES PER SHT.NO.2 6 6 6 eo 4 ,5%,, - - ly - - y C8#M-2 �%% IIIIIIIIIIIIIIIIIIIIIIIIII!1i PARCEL MAP NO. 15716-1 6 , _ _ _ _ , , " , , , "ON - , _:,_.___.. - I �, (IN FEET) I I w (9 INSTALL CROSS GUTTER PERCITY STD.DWG.NO.IMA(W=3') lz_ 1� I - . 11 � ZZ k . .> __% 1! i . � I I kich= 40 ft y DATE: ,�I,---2e± 0 t *0 80 CULTURAL CENTER DRIVE(STA. 10+00.00 TO STA_21+75.W) 2 � . % 4 � 1% t I I � I I I, ;, '01 ��i � �zm I NOTES I oe",-11-, I CITY ENGINEER L,,z2Z I RCE No 24953 : I I �, I I 1 , . � DIAL TOLL FREE �! � ? ______ I ��i , cv I � ! � 11 I ----,I & ; : dossf 17320 go"Am � ,- �Arp i � DESIGN RECO . I,,-------, ,,,,/," I �� 1� ,Y�ENDED I I I F1 I ENHANCED PEDESTRIAN PAVEMENT CROSSING PER LANDSCAPE ARCHITEC-PS KAN , ' N -;;; . Cffy O B.J.B. swim 350 ' , �ii!!, �� 1 -800-422-4133 z ' �, N � BENCHMARK NO. 10051, ELEV.: 1300.686 B. a 0 It I c W irvkw.CA SIU14 I i� [fl PROPOSED GRADING PER VICTORIA GARDENS ON SITE IMPROVEMENTS _"" 33 y , - *,%,,� 42M 111��1, I AT LW M DAYS / 6 6 6 , 6 SET 2* BRASS DISK IN CONC. CURB I v4ku.-. ... I "�' - - - - ', , I I ' � ,_L" L L74"" SCHULIS FAX: 949ZZ6 SHEET , DRAWN I BEM YW W [fl PUBLIC STORM DRAIN EASEMENT I " 1, CB#M4 It It *0 STAMPED 'CITY OF RANCHO CUCAMONGA BM p C8#W7 10051 198r AT THE NORTHWEST CORNER OF B.J.B. PLA0195 smalmseas suavay0as 9 � WE LINE ROAD AND SWANSON PLACE 0.25 - OF 0 ALERT OF SOUMERN CAUFORNIA MILES WEST OF ETIWANDA AVENUE. AT CHECKED .e<2e�. RCE No 20596 DRA#JNG NO. =1 CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH I q(0.-.-�a ca DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. - , DATE �-62-19-0 1 - = - - - - - - - . - I __ I � a. y 1 *4 - 1 1 T T I I Lt i I T I I f i ,I ( I I .1 i I � � I I I - t , I i -1 I I I I I � i I 1 1 1 1 1 1 4 I t r I I I 11 I I r I i i � f f i I I i f I I f � I I , 4 [ I I I T i I I f I I f I i , � t i I I 1, I i I I 0 I I i I t I i i I � r - T__ T I I , F I I O.U. I I I I I I i I I I- I I I I I , I I i I � f I 0 1 -u I f � I I i f r - T I I I � 4 i I I I I I I � I I I I 1 5 10 1 1 � � _71, �.* I � I 41 I I I i I I � I I " I 1, I I I - i 11 v I i I f : , __ , , f ( I I ,I. - - " I i - .____� f 4 f t � F � I T - T 7 f � I T--- -- - r7f___1,1i__ I 11 I f I ,0 I I -1 I 1 -7 L f 1 ,14_6*-,� , I � � I _7_7�, _T__�,Ili 0� 'I- L I 'i I - I i [ 4 I -1o"I IF - I � I I I T-L - i I � r i __11 I , ___, I -r- i - � I I I ;44,F�e�4 I I I I I I I I I 1 1 1 1 1 f � I I i I , I I i I -I- I � I f � I I I T T ! 