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HomeMy WebLinkAboutDWG 484-5B; CT 11-04; QUARRY CREEK; 01-05GENERAL NOTES I THIS PLAN SUPERSEDES ALL OTHER PLANS PRHIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS 2 APPROVAL OF THIS PLAN OOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONOITIONAL APPROVAL, CITY STANOAROS OR OTHER AOOITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECf THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS 0/SCOVEREO IMPROVEMENT PLANS FOR WORK TO BE OONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE MTH THE FOLLOMNG DOCUMENTS, CURRENT AT THE TlME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER I CARLSBAD MUNICIPAL CODE 2 CITY OF CARLSBAD ENGINEERING STANDARDS 3 1/-1/S SET OF PLANS 4 PLANNING COMMISSION RESOLUTION Nos 6938 & 6939 ANO CITY COUNCIL RESOLUTION Nos 2013-071 & 20!3-072 5 THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORK CONSTRUCTlON (GREEN BOOK} 3 CITY APPROVAL OF PLANS OOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTlON OF ERRORS ANO OMISSIONS 0/SCOVEREO OUR/NG CONSTRUCTlON ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4 A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANCE, A CERTlFICA TE OF INSURANCE MUST BF FILEO NAMING THE CITY OF CARLSBAD AS AN AOO/TIONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF /1, 000, 000 00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE COMPANY WRITlNG THE POUCY MUST HA VE A RA TING OF A• OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISI/EO BY "BESTS" KEY RA TlNG GU/OE 5 NO WORK Sf/ALL BE COMMENCED UNTll ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES 6 REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE OEAOLINE OATE OF THE IMPROVEMENT AGREEMENT 7 NO REVISIONS /I/LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTEO WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TlllE SHEET 8 ORIGINAL ORA/1/NGS Sf/ALL BECOME THE PROPERTY OF THE CITY UPON 8£/NG SIGNED BY THE CITY ENGINEER 9 THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONOITlONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY 10 ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TlMES OUR/NG CONSTRUCTION II WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CUA VES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS THE SOILS REPORT /I/LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR /I/THIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS THE l'IT,1TTEN FIELD COMPACTION REPORT(S} SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGl'IEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS 12 A PRECONSfRUCIION MEETlNG SHALL Bl HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTAT/vES RESPONSIBLE FOR CONSTRUCTlON. INSPECTION. SUPERVISION. TESTING ANO ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECl!ON LINE AT (160} 438-3891 AT LEAST FIVE(5} WORKING OA Yo PRIOR TO STARl!NG CONSTRUCTION APPROVED ORAMNGS MUST BE AVAILABLE PRIOR TO SCHEDULING /3 ALL INSPECTION REQUESTS OTHER THAN FOR THE PRECONSTRUCTION MEEl!NG /I/LL BE MAO£ BY CALLING THE ENGINEER/NG 24-HOUR INSPECl/ON REQUEST LINE AT {760) 438-3891 INSPECTlON REQUESTS MUST BE RECEIVED PRIOR TO 2 00 PM ON THE OA Y BEFORE THE INSPECTlON IS NEEDED /NSPECTlONS MLL BE MADE ~,,F NEXT WORK JAY UNLESS YOU REQUEST OTHERMSE REQUESTS MADE AFTER 2 00 PM /'rill BE SCft[OUlEO FOR TWO FULL WORK OA YS LA /ER 14 THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY DEVICES, /NCLUO/NG SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STA TE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULA TlONS 15 THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTlON 6705 BY SUBM/TllNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY Sf!OMNG THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCA VAT/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON THEREIN THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FlvE FEET (5') OR MORE IN DEPT/-/ ANO APPROvEO BY 11-IE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION IF THE PLAN VARIES FROM THE SHORING SJ'o'TEM STANDARDS ESTABLISHED BY 1/-/E CONSTRUCTION SAFETY ORDERS. llllE 8 CALIFORNIA AOMINISTRATlVE COO£, 11-IE PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT 11-IE CONTRACTOR's EXPENSE A COPY OF 1/-/E OSHA EXCAVATlON PERMIT MUST BE SUBMITTED TO 11-IE INSPECTOR PRIOR TO EXCAVATION 16 IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVERFO /I/THIN ANY WORK ZONE