HomeMy WebLinkAboutDWG 496-6A; CT 14-04; MILES BUENA VISTA; 01-04' I :
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(IN ADDITION .TQ THE REQUIR/tMENTS OF CHAPTER 15.16 OF THE
CAR~SBAD M!/NICIPAL QQDE.)
1. THIS PLAN SJJRERSEDES Al-I, OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAO Rf/JARD/NO GRAOING SHOWN ON THIS $ET OF PLANS ..
2. APPROVAL OF THIS PLAN DOCS NOT L,£SSEJI OR WAIVE ANY PORTION OF THE
CARL,$8AD MUNIQIPAL . CODE, RESOLUTION OF CON()ITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LJSTED HEREON AS THEY MAY
PERTAIN TO THIS PROJ£CT. 7HE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE TH!o$£ PLANS M/£N NON-CONFORMANCE IS DISCOVERED, . . ..
3. CITY APPROVAL DF PLANS DOES NOT REL1£VE TH£ D£VE:LOP£R OR E:NGIN[ER-OF-
WQRK FROM R£SPON$1BIUTY FOR TH£ CORR£CTION OF ERRORS AND OMISSIONS
DISQOVfRf;l) DURING CONS7RUCT/ON. ALL PLAN R£VIS/QNS SHALL 8£ PROMPT!. Y
SQBl,IITTED TO TH£ CITY ENG/N££R FOR APPROVAL.
4. A RIGHT-OF-WAY f1£RM/T FROM TH£ CITY ENGINEER Vt!LL BE REQUIRED FOR ANY
WORK .IN . THE PUBLIC RIGHT OF WAY, PRIOR TO PERMIT ISSIJANC£, A
CERT/FICA T£ QF INSURANCE AS WfLL AS ADDIT/ONAL INSURED ENDORSEMENT MUST BE
Fli.W NAMING THE CITY OF CARLSBAD AS . AN ADDITIONAL INSUR£D ON TH£
PE:RMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR [ACH
QOCURRANO£ OF LIABILITY. TH£ INSl!RANC£ CQMP~NY 'ltRl71NG THE POLICY. l,!ll$T
HA V( A . RA TING OF • A -" OR BfJTER AND A SIZE CA TE GORY OF CLASS VII
(JR BETTER AS E:STABLISHfiD BY. "BESTS" KEY. RATING GWDE ..
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE: BE:EN OBTA/NE:D FROM
THE CITY AND OTHfR APPROPR/A TE AG£NCI£S.
7, APPROVAL OF THE:SE PLANS BY THE CITY ENGINEER DOC$ NOT AUTHORIZE ANY
WORK OR . GRA[)ING TO BE PERFORM£D UNTIL TH£ PROPERTY 01',f,/ER'S P£RMISS/ON
HAS BEEN OBTAINED AND A VALID GRAPING PERMIT HAS BEEN /$SUE:D.
B. NO REVISIONS l:\'ILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE . CITY ·. tNGIN£ER, NOTED WITHIN . THE REVISION BLOCK, ON THE
APPROPR/A TE $HEET OF THE PLANS AND THE TITLE SHEET.
9, ORIGINAL DRAVtlNGS $HALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL ORAWING SHALL 8£ REVISED TO R£FLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-,WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACC£:SS FOR FIRE AND OTH£R F:Mf.RGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIM£S DURING CONSTRUCTION. . . . .
12. WH£R£ TR£NCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT . OOMPRISED
. OF:_ (~) $()_/,/MARY SHEET, (B) LABORATORY WORK SHEE:TS AND (C) COMPACTION
QURVfS, SHALL BE $/JBMITTED BY A PRO~SS/QNAL £NG/NEER OF THE STA TE OF
CALIFORNIA, PRINCIPAL!, Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE $()/LS REPORT WILL . BE SUBMITTED TO THE CITY ENGINEER/NG
INSP£CTOR WITHIN TWO WORK/NQ DAYS OF TH£ COMPLETION OF FIE,l() TESTS.
13· 1DHE~i~& ¥8MttfJ:l,;NDfr0?!!/ at:&EDcor:Ll't:if£so1LVfR1~ftoi°t,s R~°ttJ:i
14,
PRIOR TO TH£ ISSUANCE OF A BIJILDING PERMIT. ALL CONTR~Lf,D GRADING
$HALL BE DONE: UNDER TH£ DIRECTION OF A PROFt:SSIONAL ENGINEER OF 7HE
STA TE Of CALIFORNIA PR/NC/PALLY DOING BUS/NESS IN THE FIELD OF APPLIED
$OIL$ .l,fEOHANICS. ALL FIU OR FUTIJRE FILL AR£AS SHALL BE CONSTRUCTED IN
AOQORl)ANCE: WITH THE: CITY OF CARLSBAD STAN()ARD SP£C/FICATIONS AND THE ;tN~~:rio:r 5tfiZ1r1ct,1ris C;MP}lfi~~HE:~EPO~~s wt7rf efRft:~fft(; TOS°!lif
PRQJE'CT INSPl;'CTOR,
18.UGT/ON INSP£CTIOJ'i SUPfRVISION TESTING AND_ALL QIJ-/ER
_ . ~ . 1HE CONTRACTOR .. £QUEST A PR£CONSTRUCTION
M : /NG EiY CALLING THE INSPECTION LINE AT (760) 438-3891 AT I.EAST FIVE:(5)
WOR,K)NG DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL TH£N B£
C~TAC~Q E/Y THE, PRO.,/[CT INSPE:CTQR TO COORDINA If A QA TE AND 7JME FOR THE
PRECONSTRUCT/ON .MEE:T/NG. APPRO'VE:D DRAWINGS MUST BE AVAILABLE PRIOR TO
SCH(QUUNG. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJ£0T INSP£CTOR
AT T/iE MEET/NG.
lS, ilaiclt1':&lfiiit¾i 1k:~mirA,N2!Lp!!