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I Z 3 1 MUWF MILY RESIDENTIAL NO. 15716-1 RESIDE TIAL 5 Lu 2 2 MULTIFAMILY 09 RESIDENTIAL It INT. 4+79.60 AR R-.,,LME'- + d ce c"p /W 1PROPOSED R/W z 24+49.97 CULTURAL CENTER,`DWE SED R16POSED R 4 �%o zo Y1 9 co r vcg-sRm ow sr PROPOSED �r nG W- 8- n13 TYP. (D W=6.5' 242 24 TIC 12074 FL E�R�'7 ao uj 0 3X ao Big fA w 12T.PRO 32 TC) g4ZIS,TC kr > POSED 11-12.82 FL) 0 12,42-71 TO LL '14 E STORM !D� Z2 X1, 1[243-a TC 250.64 FL _tj 1245.40/It; 1251.4 TC 1,242 �4 1242. .50 19f TIC I�V.98 Ft Lu 1242.21 Te RL N 0-04-51- *50.0 FIL 1242.49 A uj 1248,48 T4,, E0 124 IqA 17 X PROIO SED (I - 'IV z ----------�77v ------- 1243.00 TC STOR4,10RAIN ECI 1250 WIA I rz BCR co 2 1250,64 FL 412 2.82 TC)'<E TIC 132 1 0 0 3) 1 u ca ce 6 1,2 ,j I F T nSF-D 8� cp ---- - - 0 WAILH W= UJI PRCP R1W 1246.30TC tn 1245. ft c� W=w C EL__MAV 1 2 0 PAR I 7 FAA �E F GQ--/ NORTH PARCK 40 CL 7, CEL MAP�NO- ca 0 �p�PUCTURE OT EXJSTING CML I I MULTIFAMILY + EA 19 1 '1 �4 44- 66 ARBOI? LANE Lo INT. 44+49.9, CVLTU CENTEMA PARkING NO R 10716-1 RK WATER TO B� REMOVED RESIDEN�IAL 1$ RANCHO CUCAMONGA ROVEMENTS q TR 11� PER ON SITE�VICTORLA 00 CULTURAL CENTER PLAN_ I 1P�, a UJI CULTURAL CENTER DRIVE (PRIVATE) GRADENS IMPROVEMENT 0 7 > PLANS U6 !?I 1247.75 TC 3y 1248.62 TIC ARBOR LANE CULTURAL CENTER DRIVE 1247-25 FL 17,X 1173 12,!�.12 FL LEGEND A R L T NOTES AC PAVEMENT INSTALLATION AREA w 66. 29' 33. 31 , ENHANCED PAVEMENT PER LANDSCAPE ARCHITECTS RAN 35. 00, CONSTRUCTION NOTES PROPOSED GRADING PER VICTORIA GARDENS ON SITE IMPROVEMENTS w DETAIL 'D 40. 00 ' 24 . 02' 12. 39 ' CITY OF RANCHO C VER V AB PUBLIC STREET,HIGHWAY,STORM DRAIN,AND RELATED PURPOSES EASEMENT 12*5 CONSTRUCT MODIFIED A2 'S PLAN 35. 00' -6 CURB AND GUTTER PER CITY STD.DWG.NO.104 AND DETAIL SHT.NO.2 -IANCED SIDEWALK PER LANDSCAPE ARCHITECT 90* 00 ,00, r EM PUBLIC STREET IMPROVEMENT PLM&PROFILE GRAPHIC SCALE 90*00,001 4 . 00 ' 1 6.28' 4 . 00 '_ CONSTRUCT PCC,SIDEWALK PER CITY STO DWO.NO.103(WIDTH PER PLAN) STREET TREE PER VICTORIA GARDENS ONSITE LANDSCAPE PLANS 40 0 20 40 80 160 90, 001V�� 20. 00' 31 .42 t20. 00 ' VICTORIA GARDENS CONSTRUCT ACCESS RAMP PER CITY STD.DWO.NO.102 FIBER OPTIC CONDUIT PER DRY UTILITY CONSULTANT'S PLAN Amu_�m REF DWG.NO. CULTURAL CENTER DRIVE & ARBOR LANE INSTALL 95W LUMENS STREET LIGHT(PAID FOR BY DEVELOPER,INSTALLED BY SCE,COORDINATED 11-- THROUGH CITY TRAFFIC ENGINEER) LANDSICAPVHARDSICAPE PER LANDSCAPE ARCHITECTS ( IN FEET) PARCEL MAP NO. 15716-1 w PLAN REF DW0.NO. 1 inch=s 40 fL CONSTRUCT AI-6 CURB PER CITY STD.DWG.NO.104 CULTURAL CENTER DR.