OUR/NG CONSTRUCTION. OPERA /IONS /I/LL CEASE /MMEOIA TEL Y. ANO THE PERMITTEE /I/LL NOTIFY THE CITY ENGINEER OPERA TlONS /I/LL NOT RESTART UNlll THF PERMITTEE HAS REC£/VEO WRITTEN AUTHORITY FROM THE CITY ENGINEE/i 10 00 SO All OPERA l/ONS CONDUCTED ON 1/-/E SITE OR ADJACENT 1/-/ERETO, INCLUDING WARMING UP, REP,!R, ARRIVAL, DEPARTURE OR OPERA/ION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7 00 AM ANO 6 00 PM EACH DAY, MONDAY 1/-/ROUGH FRIDAY ANO NO EART/-/MOVING OR GRADING OPERA l/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA Yo (A LIST OF CITY HOLIOA Yo IS AVAILABLE AT THE ENGINEERING OEfARTMENT COUNTER) 18 ALL OFF-SITE '/AUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING OA Yo PRIOR TO BEGINNING OF WORK 1/-/E CONTRACfOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE CRADINC OPERA l!ON 19 NO BLASTING SHALL BE COMMENCED MTHOUT A CITY ENGINEER APPROVED BlAST:VG PROGRAM ANO BLASTING PERMIT 20 THE EXISTENCE ANO lOCA TION OF UllLITY STRUCTURES ANO FAC/llllES Sf/OWN ON THE CONSTRUCTlON PLANS IYERE OBTAINED BY A SEARCH OF 1/-/E AVAILABLE RECORDS ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF 01/-/ER UllLITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATlON DIFFERENT FROM THAT SHOWN ON THE PLANS 1/-/E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 1/-/E Ul/LlllES SHOWN ON THE PLANS ANO ANY 01/-/ER EXISTING FAC/llllES OR STRUCTURES NOT SHOWN 21 1/-/E CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILIIIES (ABOVEGROUND ANO UNDERGROUND} /I/THIN THE PROJECT SITE SUFFICIENll Y AHEAD OF 1/-/E CONSTRUCl!ON TO PERMIT 1/-/E REVISIONS OF THE CONSTRUCl/ON PLANS IF IT IS FOUND 11-IAT THE ACTUAL LOCA TlONS ARE IN CONFIJCT 111TH 1/-/E PROPOSED WORK 22 1/-/E CONTRACTOR SHALL NOl!FY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR FACILITIES ANO SHALL COORO/NA TE WORK MTH A COMPANY REPRESENTA f/VE NOTE!! UNDERGROUND SERvtCE ALERT SOG&E SBC TIME WARNER CABLE COMMUN/CA T/ONS COX COMMUNICA T/ONS CITY OF CARLSBAD (STREETS ANO STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER Jr RECYCLED WATER) 811 /-800-660-7343 l-800-892-0123 (760} 438-7741 (160) 806-9809 (160) 434-2980 (760) 438-2722 CAUTION!! STREET NOTES I ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER 'R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON 1/-/E PREPARED BASEMENT SOil 1/-/E "ii' VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENC/NEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2) Cl TY WORKING DA Yo BEFORE 1/-/E WORK BEGINS 2 STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-I/OLES SHALL BE Sf/OWN ON 1/-/E 'AS-BUil T" PLANS NO DIRECT BUR/Al STREET LIGHT FOUNOA l/ONS /'rill BE ALLOIYEO All LUMINARIES SHALL BE "CUT OFF" TYPE 3 ALL UNDERGROUND UllLITlES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS 4 STORM DRAIN PIPE Sf/ALL BE R£/NFORCEO CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350 FOR PR/VA TE STORM DRAIN PIPES, UP TO 15' PVC MAY BE UllLIZEO PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED MT/-/ 3/4' ROCK PER SDRSO S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOI.ID WALL PIPE 5 WHERE AN EX/SllNG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED MT/-1/N TIYENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS IN OTHER AREAS THE PIPE MLL BE PLUGGED MT/-/ CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER 6 MIEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF flllE 24, CALIFORNIA AOM!NISTRA l!VE CODE 7 STREET TREES SHALL BE INSTALLED PER SECTION IV O 3 OF 1/-/E CITY OF CARLSBAD LANDSCAPE MANUAL 8 FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET MT/-1/N THE LIMITS OF WORK OF THIS PLAN PER SORSO OWG M/9 9 ALL SURvEY MONUMENTS ANO POINTS 1/-/A TARE DISTURBED BY 1/-1/S WORK Sf/ALL BE REESTABLISHED, PERPETUA TEO, ANO DOCUMENTED PER THE PROFESSIONAL LANO SURVEYORS ACT 10 TWO (2) SETS OF SURVEY (CUT} SHEETS SHALL BE PROV/OED TO THE CITY ENGINEER/NC INSPECTOR IMPROVEMENT PLAN NOTE THESE PLANS IYERE PLAN CHECKED BY THE CITY ENC/NEERING DEPARTMENT FOR CONSISTENCY MT/-/ CITY DESIGN STANDARDS ANO POLICIES, ANO SIGNED BY 1/-/E CITY ENGINEER CHANGES REQU/REO BY THE CITY INSPECTOR CANNOT BE ANl/C/PATEO AT THE TIME OF PLAN APPROVAL Rf ''Qi'<!j•'!Jif' CALL BEFORE YOU DIG 811 48 HOURS NOTICE REQUIRED ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTR(JL CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ 2710 Loker Avenue West Suite 100 Carlsbad, Colifornfo 