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HomeMy WebLinkAbout2409GENERAL NOTES: GENERAL 1, ALL woMK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA S;TTANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 2015 EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL M RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPIELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THE PROJECT OR IN ADJACENT AREA,% WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE PROTECTED IN PLACE AS REQUIRED AT NO 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, WHETHEW OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES AND %UBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RtSULT OF THE CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START (OF EXCAVATION. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE BEFIbRE STARTING WORK, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 8. ALL OMIISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THESE NOTES SHALL BE BROLUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK SO INVOLVIED• 9. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DfRAWINGS. 10. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND STATE SAFETY REQUIREMENTS. 11. CONTRACTOR SHALL DETERMINE LOCATION OF ALL EXISTING UTILITIES IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATIION AND SHALL NOT PERFORM ANY WORK THAT WILL DAMAGE EXISTING UTILITIES. 12. PROVIDED FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ............••.•••.......•..... ..•••••• (626) 969-7911 CONTACT MR. DAVE JOHNSON FOR BASE LINE RD. 1402 N. VOSBURG DRIVE AZUSA, CA 91702 B. SPRINT..............................................................................................................................................::. (800) 521-0579 C. VER12ON ........•.•.. (760) 245-0330 D. SOUTHERN CALIFORNIA GAS COMPANY ........................................ (909) 335-7583 P.O. BOX 3003 (909) 335-3919 REDL ANDS, CA 92373 E. CUC;AMONGA VALLEY WATER DISTRICT............................................................................................. (213) 217-7807 10441:0 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 F. CHAMTER COMMUNICATIONS CORPORATION ..............• •.••• ••••••........ ••••.• •.•••••• (951) 343-5171 4240 N. HALLMARK PARKWAY SAN: BERNARDINO, CA 92407 G. SOUTHERN CALIFORNIA EDISON COMPANY............................................................I.....................;, (909) 357-6221 7951 REDWOOD AVENUE FON'TANA, CA 92336 13. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY 0(F RANCHO CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUfCTION INDICATING ANY DOUR AND/OR ROAD CLOSURES. 14. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740, MONDAYY — THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE'.. 15. A PERWIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION OR ENCROACHMENT WITHIN ;ANY CITY OF RANCHO CUCAMONGA RIGHTS—OF—WAY/ PROPERTY. 16. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY/ TO THE CITY. 17. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATFE, THROUGHOUT CONSTRdUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. EXISIrING SURVEY MONUMENTATION ALL EXIISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY THIS PROJECT SHALL BE REFERENO'ED BY THE CITY CONSTWUCTION SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA SURVEYORS ACT, PRIOR TO THE START (OF CONSTRUCTION. ALL MONUMENTS CALLED OUT TO BE PROTECTED IN PLACE, IF DESTROYE_b BY THE CONTRACTOR'S OPERATIONS, SHALL BE RESET BY THE CONTRACTOR'S SURVEYOR AT CONTRACTOR'S ENPENSE. TEMPORARY BENCH MARK CHISELED MARK ON CONCRETE SIDEWALK. ASSUM7£D ELEVATION= 100.00' I ROUTE 66 TRAILHEAD DRAINAGE IMPROVEMENTS CONSTRUCTION NOTES (I)REMOVE EXISTING DECOMPOSED GRANITE PAVING AND REGRADE AND COMPACT THE AREA TO RECEIVE NEW DECOMPOSED GRANITE PAVING. DELIVER EXISTING UNCONTAMINATED DECOMPOSED GRANITE PAVING TO THE CITY OF RANCHO CUCAMONGA CORPORATE YARD LOCATED AT 8794 LION STREET. (2)CONSTRUCT 4—INCH THICK NEXPAVE POLYMER WAX COATED DECOMPOSED GRANITE PAVING BY GAIL MATERIALS (OR APPROVED EQUAL) OVER 6 INCHES OF COMPACTED NATIVE MATERIAL. INSTALLATION OF DECOMPOSED GRANITE SHALL FOLLOW THE PRODUCT