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Home My WebLink AboutDWG 457-4E; 6608; NW QUAD STORM DRAIN IMPROVEMENT VALLEY ST WEST SIDE; 01-04PROJECT SITE FINAL CONSTRUCTION PLANS FOR NORTHWEST QUADRANT STORM DRAIN IMPROVEMENT PROGRAM ~ O\LAl'EM y AVf "" VICINITY MAP NOT TO SCAL[ SHEET INDEX SHEET NO 1 2 3 4 DESCRIPTION TITLE SI-EET GENERAL NOTES DETAILS Al'O SECTIONS VALLEY STREET ANO MCCAU..EY LANE (SITE 8) PROJECT NO. 6608 VALLEY STREET -WEST SIDE CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MATT HALL -MAYOR MARK PACKARD -MAYOR PRO TEM LORRAINE WOOD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER FARRAH GOLSHAN DOUGLAS -COUNCIL MEMBER JOHN COATES CITY MANAGER PLANNING ■ DESIGN ■ CONSTRUCTION 9755 CLAIREMONT MESA BOULEVARD, SUITE 100 SAN DIEGO, CALIFORNIA 92124-1324 CONSULTING 858.614.5000 FAX 85'8.814.5001 www.RBF.com REVIEWED BY: $!fl.SM.& INSPECTOR !,{ w/t"> DATE I SH1EET I CITY OF CARLSBAD I SHEETS I -----+----l----l--1----1 UTILITIES DEPARTMENT 4 ----------+-----1------1-----+-----I ---+---+------------+---+---+---+----! IAIPROVEMENTP!ANSFOR 1---+---+-------------+---+---+---+----1 NW QUADRANT STORM DRAJN IMPROVEMENT PROGRAM TITLE SHEET APPR VED GENERAL NOTES 1. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND lllLE SHEET. 2. 3. 4. 5. 6. 7. 8. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROIII THE SHORING SYSTEIII STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 8: DO A.M. AND 5: 00 P .M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS UNLESS APPROVED BY THE CITY ENGINEER. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON TIHE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISlENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TIHE PLANS. TIHE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTIHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. TIHE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENlLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E (GAS) SOG&E (ELEC) TIME WARNER CABLE COMMUNICATIONS AT&T CITY OF CARLSBAD (STREETS AND STORM DRAIN) CITY OF CARLSBAD (SEWER) CMWD (8D0)422-4133 (619)547-2020 (619)654-8686 (760)438-77 41 (760)806-9809 (760)434-2980 (760)438-2720 (760)438-3891 EROSION CONTROL & STORMWATER MANAGEMENTS NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTRACTOR WILL PROVIDE A CONTACT NAME & PHONE NUMBER BEFORE CONSTRUCTION COMMENCES. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLElED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT TIHE CONCLUSION OF EACH WORK DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ON REQUEST, THE CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY THAT IS ACCEPTABLE TO THE CITY ENGINEER. 8. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITIH 3/4 INCH MINIMUIII AGGREGATE. 