ON THE DAY BE'FORE 1Hf INSPECTION IS N££D£D. INSPECTIONS Vtl/.L BE MADE
'/'HE N[Xf WCif!K DAY UNLESS YOU R'EQUE;ST OTHERWISE. 8£QUESTS MADE AFTER t, (JQ AM. W/1,.L BE SCHE;OL/~.E:D FOR TWO Fl,/lL WORK DAYS /,A lr;R.
!~-THE OWNER AND/OR APPL/GANT THRQIJC,H TH£ DEVf:JOPfR AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN .ALL $AFETY DEVIC£S, INCLUDING
SHORING, AND SHALL Bf. SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FfDE:RAL SAFETY ANP HfALTH STANDARDS, LAWS AND REGULATIONS,
17, THE CONTRACTOR $HALL CONFORM to LABOR COO£ SECTION 6705 BY SUBMlmNG
A -.DE;TAIL PLAN TO THE c;ITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
TH£ DfSIGN OF SHORING, f/RAC/NG SLOPING OR OTHER PROVISIONS TO BE. MADE
OF 'W0RK£R PROTECTION FROM TH£ HAZARD OF -CAVING GROUND DURING THE
EXCAVATION OF SUCH TR[NCH OR TRENCHES OR DURING 7HE PIPE /NSTALJ./\ T/ON
THE:~EIN. Tlj!S PLAN MUST 8£ PREPARED FOR ALL TREJJCH£S F.IV£ ~ET (5') OR
MORE {N DEPTH AND APPROVED BY TH£ CITY ENGINF:ER AND/OR CONCERNED
AGENCY PRIOR TO £XCA VA TION. LTHE PLAN VARIES FROM THE SHORING SYSTEM
STANDARD$ ~¥fBL/ffl BY TH£ CQNSTRl/CTIW SAFETY ORD£RS. Till.£ B
CA~IFO&/!d jQ! /MSIRAI/Vf OODF.,. THE ',f'LAN. SHALL BE PREPARED BY A
RE,GISTERl;JJ, ~GtNEER AL~ CQNTRACmR$ tXP£NS£ ~ COPY_ ~OF THE OSHA
fXCAVAT/ON PfRMIT MUST BE SUBMITTED TO THE INSP£CTOR PRIOR TO f;XCAVA TION. -
18. NO BLA57JNG SHALL EJE PERFORMED UNTIL A VALID .BLASTING PERMIT HAS B££N
OBTAINED fROM .. THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PE:RMIT WELL IN AO VANCE OF THE SCHEDULING OF EJLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURC£S ARE DISCDVER{D. WITHIN ANY WORK ARE:A
DURING CONSTRUCTION, . Qf£RAIIDN~WILL C£~ _ _iMi.lEJ211,.1ELY, _ AND THE
Pf;RMITTE£ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILi. NOT RE:START
l)NT/L Th/£: PERMITTEE HAS RECEIVED "'1'/ITTEN AUTHORITY fROM 7HE CITY
ENGINfER TO DO So. . ..
20, ALL OPERATIONS CONDUCTEI) .. ON THE Sl1f OR ADJAC£NT TH£R£TO, INCLUDING
-.wAkMiNG UP, _ R~PA/R. Af?klVAL.-DEPARTURE OR . OPERA TfON OF TRUCKS,
f:ARTHMOVING £QUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPME:NT SHALL BE: LIMIT£D TO TH£ PERIOD BETWEEN 7: 00 A.M. AND q: 00 P.M. EAQH DAY, MONDAY THRU FRl[)A Y AND NO EARTHMOVING OR GRADING
OP£RA TIONS $HALL BE CONDUCTE.:D ON 'flfE:KENDS OR HOLIDAYS, (A LIST OF CITY
HOLIQA YS IS AVAILA.BLE AT THE ENGINE:ER/NG DEPART/JfNT COUNTER,)
21. ALL. OFF-SITE HAi ROUTES SHAI_I_ Bf SUBMITTED RY THE C[JNTR~WR W . TH£
~~NG/NEER FO~ Al'f'RQY~l'KQ_ELJLL . WORKING DAYS PRIOR TO BEGltfNING OF
22, IMPORT MATERIAL SHALL /3£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DE/POSITED . }.T, . A snr APPROVED lilY 7HE CITY ENGINEER, THE, 'GONTRACtOR
SHAU fl[ RfSPQtiSIBIE [QR ANY D£BR/S OR DAMAGE: OCCURRING ALONG THE HAlJ.L
RQtlIES. OR ADJACrf.lTSTRffTS AS ii ~FS_l,!1,-T_ Dr THE GRADING OPERATIQN.
2J. BRUSH SHALL 8£ REMOVf;f) ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED IJNtESS $P£C!F/CALL Y NOTED ON THE PLAN.
il4. ALL AREAS SHALL fl£ GRAOED TO QRAIN. GRADING RESULTING IN THE: PONDING OF
WATER 1$ NOT PERMITTED. ALL £ARTH£N SWAL£S AND DITCHES SHALL HA VE A
M/Nll,iUM ON£ PtRCENT SLOPE:.
25. THESE PLANS AR£ SUBJECT TO A SIGNED AND APPRO\IT;D SWPPP AND/OR SET OF
EROSION CONTROL PLANS. £ROS/ON CONTROL SHALL BE AS SHOWN AND AS APPROVE:D
BY TH£ Q/TY ENGINEER OR AS DIR£CTED BY THE PROJECT INSPECTOR.