92010 760-9J1-7700 Fax 760-031-8680 ODo)'Consultonts com crvn Engrneerrng Plonn)ng Processing Surveying ©2017 O'Day Consultants, Inc, QUARRY CREEK 6 "GEO TECHNICAL INVESTlGA TlON, QUARRY CREEK II, CARLSBAD/OCEANS/OE, CALIFORNIA" DA TEO MAY 11, 2012 PREPARED BY GEOCON. INC 7 THE SAN DIEGO AREA REGIONAL STANDARD ORA/1/NGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS DECLARATION OF RESPONSIBLE CHARGE 8 STORM WATER POLLUl/ON PREVENTION PLAN (SWPPP} SW 14-292 PREPARED BY PROJECT DESIGN CONSULTANTS OATEO MARCH 23, 2015 W0/0 No 9 37C372464 ABBREVIATIONS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I fflVE EXERCISED RESPONSIBLE Cf/ARCE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF Tf/E BUSINESS ANO PROFESSIONS COO£, ANO TfflT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS 9 SfORM WATER MANAGEMENT PLAN (Sl'IMP} Sl'IMP 14-/J PREPARED BY PROJECT DESIGN CONSULTANTS DATED MARCH 19. 2015 10 CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCl/ON SITE BMP MANUAL II EIR 11-02 PER PLANNING COMMISSION RESOLUTlON 6936 DESIGNED BY M C B R DRAWN BY TG. GM PROJECT MGR K W H ENGINEER OF WORK \ (XXXX) AC ACP APN BO co owe EX EXIST FH Fl FS /RR Ml No PCC PVC PVT ROS Rf! SORSO STD SM? TB TEL TC TYP VCP WTR DATE APRIL 2014 SCALE PS SHOWN J06 NO 141006 ./('_ff. ,t:., -DATE 0,sp7 ~"'S-EN _____ R_C_E~-60~2-23~ = EXISTING ELEVA l!ON = ASPHAl T CONCRETE = ASBESTOS CEMENT PIPE = ASSESSOR's PARCEL NUMBER = BLOW-OFF VAL VE ASSEMBl Y = ClEANOUT = DRAWING = EXISTING = EXISTING = FIRE HYDRANT = FLOWIJNE = FINISH SURFACE ELEVA/ION = /RR/GA TION = MILE = NUMBER = PORTLAND CEMENT CONCRETE = POL YV/Nil CHLORIDE PIPE = PRIVATE = RECORD OF SURVEY = RIGHT-OF-WAY = STORM DRAIN = SAN D/ECO REGIONAL STD ORA WINGS = STANDARD = SEIYER = 1/-/RUST BLOCK = TELEPHONE = TOP OF CURB = TYPICAL = VI TRIFIEO ClA Y PIPE = WATER VICINITY MAP NO SCALE BENCHMARK I UNOERST4NO TfflT THE Cf/ECK OF PROJECT DRAWINGS AND SPEC/RCA T/ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN O'.?AY CONSUlT.4NTS, INC 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 920 I 0 (760) 931-1:00~ BY~~·---/ f6; 1'/ DATE _ _,_1/_ .i',__V_ 1, __ K(/TH W fflNSEN RCE NO 60223 EXP 6/30/18 SOURCE OF TOPOGRAPHY TOPOGRAPHY ON 1/-/ESE PLANS WAS FLOWN BY POC PHOTOGRAMMETRY DEPARTMENT ON MARCH 28TH, 2014 TOPOGRAPHY Sf/OWN HEREON CONFORMS TO NA l/ONAl MAP ACCURACY STANDARDS PROJECT LOCATION THE PROJECT IS LOCATED MTHIN ASSESSOR's PARCEL NOS 167-030-64, 78 & 80 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 366-1671 BASIS OF BEARINGS THE BASIS OF BEA,?INGS FOR THIS SURVEY IS THE NA08J, ZONE 6, /991 35 EPOCH GRID BEARING BETWEEN POINTS ClSB-087 & ClSB-088 PER RECORD OF SURVEY No 172 71, IE N 7675'o0" W REFERENCE DRAWINGS CARLSBAD TRACT No 11-04 R-12045 ~ R-12055 W-1149 W-1151 W-1141 ~ W-1148 W/891 ~ W/983 R-4556 R-6419 R-8743 R-8744 ~ R-8751 PM No 11409 MAP No 11477 MAP No 11700 PM No 4736 PM No 5049 SOC AM 168-01 PM No 19260, 19261 R-12057~ R-126059 R-13028 R-13034 R-13035 R-!3039 CARLSBAD OWG No 168-4 CARLSBAD owe No 244-3 CARLSBAD OWG No 268-4 CARLSBAD owe No 303-2 CARLSBAD OWG No 403-9 !//r;'T,d nwr AJ,,, IRR'l-r; LEGEND QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY ACTUAL QUANTITIES MAY VARY DESCRIPTION DWG NO SYMBOL QUANTITY SUBOIVIS/ON/RIGHT-OF-WAY BOUNDARY LINE ------ LOT LINE RIGHT OF WAY 6" CURB & GUTTER 0"-9' CURB AC PAVEMENT/APPROVED AB 4" PC C SIDEWALK (."'I I.\ DECOMPOSED GRANITE (0 ~ SAWCUT G-2 TYPE 'G' G-1 TYPE 'G' G-7 , I • I . ' .~ . ' . ' . . . ' - GR/NO & OVERLAY PEDESTRIAN RAMP TRUNCA TEO DOMES ACCESS CATE ~ G-29 11 A 11 (CONSTRUCl/ON NOTE 22) □ (DETAIL SHEET 2) 10" ENO CAP ASSY W/ THRUST BLOCK CMWO W-15 2" BLOW OFF ASSY CM WO W-6 CURB OUllET £!-25 BOULDERS SEE BOULDER PLAN FOR SIZE EXIST SEWER & ACCESSHOlE EXIST WATER MAIN EXIST STORM DRAIN EXIST EDGE OF PAVEMENT EXIST 6" CURB & GUTTER --w--M --0----w- c==-=19] Q --S-----0---- ---w-- - ____LL/ --UL__ 350 lF 54 LF 2,440 SF 1,080 SF 840 SF 594 SF I EA I EA I EA I EA I EA ,.-~FX,~~~T~4~•~p~~,.__,,r.s.~m~'El/l:~~LK'.-.-----.,,-------.._,___.-·---7,-',,~•--------~ : :::,;:::b:;::0 f~ SM~i~lct110NS Ill Nf_(;_:_:_:_ 1:_, s_:_)E/l_f'~_:_:k __ m_A1_i_s_111_11g_r_e_11._n_A_"---~ -ill HAS BUILT" CIT'Y'...,,S!F CARLSBAD FIRE DEPARTMEt:!,J./ REQUIREME'f/.~ ~ .. NO OF F H (S) 8 l'-f~ 1500 GP M 9))-YOF 1 F H (S) BLDG SPRINKLED YES/~~=---G p M 1--R_c_E:::::::::::: __ E_x_P.:..:._-_-_-_ -_ ~_-"·_· __ o_A_r_E __ .