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HomeMy WebLinkAboutDWG 474-2; 5031; SANTE FE II RESERVOIR DRAINAGE/CRIBWALL IMPROVEMENT; 01-08\' \ \ \ \ \ CITY or OCEANSIDE HIGHWAY '/J \ \ \ \ \ \ \ ,..... \ D ' \ PACIFIC \ ~~fr~~I\J AVf. OCEAN\ \ \ I CITY or ENCINITAS VICINITY MAP NO SCALE PROJECT LOCATION PLANS FOR THE IMPROVEMENT OF SANTA FE II RESERVOIR DRAINAGE AND CRIBWALL CONTRACT No. 50311 -PROJECT LOCATION S(.) ;o LAKE SAN MARCOS CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA LOCATION MAP DRAWING INDEX SHEET NO. DWG. NO. DESCRIPTION 1 T-1 TITLE SHEET 2 G-1 NOTES, ABBREVIATIONS AND LEGEND 3 D-1 DEMOLITION PLAN 4 C-1 GRADING & DRAINAGE PLAN 5 C-2 CRIB WALL PROFILE 6 C-3 EROSION CONTROL PLAN 7 C-501 CIVIL DETAILS 1 8 C-502 CIVIL DETAILS 2 BOARD OF DIRECTORS MATT HALL -PRESIDENT ANN J. KULCHIN -DIRECTOR FARRAH DOUGLAS -DIRECTOR MARK PACKARD -DIRECTOR KEITH BLACKBURN -DIRECTOR NO SCALE LISA HILDABRAND -EXECUTIVE MANAGER DECLARATION OF RESPONSIBLE CHARGE REFERENCE DRAWINGS DRAWING NAME COSTA REAL MUNICIPAL WATER DISTRICT AS-BUILTS DWG: P: \60220581\000_CA0\00S_Clvil\Sheets\T-1.dwg USER: KepplerG DATE: Jul 03, 2012 11:46am XRffS: C-80 NUMBER PROJECT LOCATION COAST AVENUE SOUTH OF WHITE SANDS DRIVE AND NORTH OF ISLAND DRIVE, IN THE CITY OF SAN MARCOS, CA. SOURCE OF TOPOGRAPHY GLENN PRUIM UTILITIES DIRECTOR 83-109A TOPOGRAPHY IS APPROXIMATE AND BASED FROM CMWD 83-109A DRAWING DA TUM IS BASED . HORIZONTAL CONTROL AND VERTICAL • • l(Nwwllal'I below. call 11e1o11 you c11g. CALL811 ATLEASTTWODAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CF SOUTHERN CALIFORNIA ON STATED REFERENCE DRAWINGS. AS'COM AECOM USA, lno. 7807 Convoy Court, Suite 200 San Diego, California 92111 T 858.268.8080 F 858.292.7432 www.aecom.com i\<QfESSt~ ,-,t:JJH k;-~ <'l 1/._<..,'<fl\\ Ill . cf 4s31l ~i:: * Exp. 12/31/13 : ~;, CI VI I. <#;"" e or c,..1. ,~(l JULY 2012 "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: AECOM USA, INC. ADDRESS: __ 7_80_7_CO_N_V_OY_C_O_UR_T_, _S_UI_TE_2_00 __ CITY, ST.: SAN DIEGO, CALIFORNIA TELEPHONE: 858-268-8080 BY: GREG S. KEPPLER DATE: JULY 2, 2012 R.C.E. NO.: 74636 REGISTRATION EXPIRATION DATE: 12/31/13 DATE DATE INITIAL DATE INITIAL DATE INITlAL REVISION DESCRIPTION DATE ENGINEER OF WORK OTI-iER APPROVAL CITY APPROVAL T-1 I SH1ET I CITY OF CARLSBAD 1 SHaTS 1 UTILITIES DEPARTMENT SANTA FE II RESERVOIR DRAINAGE AND CRIBWALL IMPROVEMENTS TITLE SHEET APPR~~UAU E. PLUMMER di ,,--:~--,~ DISTRICT ENGINEER E 28176EXPIRES J/31/14 1i,3/ir.?4f'l.2- OWN BY: RR I PROJECT NO. I DRAWING NO. CHKD BY: GK 5031 RWIO BY: RO 474-2 GENERAL NOTES 1. NO REVISIONS WILL BE MADE TO lliESE PLANS WllliOUT lliE WRITTEN APPROVAL OF rnE CITY ENGINEER, NOTED WlllilN rnE REVISION BLOCK, ON rnE APPROPRIATE SHEET OF lliE PLANS AND TITLE SHEET. 2. ACCESS FOR FIRE AND OlliER EMERGENCY VEHICLES SHALL BE MAINTAINED TO lliE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 3. NEITI1ER rnE CITY, NOR rnE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTI1 STANDARDS, LAWS AND REGULATIONS. 4. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO lliE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OlliER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM rnE HAZARD OF CAVING GROUND DURING rnE EXCAVATION OF SUCH EARTI1WORK, TRENCH OR TRENCHES OR DURING lliE PIPE INSTALLATION rnEREIN. mis PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET {5') OR MORE IN DEPTI1 ANO APPROVED BY lliE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM lliE SHORING SYSTEM STANDARDS ESTABLISHED BY lliE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT lliE CONTRACTORS EXPENSE. A COPY OF rnE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO rnE INSPECTOR PRIOR TO EXCAVATION. 5. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WlllilN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS SHALL CEASE IMMEDIATELY, ANO THE CONTRACTOR SHALL NOTIFY lliE CITY ENGINEER. OPERATIONS SHALL NOT RESTART UNTIL lliE CONTRACTOR HAS RECEIVED WRITTEN AUTI10RITY FROM THE CITY ENGINEER TO DO SO. 6. ALL OPERATIONS EXCEPT TRAFFIC CONTROL CONDUCTED ON lliE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 4: 00 P.M., MONDAY THRU FRIDAY. 7. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY lliE 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 lliE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE HAULING. 8. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF lliE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OlliER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT rnE UTILITIES SHOWN ON rnE PLANS AND ANY OlliER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 9. UNLESS OTHERWISE INDICATED, SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL C AS DEFINED IN "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" CI/ASCE 38-02. LEVEL C INCLUDES SURVEYING SURFACE UTILITY FEATURES AND CORRELATING APPLICABLE UTILITY RECORDS TO THE SURVEYED FEATURES. NO POTI10LING HAS BEEN PERFORMED. 10. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT lliE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND lliAT lliE ACTUAL LOCATIONS ARE IN CONFLICT Willi THE PROPOSED WORK. 11. SECTION 4216/4217 OF lliE GOVERNMENT CODE REQUIRES lliAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A '1'ERMIT TO EXCAVATE" WILL BE VALID. FOR DIG ALERT 10 NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 811 TWO FULL WORKING DAYS BEFORE YOU DIG. 12. 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 PACIFIC BELL TIME WARNER CABLE COX COMMUNICATIONS 811 CITY OF CARLSBAD (SEWER, WATER &: RECLAIMED WATER) (800) 660-7343 (800) 892-0123 (760) 438-7741 (760) 806-9809 (760) 438-2722 DWG: P. \60220581\000_CAD\006_Civil\Sheets\G-1.dw1 USER: KepplerG DAlE: Jul 03, 2012 11:49am XREFS: C-BD • 11'1-.llllbat'I below, Galh111o!1JOU 111g. CALL811 AT LEAST T\W DAYS BEFORE YOU DIG UNOCRGROUND SERVICI.ALERT Cf SOUTI-IERN CALIFORNlA EXCAVATION AND WATER NOTES 1. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM lliE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION ANO SHALL ADHERE TO ALL PROVISIONS OF lliE STA TE CONSTRUCTION SAFETY ORDERS. 2. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. lliE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 3. THE CONTRACTOR SHALL NOTIFY lliE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO lliAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 4. ALL EXISTING TREES ANO STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED PRIOR TO COMMENCEMENT OF IMPROVEMENT WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA rnooIc PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, lliE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA Tl VE FORM OF PROTECTION. EROSION CONTROL NOTES 1. EQUIPMENT ANO 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. 2. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO lliE SATISFACTION OF lliE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH ¾ INCH MINIMUM AGGREGATE. BENCHMARK DESCRIPTION: ES0387 -STANDARD COUNTY OF SAN DIEGO BRASS DISC ON STEEL ROD W/ WITNESS POST 1.0' S'LY LOCATION: 0.1 Ml. E'LY OF INTERSECTION OF ENCINITAS RD & POINSETTIA A VE., 36' S'L Y OF CL, 120' E. OF PP114452. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK (NORTI1 CO.) ELEVATION: 505.226 MSL BASIS OF COORDINATES BEARING OF lliE WEST LINE OF THE E. 1 /2 OF rnE S.E. 1 / 4 OF SEC. 18 BEING N. oo· 06' 39" E. PER P.O.S. 9461 SUBSURFACE UTILITIES SUBSURFACE UTILITY DATA IS BASED ON AS-BUILT DATA OBTAINED FROM lliE SOURCE TOPOGRAPHY AND IS SHOWN FOR REFERENCE ONLY. lliE CONTRACTOR SHALL POTI10LE AND LOCATE UTILITIES PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTIVITIES. NOTE: CONTRACTOR SHALL FIELD VERIFY STATED BENCHMARK AND BASIS OF COORDINATES, INCLUDING VERTICAL DATUM, PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. AS'COM "AS BUILT" LEGEND IMPROVEMENT STD DWG DRAINAGE SWALE (MINOR CHANNEL) SOR SD 0-70 STORM DRAIN CATCH BASIN {TYPE F) SDRSD 0-7 TYPE B-3 CONCRETE CURB EXIST GAS EXIST ELECTRIC EXIST IRRIGATION EXIST SEWER EXIST WATER MAIN SDRSD G-6 EXIST STORM DRAIN {SIZE SHOWN ON PLANS) PROPERTY LINE OR RIGHT-OF-WAY SYMBOL ----G---- ----E·---- ---IRR--- ----s---- ------w-- -------- ABBREVIATIONS APPROX BC BEG BMP BVC CASQA CIP CL CLR CML&C CMP