26. ALL $LOP£:S SHALL BE TRIMME:D TO A FIN/SH GRADE: TO PRODUCE A . UNIFORM
$lJRFACE AND CROSS SEOT/ON. TH£ SITE SHALL 81; L£fT IN A NEAT AND
ORDERLY CONDITION. ALL STQN£S, ROOT$ OR OTHER DEBRIS SHALL EJE REMOVED
AND Ql$POS£D OF AT A SITE APPROVED OF BY THE CITY ENQINEER.
27. A/Ja $LOPE:S S/'IA,LL BE_ {RR/Gj,.7£'0, S!Af/lLIZED, PLAN1ED ANO/OR HYDROSEEDED
Vt!THIN JEN (10) DAYS OF THE TIM£ WHEN EACH SLOP£ IS BROUGHT TO GRADE
AS SHOWN ON fHE APPROVED GRADING PLANS.
2[$, ~~N?Jf At,fl JH~~~LE!feAicrflo~P:J~ 0iAN~lj,;_. S~fEsL::s61$,~G A%LA~~ourti
THIS PROJECT, DRAWING NO QWQ 496-6L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR,
--· _, ------,~~-~ --= --
29. TH£: OWN£R/}.Pl"LlCA_NT_ SHALL (NSURE THAT AU CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRAD/NG PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE:
AND /RR/GA 110N PLANS ANO THE IMPROVE:MfNT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE MTH THE LANDSCAPE MANUAL TIME R£QUIR£:MENTS.
30. WHERE: AN £X!STING PIP£ UN£ IS TO BE ABANOONtD AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVE:D WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND R£PLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE MLL BE PLUGGED WITH CONCR£TE OR REMOVED AS APPROVED BY
THE Cl TY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL £X/ST/NG FAG/LIT/ES
( ABOVE GROUND AND UNDER GROUND ) MTHIN THE PROJECT SITE SUFFICIENTLY
AHEAD or GRADING TO P£RMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND n1A T THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK,
32. TH£ CONTRACTOR .SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) .AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITl£S AND SHALL COORDINAT£ THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND S£RVIC£ ALERT
SDG&:E
(800)422-4133
(800)411-7343
(800)892-0123
(760)438-7741
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760) 753-6466
AT&T
TIM£ WARN£R CABL£
COX COMMUN/CA T/ONS
CITY OF_ CARLSBAD(STREETS & STORM DRAIN)
'CITY OF CARLSBAQ{SE'tlfR, WA 'fE:R & RECLAIMED WATER)
"SAN DIEGU/TO WATER DISTRICT
'LEUCADIA WASTEWATER DISTRICT
· "VALL£CITOS WATER DISTRICT
'OLIVENHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
33. P£RMIT COMPLIANCE REQUIREMENTS:
(760)726-1340 x1330
A FOR OONTROLL£D GRADING -THE APPLICANT HIR£S A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND OONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
· CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAi APPROVAL OF A GRADING PERMIT ~ THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJ£CT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL R£PORT BY SUP£RVISING GRADING ENGINEER STA11NG .ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALL£D IN CONFORMANCE WITH CITY
CODE AND THE APPROVE:D PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
R£:COMM£ND£D SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STA TEM£NT BY THE: SOILS ENGINE[R THAT THE
GRADING WAS DON£ IN ACCORDANCE: WITH THE R£QUIREMENTS AND
REQOMMENDA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. ·uNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO B£ RESUBMITTED FOR PLANCHECK, PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35, IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARI,£ DOWNSTREAM, STENCILS SHALL 8£ ADDED TO n1E
SATISFACTION or TH£ CITY £NGIN£ER.
"DECLARATION OF IU:SPONSmLE CHARGE"
~· . _ _,.ti'1', ~ ------- - ---------·---
. .
EROSION CONTROL NOTES
•1. , IN CASE EMERGENCY WORK IS RE:QUIRED, CONTACT SARAH MORRF:LL (SHEA HOMES) AT
(858) 526-6554 (PHONE NUMBER)
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 CONVE:N/ENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
" DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJEOTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA R£GIONAL WATER QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
· POLLUllON CONTROL (WPC) Pl.AN TO ADDRE:SS UPDATED SITE CONDITIONS OF THE PROJECT.
THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND
· MADE AVAILABLE TO THE CITY INSP£CTOR. ADDITIONAL CONSTRUC710N BMP'S BEYOND THE
ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTIC/PA TED, THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
.' QSP SHAU Of3TA/N APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
·I INSPECTOR REGARDING ANY SIGNIFICANT OHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL [ROS/ON CONTROL DEVIC£S TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5, THE OONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL M£ASURES. AS MAY BE
REQUIRED BY THE 0/TY [NG/N££R DU£ TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE:.
6. THE CONTRACTOR SHALL BE RESPONSIBL£ AND SHALL TAKE N£CESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL M£ASURES PROV/OED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL BE /NCORPORA TED HEREON,
8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING OA Y.
9. ALL REMOVABLE PROTECT/VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE. FIVE: (5) DAY RAIN PROBABILITY FORECAST EXCE£D$ FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE Vt!TH 3/4 INCH MINIMUM AGGREGRA TE.