9. MATERIAL NEEDED TO INSTALL STANDBY BMPs NECESSARY TO COMPLETELY PROlECT THE EXPOSED PORTIONS OF TIHE SITE FROM EROSION, AND TO PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE. AREAS TIHAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF TIHIS REQUIREMENT. 10. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS GRADING AND/OR EXCAVATION IS COMPLE1£D FOR ANY PORTION OF TIHE Sl1£. THE CONTRACTOR MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MA1£RIALS TO PREVENT EROSION OF GRADED AREAS TIHAT HAVE BEEN COMPLETED. 11. THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED TO TIHE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUA1£LY PROTECT PRIOR TO A PREOIC1£D RAINSTORM. 12. ALL BMPs MUST BE MAINTAINED. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED ANO IMPROVED, OR REPLACED WITIH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP SHOWS TI-iAT TIHE BMPs, AS INSTALLED, WAS NOT AOEQUA1£ FOR THE CIRCUMSTANCES IN WHICH IT WAS USED AND SHALL BE CORREC1£D OR MODIFIED AS NECESSARY. REPAIRS OR REPLACEMENTS MUST TI-iEREFORE PUT A MORE EFFECTIVE BMP IN PLACE. STREET NOTES 1. ALL UNDERGROUND U TILi TIES AND LA 1£RALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 2. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUA1£D, AND DOCUMEN1£D PER TIHE PROFESSIONAL LAND SURVEYORS ACT. ABBREVIATIONS AB AC CBcG CONC EQUIP EX FG FL FS GB HP INV IRR LF LP AGGREGATE BASE ASPHALT CONCRETE CURB le GUTTER CONCRE1£ EQUIPMENT EXISTING FINISH GRADE FLOWLINE FINISH SURFACE GRADE BREAK HIGH POINT INVERT IRRIGATION LINEAL FEET LOW POINT PVMT RCP REC RET RW s SD SDRSD SMH STD SWK TB TC TG w WM PAVEMENT REll'-FORCED CONCRETE PIPE FROM RECORD DRAWINGS RETAINING RECLAIMED WATER SEWER STORM DRAIN SAN DIEGO REGIONAL STANDARD DRAWING SEWER MANHOLE STANDARD SIDEWALK TOP OF BERM TOP OF CURB TOP OF GRATE WATER WATER METER PLANNING ■ DESIGN ■ C:□N5TRUC:Tl □ N II ■ ■ CONSULTING 9755 CLAIREMONT MESA BOULEVARD, SUITE 100 SAN DIEGO, CALIFORNIA 92124-1324 858.614.5000 ■ FAX 858.614.5001 ■ www.RBF.com LEGEND & ABBREV[AT[ONS □ >----0 _n_ )< ---)[-• )( ACP BFP TRANS EVLT FL HP IE LP STL EX STORM DRAIN CLEANOUT EX SEWER MANHOLE EX SEWER CLEANOUT EX TELEPHONE PEDESTAL EX FIRE HYDRANT EX WATER METER EX WATER VALVE EX IRRIGATION CONTROL VALVE EX IRRIGATION CONTROL BOX EX CURB DRAIN EX ELECTRIC POWER POLE EX ELECTRIC PULL BOX EX ELECTRIC JUNCTION BOX EX STREET LIGHT EX GAS VALVE EX STREET SIGN EX TRAFFIC SIGNAL LIGHT EX POST/POLE EX TREE EX FENCE LINE STORM DRAIN PIPE STORM DRAIN INLET STORM DRAIN CLEANOUT SAWCUT LINE ASHPHALT CONCRETE PIPE BACK FLOW PREVENTER ELECTRIC TRANSFORMER ELECTRIC VAULT FLDWLINE HIGH POINT INVERT ELEVATION LOW POINT STEEL POT HOLE/BORING LOCATION "AS BUILT" 111'}:, I , DATE REVIEWED BY: ~~uQ 'ebdt3 INSPEC~OR DATE I "H2EE1 CITY OF CARLSBAD I