CMWD CONC CONST CSD CTR DIA DWG E EC EL EQUIP EVC EXIST FL FLT FT GA GB HORIZ HP HT I.D. IE APPROXIMATE BEGIN CURVE BEGIN BEST MANAGEMENT PRACTICES BEGIN VERTICAL CURVE CALIFORNIA STORM WATER QUALITY ASSOCIATION CAST IN PLACE CENTERLINE CLEAR CEMENT-MORTAR LINED AND COATED CORRUGATED MET AL PIPE CARLSBAD MUNICIPAL WATER DISTRICT CONCRETE CONSTRUCT OR CONSTRUCTION CARLSBAD STANDARD DRAWING CENTER DIAMETER DRAWING ELECTRIC END CURVE ELEVATION EQUIPMENT END VERTICAL CURVE EXISTING FLOWLINE FLAT FEET OR FOOT GAGE GRADE BREAK HORIZONTAL HIGH POINT HEIGHT INNER DIAMETER INVERT ELEVATION LBS MAX MH MIN MOD O.D. PE PL PRC PSI PVC PWCSP RCP RES R/W s SD SDCO SDRSD SF SPEC SPPWC ST STA sm TYP UNK vc VCP w W/ WRK WWM POUNDS MAXIMUM MANHOLE MINIMUM MODIFIED OUTER DIAMETER POLYETHYLENE PROPERTY LINE POINT OF REVERSE CURVE POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PUBLIC WORKS CONSTRUCTION STANDARD PLAN REINFORCED CONCRETE PIPE RESERVOIR RIGHT-OF-WAY SEWER STORM DRAIN STORM DRAIN CLEANOUT SAN DIEGO REGIONAL STANDARD DRAWING SQUARE FEET SPECIFICATIONS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STREET STATION STANDARD TYPICAL UNKNOWN VERTICAL CURVE VITRIFIED CLAY PIPE WATER WITH WORK WELDED WIRE MESH / A-'--+---SECTION {LETTER)/PROFILE (NUMBER) DESCRIPTOR C-3 \. .,,C-1-DRAWING WHERE DETAIL WAS REFERENCED DRAWING WHERE DETAIL APPEARS G-1 ~ CITY OF CARLSBAD I SHE8ETS I l_2j UTILITIES DEPARTMENT SANTA FE II RESERVOIR DRAINAGE AND CRIBWALL IMPROVEMENTS NOTES, ABBREVIATIONS & LEGEND AECOM USA, Inc. i?/lES$1~ c}'JlliiT kt-~_,.:;"<'l ~:."' 1/,5'-~~,Jh, APPROVED,;. ~LLIAM E.,.£1.~M:?: " . c 538r ~J; RCE___ EXP. ---DATE l----+---+-------------------IC-----1----1----+----l ----~-f~~~~.-i~-£,c-:___,,_~ .?-~--=~.==,El'tt-····~l'J .. ~-•.....,~~cn/4el/. * Exp. 12/J1/1J * ~R~EV~IE~W:;:;:ED~B~Y:--: ----------7--------J--l------------------+--__j_ __ i __ j_-l DISTRICT ENGINEER PE 28175 EXPIRES J/31/14 ~DATE I 7807 Convoy Court, Suite 200 Son Diego, California 92111 T 858.268.8080 F 858.292.7432 ~"' c,v1'-'i#;~ OWN BY: R~R~ I PROJECT NO. I DRAWING NO. 0 \~(l DATE INITIAL DATE INITIAL DATE INITIAL ,-CAl >---~-__,_-~ _ ___, CRHVWKDD BBYY:: 5031 474-2 REVISION DESCRIPTION l!!~===========~--===--_j_!!:!_INS~P~EC:_!!TO~R ________ ~DA~T~E _ _l,~EN~GIN~EE~R ~0F.!!_W0'.'.'.'.RK~-----~=~:.::=...::.:_ ____ _J_'.o:::TH'.::ER'.._:A::'.'.PP~RO:'.:VA~L_l__:'.a~TY~AP~PR~OV~AL:_J~~~::::~~====~~~==~~~~::::!J www.oecom.com EASEMENT LINE -----------.... I 20 10 0 20 40 SCALE IN FEET DWG: P: \60220581 \OOO_CAD\006_Civil\Sheets\D-1.dwg USER: KepplerG DATE: Jul 03, 2012 12:17pm XREFS: C-Tank_Bose C-B0 C-GRADING DEMOLISH & DISPOSE ALL EXIST CHAIN LINK FENCE AND GATES I I EXIST CONC -----..,_ VAULT " / -~ffr/f,o ;---:~--EXIST GATE POSTS 'f'----- PROTECT IN PLACE / , / EXIST HANDRAIL\ PROTECT IN PLACE · _ EXIST 36" INLET/ -----.... EXIST RIP-RAP APRON \ PROTECT IN PLACE --\ ',~-~-('"'°''-. OUTLET PIPE PROTECT IN PLACE I EXIST 6" RES SUBDRAIN PROTECT IN PLACE ~ ' EXIST SOLAR_/ EQUIP FENCE EXIST RES/ I ACCESS HATCH I EXIST SOLAR j EQUIP ~~ EXIST ACCESS ROAD --------... ----EXIST 6" PVC DRAIN TO BE REMOVED AND DISPOSED PORTION Of EXIST CONC SWALE TO BE REMOVED AND REPLACED SEE DWG C-1 FOR LIMITS I I I I EXIST DOUBLE SWING GATE TO BE REPLACED . SEE DWG C-1 . / I l EXIST DRAIN INLET TO BE REMOVED AND DISPOSED. ABANDON DOWN DRAIN, lYP ,,,,,-PORTION Of EXIST 4' WIDE X PERIMETER CONC SWALE TO \ REMAIN. SEE DWG C-1 FOR LIMITS ~I ... ~I ;g zl I I I I N 4644.00 E 5126.00 ,,.,.-EXIST 24" DRAIN ~EXIST 18" CML&C OVERFLOW DRAIN PIPE PROTECT IN PLACE LEXIST RES VENT PORTION Of EXIST CONG _,-, SWALE TO BE REMOVED ANO REPLACED SEE DWG C-1 FOR LIMITS REFERENCE LINE N33"51'19" E - EXIST DRAIN INLET TO BE REMOVED AND DISPOSED EXIST RES~ ACCESS HATCH ,,,.,.-EXIST 6" PE DRAIN LINE ·: ABANDON IN PLACE ,. SEE SPECIFICATIONS ~::::::'\,-., .. E;)(IST,_6.-PE_ ORAi!'{ TO BE REMOVED '. TO ~O~ CRIBWA~L ELEVATION __ AND '•-ABANDONED IN PLACE PER SPEC \ ~ 'J-...