11, SHOULD GERM/NATION . OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFE:CT/VE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVE:MBER 15, TH£ SLOPES SHALL Bt
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND S£DIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
·"
TEMPORARY EROSION CONTROL
PLANTING AND (RRTGATION
ALL ·PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL 8£
: !INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPEC/FICA 710NS AND THE FOLLOVt!NG:
A. HYDROSEEDING SHALL BE APPLIED TO:
1, ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
a. THREE FEET OR MORE IN H£/GHT AND ADJAC£NT TO A
PUBLIC WALL OR STREET.
b, ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADE:D FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST: ... •
a. NOT SCH/kDULED FOR IMPROVE:MENTS(CONSTRUCT/ON OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIE:D BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WI TH THE FOLLOWING
CRITERIA:
1, ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYS7EM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b, GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIP/TA noN SPRINKLER HEADS
PROVIDING 100% COVERAGE.
I HEREBY DECLARE THAT I AM THE ENGINE:ER OF WORK FOR THIS PROJfCT, THAT I HAVE 2. AREAS SLOPED L[SS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
EXERC/S£D R£SPONS/BLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SECT/ON 6703 OF TH£ BUSINE:SS AND PROFESSIONS COD£, AND THAT THE DESIGN IS SCHEME TO PROVIDE IRRIGATION TO THE 0/TY ENGINEER. THE PROPOSAL SHALL BE
OONSISTENT Vt!TH CURRENT STANDARDS. SPECIFIC REGARDING TH[ NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE TH£ PROPOSED SY$TEM.
CITY OF CARLSBAD DO£$ NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY . 3. /RR/GA noN SHALL MAINTAIN THE MOISTURE LEVE:L OF THE SOIL AT THE OPTIMUM
RESPONSIBILIT/£5 FOR PROJECT DESIGN. LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
FIRM: BHA /NC. C, HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
ADDRE:SS: 5115 AVfNIDA ENCINAS. SULT£ L a, 20 lbs, PER ACRE OF ROSE CLOVER
CITY, STAT£: CARLSBAD. CALIFORNIA b, 20 lbs. PER ACRE_ OF_ZORRO FE:SOUE ~ _ .
TELEPHONE: 260-931-8700 c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
BY:----·='~:,_;;_-"'===,./_____ DATE: ro-'1-17 e. J lbs, P[R ACRE OF ALYSSUM (CARPET OF SNOW)
,n .. · . ~· _ / / d. 4 lbs, PER ACRE OF ACH/LLEA MILLEFOLIA
RONALDL.HOLLWAY f. 1/2 lb. PER ACRE OF DIMORPHOLECA
R.C.E, NO,: 29271 g. ITEMS c,d,e, AND f_OF THIS SUBSEC1!5;.N MAY BE OMITTED ON
R,..,G.IS.TRATIO.N E·x.p··,R·ATI.ON ·DAT£.· J-31-19 LOCATIONS WHERE THE AREA BEING HwROS£:£D£:D IS NOT VISIBLE: c• FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. SOILS ENGINEER'S CERTIFICATE h. ITEM a OF THIS SUBSECTION MUST Bt INOCULATED WITH A
I. DAVID B. EVA. NS~ TAEvolt, MYER. S , A REG/STEREO NITROGEN FIXING BAOTERIA AND APPLIED DRY EITH£R BY DRILLING (_ '• OR BROADCASTING BEFORE HYDROSEEDING.
CIVIL F:NGIN£ER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS i. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN
IN THE FIELD OF APPLIED SOILS ME.CHAN/CS, HEREBY CERTIFY THAT A UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
SAMPLING AND STUDY OF THE SOIL CONDITION$ PREVAL£NT WITHIN THIS FOOD AND AGRICULTURE CERTIFIOATION TAG ATTACH£D TO, OR
SITE WAS MADE BY ME OR UND£R MY DIRECTION BETWEEN. THE DA TES OF PRINTED ON SAID CONTAINERS,
SEPTEMBER 20 , 20 12 AND . JUN£ 24 , 20-1±_7\ TWO · NON-PHYTO-TOX/C WETTING AGE:NTS MAY BE ADDED TO THE
,COPIES OF THE SOILS REPORT COMPILED FROM THIS SWDY, WI_TH_ MY 4 ANO fo/•'1/Ho.; HYDROSEED SLURRY AT TH£ DISCRETION OF THE CONTRACTOR.
REGOMMENDA TIONS, HAS BE£N' SUBn/T. TO IH~OFFICE OF THE C!JY M 2, TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
ENGINEER. . Z' 1--r (\.,..l TYPE 6 MULCH (STRAW) MAY BE SUBSllTUTED, ALL OR PART, FOR
SIGNED: '~ ¥4. · 1EY" HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
-C.£.G. NO.: .. 1860 / ~-C. E e.'3773 ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF !)~~:-DATE: c;-:iCJ•/7 3. F~~L7z~:~:::i~~s:i~ ~~LAMMON/UM PHOSPHATE SULFATE, 16-20-0, WITH 15%
UCE:NSE E:XPIRATION DATE: 12/Jl/17 /q.~o-tS SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
NO. lQ60 D. AREAS TO 8£ HYDROSEED£D SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY: . -a-A"":'""':,:.;_1, ROUGHENING THE SURFACE: TO 8£ PLANTED BY ANY OR A COMBINATION OF:
TRACK WALKING $LOPES STEEPER THAN 6: 1
OWNER'S CERTIFICATE
i ( 11£' ) HEREBY CER11FY THAT A REG/SIERED SOILS £NGIN£ER OR G£0LOGIST HAS BEEN OR I\IL
8[ RETAINED TO SUPERVISE OVER-ALL GRADING ACllVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THIS SITE. IF THIS PROJfCT/DfVfLOP/,/ENT IS SUBJECT TO A STAT£-REGULATED
, S'1,PPP, l (II£') ALSO AGREE A QUALIFIED SWPPP PRACT/110NER (OSP) HAS BEEN OR I\ILL B[
RE:TA/NED TO SUPERVISE IMPLEME:NTA 110N OF THE SWPPP IN ACCORDANCE 111TH THE CALIFORNIA
CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VfRS/ON.