-l REVIEWED BY INSPECTOR DATE l---+----+------------1---+--+---¼--l I SHE1ET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT :=====:...::::======::::::::::====-==~ Till£ SHEET & NOTES FOR. 1----+----+-----------------c-----t---+----t---l QUARRY CREEK MARRON ROAD sop 14-12 DESCRIPTION CLSB-088 2• IRON PIPE W/0/SK MARKED 'lS 6215' ROW 2016-0108 I MiSTERL Y TERMINUS HOP 11-(}I LOCATION IN TOP OF cur SLOPE 50' NORTH OF CARLSBAD VILLAGE OR, 0 I Ml EAST OF PONTIAC OR RECORD FROM ROS 17271 ELEVATION 317176 DATI ''A NG'vfJ 1929 APPROVED BY / / ') fl. ,/1 JASON ~ ~E7.l ~ERT -----"T r __ ~t..,.,, ~,!L J,).4 z ;-~ ,z(J_t:± ENGINEERING MANAGER f<CE63912 EXP 9/30/16 'oAfE 2 /'l //'1 J(W H /1\ • DD I I.\~\\)~~\:: 'i'L~1'\ ,_Af ftC1".:> 51115 l,?/J,'5"+-~=-+cc~+-~=1,--,---1'7¥' 1,,"+,, I L'L ;:;:D;;W;:N:=;;:;B y:;::::::::::::::,::=;-;::==::::::::P:::R:::::OJ::::E:::C::::T::::N=o==~o;:::R A:::::W:::l::::N G=N~O DATE INITIAL DATE INITIAL DATE INlllAL CHKD BY , f'4- ENGINEER OF WORK G \141006\1406CI01 ds,g Jon 12 2017 2 O!lpm Xrefs !406CI 1406AN 1406VIC REVISION DESCRIPT'S1'J OTHER APPROVAL CITY APPROVAL RVWD BY C. T. I J-04 484-58 □ ll i 2 GJ 2 C s to m ll □ ll ~ 2 GJ 2 C s to m ll 017117 □ ~ 2 GJ 2 C s OJ m ll 'I : I . i ' ' I ' I / I J // ( '•. .. / / ...... ,, / ,// / \ \ ' / I / I MARRON RD. EX/snNG R/W -w _L~ 84' I \ \ \ \ \ EXlsnNG R/W . . . . ·, .. ·:. ·. ' 42' If 42' REFLECTORS BOTH S/OES /0' CAfJTION !! ,.-,-EXIST. II.IPROVEI.IENTS (TO REMAIN} CONTRACTOR TO VERIFY TH£ EXACT LOCA 710N OF £XIST1NG UT1LIT1£S IN TH£ AELD PRIOR TO CONSTRUCT10N! NOTE!! ELECTRONIC DATA ALES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERT1CAL SURVEY CONTROL. ©2017 O"Day Consultants, Inc. J2' 5" AC PA V£1.1£NT OVER 6' AGGREGATE BAS£ (I.IIN.) OR AS RECOI.II.IENO/:[) Br' SOILS ENGINEER J2' 5' ff:ij fr~~EfMAIN) _/c;,.•~" ,,, 0 1 1:1 !l! !ii 6" TYPE t'' Cl/RB &-GUTTER (TYP.) PER SORSO G-2 5. O' WIOE PCC S/OEWALK ill 5' 4 I /2' SCH. 40 I SltEL PIP£ =~:::==4,---iL_ {SE£ NOT£ 1) 4• POST SET~ IN CONCRETE Ld TYPICAL SECTION EXISTING MARRON ROAD NOT TO SCALE "AS-BUILT" 0 / ~ DESIGNED BY: M.C., 8.R. DATE: APRIL 2014 DRAWN BY: T.G., G.M. SCALE: 1" = 40" ·. · ~--PROJECT MGR.; K,W.H. J06 NO,; 141006 "KE'"'IT"'H"W""u...-.=,.,SE"N.---~- C ON SULTAN TS ~------------~ .~, , P.E. 60223 EXP.,_~-- 2710 Loker Avenue West Suite 100 Carlsbad, Collfornia 92010 760-931-7700 Fax: 760....:.931-8680 ODo)Consultonts.com Civil Engineering Planning Processing StJrveyrng ENGINEER OF WORK: ~ ~ DATE: /µ@7 KEITH W. HANSEN RCE: 60223 REVIEWED BY: INSPECTOR 1,1, 12 DATE DATE IC{:,>._ -·-~- R/W \ -------~"-~ .. , ·- ' " ---··-·····•-•¼ 'f !\~(t ''i .. ··.• > ' :~;'. -, ' Q 8 PARKING SPACES 'STALL 0. G. ·,t 801/LOER. , . · . · · .. ,-·-... · .. -... -·-.. :. ..._._ .. -:··- . . .. ; :, .:: ', : ·• ::'. Q Ji.;i. :, //. / :~r:i:: ":/";. > .• /<.,, · .. ?c,_ ., 1 f/ . •, . ·. ... . ~+~-~ • i R/~-----l""c-1:;:"'="'.'-=~~'v /] ____ l __ I I -----, I I I ~------J I PLAN 1J' WELO/AOO LOOPS FOR CHAIN I l . \ I / I • ' MARRON ROAD SCALE: I• = /0' 2 J/8' SCHEOULE 40 STEEL PIPE {TYPICAL} , // I Obscured / / NOTE: \ \ . --·--·· --·z / •. ---------.... 0v-</ . " --- r / I EXIST. \ APN 4' SCHEO/JLE 40. STEEL POST-~--- SET IN CONCRETE {560-C-3000) J" , ALL GRADING TO 8£ HELD TO EXIST. BACK OF SIDEWALK I ACCESS CONTROL GATE DETAIL ; . ' ~f-- 01 2.5' 10' 5 20' SCALE: 1' = 10' CENTERLINE DATA ,NO) DELTA/BEARING RADIUS LENGTH 1 N 81V6'27" £ ----164.93' I CURB DATA (Nd DELTA/BEARING RADIUS LENGTH REMARKS, 1 N 8/V6'27" E ----8.35' 6" T'IPE 'G' Cl/RB .t GUTTER 2 LI= 90VO'o0' 4.00' 6.28' , • 3 N 8'53'33" W ----16.00' • • 4 N 81V6'27" E ----16.50' • ,. 5 N 8'53'33' W ----16.00'' , • 6 LI -90VO'oo· 4.00' 6.28' • • 7 N 81V6'27" E ----10.29' • • 8 N 81V6'27" E. ----101.69' • • 9 LI = 34 '52'28' 50.00' 30.43' • • 10 · LI = 75'20'33' 4.00' 5.26' • • 11 LI = 30V6'45' 50.00' 26.28' • • 12 LI -70V9'o!' 4.00' 4.90' • • 13 N 8/V6'27" E 29.48' T'IPE 'G" o• 9' Cl/RB 14 N 08'5J'JJ , W ----24.00' 6" CURB CONSTRUCT/ON NOTES: !J7 REI.IOI/£ EXIST. A.C. PAVEMENT [JJ REI.IOI/£ EXIST. CURB &-G/JTTER lI7 REI.IOI/£ PORllON OF EXIST. S/OEWALK PER SORSO G-11 IIl EXIST. EOG£ OF PA VEI.IENT ISl REI.IOI/£ EXIST. GA TE &-FENCE L§7 EXIST. HANO/CAP RAMPS TO REMAIN /17 EXIST. SOG&-£ VAULT -PROTECT IN PLACE L§7 EXIST. TEL. BOX -PROTECT IN PLACE [jJ EXIST. /RR. BOX -PROTECT IN PLACE LIW EXIST. GATE VALVES -PROTECT IN PLACE L'.W EXIST. Cl/RB &-GUTTER -PROTECT IN PLACE LW EXIST. LANOSCAPING -PROTECT