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Home My WebLink About2086-D BENCH MARK: AS SHOWN ON PROJECT NP. DR87-59: CHS. SQ, AT C.L. CATCH BASIN, N.S, "G" STREET 820 FEET E/0 HAVENPARK TURNER AVE. EL: 991.56 THE BENCH MARK USED WAS THE T.C. STORM GRAIN REALIGNMENT AT THE N.E. B.C.R. OF CENTER STREET AS SHOWN ON SHEET 2 OF 12, PER PROJECT NO. DR87-59, FILE NO, 321. PARCEL MAP N0. 17303 EL: 1031.66 15 FT. WIDE G ITY 5. EASEMENT PER PARCEL MAP N0. 17303 ON G GENERAL'NOTES: z I z 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND M I THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING IT'S ANNUAL I o SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO FINISH GRADE FINISH PAWEMENT THESE STANDARD AND SPECIFICATIONS. a ``' 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE EXISTING SURVEY MONUI�ENTATION BUILDING A FF=1038.10 5 5� EXISTING)GRADE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS I I�I CONC, WALK �� WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED, OR PROTECTED IN PLACE AS I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD III�il�ll�ll�ll 1 l! �0 REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD I�I�I�I I�I I I I 1 ��I 1 2% ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: zz 1=743 11 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE - II 11 1 "�i1 I11 II� I II hI�'- SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, - SIXTH STREET - - WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS, I NONE 0ESS/DNq I I I I I I 1I I I l i i�I I�111 1 T 1 I 1 I=1 11=1TI=i 11= Sc� 11 C. TNp ��\ 1033.00 EL 1111 i- - K_ - - - - 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT Q� J�, c>' - - -1OR-FOOTUG - - - - - - - - - - - PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCH CUCAMONGA EASEMENT OF RIGHT-OF-WAY. o DATED ' �`� No 8244 A 1033.00 ELEv 9.t' 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE ! AN MSEExu �•, ,} BOT. FOOTING4, Co INTENTS, EDGE OF RVALS.S. ADDITIONALMENT PAVI GOTNTS STAKES T MIAYO.01 BE REQOT OF UIRED D BYB CITY DE ENGINEER�AOSN EEDEDAND ATAT WARPED OR VERNOT MORE THAN 5OTIC A0 CURVE I `�2 CIV 1L p�� 1 AREAS. F OF CN . 1 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE \qz;<- CONSTRUCTED PRIOR TO PAVING. SECTION 'A' 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 SCALE: 1" =4' COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TOT HE PLACEMENT OF BASEMATERIALS AND/OR SURFACING. SCALE: t"=400' z ^ o z 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TEST < C.4 C) OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. -TRAOA'� I o ca 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING �� ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF TRADEMARK STREET AGGREGATE BASE. 9 "-� 15 FT. WIDE 10. PAVING SHALL BE PREFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINEI� NTLEY EASEMENT PER PARCEL MAP NO. 17303 STRUCTURAL SECTIONS. I I 12.55' 11. EN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE NTERPRlSE STREET y, a F- TRASH ENCLOSURE WH SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS - ,� SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. r <' t I Z O dF TRADEMARK PARKWAY I v 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON THE SUB-GRADE, A SOILS STERILLANT REGISTERED BY THE E.P.A. , Z � FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE rz�`` : a a FINISH GRADE o FULL PAVEMENT WIDTH PRIOR TO PAVING. PR ,It ia o EXIST. GRAD � m ar ONC. SLAB �o 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE F� . "` z 1035.01 FS 1035.07 FS �,` CONCI WALK CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF - � I f T' . o 1034.61 FS 1034.75 FS BUILDING