0/!7/17
DATE
SOURCE OF TQPQQBAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL PHOTOGRAMMETRIC _
HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumCIENTL Y
FRIABLE.
RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE,
ONDITIONING TH[ SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED 13ED.
THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVE:R/NG SALINE SOILS TO PROVIDED VIABL£ CONDITIONS FOR
.,GROWTH.
E. HYDROS£EDED AREAS SHALL BE MAINTAIN£D TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMAN[NTI. Y LANDSCAPtD OR, FOR AREAS WHERE HYDROSEEOING /$ THE
THE PERMANENT LANDSCAPING. UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
POST-CONSTRUCTION BMP TABLE
EXEMPT FROM HYDROMODIFICA T/ON?
VICINITY MAP
CITY OF OCEANSIDE
PACIFIC
OCEAN
78
NOT TO SCALE
CITY OF VISTA
CITY OF ENCINITAS
VICINIT'i MAP
1
2
3
4 '
BUENA VISiA WAY
~ MCCAUL£(
~ LN
SHEET INDEX
TITLE SHEET
K£Y MAF' AND DETAILS
~
~
£X/STING CONDITIONS/DEMO PLAN
PRECISE GRADING PLAN DESIGN
8/0-RL TRA TION BASIN DETAILS
"
LEGAL DESCRIPTION
SITE
~
NO SCAL£
EAR' . ORK QUANTITIES
CUT: 4,970 C. Y.
FILL: 4,970 C. Y.
IMPORT:
EXPORT:
R£MEDIAL: 3,890 C. Y. (OVER-EX)
3 C. Y. (SOIL REMOVAL)
PORTIONS OF LOTS JO AND JI OF PATT£R,ON'S ADDITION TO THE TOWN OF
CARLSBAD, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF
CALIFORNIA, ACCOROING TO MAP THEREOF NO. 565, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO co;JNTY ON SEPTEMBER 22, 1B88 AND
A PORTION OF SECTION 31, TOWNSHIP 11 SOUTH, RANGE 4 WEST, SAN
BERNARDINO MERIDIAN.
REFER£NCE GRANT DEED DOC#2017-0157188
BENCH.MARK
DESCRIPTION: PT. #122 B£ING A 2.5" BRASS DISC
LOCA T/ON: IN TH[ NORTHWESTERLY TOP OF CUR9 OF CARLSBAD VILLAGE
OR/VE. 680'+/-NORTHWESTERLY FROI! PIO PICO DRIVE
RECORDED: R.O.S. 17271 FEBRUARY 8 2002
£L£VA TION: 127.190' DATU/I: NGV/J 29
LEGEND (CONT'D)
(ITEMS SHOWN BELOW ARE BUILT PER DWG 496-6)
DESCRIPTION .. _ .. ___ D1V_G,i'lO. SYMBOL QUANTITY
SEWER LINE
SEWER MANH0LE/CLEAN0UT
WATER LINE
SEWER LA TD?AL
-·-S
- ---l._1----
--w
(;:>,c----
WORK 'l'O BE DONE
. '
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANP FILL$, REMEDIAL
GRADING, DRAINAGE FACILITIES, EROSION CONTROL FAC!LIT/£S, AND PLANTING OF P£RMAN[NT
LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BU/LT GEOLOGIC MAPS
AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND Tl£ CITY STANDARDS,
SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANOES CITED ON nt:SE PLANS.
THE GRADING WORK SHALL BE PE:RFORMED IN ACCORDANCE: WITH TH£ FOLLOVING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TH£ CITY ENGINEFR.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3, THIS SET OF PLANS
4, RESOLUTION NO. 7127-7128 DATED NOVE:MB£R 04, 2015
5. THE: STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GRECN BOOK).
6. SOILS REPORT AND RECOMM£NDA noNS BY~G_£_0_SO~/_LS_,,, _IN~C~-------
w.o. 6324-A-$C DA TEn OCTOBER 31, 2012. DECEMBER 27. 2012. JUN! 23. 2014
AND SITE ASSESSMENT MITIGATION PLAN BY GEOSOILS. INC. DATED APffl. 30, 2014.