IN PLACE ffJl EXIST. SIOEWALK -PROTECT IN PLACE @ EXIST. GA TE VAL VES -A8ANOON PER WP-OJ LIV EXIST. $£//ER C. 0. -AOJ/JST TO GRAOE ,@ EXIST. STORM ORA/N BOX -PROTECT IN PLACE /jJJ REI.IOI/£ EXIST. SIGN ,@ REI.IOI/£ &-REPLACE EXIST. PA VEI.IENT LW INSTALL PIPE GA TE PER OETA/L lffil INSTALL T'IPE t'-29' CURB RAI.IP LW I.IA TCH EXIST. A T NEAREST SCOR£ LINE &l TR/JNCA TEO 001./ES, 1.100/F/£0 SPACING 2,3• -2.1: 711£ 8ASE 0/AI.IETER OF THE 00!.IES SHALL OE 0.90¾0.92: TH£ TOP 0/AI.IETER OF THE 00!.IES SHALL BE 0.45',.,0.47: @ • EXIST. TEL. VA/JLT -PROTECT IN PLACE §JI EXIST. BOLLARD -PROTECT IN PLACE · & ABANOON EXIST. WATER PER WP-OJ /jJJ INSTALL £NO CAP &-T.8. /0' ± £AST OF EXIST. 8' X 10" TEE liJ7 INSTALL 2• 8.0. PER HP-04 /jJJ EXTENO SIOEWALK TO BE FLUSH WITH OUTS/OE £06£ OF 0-25 NOT TO SCALE NOTES: /, SET GA TE UPRIGHTS 01/TSIOE WIDTH OF ROAO. t---t-------t------------l----.J..--le----1.-_j I SH2EET I CITY OF CARLSBAD I SHE4ETS I :=.::=~~C7.=E::N~G~IN::E=ER=l::::NG::=:::D:::E:::::PA:::R:::::TM::::::EN::::T:::::=::::.:=:::::::::::; IMPRO~MENT PLANS FOR: BENCHMARK DESCRIPTION: ClSB-088 2" IRON PIPE W/OISK I.IARKEO ZS 6215' LOCATION: IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD 'IILLAGE OR., 0.1 I.II £AST OF PONTt4C OR. RECORD FROM: ROS 17271 ELEVATION: J/7.176 DATUM: NGVO 1929 QUARRY CREEK MARRON ROAD SOP 14-12 ROW 2016-0108 S l?L Y TERMINUS HOP 11-04 APPROVED BY: JASON S. /r.EI/DERT =::-7=:=:-c::--:-:-~~!'.)__,ll(,,,~'!.__-...,.-..,.... Z.. ) 20 /~ ENGINEERING MA AGER RCE 63912 EXP. 9 30 160A·(E t-;;-;c;;rl,.;,;,.,t---------------lf....,..-=-+-~----l--....-l ~D~W~N~B~Y~: =~:_~~~::::::~~:::::::::=-==:::::::=:'.~:;:::::=:::== DA1E INITIAL DA1E INITIAL DA1E INITIAL CHKD BY·<# PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~-C. T. 11-04 484-58 G:\14\006\1406Cl02.dwq Jon 12, 2017 2:06pm Xr11fs: 1406CI; 14061P03; 14067UlL; 1406AMAP; 1406AN: 1406CSIR; 14b6CSITE-ALIGN 0 :a t -• 2 GI 2 C s: Cl m ;o Cl :a ~ • 2 GI 2 C s: CJ m :a STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCT/ON WORK {YEAR ROUND). 1. IN CASE EMERGENCY WORK 15 REQUIRED, CONTACT: JOHN SUSTER FROM CORNERSTONE AT (760) 607-2319. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J. 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 UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. !J. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETA T/ON STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED' FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT 15 DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL 'M:A THER SERVICE FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON TH[ ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLC:TED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWF:D TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE 15 A 40% CHANCE OR CREA TER OF A RAIN WITHIN A THREE {3} DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE 15 50% CHANCE OF RAIN WITHIN A 48 /-/OUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND ' PRIOR TO A FORE CASTED RAIN EVENT OF CREA TER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE AL fERNA TE AS SOON AS IT 15 SAFE TO DO 50. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN Tl-IE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTEO, 40% CHANCE OF RAIN BY THE NATIONAL 'M:ATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL. WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL. WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL 'M:A T/-IER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED {40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL 8£ DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITA T/ON. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PF.EVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETA !ION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE 'EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN''. AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS''. ©2017 O'Day Consultants, Inc. . TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA T/ON 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA T/ONS AND THE FOLLOWING: BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 {HORIZONTAL TO VERTICAL} OR EROSION CONTROL TRACKING NON-STORM WATER WASTE MANAGEMENT AND MATERIALS STEEPER WHEN THEY ARE: BMPS SEDIMENT CONTROL BMPS CONTROL BMPS MANAGEMENT BMPS POLLUTION CONTROL BMPS a. Tl-IRE£ FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. <( <( ~ b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. '-'-~ ('§ "" 1--. ~ 1--. z z "" "" i'§ ~ ~ ~ 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE ~ ~ ~ ~ ~ ~ ~ ~ ~ "' ~ "' 1--. ~ "" £S ~ :,._ "' I:':! FOLLOWING CONDITIONS EXIST: ',;,. "" :;; s:it] ~ ~ es ~ Yls,, ~ ::;; ~ ':3 ~ <5 ~ V) I:':! NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR G;:':, ~ <--., ~ §:' ~t:l l's rt GJ :,::; a. 