~ '\\~' 1 _-,-,--· ALL EXIST CHAIN LINK FENCE AND GATES TO BE ,. DEMOLISHED AND REPLACED SEE DWG C-1 FOR NEW FENCE LIMITS El<JST OOUBJJ: SWING GA.TE TO . Bi REPLACED WITIJ SINGLE / ACCESS GATE SEE OWG C-1 -ABANDON ~RF ACE DRAINAGE (JNE IN PLACE, 1YP I --PL (1YP) - I I I I DEMOLITION NOTES: 1. THE UPPER CRIBWALL SHALL BE DEMOLISHED AND REMOVED IN ITS ENTIRETY. 2. THE CONlRACTOR SHALL REFER TO THE AS-BUILT RECORD DRAWINGS REFERENCED ON THESE DRAWINGS AND IN THE PROJECT SPECIFICATIONS TO DETERMINE THE EXTENTS OF THE UPPER CRIBWALL 3. NO GRADING, EQUIPMENT STORAGE, OR OTHER CONSTRUCTION ACTlvlTIES SHALL TAKE PLACE WITHIN THE SDG&E EASEMENT. SDG&E'S EASEMENT SHALL ONLY BE USED AS AN ACCESS ROUTE TO CMWD'S PROPERTY. 4. CONlRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF THE RESERVOIR TANK WALL FOOTING ANO ALL RESERVOIR PIPING ANO APPURTENANCES TO BE LEFT IN SERVICE PRIOR TO DEMOLITION ACTIVITIES. 5. CONlRACTOR SHALL EXERCISE EXTREME CAUTION DURING DEMOLITION OPERATIONS IN ORDER TO PROTECT THE EXIST RESERVOIR TANK WALL, TANK FOOTING, AND RESERVOIR PIPING AND APPURTENANCES TO BE LEFT IN SERVICE. 6. VEGETATION IS SHOl'IN FOR REFERENCE ONLY AND HAS NOT BEEN SURVEYED. CONlRACTOR SHALL VERIFY THE EXTENT Of THE VEGETATION IN THE FIELD TO BE REMOVED. 7. CONTRACTOR SHALL CLEAR, GRUB AND DISPOSE ALL VEGETATION ABOVE THE LO\\lR CRIBWALL, ON THE FACE OF THE LO\\lR CRIBWALL, AND \\lTHIN 20 FEET Of THE LO\\lR CRIBWALL FACE FOR ACCESS. LEGEND: ~ TO BE DEMOLISHED AND REMOVED ~ EXIST ACCESS ROAD I I I I I I I I I I I I I I I I I I I EXIST PERIMETER CHAIN LINK SECURITY FENCE TO BE DEMOLISHED . AND REPLACED AUTHORIZED STAGING AND -· __, STORAGE AREA ~W!!_al'S below. can befole JOU Ilg. CALL 811 ATLEASTTWODAYS BEFORE YOU DIG UIIDERGROUND SERVICE AL.00 CJ' SOUTI-ERN CALIFORNIA. AECOM USA, Inc. /""" EXIST RES VENT A!'COM 7807 Convoy Court, Suite 200 Son Diego, California 92111 T 858.268.8080 F 858.292.7432 www.aecom.com I I "AS BUILT" EXP. __ _ DATE D-1 ~ CITY OF CARLSBAD I SHE8ETS I ~ UTILITIES DEPARTMENT SANTA FE II RESERVOIR DRAINAGE AND CRIBWALL IMPROVEMENTS DEMOLITION PLAN APPROVED: WILLIAM~U MER ~.d&=~~--tt2.....:L:___i,=--u~•~rr~.....,-=~~~-~~112 DISlRICT ENGINEER PE28176 EXPIRES 3 31 14 DATE 1 t-::::~=---=-:--------------.----1----4--------------------+--+--+--+----l ~~~~~-,-:::::--=--=---=:;:.;:;.;::--=;-;::::======::::::;-;::==== REVIEWED BY: OWN BY: RR PROJECT NO. DRAWING NO. MTE ~~~DBS}~ ~1 4~ Cl TY APPROVAL DATE INITIAL DA TE INITIAL INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ~ EXIST ACCESS ROAD EASEMENT LINE ~ EXIST CONC ------ VAULT '- j '~~ 1J~ ------ .,,.-EXIST 24" DRAIN EXIST GATE~ POSTS / r EXIST 36" INLET/_ OUTLET PIPE ---------...,. EXIST ACCESS ROAD ~ N 4584.82 E 5013.57 NEW PERIMETER HIGH SECURITY FENCE ALONG PAVED BENCH PER SPPWC 6D0-2 DWG WITrl BARBED WIRE AND TOP RAIL SEE CONSTRUCTION NOTES 1 BEGIN TYPE B-3 CURB PER SDRSD G-6 N 4584.10 E 5029.99 SAWCUT EXIST SWALE BEGIN NEW SWALE MATCH EXISf SWALf I I I CLEAN, PATCH EXISTING TEXTURE, AND PAINT EXPOSED TANK WALL ',,,..,....-EXIST HANDRAIL • EXIST SOLAR/ EQUIP FENCE '-.J -o 0, r 1+50 I EXIST RES/ ACCESS HATCH I I EXIST SOLAR/ EQUIP I I I I ~I ... ~I "' zl I I I I - N 4705.01 E 5040.53 SCRIBED "X" EL = 733.50 ~-- EXIST RES j VENT CONC APRON --TOP OF RECONSTRUCTED LOWER CRIBWALL - MOD TYPE FLU CATCH BASIN '\!::!!!) 1 A DRAINAGE CHANNEL 1----1---1 C-502 C-502 SPLASH WALL ~ ~- ----~ PROVIDE TOP AND BOTTOM RAILS FOR FENCE SECTION SPANNING DRAINAGE CHANNEL ONLY LIMITS OF CONC PAVEMENT. SEE NOTES. N 4749.36 . E 5188.4 16' WIDE HIGH SECURITY DOUBLE LEAF DRIVE SWING GA TE W /BARBED WIRE PER SPPWC 600-2 DWG. SEE . -----REFERENCE LINE NJJ"51'19" E BEGIN TYPE B-3 CURB PER SDRSD G-6 I 20 10 __ 0 20 40 SCALE IN FEET DWG: P: \60220581\000_CAD\006_Civil\Sheets\C-1.dwg USER: KepplerG CONSTRUCTION NOTES TrllS SHEET ~ EXIST 4' WIDE fi PERIMETER REPLACE EXIST PERIMETER CHAIN LINK SECURITY FENCE Wl1H HIGH SECURITY FENCE PER PWCSP 600-2 DWG INCLUDING BARBED WIRE AND TOP RAIL ALONG EXIST FENCE LINE BETWEEN COORDINATES & SEE CONSTRUCTION NOTES TrllS SHEET I I ICDNwllal'I below. can llefore JOU 111g. EXIST FENCE LINE CALL 811 ATLEAST TW:) DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT /Y SOUTHERN CALIFORNIA CONC SWALE EXIST FENC[ LINE AECOM USA, Inc. _,-EXIST RES VENT --~EXIST FENCE LINE .AS'COM 7807 Convoy Court. Suite 200 San Diego, California 92111 T 858.268.8080 F 858.292. 