SHEETS I 1-----+--+----------------t------t---t-----t---i ~~~~~U~T~l=:L:::::IT::::lE::::S:::::::::D=:E=PA=R=T=M::::E=NT===---===4=~ 1---+---+-----------------i--------;---;-------r---, CIMPROVEMENTPLANS FOR NW QUADRANT STORM DRAIN IMPROVEMENT PROGRAM 1---+---+-----------------i--------GENERAL NOTES I---+---+-------------- ---,------, I--.. ----- ----------+---+---+---+------1 :==:::::::::::::::::::::::::==:::::~~~=~=======~ AP~RQVED WILLIAMH~MMER %~ .,,u«~ L ~ =• _,.., a -z 1/.J. DEPUTY CITY ENGINEER 1'2176 EXPIRlS 3/31/14 DA DATE INITIAL ENGINEER OF WORK DA TE INlllAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL g~~DB~y --I PROJECT NO. I DR4ft5.W71~4GENO. RVWD BY: 6608 ~-------J~---- . E Q. 00 ,,., "' N ,:::_ ,,., ,:::_ -- 1-- I 0 D' ,. 1--D' <( u Vl 0 "" 0 N 0 0 I 1-- 0 z I w ... I ..... o.r, ... I 0 " o.r, o.r, / 1--If) w "" >-w ~ 0 ~ VI <( :e > ::J' / <1) G) > <1) ~ 0 .-+ / N ~ 0 0 0 u, <( u ..... 'J / ~ I 0 ~ ..... IT1 o.r, o.r, 0 -o.r, N / <( 1-- <( 0 D.. / .. ~ ! ) ! l, ______________ 6_0_' _R_IG_H_T_Cl'"_W_A_Y _____________ I I I VARIES 25' TO 30'± TRAVELED WAY I I i I I ___.l'-------c..X AC BERM VALLEY STREET BE1WEEN BUENA VISTA WAY AND MCCAULEY LANE N.T.S. I ) I '"' a£ --------a:: a:: 1-60' RIGHT OF WAY I 7' I I SIDEWALK 36'± TRAVELED WAY I I I VALLEY STREET BETWEEN MCCAULEY LANE AND CARLSBAD BLVD N.T.S. II II II CONSULTING PLANNING II DESIGN ■ CONSTRUCTION 9755 CLAIREMONT MESA BOULEVARD, SUITE 100 SAN DIEGO, CALIFORNIA 92124-1324 858.614.5000 • FAX 858.614.5001 • www.RBF.com CONCRETE CM' DETAIL N.T.S. MINOR GRADING TO MAINTAIN POSITIVE DRAINAGE TO STREET ~X!STING GROUND MINOR GRADING BEHIND BERM N.T.S. "AS BUILT" /4'e~ rJ,/!J RCE ~M ~XP ~~)~ ~.:;_ REVIEWED BY: 0/;tc/J2 INSPECTOR DATE t-----+---+-------------------t-----t------f------j------- t-----+---t------------------0------ I SH3EET I CITY OF CARLSB1'\D I SHEETS I UTILITIES DEPARTMENT 4 ,---+----I i--------t------t----------·-_____ ------------1----+----+----+----1 IMPROVEMENT PLANS FOR NW QUADRANT STORM DRAIN IMPROVEMENT PROGRAM DETAILS AND SECTIONS t-----+---+-------------------t-----t------f------t--------- APPR9YE:Q • WILLIAhLUMMER .,. .. /,. .alt& 1 t:. ~------✓~/..L DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/14 Llfi-E• t-----+---t----------------1--------DA TE !NI TIAL ENGINEER OF WORK REVISION DESCRIPTION DATE --···------+---+----I INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: I PROJECT ND. I DRAWING NO. ~e~g ~~', --. 6608 . 457-4E E Q_ co "' N N z::.. n z::.. ~ ~ f- I 0 fi' "' f- °' <C u [/) 0 "' 0 "' 0 0 I f-w 0 I w .,. I " "' .,. 