(STA 21+75.00 TO STA 25+15.971 ARBOR LK(STA.4+39.60 TO STA.10+00.00) w (D ADJUST SEWER MANHOLE TO GRADE 6 6 6 16 6 1247.75 Tcy \�,1248.62 TC APPROVED BY DATE: > 1247.25 FIL 172 1248.12 FL ADJUST WATER VALVES TO GRADE EER RCE No 24953 W CITY ENGIN (_Q'N INSTALL REDWOOD HEADER DESIGN As a a s 1 17320 b" RE;WDED DIAL TOLL FREE CffY OF RANCHO CUCAMONGA suits 3.50 1 -800-422-4133 INSTALL MODIFIED BUS BAY PER CITY STD.DWG.NO.119 BENCHMARK NO. 10051, ELEV.: 1300-686 B.J.B. a 0 a I c V irvio%CA M14 ru CB#M-10 SET t BRASS DISK IN CONC. CURB V;akm 949-251-8821 -25 1-031 ADJUST STORM DRAIN MANHOLE TO GRADE DRAWN SCMULIS FA& 949 SHEET AT LWT M DAYS STAMPED wCITY OF RANCHO CUCAMONGA BM INSTALL STREET TREES PER NOTES AND QUANITIES SHT.NO.2 loop Igar AT THE NORTHWEST CORNER OF B.J.B. PLA0125 INGINNINS suaveyoas 9 BUM YW DIG BASE LINE ROAD AND SWANSON PLACE 0.25 OF 0 R IN NO. OF SOUTHERN CALIFORNIA MILES WEST OF ETIWMDA AVENUE, AT RCE No 20596 1 :3 DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 Ff. NORTH S.C.M. D co APPROVED: OF CURB RETURN. ATE I.\466IAIMPM\SIPO4.DWG 2/18/04 OF 0 T_ k ( ..- i 3 4 I { ` e/ a 4 Q/4 FF -._ t P w _ _ -- . N N N - N 1c4 — --- r - _ I f €[ 1g vr --fir T-7-77 444 fi _.. � _ :_. .,,. t ._ + ._ #- + _ 1 ' IN��nr to et au►�Ir _._ 9 1 $ Ay CON IIA - - :_ trtL _ _ + - .$ - ; 1 -}_ _ tt + - - I 1 OU a Ir Iits bole _ _ I { t_. _. `.L .- i _ " Fr Nr t .1t ILi4TYPICAL ._ � � � I � P �- � � iA�IEi i COhItA ' ::::: j4:. :.t :: .- ; k r, 7 960 ID 777 _ I - - PRECAST MH91I!' SACT►4Mfo @ CH COl1�t6i TO quit _ ._. -irk ,r; - - r & r I . - ## - _ :{_ { _ { - 6: _ _.f _ . _. § __ 4 . - is _ 48' RCP OUTLET AST IN 8' RCP INLET10 PLACE WEIR OFfNINI lHEE I;Rlrr� Of C`IRCl.IMIrfItpITIAb } IC f4113AFO t i IO d . to SLAT / 1 `iA'6C,fNt Ii E L Q IM,YEit 4.IN.F 1. FEAR VIEW OF PRICA17 1 _ _ I r t, .D. + E t,42' 4.D., t I t + MAKHORf r42 +- �' Or WAX.:_77.j9- '� 717- T_:_ _ r (${ry p P_ 8,D4�+.A7 .r{+0t�lrl'I '.� i�f'QT . . r0ft4CC4V 4 01A. �ANNQLQ RCP OUTLET ! � A � ARfA OF C1RlGWIiERi?ITIi! •- �- p f ( Tq CDS UNIT �_ 401 IANI� AT iE' .. : _.. :..:: _.. _.___...— _ _._..::.: ._- ..._.. -- -- _..__:_l.. _---_ -- ...-- _-- __ _--___. 1__.__ t .___.___ _._-_. _.____..._ _____.___. ___. _- —____. _t_____ _- —a - _ _ ` _ _ _ RISEN 3 T ME: QTt�l1 (E Df �rLLt31 = r r ' t . #4 HORIZ BAR vz + € I ( # ( i a f 4 x 22 LONG w R_,a .12 30.Ih1 FK* Lim.IF T.1t.P. + C , 3 TOTAL RILL AND BOND # 13 s S { { ___ - " DOWELS INTO 6' HOLES IN f L410FICINO LAYOUT ' 7! I f q _ _ y ---4_: ---__ _---- `�� __:_.. __ ^_�------ . f s �___: _ i PRECAST BASE -: rf 1. ! I I I r • a3,6 .IOrNf OOfAIL IF T r 0 4" 0IA.MAN.H41.fR s t CIP WEIR DETAIL _{wW.____ #4.25 { _ ,:_._ .