7432 www.aecom.com DA TE: Jul 03, 2012 12: 10pm XREFS: C-Tank_Base C-GRADING C-SD C-8D C-Crib-Hariz C-Lower-Crib C-Conc-Overlay C-FlATWORK-HORIZ -CL 1 I I I I I I I I I I I I I I N 4644.00 E 5126.00 CE __ _ REVIEWED BY: INSPECTOR TANK ROOF NOT TO B.E PAINTED "AS BUILT" EXP. __ _ 4' WIDE HIGH SECURITY SINGLE WAU< SWING GATE W/BARBED WIRE PER PWCSP 600-2 DWG. SEE CONSTRUCTION NOTES 1HIS SHEET EXIST RES 1/ ACCESS HATCH EXIST FENCE LINE DATE DATE DATE ~EXIST VEGETATION TYP I INITIAL ENGINEER Of WORK I N 4735.22 E 5192.9 SAWCUT EXIST SWALE BEGIN NEW SWALE MATCH EXIST SWAL~ I rl I I REVISION DESCRIPTION .....__PL (TrP) - I I I I DATE INITIAL OTHER APPROVAL I I DA TE I Nill Al QTY APPROVAL FENCING HORIZONTAL CONTROL DESIGNATOR NORllilNG EASTING NOTES 1 4611.15 4999.04 CTR OF FENCE POST 2 4541.46 5042.43 CTR OF FENCE POST 3 4527.07 5049.59 CTR OF FENCE POST 4 4498.01 5133.51 CTR OF FENCE POST 5 4507.01 5174.84 CTR OF FENCE POST 6 4534.40 5166.38 CTR OF FENCE POST 7 4725.91 5209.27 CTR OF FENCE POST CONC FLA TWORK HORIZONTAL CONTROL DESIGNATOR NORllilNG EASTING NOTES 8 4745.39 5186.38 BEG CL CONC FLT WRK 9 4766.49 5141.75 CL CONC FLT WRK I 4763.28 5092.32 CL CONC FLT WRK 1 4740.23 5048.34 CL CONC FLT WRK ' 4701.77 5017.04 CL CONC FLT WRK , 4654.07 5003.36 CL CONC FLT WRK ,, 4604.96 5010.55 CL CONC FLT WRK 4587.51 5018.67 END CL CONC FLT WRK CONSTRUCTION NOTES: 1. FENCE AND CONC FLAT WORK CONSTRUCTION COORDINATES PROVIDED ARE APPROXIMATE. REFER TO DWG T-1 AND G-1 FOR TOPOGRAPHY AND BASIS OF COORDINATES, RESPECTIVELY. 2. CONC FLAT WORK COORDINATES @THROUGH GARE SPACED AT 50 FEET ALONG TrlE CENTERLINE. J. PLACE HIGH SECURITY FENCING ALONG THE ORIGINAL FENCE LINE EXCEPT WHERE SHOWN. 4. All FENCING MATERIALS SHALL BE GALVANIZED UNLESS NOTED OTHERWISE. 5. HIGH SECURITY FENCING SHALL CONFORM TO SPPWC DWG 600-2 AND SECTION 206~6 OF THE LASTEST EDITION OF TrlE GREEN BOOK STANDARD SPECIFICA llONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS MODIFIED HEREIN: A. CHAIN LINK FABRIC SHALL BE WOVEN J/8" MESH. B. CHAIN LINK MESH SHALL BE 11 GA. C. SINGLE SWING GA TE & CORNER POSTS SHALL BE 4• PIPE @ 10.79 LBS/FT, 4 1/2" 0.D. D. DOUBLE SWING GATE POSTS SHALL BE 6" PIPE @ 18.97 LBS/FT, 6 5/8" O.D. E. LINE POSTS SHALL BE 3" IN PIPE @ 7.583 LBS/FT, J 1/2" 0.D. F. ALL POST FOOTINGS SHALL BE POST O.D. + 8" IN DIA. DEP1H IS PER SPPWC DWG 600-2. 6. CONSTRUCT CONCRETE PERIMETER CURB AND CONCRETE PAVEMENT WlTHOUT CROWN AND SLOPED TOWARDS SWALE AS SHOWN ON DRAWINGS . 7. CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING GRADING OPERATIONS IN ORDER TO PROTECT THE EXIST RESERVOIR TANK WALL, TANK FOOTING, AND RESERVOIR PIPING AND APPURTENANCES 1HA T ARE TO BE LEFT IN SERVICE. 8. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF THE RESERVOIR TANK WALL FOOTING AND ALL RESERVOIR PIPING TO BE LEFT IN SER'v1CE PRIOR TO CONSTRUCTION ACTIVITIES. 9. REFER TO COSTA REAL MUNICIPAL WATER DISTRICT AS-BUILT DRAWINGS 8J-109A FOR PROPERTY BOUNDARY INFO LEGEND: ----<>-------0- 5 1 /2" THICK CONC PAVEMENT PER SDRSD G-18 ( 4750 SF} NEW H = 6' HIGH SECURITY FENCE W/BARBED WIRE AND TOP RAIL (850 LF) --4" TrllCK CIP DRAINAGE SWALE -----(315 Lf) EARTHWORK {3000 CY) C-1 ~ CITY OF CARLSBAD I sHEaETs I l___!_J UTILITIES DEPARTMENT SANTA FE II RESERVOIR DRAINAGE AND CRIBWALL IMPROVEMENTS GRADING & DRAINAGE PLAN DISTRICT ENGINEER PE 28176 EXPIRES 3 31 14 OWN BY: CHKD BY: RVWD BY: RR GK RO PROJECT NO. 5031 DRAWING NO. 474-2 l i j--~-+--a--L ---~-t--t--,---~--r-t--1>---1---t-i-t-+]-+--+i-+--+-~-~ -' , '. 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CALL811 ATL.EASTTWOOAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT {F SOUTHERN CALIFORNIA C-Crib_WollYrof C-GRID_2 1+00 2+00 EXISTING LOWER CRIB WALL IMPROVEMENTS PROFILE AS'COM HORIZ: 1 • = 20' VERT: 1• = 4' "AS C-2 \.. ,.I C-1 BUILT" 3+00 CRIBWALL LEGEND PORTION OF EXIST CRIBWALL TO BE REMOVED PER GRADING PLAN PORTION OF EXIST CRIBWALL TO BE REMOVED & REBUILT PORTION OF NEW CRIBWALL TO BE CONSTRUCTED PER GRADING PLAN , ·m I// IH /// r/, ii /I,/ 'ff, r1 'ff. 