SOILS REPORT/RECOMMENDATIONS RE-ASSESSED BY: GE:OCON, INC W.O, 62037-32-01
DATED OCWBER 14 2016AND SITE ASSESSMENT MITIGATION PLAN BYG£,)C{/N. /NL_
W.O. 0996-06-01 DA TED MAY 2016
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFl,D BY
THE CITY OF CARLSBAD STANDARDS,
8, CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N/d.,
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NOVE:MB£R 04. 2015
10, STORM WATER POLLUTION PR[VENTION PLAN (14-04) PREPARE:D
BY . HA DA TED 12/27 /16
WD/D NO. 9 J7CJ77749
11, STORM WATER QUALITY MANAG[MENT PLAN (14-04) PREPARED
BY BHA INC DA TED 01 [.09[.J_Z
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION H,NPBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DW'G.NO. • SYMBOL _ _9!)"ANTITY
SUBDIVISION BOUNDARY
PROP£RTY LIN£
RIGHT-OF-WAY
£X/STING WATER LINE
EXISTING SEW£R LIN£
EXISTING GAS LINE
EXISTING EL£CTR!CAL LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT
EXISTING CONTOURS
FINISHED GROUND CONTOURS
CUT/FILL LINE
EXISTING £LEVA TION
PROPOSED £LEVA TION
PROPOSED SLOPES (2: 1 MAX}
PCC EfROW DITCH (TYPE 8)
CUT SLOPE
FILL SLOPE
D-75•••
PROPOSED STORM DRAIN (8" HOP£}
PROPOSED 4" PVC STORM DRAIN
PROPOSED 6" YARD DRAIN
TYPE G-1 STORM DRAIN CATCH BAS/N D-08
------
[X<J
· ., i 00
·-100---
------..,,/
(FS 35.5)
FG 35.5 ==t:=Y= --Y--T -
~-I~==·==
¢::J
-=:)= -
□ (LOTS 1,2,3,4,5,6,9&10} (LOTS 7&8 PART OF 496-6}
TYPE F STORM DRAIN CA fCH BASIN
(LOTS 1)
PROPOSED RETAINING WALL
EXISTING EASEMENT
D-07
(WITH CALLOUT -SEE SHEET 3 FOR NOftS}
PROPOSED FENCE
LIM/ TS OF WORK
RIPRAP ENERGY DISS/PA.TOR MO()IFIED D-40
(J'WXJ'WX12"D} W/#2 BACKING
--x--x-
~
NOTE: PEVELOPE" Si,tAU. UJMPLY \YIT'I-I M!TlC,ATIOH MEA'>t!R'ES . ' ' , ,, '
CO Miki N~D IN PLA-NNINC~ 1'!!SQL,.tft'UJ~ NO.7127,
420 LF
2J5 LF
1, /JO LF
31 EA
8 £A
1 EA
2,246 SF
23 EA
'-''
WATER ME:TER r;v~ ALL STANDARD DRAWINGS ARE:.SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD} UNL':SS NOTED OTHERWISE:
• CITY OF CARLSBAD STANDARD
FIF/t H YDRAN r
S!REET L/GH!
ENHANCED PA VEMEN r
AC PAVEMENT/AGGREGATE BASE
AC SPl!LWAY
CURB AND CUTTER
6" PCC CU!?U
TYPE "A" AC BERM
RESIDENTl/,L PCC DR!VEWA YS
►•◄ ~
i'.1' 1';1;1';15]
I
•• CARLSBAD MUINIC/PAL WA/ER DISTRICT STANDARD DRAWING
••• SDRSD AS MODIFIED BY CITY OF CARLSBAD
ASSESSOR'S PARCEL NUIIBER
156-220-02
PROJECT ADDRESS
1833 BU£NA VISTA WAY
CARLSBAD, CA 92008
RCE Z<i>7,7 I
BU[L T"
MILES BUENA VISTA
DATE
METHODS FROM INFORMATION GATHERED ON JULY 29 , 201.1 BY INLAND AERIAL SURVEYS, 'INC
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
STORMWA TER REQUIREMENTS THAT APPLY:
□ STANDARD STORMWATER REQUIREMENTS
C8:j PRIORITY PROJECT REQUIREMENTS
~ YES (SEE SWQMP FOR DOCUMENTATION)
□ NO
l--"--l--"--+-----------------1---+--+--'---+----I
(ROBERT MILES SUBDIVISION)
<L 20iC.•<"JOl1 TITLE SHEET __ PUD 14-06
APPROVE:D: JASON s?{f ~~;7 · 1833 BUENA VISTA WAY, CARLSBAD, CA 90228
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMB£R(S)
156-220-02
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 2()06901 . E 6229688
TYPE
BIO-FILTRATION
BASIN
I :1: '------'-'-"
DESCRIPTION OlfNERSllIP MAINTENANCE
AGREEMENT
BIO-FILTRATION HOME OWNERS BMP MAINTENANCE
BASIN ASSOOIA T/ON AGRE£MENT
' ' I •
SHEET NO.
4
MAINTENANCE
FREQUENCY
1) Bl ANNUALLY
2) BEFORE/AFTER
MAJOR RAINFALL
,--,.,,c-,-,--t-=-,,--+"---c-=-----=-c,------------1---+--+--·-·~-+"------··~-~c:=.1TY~E:;:NG;:"1N=E=E=·:;:;:::=R~CE=s=3=9:1~2=·~!<'.J·==Ex;P;1R~Es;;9;_3--=o~;,a:=:··=•=A=TE=· =-~-
/-J/-Z6 ~fl A~ /f4'1LT5 --------DWN BY: AV PROJECT N), I DRA~NG NO, '
DA TE INITIAL DA TE •INITIAL DA TE INITIAL CHKD-s· y ~ ca. ·
---REVISION DESCRIPTION -----R-VWD-.8-y:, -17'~~-CT 14-04 . DWG 496-SA ; ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL -!J' .
-
I' Ii _;I
' '
, ., I
' '
, ' I.
' i
..
l I ,
' ' ;. ; ~
'
'~'
I
2
(j)
2
C s
Rl ]J
~ ~ ~
2
C s
OJ m JJ
\
l
__ /'
I
I
I ,
i'
! i
I
·,.' I
'
l
"
• I
. ' I
I.
I
I
,i
11
' i
' . '
• I
2· WIDt CURB oPtNS AS
SHOViN QN PLANS
B/QFILTRA T!ON ·
BASIN
,--. -· '
6' PENQf. SEE LANDSCAPE-
PLANS FOR FENCE DETAILS
. LOT 4
189.8 P.E.
EXIST.
R/W
PROPOSED 4• AC PV!,IT OV£R , .. ,-·
4• AB (ACTUAL S71?UCTIJRAL .'.. ·.
SECTION TO 8£ D£TERMINE:D BY
R-VALUf TfST. SEE STRIET NOTE
1 ON OWG 496-9 CO\'f:R SHEET)
~ ---
TYPICAL SECTION
.PRIVATE DRIVEWAY
LOTS
30'
NOT TO SCALE
VARIES
11'-14'
60'
JO'
14' . 16'
.. -
EXIST.