C FF=1038.10 WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 1 c1 {! y _ 10"33.x5CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK, I FOURTH STREET I I ►�11 z I� 1-1I '"�ELE'Vl �II II I f If Tf I I I=1 I I=I=1 I I 10P FOOTING I 14. STREET SIGNS li�ll�l PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH n INTERSECTION. - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - -703TB5-T - - - I 11.05' 4' POT. FOOTING 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR N V) MAX AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. L O 1(1C_"` /p� T�0 N MUD" 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT �1 1 CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. I> 6 1 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. . PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: CONSTRUCTION NOTES= SECTION 'B' o SCALE. 1 -4, A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 NO. DESCRIPTION QUANTITY UNIT z MR. BOB STALLINGS Ckf FOR BASE LINE ROAD CONSTRUCTION 01 BREAK INTO EXISTING 48" RCP AND CONSTRUCT TRANSITION STRUCTURE NO. 3 B. VERIZON 1-800-483-3000 (MODIFIED INTO D2=D1) PER CITY OF RANCHO CUCAMONGA STD. PLAN 336. 1 EA ag N N C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 20 CONSTRUCT JUNCTION STRUCTURE NO, 4 - CASE 1 PER CITY OF RANCHO t EA 216 N. EUCLID AVENUE 1-800-427-2000 COMM. CUCAMONGA STD. PLAN 333. ONTARIO, CA 91762 3O CONSTRUCT 48" RCP PIPE BEDDING AND SHADING PER CITY OF RANCHO 222 LF D. CUCAMONGA COUNTY WATER DISTRICT (909)987-2591 CUCAMONGA STD. PLAN 341, 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 O RCP.SAWCUT AND REMOVE PORTION OF EXISTING 48" RCP AS SHOWN AND JOIN NEW 48" 1 EA NOTICE TO CONTRACTOR E. METROPOLITAN WATER DISTRICT (909)593-7474 700 N. MORENO AVENUE O CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD, PLAN 319 TO APPROVAL OF THIS PLAN BY THE ENGINEER AND CITY ENGINEER DOES NOT CONSTITUTE LA VERNE, CA 91750 BE MODIFIED BY ELIMINATING INLET PIPE BY CONSTRUCTING SOLID WALL AND 1 EA A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE CONSTRUCTING 48' OUTLET & 18" LATERAL CONNECTION, OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE F. PACIFIC TELEPHONE COMPANY 1-800-248-2800 LIMITS OF THIS PROJECT. THE EXISTENCE AND LOCATION OF THE UNDERGROUND DESCRIPTION OF REVISION DATE CITY O ON SITE PRIVATE STORM DRAIN LATERAL AND APPURTENANCES WILL BE NOT A PART UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH JAPPROVEI G. ADELPHIA 1-800-626-6299 CONSTRUCTED AS PART OF THE GRADING PLAN. OF AVAILABLE RECORDS. (PORTION OF RED HILL) PORTION OF EXISTING 48' RCP TO B REMOVED, BACKFILL & RECOMPACTED. 160 LF H. CHARTER COMMUNICATION (909)987-6275 CITY OF RANCHO CUCAMONGA 6680 VIEW PARK COURT O ADJUST EXISTING TOP OF MANHOLE TO GRADE, 1 LF RIVERSIDE, CA 92503 PLAN AND PROFILE FOR o PARCEL MAP NO. 17303 CITY OF RANCHO CUCAMONGA x TRANSITION STRUCTURE NO. 3 STD. PLAN NO. 336 INDEX OF DRAWINGS STORM DRAIN ON 15' WIDE EASEMENT °' TITLE SHEET JUNCTION STRUCTURE NO. 4 (CASE 1) STD. PLAN 333 SHEET NO. DESCRIPTION a PIPE BEDDING AND SHADING STD. PLAN 341 � E$S1pNq APPROVED B Y D ATE -10-e'/o I.J. 1 TITLE SHEET, GENERAL NOTES, SECTION DETAIL, LOCATION MAP �� ,� � �.,� , MANHOLE N0. 2 STD. PLAN 319 LIST OF STANDARD DRAWINGS, AND NOTICE TO CONTRACTOR CITY ENGINEER R.C.E. NO. 24953 �� '1lJ�2C,:. , lid/ .r ?, DESIGNRECOMMENDED \ Thomsen Engineering, Inc. �. 2 LINE B PLAN & PROFILE No 244 * T.E.I. 18611 E. Gale Ave, 1)4A, 1.113-04 r Exp j_7 DRAWN Industry, CA 91748 SHEET �Q' 1 �r'�IEQf SAL\E�a T.E.I. Tel. (626) 965-9350 1 OF 2 FaX (626) 965-2379 m CHECKED DRAWING N0. � R.C.E. 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