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STORM DRAIN PROFILE SCALE: HORI Z. 1 "= 20' VERT. 1"= 2' NOTE: z _J CENTERLINES, ANO RIGHT-OF-WAY LINES SHO'MII HEREON WERE ESTABLISHED FROM AVAILABLE RECORD MAPS AND ASSESSOR'S MAPS. NO TITI.E REPORTS WERE l"ROVIDEO FOR TI-IIS PROJECT. SELECT RECORD MONUMENTS WERE TIED INTO TI-IE PROJECT COORDINATE SYSTEM TO ORIENTATE RECORD MAPS. BEARINGS ANO DISTANCES FROM TI-llS DRAWING REPRESENT A BEST FIT COMPILATION OF RECORD DATA. TI-IESE CENTERLINES, ANO RIGHT-OF-WAY LINES ARE INTENDED TO BE USED FOR A GRAPHIC REPRESENTATION ONLY. I • • • CONSULTING PLANNING ■ DESIGN ■ CONSTRUCTION 9755 CLAIREMONT MESA BOULEVARD, SUITE 100 SAN DIEGO, CALIFORNIA 92124-1324 858.614.5000 FAX 85'8.614.5001 www.RBF.c:om w > 1---i er:: 0 STORM DRAIN DATA TABLE @ BEARING/DELTA LENGTI-l NOTE 1 N79'01'49"W 9.73' 12" PVC C-900 GENERAL NOTES: 1. RIGHT-OF-WAY (R/W) SHOWN ON PLANS ARE SCHEMATIC ONLY. 2. THE LENGTH SHOWN ON THE TYPE B CURB INLET JS THE DUTSIDE DIMENSION DF TI-lE BOX PER TI-lE STANDARD DETAIL. 3. STORM DRAIN CURB INLETS SHALL BE PER SDRSD D-2. NO LDCAL DEPRESSION PER CITY STANDARD DS-1. 4. CONTRACTDR TO VERIFY ALL CONFDRMS WITH EXISTING IMPROVEMENTS PRIOR TO CDNSTRUCTION. 5. CONTRACTOR TO REPLACE EXISTING STRIPING & SJGNAGE DAMAGED DURING CONSTRUCTJDN. 6. CONTRACTDR TO DEWATER UTILITY TRENCHES AS REQUIRED. 7. TRENCH PLATES ALLOWED. CURB DATA TABLE @ BEARING/DELTA LENGTI-l NOTE 1 N33" 43" 27"W 30.16' 6" TYPE A BERM PER SDRSD G-5 CONSTRUCTION NOTES I J PROTECT IN PLACE H J MATCH EXISTING 3 TRENCH, RECOMPACT & RESURFACE PER CITY STD GS-26 1 SAWCUT ~ TYPE A4 STORM DRAIN CLEANOUT PER SDRSD D-9 ;!_ CURB INLET PER SDRSD D-2, MODIFIED PER CITY STANDARDS -1, PIPE BEDDING AND TRENCH BACKFILL PER CITY STD S-5 FOR PVC, AND SDRSD D-60 FOR RCP. @ CONCRETE CAP 12" PVC STORM DRAIN PER DETAIL ON SHEET 3 (D MINOR GRADING OCHIND PRDPOSED BERM TO PROVIDE POSITIVE OVERLAND DRAINAGE INTO STREET. SEE DETAIL ON Sf-£ET 3. @ rROPOSED AC BERM SHOULD END AT SIDE OF PROPOSED CURB INLET. "AS BUILT" /1.-·, # ., />)o/11 RCF S'f06? EXP. ~.t5Jy DAlE 20 1D D 2D 4D 60 REVIEWED BY: I ~l __ ~I ~, SCALE: 1 "~20' INSPECTOR I SH4EET I CITY OF CARLSBAD I SHEETS I 1-----+---+-----------------t-----+---t---+---i UTILITIES DEPARTMENT 4 >------+----+------------------IMPROVEMENT P/.ANS FOR NW QUADRANT STORM DRAIN IMPROVEMENT PROGRAM VALLEY ST. AND MCCAULEY LANE (SITE 8) APPROV~,5) WILLIA~UMMER --'w-,,, a,..,1-1-> DEPUTY CITY ENGINEE! -P 28176 EXPIRES 3/31/14 .DATE 1--~=-+~~-+----------------1--------+-----ti-----1 OWN BY: I PROJECT NO. I DRAWING NO, DATE INITIAL REVISION DESCRIPTION 1---D_A_IE~_IN_IT_IA_L-+-_DA_T_E~_IN_IT_IA_L-I CRHVWKDD BBYY:_ ---6608 457-4E ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL E a. "1 ,. -.,., "-,.., ~ ' .,., I- I Cl "' ~ 0,: <( u (/) '-' ,:: □ ..; 0 0 I n. :. I w ... I " "1 ... I 0 " "1 U1 / I-(/) w ,:: >-w __J __J <( ~ 0 __J Vl ~ Cl / :f" Cl (1) G) □ (D <( u rt / +'> +'> 0 " 0 u, U1 -...J U"} ..... ' 0 +'> +'> -"1 rn N / <( I- <( Cl n. / T