R/W
---.-" 6' W1i5t MlANDERING p1;c
$/OfWALk. SEE LANQSCAPt
PLANS FOR COLOR/T£XTUR£,
2% ~ -~-• ;;t:f1Yr~
· 2!!' OtS/GN SPE:C!F/CA TIONS AND
'-· SHALL B£ TO TH£ SATISFACTION
OF TH£ CITY £NGINf:tR •
AC PVMT
,SAWCUT AND
JOIN .£XISTING
-PROP.
1--AC BERM
TYPICAL SECTION
,BUENA VISTA WAY
SAWCUT & Rf.PLACE WITH 3• AC PAVEMENT
OV£R 7.5" CL II AB. ( ACTUAL DEPTH TO BE
0£1F:RMIN£0 BY R-VALU£ !£ST, SEE STREET
NOT£ 1 ON DWG 496-9 COVf:R SHEET)
PROP
R/w
PER DWG. 496-6
NOT TO SCALE
JO'
20'
EXIST. E:XIST.
30'
20' 10·
AC BERM
· PROP. CURB
, & GUTTER
2% -...... -
R W
12'-.-~
·. . 11'-···--<
2%_--.. z-rr..z=
5'
--~F~~~l-
. ,Pi?OPosio s•-_,
NON-CONTIGUOUS
$/DEWALK
SAWCUT & RV,LACE WITH 4• AC PA'@l[NT
0\/E'R 7.f!" CL II AfJ. {ACTUAL DEPTH TO £/£
DETERMlf'![D BY R-VALUE TEST. SE[
STR£E:T NOTE: 1 ON DWG 496-9 COVER
SHEET)
PROP,
R/W
VARIES
EXISTING
WCUT AND JOIN £X!STING AC PVMT
TYPICAL SECTION
MCCAULEYLANE
PER DWG, 496,6
NOT TO SCALE
.•VARIES
VARIES ---------
10' vARits'
. XI T.
10·
5'
EX/ST.
R/W
W10£ SID£WALK
EXIST.
R/W
£X/ST. Rrr==
PROP. CURB AC BERM\ r--12• EXIST. CURB -
:>i·C-:~""'.GU::-... ,..,T~,;..-~_,;..: -~ A 2% 11' ---& GUTT£R ~ ----.V
'"PROPOSE 5'--. : . ~T.Z-.L 2-7_r__r_;=~~¼~i~-·~~5,
NON-C~1Z%fJ -16 sAwcuT AND JOIN £xIsT1NG f//f!};T WIDE s1DEWALK
SA~UT ~ R£PLACE 'WIT/I 4• AC PAvfMENT-
QV£R 7.5" CL II AB. (ACTUAL DEPTH TO BE
OETE:RMINED BY R-VALUE TEST, ~
SfflEET NOT£ 1 ON DWG 496-9 COvfR
SHEET)
CUL DE SAC SECTION
MCCAULEY LANE
PER DWO. 496-6
NOT TO SCALE
....... ,...;.._.=
__ '_"_,~-.
....,.._,,-.-c--==----=-----~~C'---.--=--,---,~-= ~ -
A •
c-w w
f.'=
(/)
0G ____ _ -B
,-'•• . -, .. , . -•'
D
LOT 5
I ,-
1
\
I
D -""
D
:f·•·:
... •_ . :,
----: ,~. . . . . . •·•· .-· ..
BASIN 9
ABBREVIATIONS
. ----~-· -
-,/,. / -----------:·>
AC
BC
BVC
BW
C&G
CB
CDS
CL co
CR
DC
EC
EP
£VC
FFC
FF
FL
FG
GB
HP --· . _ __.,-?/ EASEMENT DESCRIPTIONS
-~,,,_~.::--:_,·_··· . :./ ... (]) -GENERAL UTILITY AND ACCESS EASEMENT (WIDTH VARIES) AS
~~"-'-· ' •f):_ -SHOWN ON FM 14-04.
• f?--25.00' WID£ PUBc/C WATER £AS£M£NT TO THE CARLSBAD MUNICIPAL
' ._. ~ ~ WATER DISTRICT AS SHOWN ON FM 14-04. . { -, · >' (J) -PUBLIC STR£ET AND PUBLIC UTILITY EASEM£NT (WIDTH VARIES) .J"<: •·.· AS SHOWN ON FM 14-04.
: I>-.:'.<. •··•-·· @ -30.00' WIDE PUBc/C STR££T AND PUBLIC UTILITY £AS£MENT ~ ;si:;,:". . AS SHOWN ON Fvf 14-04.
~. ~-.iJ@ -10,00' WID£ COVEN/WT OF PRIVATE_DRAINAGE EASEMENT FOR THE BENEFIT
• I >-.. :.<'.)! OF LOTS 5 AND 8 AS SHOWN ON FM 14-04 .
' ~· (l /; @ -5.00' W/D£ COVENAIIT OF PR/VAT£ ORA/NAG£ £AS£MENT FOR THE BENEFIT
·. :;:::j?° . !('1 OF LOTS 10 AS SHOWN ON FM 14-04.