'SJ "' "' Cl.. i'i:: ~ !:5 -"" :l§ V) ~k:J ~ ~ ~ '< 8 ;;:j b1 :;; § :l§ 1--. GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. BEST MANAGEMENT PRACTICE* ti ~ tl~ V) <.:, !.iJ o§ "' c.., ~ Vi ~ ~ I:':! ;.__ ;.__ [;:: ~ i':s '-l ~ tJ "' :::,, ~~ ~~ ~ V) ~~ c::; ::s V)~ ~~ ;;,, b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS ~>.J ~ ...., o§ [;J~ [;J :,._ "' >.J I:':!~ (BMP) DESCRIPTION ➔ ::;; lE s,! ;s ~ ;.__ 2§ <CS "'= <.:, c::; "" '-3 ('.] "'i2 "' "'<.:, ~~ ...., ~ 8::~ :l§~ G~ HIGHLY VISIBLE TO THE PUBLIC. flc:~ ~ ~ c::; <5 c::; ~ ~ ;.__ ~ t8~ ~i ;::j~ :;, ~ ~~ ~ ~~ !'.l £! g'i ;;,,~ [tt3 <.:, c,j <5 ii'! <5 c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ~"" ~ ~ ~ c:: ~ es ttJ ;:, ~ ~l;j Q'j c:, ;;,~ ,::; <:_j < §;)~ §;) '-l ...., E:: ;5~ ~:,::; ~:,::; ~~ ~ °" ~ G ;.__ t;l ~ ~ ~~ f's G ~~ ~2§ " ::,; "'1 ;;;~ "12 ~ ~~ ENGINEER THAT WARRANTS !MMEDIA TE !REA TMENT. ~ ~2l <75 ~ ~ Vi t;; 8: ~8: 2[ ::ii ~ ~d :§ oi :§ ~:;; 8:§ C( "-' :r:: <5 Uj <..5 "' V)~ V) Cle: ~V) V) Uj c.., 8 HYDROSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE CASQA DESIGNATION ➔ "---..., "' "--<::, "' ..., "--0:, -"' ..., ... "' "' 0:, "i" "' "' 0, --"' "' "' ---FOLLOWING CRITERIA: I I I I I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I J, I J, i i i i i i i I ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE: CONSTRUCTION ACTIVITY c:l c:l c:l c:l c:l c:l Uj Uj Uj Uj Uj Uj Uj ~ ;a; ~ ;a; a. THREE TO EIGHT FEET IN HEIGHT Sf/ALL 8£ /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/flOSE BIBS OR A X GRADING/SOIL DISTURBANCE X X X X X X CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER TRENCHING/EXCAVATION HEADS PROVIDING 100% COVERAGE X STOCKPILING X X X X X b. GREATER THAN 8 FEET IN HEIGHT SHALL 8£ WATERED BY A DRILLING/BORING CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS X CONCRETE/ASPHALT SAWCUmNG X X X X X X PROVIDING 100% COVERAGE. X CONCRETE FLA TWORK X X X X X X X X X X X PAVING X X X X X X X X 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL CONDUIT/PIPE INSTAILA TION SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO THE CITY STUCCO/MORTAR WORK ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE X WASTE DISPOSAL X X X NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. STAGING/LAY DOWN AREA J /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE EQUIPMENT MAINTENANCE AND FUELING OPTIMUM LEVEL FOR Tf/E GRADING OF THE HYDROSEEDED GROWTH. HAZARDOUS SUBSTANCE USE/STORAGE DEWATER/NG C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: SITE ACCESS ACROSS DIRT 1 SEED MIX SHALL CONSIST OF NO LESS THAN: 0 THER (L/ST): a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER A CR[ OF ZORRO FESCUE INSTRUCTIONS.· C. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA 1. CHECK THE BOX TO THE LEFT OF ALL APPLICABLE CONSTRUCTION ACTIVITY (FIRST COLUMN} EXPECTED TO OCCUR OUR/NG CONSTRUCTION. e. Jibs PER ACRE OF AL YSSUM {CARPET OF SNOW} 2. LOCATED ALONG THE TOP OF THE BMP TABLE IS A LIST OF BMP's WITH !r'S CORRESPONDING CALIFORNIA STORA/WATER QUALITY ASSOCIATION (CASQA} DESIGNATION f. 1/2 lb. PER ACRE IF DIMORPHOLECA NUMBER. CHOOSE ONE OR MOR£ 8MPS YOU INTEND TO US£ OUR/NG CONSTR/JCTION FROM THE LIST. CHECK THE BOX I'll/ERE Tl/£ Cf/OSEN ACTIWTY ROW INTERSECTS g. ITEMS c. d, •· AND f OF THIS SUBSECTION MAY BE OMITTED ON WITH THE BMP COLUMN. VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL J. REFER TO TH£ CASQA CONSTRUCTION HANDBOOK FOR INFORMATION ANO DETAILS OF THE CHOSEN BA/PS AND HOW TO APPLY THEM TO TH£ PROJECT. STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OWNER'S CERTIFICATION: OR PRINTED ON SAID CONTAINERS. LEGEND j. NON-PHYTO-TOX!C 'M:TTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCR[TION OF Tl-/[ CONTRACTOR. I UNDERSTAND AND ACKNOWI.EDCE THAT I MUST: (I) IMPLEMENf BEST DESCRIPTION SYMBOL MANAGEMENT PRACTICES (BMPs} OUR/NG CONSTRUCTION ACT/WT/ES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF PO/LUTANTS 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER SUCH AS SEDIMENT ANO TO AVOID THE EXPOSURE OF STORM WATER TO ACR£ TYPE 6 MULCH {STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, LIM/ T OF WORK CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE TO, ANO AT All TIMES, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: /. b. HARROWING AREAS 6: 1 OR FLATTER !HAT ARE SUFF!CIENTL Y FRIABLE. 