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Home My WebLink About2115-D i ' GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO PUBLIC STORM DRAIN IMPROVEMENT PLANS CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TORACT THESE STANDARDS AND SPECIFICATIONS. 17 55 ARROW W NO. 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 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO IN THE CITY OF RANCHO CUCAMONGA COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 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. PROJECT 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY SITECITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 'rook 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES v, MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ,\ VICINITY MAP 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS, OR / �� 1 NOT TO SCALE CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. 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 r �� SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 'y.�' MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TORI VE STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. �_j 9. 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. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. F ,� 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY A.P. N.. 0207-262-57 MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE CITY OF RANCHO CUCAMONGA GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED INLET BY THE E.P.A. FOR 0 USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE - L t� MANUFACTURERS RECOMMENDED RATE FOR THE FULLPAPRIOR PAVEMENT WIDTH TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF AN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY • ' THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE r CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. k; •`O Y CONSTR=T1ION NOTES & GMANITITY ESTE W\ 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE � / 1 STORM DRAIN IMPROVEMENTS CONSTRUCTED AT EACH INTERSECTION. ' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR � 2 CONSTRUCT 24" RCP STORM DRAIN (D LOAD PER PROFILE) 397 LF THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON ,� � \ I 3 CONSTRUCT 30" RCP STORM DRAIN (D LOAD PER PROFILE) 97 LF REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I 4 CONSTRUCT MANHOLE No. 1 PER CITY STD. 318 4 EA 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 5 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 1 EA STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE y8 CONSTRUCT CMP RISER PER CITY STD. 311 AND PER DETAIL ON SHEET 2 1 EA INSPECTOR. Q 17. THE FINAL OR SURFACE LAYER C YE OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. - + +- - ( > _j 18. PROVIDE A MINIMUM OF 3" CONDUIT FOR FUTURE FIBER OPTIC USE S ✓ S �,' Q ON ALL STREETS WITH CONNECTION THROUGH THE PARKWAY TO EACH LOT y fi k OR PARCEL (FIBER-TO-THE-CURB, FITC). SEE DRY UTILITY PLANS FOR DETAILS. , b UTILITY CONTACT Y �1 CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. VERIZON (760) 245-0330 16071 MOJAVE DRIVE, BUILDING A VICTORVILLE, CA 92392 �, ; INT SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965 16231 VALLEY BLVD. �N1 FONTANA, CA 92335 Jr CHARTER COMMUNICATIONS (951) 343-5165 ;:: 6680 VIEW PARK CT. RIVERSIDE, CA 92503 i� SOUTHERN CALIFORNIA EDISON COMPANY 1 (800) 655-4555 \ 7951 REDWOOD AVENUE FONTANA, CA. 92366 CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 1 NINTH STREET 10440 ASHFORD ST. - RANCHO CUCAMONGA, CA 91729 _ _ PROPOSED 48" STORM DRAIN co-_ — — - AAP ' ARGE1, TS X41 Q MARKS CABLEVISION 909 987-6275 10808 FOOTHILL BLVD. X120 �909� 880-0222 ' DRAIN IMPROVEMENT PLAN J ' - -MING No. 2070D RANCHO CUCAMONGA, CA 91730 � Oil PRIVATE ENGINEER'S NOTICE TO CONTRACTOR > THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES INDEX MAP ° SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE DESCRIPTION OF REVISION DATE CITY BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON SCALE : 1"=200' THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS APPROVED: TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. CITY OF RANCHO CUCAMONGA � — Q ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED PUBLIC STORM DRAM NMPROVEMENTS PLANS TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS FOR AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION TRACT NO. 17455 H THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S TITLE SHEET AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATION REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION o Q�pF ESS/ON�I DIAL TOLL FREE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY �� F,� C. F CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN E FIELD ARE SHOWN ON THESE PLANS AND ARE Q� 'y0 DESCRIBED AS FOLLOWS: v, APPROVED BY DATE:Q RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 1 -800-422-4133 NONE No. 20596 r" m CITY ENGINEER RCE NO 24953 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS HOURS;REQUIREANDTTHATLTHEPPLY CONTRACTOR CONTINUOUSLY SHALL AND DEFEND, INDEMNIFYNDEMNIFY AND HOLDBE LIMITED TO AL WORKING THE OWNER e AT LES 7W DAYS * Exp. 9 30 07 * CITY OF RANCHO CUCAMONGA DESIGN ff0.ff ,,,2owtifi�... RECOMMENDED � AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN BEFnRE You DATE: `I'�9 CIVIL ��Q KB HOME BENCH MARK NUMBER 10025 M.R. �"°"''S0 p44 �i CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE S ANL C. MORE RCE NO. 20596 �� F0� ELEVATION : 1112.563 .o�cicx 1ni".,c�9_21- NEGLIGENCE OF THE OWNER OR ENGINEER. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OF CALF 801 Corporate Center Drive > DRAWN I Mac:919-251-0514 Suite 201 SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF fIMULT2 FAX: 919.251.0316 SHEET Z IX Pomona, CA 91768 RANCHO CUCAMONGA BM 10025 1987' AT THE M.R./M.D. r L ERs I N G I N I E R f s u R v I r o e s n Tel: (909) 618-1449 NORTHWESTERLY CORNER OF 8TH STREET AND 1 OF 2 Il_ 909) 18-14 9 VINEYARD AVENUE, WESTERLY END OF CURB BOX AT CHECKED CE NO 20596 DRAWING NO. U THE END OF CURB RETURN. YEAR LEVELED 1987 F E DATE 'x/'06 FILE NO Last Revised: Thu Sep 07, 2006 - 3:17pm Last Plotted: Thu Sep 07, 2006 - 3:16pm Plotted By: STATION77 Drawing: I:\36140\IMPLANS\SD-01.dwg PROJECT SHEET NO. OF P V/ EC N 0 Olf INS E 0 T D A NS � tJ 0 T R D A o r o rG- R. cl bill 1� I� i ' 45L - I I 1 f I I I .7 cfs W V 1 4 fs 1 4 T (113 s fs I I g } 3 $ — 0 ^ r3 .o r ar. 7 � � � 2 2 w 1 .3 cfs - r. CPNsT - d�S= . 8 � CONs Qa2.o'0'0� 2 3 4 5 6 PROFILE SCALES M* RCP OS-0.0646 HORIZON. 1 =20' VERT. 1"=4' SO AS=0.0878) PER P EL MAP NO. 16141 10'x 10'x e THICK STORM ORA/N IMPROVDMENT PLAN CONCRETE APRON ORAW/NG NO. 20700 GJ�oo W/ 6"x6' - W 1.4 x W 1.4 W.W.M. p► ____ TYP .411 ICAL OPENING 8' x16` 1-BLOCK TOTAL OPENING = 16 BLOCKS � ,�' 36" DIAMETER RISER PER/METER WALL OPEN/NG DETAIL �\ ,, FOR SECONDARY OVERFLOW N ,�C `\ `� SHO WN FOR REFERENCE= ONL Y -' ,� nin _,,,1:- ( ''J �' �' v a; `\ J � 2 1159.8 FL — o-_ A.P.l`l• 0207-262-57FINISHED GRADE c,. CK , M OWNER CITY OF RANCHO CUCAMONGA PROVIDE SECONDARY OVER PER/METER WALL OPENING DETAlL HER£ EN/NG i` ON rn � "�'. tiCi 2 \ _� D� v v A �" -' TRACT BOUNDARY � `.� �o . Xoo �X o js �; s 36" CMP RISER DETAIL NOT TO SCALE 2 SEE CITY STANDARD ,311 FOR ADD177ONAL NOTES LINE 'A " 2 F PUBLIC STORM DRAIN �' ti s� d s » » _ OR/VE C CONSTRUCTION NOTES: cS'�x`L �� CITY tik x �� . DESCRIPTION OF REVISION DATE i o 7 \ i c� APPROVED: J 20 CONSTRUCT 24 RCP STORM DRAIN (0 LOAD PER PROFILE) -- f__ _. „- 3 CONSTRUCT 30 RCP STORM DRAIN (D LOAD PER PROFILE) s `- ,h� ' � ' `�, CITY OF RANCHO CUCAMONGA TE %9. p, �< CONSTRUCT MANHOLE NO. 1 PER CITY STO. ,318 r , F� 5 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 �`'�j 1 49 50 PUBLIC STORM DRAW IMPROVEMENTS PLANS WATEI�-� O8 CONSTRUCT CMP RISER PER CITY STD. 311 AND PER DETAIL ON SHEET 2 �'�� FOR PRIVATE �TOR� DRAIN � � ��' " -� �_ TRACT NO. 17455 > .N IMPROV��tl�NT PLAN s 1' ss �� V sd s STORM DRAIN LINE A CURVE TABLE APPROVED 8Y ' • DATE: d o (� x #ir R L T CITY ENGINEER RCE NO 24953 t i off`' 22'59 '07' 45, 00 ' 18 . 05 ' 9. 15 ' may/ DESIGN x,�,� ,,,�,ta�;,,,� RECOMMENDED �t SCALE 1"=20' B 23' 03 ' 18' 45. 00 ' 18. 11 ' 9. 18 ' CITY OF RANCHO CUCAMONGA Suite / KB HOME BENCH MARK NUMBER 10025 M.R. ® � •D &OKIeM 1(Y1111.(.A01`14 C 9 0. 0 0 '38' 45. 00 ' 70. 69 ' 45. 01 ' ELEVATION : 1112.563 YO"4N-181$111 i 10' sQ o D 45'0 0 '38' 22.50 ' 17 .68 ' 9. 32 ' 801 Corporate Center Drive DRAWN N ' 1 t M Y►.: FAA 949-131-os16 SHEET V Suite 201 SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF � 40' 20' 0 10' 20' 40' 24'59 '22' 45. 00 ' 19. 63 ' 9.97 ' 91768 RANCHO CUCAMONGA BM 10025 1987' AT THE M.R./M.D. ► mass 1 N O I N 1111s s u s v s r o e s 2 2 22' 22' Pomona, NORTHWESTERLY CORNER OF 8TH STREET AND OF F- H Fff 11' � Tel: (909) 618-1449 VINEYARD AVENUE WESTERLY END OF CURB BOX AT CHECKED 20596 DRAWING NO. V 1"=20' GRAPHIC SCALE Fax: (909) 868-9038 THE END OF CURB RETURN. YEAR LEVELED 1987 F.E. DATE '7'� FILE NO SD Last Revised: Thu Sep 07, 2006 — 4:21 pm Last Plotted: Thu Sep 07, 2006 — 4:21 pm Plotted By: STATION77 Drawing: I:\36140\IMRMS\S0-02.dwg PROJECT SHEET NO. OF