'f, " //, IIT, 'II , II ff, fl !IflJI I I I I I ~ fOI. fllil lllllUI fII'{ 100% SUBMITTAL CITY OF CARLSBAD UTILITIES DEPARTMENT SANTA FE 11 RESERVOIR IMPROVEMENTS CRIB WALL PROFILE C-2 AECOM USA, lne. 7807 Convoy Court, Suite 200 San Diego. California 92111 RCE ___ _ EXP. ___ _ DATE APPROVED: _WILLIA~~MMER l-----+---+-----------------+-----+---+----+------<.~L-~e-01sm1cr ENGINEER PE 2817(1 EXPIRES 3/31/12 T 858.268.8080 F 858.292.7432 www.oecom.com REVIEWED BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: RR I PROJECT NO. I DRAWING NO, CHKD BY: GK 5031 474 2 +--0-T-HE_R_A~PP_R_O_VA-L-'f---c-,TY-A~PP~R-0-VA-L-s L'.R'-VW'-"'D'-=B"Y-'-: _aa=R=O~=J ~---------~r--------~ DATE INITIAL DATE INITIAL INSPECTOR DATE .i:,. -..J .i:,. I N I TC-1 20 10 0 20"-___ ...;.40 SCALE IN FEET DWG: P: \60220581 \OO0_CAD\006_Civil\Sheets \C-.3.dwg DA TE: Jul 03, 2012 12: 18pm XREFS: C-Tank_Bose USER: KeppterG C-GRADING C-SD SUGGESTED TEMPORARY STOCKPILE AREA SF - C-BD C-Lower-Crib -- I I I ."'-EXIST PERIMETER CHAIN LINK ul SECURITY FENCE ~ -----SE-1 EXIST GATE~ POSTS / • , . (.._ EXIST RIP-RAP · t-. T-C~ APRON -3 1 AS'COM KIIOl!r_~below. Gall 11e1oteyou111g. CALL811 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERf <Y, SOUTHERN CAUFORN~ AECOM USA, Inc. 7807 Convoy Court, Suite 200 San Diego, California 92111 T 858.268.8080 F 858.292.7432 www.aecom.com CE ___ _ REVIEWED BY: INSPECTOR - STORM DRAIN I I I - "AS BUILT" EXP. ___ _ DATE DATE INITIAL DATE ENGINEER OF WORK ----- TEMP EARTHEN SWAL~ LINE w I VISQUEEN OR APPROVED EQUAL, TYP SE-4 (TYP) I I I I -PL (lYP) - I I REVISION DESCRIPTION I I DATE INITIAL OTHER APPROVAL DAlE BMP NOTES: 1. lliESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTLRER'S RECOMMENDATIONS OR lliESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON llilS SHEET WllliOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTillJTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM lliE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL lliE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. PAVEMENT INFORMATION: 1. EXIST IMPER'v10US SURFACE = 4450 SF 2. EXIST IMPER'v10US SURFACE TO BE REMOVED = 1025 SF 3. PROPOSED ADDITIONAL IMPER'v10US SURFACE = 4750 SF 4. NET INCREASE IN IMPERVIOUS SURFACE = 3725 SF BMP LEGEND BMP TYPE SYMBOL CASQA QUANTITY BMP NO. TREATMENT CONTROL SILT FENCE -SF-SE-1 809 LF FIBER ROLLS SE-5 425 LF GRAVEL CONST • 3 ENTlRANCE TC-3 HYDROSEED r.<>f:oog0 oo t:;oo oD 0}J ~g{:ooO 0 ot EC-3 5100 SF FLOW DIRECTION ➔ CHECK DAM ~ SE-4 36 WASH OUT 0 v\M-8 1 GRAVEL BAG BERM 0 SE-6 1 STABILIZED CONSTlRUCTION q 1 ENTlRANCE/EXIT TC-1 C-3 I SH6ET I CITY OF CARLSBAD UTILITIES DEPARTMENT SANTA FE II RESERVOIR DRAINAGE AND CRIBWALL IMPROVEMENTS EROSION CONTROL PLAN INITIAL RR OWN BY: CHKD BY: PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: GK RO 5031 474-2 (./) -::r rt> rt> ...... Q) a 00 EXIST CHAIN LINK SECURITY FENCE TO BE REMOVED & DISPOSED EXIST UPPER CRIB WALL TO BE REMOVED EXIST DRAINAGE INLET TO BE REMOVED & DISPOSED REMOVE & DISPOSE 1--EXIST TANK WALL CLEAN, PATCH TEXTURE, ------ AND PAINT EXPOSED TANK WALL TO MATCH EXIST CONTINUOUS ELASTOMERIC --.._ EXPANSION JOINT BETWEEN SWALE AND WALL -H--6" CLR, lYP ~ CONC SWALE 2.00' MIN_,____,.._ ~ PERIMETER SECURITY FENCE lYPE B-3 CURB PER SDRSD G-6 SEE DWG C-1 VARIES 5 1/2" THICK CONCRETE PAVEMENT PER SDRSD G-18 W/4X4/4X4 WWM •--EXIST TANK WALL PLUG-n........_-:il=:~ EXIST 6" PE PIPE TO BE TOP 4' OF EXIST LOWER CRIB WALL TO BE REMOVED ·g RECOMPACTED WALL BACKFILL",. . ~ 1F;--r=~~====~ EXIST LOWER CRIB WALL TO REMAIN ,EMOVE EXIST VEGETATION EL 700± , EXIST 6" PE CRIBWALL SUBDRAIN TO REMAIN ABANDON IN PLACE REMOVED TO NEW FINISH SURFACE GRADE & ABANDONED BELOW. SEE SPECS. 