2 AREAS GRADED FLATTER T/-IAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PRO VIDEO VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS Sf/ALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT 15 PERMAN[NTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING 15 THE PERMANENT LANDSCAPING, UNTIL THE PROJECT 15 COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROS[EDED WITHIN TEN (10} DAYS OF THE TIME WHEN EACH SLOPE 15 BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. J. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES {90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL 8[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS Sf/ALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. c~~rs DESIGNED BY: MC NF DRAWN BY: TG PROJECT MGR.: KWH 2710 Loker Avenue West Clvil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, Collfomia 92010 Processing 760-9.31-7700 Surveying SEE RIGHT Fo)(: 760-931-8680 ODayConsultants.com KEITH W. HANSEN I SE-1, SILT FENCE SE-6, GRAVEL BAG : = = = : : = ~ SE-10, STORM DRAIN INLET PROTECTION v- WM-I, MATERIAL DELIVERY AND STORAGE WM-I /'IM-2, MATERIAL USE /'IM-2 /'IM-.J, STOCKPILE MANAGEMENT al'IM-5 /'IM-5, SOLID WASTE MANAGEMENT /'IM-9 KEITH HANSEN NAME OF PREPARER: '?"Of ESS / 011, 0' x-, W-~ <' QUALIFICATION OF PREPARER: QSD, QSP & RCE ~,ff ~~ "' I-"' DATE: DEC. 2016 "' -ADDRESS: 2710 LOKER AVE. WEST STE. 100 ;:; NO. 60223 /Fi SCALE: AS SHOWN CARLSBAD. CA 92010 \:i f;} JOB NO.: 141006 * * cflq/; CIVIi. f;.~'>;- PHONE NO.: (760) 931-7700 'f' or CALl,o _&/_£ /.ro/t1 60223/181 06/30/18 DATE: ; SIGNATURE R.C.E./C£RT. NO. L/C. EXP. DATE DATE RCE: 60223 COMPLY 11/T/-I THIS CITY APPROVED TIER 2 CONSTRUCIION SWPPP THROUGHOUT Tf/E DURATION OF THE CONSTRUCTION ACT/WT/ES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY Tl/£ Cl TY OF CARLSBAD. 0111'/ER NAM£ (PRINT} 0111'/ER (SIGNA TUR£) DATE INITIAL ENGINEER OF WORK G:\l-+1006\1406003.dwg Jan 12. 2017 1:05pm Xfijfa: 1-4060 REVISION DESCRIPTION DA/£ DATE DATE INITIAL OTilER APPROVAL APN: 167-040-39. SIT£ ADDRESS: THE PROJECT IS LOCATED ON MARRON ROAD EAST OF INTERSECTION II/Tl/ A VEN/DA DE ANITA. AREA OF DISTURBANCE.· AREA OF DISTURBANCE 11,266 S.F. (T/-1/S AREA INCLUDES BUT IS NOT UM/TEO TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAfflC, SOIL/GRAVEL PILES. UTILITY TRENCHES, BACKFIil CUTS AND SLOPE KEYWAYS) CONSTRUCT/ON THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}: 00 HIGH □ MEDIUM OWNER/APPLICANT: ' NAME.· CORNERSTON COMMUN/fl TES. CORP. ADDRESS: 4365 EXECUTIVE OR/VE, STE. 600 SAN DIEGO, CA. 92121 TELEPHONE NO.: 858-458-9700 £M£RG£NCY CONTACT • • NAME.· JOHN SUSTER TELEPHONE NO.: (760) 607-2319 "AS BUILT" RCE EXP DATE REVIEWED BY: INSPECTOR DATE I SH3ET I I SH4TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPRO'IEMENT PLANS FOR: TIER 2 SWPPP QUARRY CREEK MARRON ROAD SOP 14-12 ROW 2016-0108 I WES'fi!_'RL Y TERMINUS f/DP 11-04 APPROVED BY: I! r, JASON ~~f~;RT . ,1/ I ' 2t L+- ENGINEERING MAMAGER RCE 63912 EXP. 9/30/16 DA E DWN BY: --:r~ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:<, CT. 11-04 484-58 CITY APPROVAL RVWD BY: • Cl D § 2 (j] 2 C s: [IJ m D Cl D ~ 2 (j] 2 C s: [IJ m D Cl D § 2 (j] 2 C s: [IJ m D ©2018 O'Day Consultants, Inc. ' I I ' ' \ ' \ \ \ \ I ) /-- / I ' I ' / TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) \ \ \ I ' \ aL' Q}-. ._J , R/W LIMIT or wo11K .. S[-/0 ' ' \ \ / -WM-3 . . . . ,-.... . er~ --·_. ____ ,.,, --. 'i.Y' t-·-·,· .. :_ ·.-:·· ·_ ... ::. -._' ·\ ... ,. :·_· . ·-. . ' . -. ·.' . ·\·; .