MANUFACTURER'S INSTALLATION GUIDELINE. ON THE SIDE TO WHICH THE WATER DRAINS. BUILD UP THE COMPACTED D.G. TO A FINISH SURFACE OF Y4" TO Yz" ABOVE CONCRETE CURB, ALLOWING THE WATER TO DRAIN OVER CONCRETE CURB INTO THE ADJACENT PLANTING AREA, THE COLOR OF NEW DECOMPOSED (GRANITE SHALL MATCH THE COLOR OF THE EXISTING DECOMPOSED GRANITE. O CONSTRUCT 6" THICK REINFORCED (CONCRETE SLAB (OVER 6 INCHES OF COMPACTED NATIVE MATERIAL) WITH MONOLITHIC CURBS, AND DEEPENED EDGES PER DETAIL A AND CROSS SECTIONS A—A AND B ---!B ON SHEET 2. HEAVY BROOM FINISH. ® REMOVE EXISTING 15"05%12" INLETS AND 4" DIAMETER PVC DRAINAGE PIPES. SALVAGE ALL INLETS AND DELIVER 7T0 THE CITY OF RANCHO CUCAMONGA CORPORATE YARD LOCATED AT 8794 LION STREET. O CONSTRUCT PVC FENCE PER CITY STANDARD PLAN 1010—B. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER. © CONSTRUCT VARIABLE HEIGHT CURD PER DETAIL B SHEET 2 07 CONSTRUCT 36—INCH DEEP, 24"x244' BROOKS PRODUCT CATCH BASIN (TOP SECTION 2424 T6, BOTTOM SECTION 2424 030) WITH 2424 CAST IRON GRATE (OR APPROVED EQUAL). INSTALL 8—INCH DIAMETER SCHEDULE 80 PVC DRAIN PIPE TO OUTLET AND CONNECT TO THE EXISTING STORM DRAIN LINE PER "ELEVATION A" SHOWN ON SHEET 2 AND CITY OF RANCHO CUCAMONGA STANDARD PLAN 328. ® REGRADE AND RECOMPACT EXISTING DECOMPOSED GRANITE PAVING. Qg CONSTRUCT 6" THICK CONCRETE SLAB OVER 6 INCHES OF COMPACTED NATIVE MATERIAL. HEAVY BROOM FINISH. PIROVIDE 12—INCH DEEPENED EDGE AT CONCRETE/DECOMPOSED GRANITE INTERFACE. NOTE: REFER TO DRAWING NUMOER 1979, PROJECT SHEET NUMBERS 4 OF 41, 6 OF 41, AND 7 OF 41 FOR ADDITIONAL INFORMATION. BLASE LINE PROJECT SITE m%, ROAD \ Q P Q W z 0_ Q Q r v W CHURCH p�,'h'ti�•T ST �" SAN BERNARDIN Q C C� 0 >- z Z W j 2 ARROW ROUTE V 9th ST. 9th ST. 8th ST. LOCATION MAP No. 38893 Exp. 03-31-17 DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS (n BEFORE YOU DIG UNDERGROUND SERNCE ALERT OF SOUTHERN CALIFORNIA S W Q j Q e�vo• D Q o O_ Q J 0 >- z Z W j 2 ARROW ROUTE V 9th ST. 9th ST. 8th ST. LOCATION MAP No. 38893 Exp. 03-31-17 DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS (n BEFORE YOU DIG UNDERGROUND SERNCE ALERT OF SOUTHERN CALIFORNIA REFERENCE NORTH SEE DETAIL A THIS SHEET -O�cc r)9 -TAH A I Il EXISTING FENCE TC=99.93 FL=98.77, — — —— ----— �TC -99.14 TC=99.51 — — — FL=99.14 7FL=98.95 1 4 1 1 1 FS ::::98.55 (TYP•) , C -98.92 TFL 9873 TF =gg•55 FL ::-98 scale feet SCALE: 1 "=20' GRAPHIC SCALE `-TC= 5)9.94 FL=98.77 1 C i 1 1 TEMPORARY BENCH MARK: CHISELED MARK ON CONCRETE SIDEWALK. ASSUMED ELEVATION= 100.00' --- ------ I� l�- to TC=99.96 \ TC=100.00 FL=99.30 FL=100.00 IjN (TYP•) .lo 1 TCz99-71 FL=98 72 FL= � I\ �1 /r I I w r A I ,L1f' o t I II 1 pw a l / I A CL/ B 1 ��� I I� 1 I f'1�, / ( I I I 1 II Q) i o f II EXISTINGt CONCRETE 1 w I I I II 2 ( 1HEADER PROTECT w l i t I YI IN PLA( 'E (TYP.) 1\; \I I I w I o ( I I I I o I II w l a I o f I I I II I CL w I I II EXISTING PVC FENCI lXL�iI �VI I II EXISTING 'CONCRETE I ck�Q -Q (/( HEADER, PROTECT v 1 o rII I EXISTING CONCRETE TEPOST AND RAILING (TYP.) p IIII IIII {II -\ IIN PLACE (TYP.) HEADER PROTECT II 11 �// o l\� IN PLACE (TYP.) rJi--- 2 I Ill 12'— 0 12'-0" HORSE TRAIIiL PARTIAL PLAN - EXISTING JCALE: 1"=2' VARIES -EROSION AT SOME EXISTING PVC FENCE LOCATIONS EXTENDS UNDER I I I \ I THE SOUTH CONCRETE HEADER 1 POST AND RAILING (TYP.) 7 I 12'-0" I h 1 I u 16„ 11'-0" 16"1 I AREA OF 4" THICK EROSIONEXISTING CONCRETE , I I 2/ DECOMPOSED WIDTH r� HEADER PROTECT I I GRANITE VARIES I I IN PLACE (TYP.) ��--------Fj TT— — — — 17 �.----TT—I I — L J'i,r.`Tl;T7T,TTi7,Zr T — -" COMFOACTED VARIES 4" THICK L1 SUB(GRADE 0" TO 18" DECOMPOSED GRANITE LI SECTION A -A SCALE: 1"=2' i� EXISTING PVC FENCE POST AND RAILING (TYP.) I i I U IF I I L I I I I I I I I I LI 0 2 4 scale feet GRAPHIC SCALE HORSE TRAIL PARTIAL PIAN - PRnPn(�Fn SCALE: 1 "=2' �I 12'-O" I � 11'-0" 6 I 4" D.G. OVER 6 INCHES I EXISTING CONCRETE OF COMPACTED a I HEADER (PROTECT 2% NATIVE MATERIAL I I IN PLACE: (TYP.) i>�T/i✓i✓,. i„/i,./i i.� /fin/ /i./e./e./<✓n i. i. ,( /��.0 / J T_ I 1 COMPACTED I I \ SUBGRADE l I Li L1 SECTION B -B SCALE: 1 "=2' No. 38893 Exp. 03-31-17 IV DIGALERT DIAL TOLL FREE (n 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERNCE ALERT OF SOUTHERN CALIFORNIA