0 L___,,,r--4 AND REBUILT --1 SEE DWG C-2 FOR ~ ELEVATIONS EXIST LOWER CRIB WALL~ PER PROJECT SPECIFICATIONS r' 1 p L ANCHORED GEDSYNTHETIC -t-12" MIN FABRIC L PROTECT RESERVOIR FOOTING l' AND FOOTING DRAIN IN PLACE / EXIST BACKFILL __/ --{ TO REMAIN SCAAIFY EXPOSED GROUND SURFACE PRIOR TO PLACEMENT OF GEOSYNTHETIC FABRIC EXISTING CRIB WALL SECTION A PROPOSED CRIB WALL SECTION B .... FRONT STRETCHERS ""'I (lYP) I".._ • , I I " I ' = I ~ ETCHERS USED -,J BACK STR AS CLOSERS (lYP) NO SCALE C-501 ' TYPICAL 1.25' 1.25' • 2.50• • 2.50• I · 1 1.25' . _j 1·. ' ALTERNATING JOINTS (lYP) NOTE: " ' BOTTOM OF CRIB PER PROFILE. SE C-2 C-1 WALL E DWG HEADERS MARKED WITH "X" ARE FULL HEADERS ALL OTHERS ARE FLASE HEADERS. lYPICAL FOR SINGLE DEPTH CRIBWALL CONFIRM IN THE FIELD CONSTRUCTION NOTES; 1. THE CRIBWALL WAS ORIGINALLY DESIGNED AS A GRAVllY-lYPE RETAINING WALL FOR THE REHABILITATION, THE CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS SIGNED BY A REGISTERED CNIL ENGINEER FOR APPROVAL PRIOR TO RE-INSTALLATION OF SALVAGED WALL ELEMENTS. SEE SPECIFICATIONS FOR CRIBWALL ELEMENT SALVAGING REQUIREMENTS. 2. MINIMUM SAFElY FACTOR SHALL BE 2:1 3. EFFECTIVE DEPTH OF WALL IS FROM FRONT OF ffiONT STRETCHER TO BACK OF BACK STRETCHER. 4. ALL WALLS WERE ORIGINALLY DESIGNED WITH A 1/4:1 BATTER. CONFIRM EXISTING BATTER IN THE FIELD AND MATCH EXISTING. NOTE CRIBWALL DIMENSIONS MAY VN?f. 5. SEE THE NINYO AND MOORE SOILS REPORT DATED MAY 18, 2011 FOR SOIL PARAMETERS 6. SEE DWG C-2 FOR FINISHED GRADES ABOVE AND BELOW CRIBWALL 7. TOP SffiETCHERS SHALL BE SECURED INTO POSITION BY USE OF EPOXY. 8. SPECIAL NOTE SHALL BE TAKEN OF ALTERNATING JOINT CONSTRUCTION, AS SHOWN IN lYPICAL CROSS SECTIONS, BASE COURSE PLAN VIEW AND ELEVATION. 10. BACKFILL SHALL BE PER SPECIFICATION. TYPICAL CRIB WALL CONSTRUCTION rE"' SCALE: 1" = 5' • • K'llol!f.fl!lal'lbelow. Gall Wole]IINlt1g. CALL811 AT LEAST TVIO DAYS BEFORE YOU DIG \..C-501 ""C-2 A:COM AECOM USA, Inc. 7807 Convoy Court, Suite 200 San Diego, California 92111 T 858.268.8080 F 858.292.7432 i\i.O!ES$1~ .,~ "' "' * Exp. 12/31/13 * ~-" CJy\\. ~~ NO SCALE "CE REVIEWED BY: C-501 .__, C-1 SECURllY FENCE ---1y- SEE DETAIL I I (AT RIGHT)~/ t-t " FLOW _ __,,_ \ L..I ---+ """"f--t-5/8" GALV SECURITY BAR CHANNEL TOP CHANNEL BOTTOM SECTION -SECURITY BARS SCALE: 1/4" = 1'-0" "AS BUILT" EXP. DATE DATE INITIAL 0 0 {!) ""' ~ ~ ,. .. X X X ' ~ • {!) ~ "" .'<-~ r X X X X X X X X X X X X - / --r ,")VERT BAR ~ ~ \. ,, SPACING -~ 5" TYP. -· X X X _, /. ~ I AN TI-CLIMB HIGH SECURllY MIN IMESH FENCING WITH 3 SffiAND BAABED WIRE ON 45' BAYONET HIG H SECURllY FENCING SHALL NFORM TO SECTION 206-6 OF E LATEST EDITION OF THE EENBOOK STANDARD co TH GR SP ECIFICATIONS FOR PUBLIC WORKS NSTRUCTION. SEE DWG C-1 FOR DIFICATIONS. co MO I"'-TOP RAIL, lYP JM BOTTOM RAIL (REQUIRED OVER CHANNEL ONLY) W-= •·ro ;. • • _.,i, -TAPER ~ ~ ~ "~ ' : .~~~ NC CURB TO MATCH SLOPE OF MINOR NAGE CHANNEL ll I ll . ·,!'--.. . ~ ,., " I "' -~~_,< ... ,/-:;~,::/Jj~'/'' L. -5 "'-------------. : -5/8" fr:: STEEL x 6.5" (BENT) GALV ROD. MODIFIED M CHANNEL P 1/4" GALV PLATE, CONT .. . . . . ·-: ., INOR DRAINAGE ER SDRSD 0-70 • ,,, 1/8" 4• DETAIL SCALE: NTS r 1 -\... / - ) . '" __J . u . ; 6.50' • N . \. '..'.I NOTES: 1. WEEP HO LES ARE NOT REQUIRED FOR E CHANNEL. SECTION SCALE: 1/4" = 1'-o• 1.00' SDRSD MINOR DRAINAGE CHANNEL PER SDRSD 0-70 SECTION SCALE: 1/4" = 1'-0" • i.o r--N DRAINAG 2. CONCRETE SHALL BE CAST-IN-PLACE. C C-501 _ _, C-502 D C-501 lYPE 3 REINFORCED CONCRETE BLOCK SPLASH WALL PER SPPWC 601-2 ._., C-502 DRAINAGE CHANNEL SECTIONS SCALE: AS SHOWN CONTINUOUS ELASTOMERIC ------... BOTTOM FENCE RAIL EXPANSION JOINT. MASCO DSH SYSTEM OR APPROVED EQUAL DATE 4• THICK CIP CONC SWALE W/6X6/10X10 WWM LIGHT BROOf.4 FINISH CONG MIX DESIGN SHALL BE PER SDRSD D-70 ·' .. • <D . 4.00' ... CONC SWALE DETAIL AL : 1 4 = 1 -SC E /" 'O" 2 -'-C-501 I SH~lT I CITY OF CARLSBAD I SH8TS I UTILITIES DEPARTMENT SANTA FE II RESERVOIR DRAINAGE AND CRIBWALL IMPROVEMENTS CIVIL DETAILS 1 APPROVED;_ WILLIAM ~ -~-0 rl= DISffilCT ENGINEER PE 28176 EXPIRES J/31/14 OJ{?f-DA DWN BY: RR PROJECT NO. DRAWING NO. INrnAL DATE INrnAL UNDERGROUND SERV!Ct ALERT Cf SOUTHERN CAL.fORNIA I I e OF CA~l~cy CHKD BY: GK 5031 474-2 www.aecom.com REVISION DESCRIPTION RVWD BY: RO ENGINEER OF WORK OTHER APPROVAL QTY APPROVAL INSPECTOR DATE DWG: P: \60220581 \OO0_CAD\006_CM\Sheets\C-501.dwg USER: KepplecG DATE: Jul 03, 2012 1:12pm XREFS: C-BD ,o::i~ CRIBWALL--l SEE DWG C-2 TYPE B-3 CURB -- PER $ORSO G-6 , , , , , , , , , , , , / , / , ,/ / . , . , X , . , , , , , / , , , , . , ,( , , , , ; / , / 1// \ EXIST TYPE B SDC9 / \TO BE MO.DIFIED ' :'/EE DET Al I:. B TtJIS DWG \ \ EXIST 18" CML&C --L \ 0 CD ® ® © ® ® (!) ® ® (@) ® @ @ @ OVERFLOW N 4751.04 i;: 5096.06 END NEW SWALE BEGIN CONC APRON N 4753.77 E 5112.14 FACE OF EXIST RESERVOIR WALL N 4755.15 E 5127.00 END NEW SWALE BEGIN CONC APRON SPOT ELEVATION TABLE NORTI-IING EASTING NOTES 4760.84 5124.43 SPOT EL, TOP OF LIP 4760.44 5124.44 SPOT EL, GUTTER 4763.71 5120.86 SPOT EL, TOP OF LIP 4763.13 5120.85 SPOT EL, GUTTER 4768.51 5115.08 SPOT EL, TOP OF CURB 4764.08 5114.41 SPOT EL, GUTTER 4767.10 5107.17 SPOT EL, GUTTER 4767.43 5106.45 SPOT EL, TOP OF CURB 4757.61 5099.39 SPOT EL, GUTTER 4757.78 5099.17 SPOT EL, TOP OF LIP 4796.35 5108.16 SPOT EL, TOP OF CURB 4795.34 5107.53 SPOT EL, GUTTER 4792.48 5104.05 SPOT EL, GUTTER 4792.26 5103.52 SPOT EL, TOP OF LIP DWG: P: \60220581 \OO0_CAD\006_Civil\Sheets\C-502.dwg USER: KepplerG DA TE: Jul 03, 2012 1: 17pm XREfS: C-80 C-GRADING C-Tonk_Bose C-SD C-Lower-Crib 701.50 I ----NEW PERIMETER HIGH SECURITY FENCE PER SPPWC 600-2 OWG WITH BARBED WIRE AND TOP AND BOTTOM RAILS SEE DWG C-1 FOR MODIFICATIONS AND ~-SECTION C ON DWG 501 FOR FENCING DETAILS OVER DRAINAGE CHANNEL 6.oo· MIN \ 10+61.81 END CONC CHANNEL CONNECT TO MOD TYPE F CATCH BASIN OPENING (SEE PROFILE) \ EC 10+44.72 SPLASH WALL SEE SECTION D DWG C-501 ··, >--------703--tt----J NOTES: 1. TRANSITION FROM SDRSD D-70, SECTION C, TO SDRSD D-70, SECTION D, SHALL BE A SMOOTH CIRCUIJ\R CURVE. SEE CURVE TABLE BELOW. "'--CLEAR ANQ GRUB VEGETATIPN>, TYP SEE DW(l D-1 2. ALL CONC MIX O~SIGN SHALL BE PER SDRSD D-70 U.N.O. 3. CONC APRON AND CHANNEL SHALL BE 4' THICK U.N.O. ' DRAINAGE CHANNEL PLAN 1 ~wllal'I below. call 11e1ore )'OU 111g. CALL 811 AT I.EMT Th-=> DAYS BEFORE YOU DIG UNDERGROUND SERVICE Al£RT CJ" SOUTHERN CALIFORNIA SCALE: 1" = 5' LEGEND: DIRECTION OF FLOW ~.oo-SPOT ELEVATION --AS'COM AECO~ USA, Inc. 7807 Convoy Court, Suite 200 San Die<JO, California 92111 T 858.268.8080 F 858.292.7432 www.oecom.com C-502 C-1 CURVE TABLE 0 DELTA RADIUS (FT) LENGTH (FT) TANGENT (FT @) 76'1 o· 40" 6.51 8.53 4.95 HORIZONTAL CONTROL UNE LENGlH BEARING L1 36.19' N 6'48'0TW L' 17.09' N82'58' 47"W "AS BUILT" ~1'QfES$~ e}:fl TT Ke,, ( iii~~ • C & r... ~RCE EXP . DATE ~ "' * Exp. 12/J1/1J * J.:,l ~ REVIEWED BY: "l"e c,v11. ~ or CA\.1~ INSPECTOR DATE \ DATE INITIAL ENGINEER OF WORK 715 - 705- 695- 685- CLEAN EXIST SURFACES PRIOR TO INSTALLING TYPE F INLET EXIST 6" PE DRAINS ..,,-- TO BE ABAND IN PLACE PER SPEC EXIST 18" CML&C--._ . · OVERFLOW PIPE -.., PROTECT IN PLACE . z :2 LOWER PORTION OF EXIST__/ TYPE B SDCO TO REMAIN _.---:;.-EXIST MANHOLE FRAME, COVER & CONE SECTION TO BE REMOVED & REPLACED WITH MOD TYPE F CATCH BASIN. PROVIDE OPENING AT TERMINUS OF CHANNEL ONLY. _.--BACKFILL PER SPECIFICATIONS ~ f/4 DOWELLS SPACED PER SDRSD DWG D-11A SET IN HILTl-500-SD ADHESIVE W/4" EMBEDMENT DEPTH INSTALL PER ICC ESR 2322 (TYP) · , J 1..,,..,.....-EXIST RES SUBDRAIN ~ -< PROTECT IN PLACE ;I :: 'i I 'i' ' ~ EXIST 24" CMP STORM DRAIN PROTECT IN PLACE NOTE: REFER TO SDRSD FOR GENERAL REINFORCING REQUIREMENTS AND CONC MIX DESIGN. EXIST TYPE B SDCO MODIFICATION TO TYPE F CATCH BASIN DETAIL SCALE: 1/4" = 1'-o•• £OUTSIDE FACE OF EXIST RESERVOIR z 0 ...J 0 ~L,J 0 0 If) ~z If) a OJ "' -(/) -715 I C? "' 0 .,-.. I I J 10+00 "! z "' "? v 00 o< . 8~ gi a II ~i5i5 ~g N Oz 0 N -"' + 00 + 0 zw O -L,Jll) - -- CL GRADE@ CONC APRON u ~ o°' 0) o°' • <O "' • <O -0 ,.._ 0 <O v II ~ '° II "' + v + + 0...J + 0...J 0 -"-0 -"--- 0 L,J ---- CL GRADE @ DRAINAGE CHANNEL TOP OF DRAINAGE CHANNEL 10+50 0 -<O :::!! 0 <D II ~i'i + 0...J -t;~ -"-00 w'° -<D Z II + z 8ii 0 - -705 -695 -685 DRAINAGE CHANNEL PROFILE A SCALE: 1• = 10' C-502 C-1 C-502 I SH8ET I CITY OF CARLSBAD I SH8TS I UTILITIES DEPARTMENT SANTA FE 11 RESERVOIR DRAINAGE AND CRIBWALL IMPROVEMENTS CIVIL DETAILS 2 APPROVED: WILLIAM ~ ~MER /l,A, 1 h:--«?/4;, r: ~,# --DISTRICT ENGINEER PE 28178 EXPIRES J/31 /14 D!rr • I OWN BY: RR PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL I I CHKD BY: GK 5031 REVISION DESCRIPTION 474-2 OTHER APPROVAL aw APPROVAL RVWD BY: RO