· '. . ·o· '-, :•, ___ ' .. _-, .. :-\. . . !I-,,., •:___~-'-c··' • ·., . . . ... -. ·-.. '' . . / I I r~1 EXIST. TRAIL I CALIFORNIA ,DEPARTMCNTI . f!SH &/f!r!L!JL!fE · '• _, / / ;i I / H!IRDLl!jE PRESERVE v/ ", ., 0 1· I • •-, / : •-.._I I / I PCL C IAPN !67-010-59 / 2942 o' 10' 5 20' SCALE: I'' ~ 10' "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTO~ DATE I SH4EET I CITY OF CARLSBAD I SHE5ETS I ~=====~====:===============================~=====~====~=====:===~ ENGINEERING DEPARTMENT 0 DRAWN BY: T.G., G.M, SCALE: __ _ ___ PROJECT MGR.: K.W.H. JOB NO.: 141006 0 /~~ DESIGNED BY: M.C., 8.R. DATE: AP~IL 2014 CONSULTANTS ~------------~ 2710 L•ker Avenue West Suite 100 C•rlsltui, Cqlif•rni• 92010 7i0-!31-7700 Fax: 7i0-!31-lill0 OD•yC•nsul l■nls.c:■rn Civil En,ineerin! l"'lanning l"'recessinl!I Surveyin!I ENGINEER OF WORK· DATE: zj,-//11 RCE: 60223 I , , '111,1' .I !II I 1111 DA TE INITIAL ENGINEE~ OF WORK REVISION DESCRIPTION G:\14100i\HDiCI04.lw! DIK: 07, 2011 ,:2■1m Xrefs: H-0iTP'0J; H-OiCSTII:; H0iAMA~; HO.Cl: mur,n-il1se; HOi~04 , , Ill ,Ii 11, ,, II DA TE INITIAL DA TE INITIAL CITY A~~~OVAL EROSION CONTROL PLAN FOR: QUARRY CREEK MARRON ROAD sop u-12 ROW 2010-0lrM WESTfRl Y TfRMINUS HOP 11-ru APPROVED BY: ENGINEERING OWN BY:-~- CHKD BY: (, 1l, RVWD BY: ~ JASON y;~p:;;tf RCE 63912 EXP. 9 30 ZO DAT I DRAWING NO. 484-58 ~-------~ PROJECT NO. C. T. 11-04 ' .. 0 ... UI Cl ll ! z [j) z C s C!l m ll Cl ll ~ z [j) z C s C!l. m ll Cl ll i z [j) z C s C!l m ll Cl ll i~ c:,-z .i:,. [j) •z 'f"c (,II s Ill C!l m ll ··-··--·--- ~ (2 --WJ.Lll~Wfil~__, 3 r= f ;:,J2~-rJQ!i rla 268.l ::f.lOWAF~I):: +t• ASSOCIA'l'ES+ ♦ ♦ ♦♦landscape architecture 24t\2 ::;econd avenll0 san diego ca 92101 619 7lt 9660 CD @ ® © ® / i ' I ' ( i I BOULDEF< PER CONSTRUCTION LEGE~lD FINISH GRADE COMPACT SUSGRADE ·ro "15% ISURY 1/3 OF BOULDER SLOPE GRAJ:)E A~AY FROM BOULDER AT 2% MINIMUM North Scale 1" = ·10 I t I // ' ' I \ \ ( @ ® @ @ @ @) @ @ @ @ <.~ONSTRIJC,TION LE6END, _,. _________ _ E,OULDER [_OC',ATION. 'SEE BOULDER LEGEND F'OR SIZES, l~ISTALL P!:R OETAIL (~ONCR.ETE B!:c~ICH- OLJICK Ci'<,ETE ~Q2f0-12B 0' L.ON0 GONGRETE BENCH HITH ANCHOR ~30L T5. COLOR, C3, 'LATTE'. FINISH, T:2-LSB HITH 'STD. tvfATTE SEP,LER', INSTALL IN DECOr1f~osED GRANITE PAD HITH 12' GL.EAR AT BAC:;K A~ID ONE SIDE Of BENCH AND 5' CL.EAR AT FROl~T OF 13ENCH AND REr1AINING SIDE FOR AOA ACCE:SS. EACH BENCH LEG TO BE ATTACHEO TO A~I 2" X 2' X 2' DEEP CONCRETE PIER V'IITH tvfANUFP,CTIJRER SUPPLIED ANCHOR BOLTS, ATTAC,H PER MFR'S SPECIFICATIONS. PER IMPROVEMENT PLAN5, "'·84-513, HANDICAP RAMP EXISTING> SD0tE VAULT TO REMAIN EXISTING> TELE. BOX TO REMAIN E:XISTING IRRIGATION .BOX TO REMAIN E:XISTIN0 CONCRETE SIDEV'IALK EXISTING TEL, \/AULT TO REr-1AIN PROPOSED ACCESS CONTROL GA TE PROPOSED PAR.KING LOT V'IITH (8) SPAC,ES PROPOSED CONCRETE SIDEV'IAL.K STABILIZED DECOr1F'OSED GRANITE - CALIFORNIA GOLD OR EQ. 2942 B,Julder Legend CD I',: I' X I' I I"! (:) 2' X 2' X 2' 111 (~0 5 1 X :I' X B' 15 NOTE, BOULDERS SHALL BE RELOCATED FRON 5TOGK PILE ON SITE HHERE AVAl!-ABLE. COORDl~IATE HITH LANDSCAPE ARCHITECT AND CORNERSTONE COtvftvfUNITIES SITE SUPERINTENDENT. ADDITIONAL BOULDERS SHALL BE LOCAL GREY. AVAILABLE@ KRC ROCK, S/,l'l tvfARCOS, (100) 144-10:30 DECLARATIO>I OF RESPONSIBLE CHAIJGE: l HEREBY DECLAf~E THAT I AM LANDS(:APE AHCHITECT OF wonK FOf':( THIS PRO,JEGT, TH,<\T I HAVE EXEHCISED RESPONSIBLE CHAl~GE OVER THE DESIGN OF THl5 PROJECT AS OEFINElJ JN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND -rHAT THE Ci-lECK OF PROJECT DRAWINGS AND Sl:tEClFICATJONS BY THE SAN DIEGO COUMTY DEPARTMENT OF ENVIRONMENTAL HEAi.TH AND IHE CITY OF CARLSfiAO IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE IJE, ~.$ 1,IE LICENSED LACIDSCAPE ARCHITECT OF WORK, OF MY RESPONSll!UTIES FOR PROJECT DEr1IGN. THESE PLl1NS HAVE BEEN PREPllflW lei SUSSTANTIAL GONFOl!M/\tlCE WITH THE f,PPROV;:D LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PL/1N, l'IRE f>fiOTECTION Pl.NI, ANO ALL CONDITION"$ OF APPROVAL RELATING TO LNIDSCAPINO FIRM N,',ME: le ADDRESS: HOWN/0 ,',SSOC n:s. INC .• 2442 SC:COND AVE. S,',N DIEGO, 92101 DA/Ti, 02-·14-10 RL,', 26~1 PHONE: NO(S): (619) 71~-9660 RE:CISTR,',T/ON NO(S): RL,', 2681 EXPIR,',T/ON OA7l£: 3/Jl/19 --"AS BUILT" TITLE DATE --REVIEWf-:D BY: DATE, 02-14-1"1 INSPECTOR DATE DRAY'lt, SY, Jf"IH/LKL . -~-- 1----~-?/rst;r;: a /.?J.9-3/le HAI A\ ADD LANDSC-AFE FLAN l,d( DATE INITIAL DATE !NITIAL INITIAL ENGINEEr-1 OF WOl'tK REVISION DESCRIPTION OTHEi-! A~19'ROVAL CITY ASSROVAL ----- CARLSBAD M UNICIPAL 1'YA1'l~R DISTRIC'ir -___ ..,.._,_,_" _______ _ w r.: CITY OF' C.ARLSBAD 5 PLANNING DIVISION LANDSCAPE CONSTRUC TION PLAN FC!lf° __ _ ROW 2016-0108 OUAR!?Y Cfr'[[K MANRON l?OAO '£STER!. Y TEl?AIINUS w. SDP 14--12 HDP 11--04 APPROVED BY:a:, ENGINEERING MANIIGER [:~ KD BY:UI.. _____ , __ , _________ _ , • C :E . UI C'I 0 "" .... • UI .. ' UI Ill □ I 2 G1 2 C $ CD m JJ □ JJ i 2 G1 2 C $ w, JJ □ JJ i 2 G1 2 C: $ Dl .. m JJ