__ _ _ - _- _:-_ iluTtt, �lu�t �II -:� - - (NOT TO SCALE) Lit r�� -- _ a AIMAOF MOCUNFER9FITlA1. Flt{lI<IilI4, 1pt-cifiCLrm ,. _ r P r r ___ ._ -__ -- _ _- --- - _ -- g t l T 9 } � � � - -� -_, �. - � _ 1- _ __ t - _ _ r - -� - -r-- -�-- �_ ;i t�E!. .F 11r � . i!! V E.H. M.i , �` t r s -f Mjbl. 1� 1� 3[CT10N t.ACM FAtf. �.. r .+ : » ¢ 6 t k } • _ _� w=. ___ _ _. _+. __+. _ __ _ _.j _.r +.____ _ �._ __ _. _ ._u T;__ {____: ____+ _ ., .. 9_._...._. _�..-._.. �"'-_' '.""-. ..` �. '` T T. '_'T ...v ._.. .".� P "fi r __..3 $ 3 as. QP NiNa +I1 omr I - . AI t 04101.N .to$ 2 t ql t T 5 5 r j i. �. + .. : .. }. I �. ;- I t -.S .. L . r `om 9TE�► 1irt�ler r r I ._. ._Y { } # P T L_ r[ 1#1LfT 6 QUTL9T 01A. + _ Of 40LE9 tQ ivit _ - -__-- _ _ _ _-_—_.__ ----- ---- ---_... r-----._ -_- -.- -- -- - - -- -. I w _ _ , : + _ # + *S OAA Ar 1 it O.C. P � I I � 4� i. �J j - i j f } } ; } ' 1 FFF {:::TTTT ,-7_711- frP1C,�r. s' D11►► rtr H t fi TO# - -I -{-_- --�_� -.-PROF LES A E _, CONC RtE (E31< 49401t ;:! t►II'rS - f= - , - t + _ u s *IY% IR IMIFORNANC WITH A3TN 0-414-69 _77I 1 I € TICAL "=41 i . _ ;.,.�1 . IN oL A _ F { + k - - LXV, PRECAST,IMO. A ANH ......�._.._.. .....�..._.... ...� -..a N0?E t. APpR4l�. VY�1�N15� 10 PLAN SCALE ALSO AVAIL AIM * CASE 7110 L03. 1"=40' • PLATFORM-W r I It414L9S. • k15ERS-S aUOO OS./`T. t 1, + SEPARATE 6A3B-W T= 14,093 LOS. • 10P SLAB-` 1461) LFJS. B-0 OWITH HOLE WITH + 3TAR T MNO a 0631 LOS; 48"MANHOLE STACK DATEISEP E 28 1986 DhlrMi.N 0.129-8 co O Zi J 96" DIA. MANHOLE WITH WEIR 26 � NTS W 5' tf 3.5' 6' 50 0 V CB#%16 G W F_ V CITY OF RANCHO CUCAMONGA PUBLIC STREET IMPROVEMENT PLAN &PROFILE VICTORIA GARDENS CULTURAL CENTER DRIVE & ARBOR LANE a PARCEL MAP NO. 15716-1 W FUTURE STREET PROFILE/DETAILS DIAL TOLL FREE w 1 -800-422-4133 APPROVED BY : DATE:- a 0 CITY ENGINEER ,l� RCE 0 24953 Cd AT LEAST T1M0 DAYS DESIGN ' �(� CITY OF RANCHO CUCAMONGA roes 17320 to" RECOM NDED 50 BENCHMARK NO. 10051, ELEV.: 1300.686 B.J.B. o o it 1 C Y lrvk%a M14 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWN SET 2" BRASS DISK IN CONC. CURB V9*Km 949-751-8821 STAMPED CITY OF RANCHO CUCAMONGA BM :c x u�.: PA76 949-251-051• SHEET 10051 1987" AT THE NORTHWEST CORNER OF B.J.B. r L A a R S I N o e N I 1!S S u R V R r o R S 9 OF 9 BASE LINE ROAD AND SWANSON PLACE 0.25 V MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 1RffAG NO. 3 CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH RCE NO q(O Go DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE 2-18-�� FILE NO a p is\46612\IMPLANS\S1P49.DWG 2/18/04 PROJECT SHEET N0. -/ OF