ASPHALT CONCRETE
BEGIN CURVE
BEGIN VERTICAL CURVE
BOTTOM OF WALL
CURB AND GUTTER
CATCH BASIN
CUL-D£-SAC
C£NTERLJN£
CL£ANOUT
CURB R£TURN
0£PR£SS£D CURB
END CURVE
£DC£ OF PAVEMENT
£ND VERTICAL CURVE
FRONT FACE OF CURB
FINISHED FLOOR
FLOWLINE
FINISHED GRADE
GRADE BR£AK
HIGH POINT
LOT LOT SIZE SF
1 9,500
2 9,500
J 9,500
4 10,163
5 15,527
6 10,236
7 10,337
B 70,543
LOT
WIDTH
80
80
80
71.7
95.5
72
78.8
85 ~-· i ~ _ (J) -CENTERLINE OF SAN DIEGO GAS AND £LECTRIC £ASEM£NT R£CORD£D · '.· · ·-,, ·. l ON JANUARY 21, 1937 IN BOOK 617, PAGE 78 OF OFFICIAL RECORDS. 9 9,622 75
/0 9,958 70
IE
LT
MH
NTS
PCC
PE
PRC
RCP
RT
RW ss
SG
SD
SDRSD
SW
TB
TC
TF
TW
INVERT EUVATION
L£FT
MANHOLE
NOT TO SCALE
POINT OF tOMPOUND CURVE
PAD £L£VJTION
POINT OF ,EVERS£ CURVE
RE!NFORCE'J CONCR£T£ PIPE
RIGHT
R!GHT-OF·WA Y
SANITARY SEWER
SUB GRAD,
STORM DRMN
SAN DIEGO AREA REGIONAL
STANDARD DRAWING
SIDEWALK
TOP OF BiRM
TOP OF C~RB
TOP OF FOO TING
TOP OF 11-!\LL
LOT SETBACK TABLE
M!N!NUM SETBACKS US£
FRONT INT. SIDE. STREET SIDE REAR
20 8 NIA 16 RESIDENTIAL
20 8 NIA 16 "
20 8 10' 16 "
20 7.2 NIA 14,I "
20 9,5 NIA 19 "
20 7.2 NIA 14,f "
20 7.9 NIA 15,l .
20 8.5 NIA 17 "
20 7.5 N/A 15 "
20 7 N/._A 14 • "'= .. '_,·._ [1 ~/lcL \ (No WIDTH oN RtcoRD).
--,,,'<-i-K 11-~ ® -COVENANT OF PR/VAT£ EAS£MENT OVER PORTIONS OF LOTS I, 5, 7,
11 22, 088 TOTAL SF
L.La--',,,rlrt::I . ' ~, 11 • 8, AND 10 FOR rHE BENEFIT OF HOA FOR THE MAINTENANCE OF -CHI : , ' '. , ;--SLOPE, BROW D/fCH, AND STORM DRAIN FAC/LIT/£S AS SHOWN ON
11 10,931 NIA NIA NIA NIA NIA PVT. STR££
II II, 157 N/A N/A N/A NIA NIA OP£N SPACL
k,-..-..-"--tj~::J~::::~~::'.I'..1J, J , _ _ • ·.·· · .• !\ FM 14-04,
-----~--~:~~-•\-~---~~ ····•·.y'-~·~ ··~:-~-~ •·~==-, =~,~=~-=~,--~-# /t "-:r rJ:
NOTES
-:-·,::.:,-·. -:.-·.:::_;:::·
MAX. ~/-?:.
KEY MAP
..
SECTION A-A
PLAN
40'
SCALE: 1" = 40'
tOR SE18/lcK .
3£E SHT. 1
1), DRAINAGE SHALL BE CONDUCTED TO STREET AS SURFACE FLOW
WHENEVER POSSIBLE.
2). NON-EROSIVE DRAINAGE SURFACE REQUIRED v.HERE flOW IS
COLLECTED.
3). FINISH GRADING SHALL PROVIDE A MINIMUM POSl11VE DRAINAGE OF
2% TO SWALE 5' AWAY FROM THE BUILDING UNLESS SPECIFICALLY
APPROVED OlHER'MSE BY THE CITY ENGINEER.(SEE SHEET 2)
4). DRIVEWAYS BETWEEN 14% AND 20% MUS1 RECEIVE SPEaAL
APPROVAL OF THE CITY ENGINEER. SUBMIT ENGINEERED PROFILE
AND LETTER OF REQUEST TO Tl-lE ENGINEERING DEPARTMENT.
160'
SHEET 1 OF 2
LIMITS OF WORK
6' WEW FENCE. SE£ LANDSCAPE
PLANS FOR FENCE DETAILS
BIO FILTRATION
BASIN
TYPE G-1 CATCH BASIN WITH--~--
PARKWA Y DRAIN GRATE,
R£STRICTOR PLAT£ TO LIMIT
FLOW FROM V2 STORAGE AREA
AND 1.0" DOM/ DRAIN HOL£.
APN
156-220-01
D-75 BROW DITCH ~
20'
PAD c-2: 1 MAX
2: 1 MAX
ROW
4" PVC STORM DRAIN PIPE
SBCTIONC-C
LOTS9/10
NOT TO SCALE
TREE REMOVAL NOTE PER CONDITION #15
OUTFLOW TO D-27
UNDERDRAIN TO
McCAULEY LANE
PRIOR TO TH£ R£MOVAL OR DAMAGE: OF ANY ACT/\/£ NE:STS OR ANY TR[E PRUNING OR REMOVAL OPERATIONS
DURING THE PRIME NESTING SEASON, THAT BEING FROM MARCH 15 TO AIA Y 30, A CERTIFIED BIOLOGIST SHALL
SURVEY THE TREES TO DETERMINE IF THERE ARE ANY ACT!\/£ NESTS WI/HIN 500 FEET OF THE ARE:A OF TREE
REMOVAL OR PRUNING, IF ANY ACT/\/£ N£STS AR£ LOCATED WITHIN 50(, FEET, NO TR££ PRUNING OR REMOVAL
OPERATIONS CAN OCCUR UNTIL THE NESTS AR£ VACA T£D OR UNTIL THE £NO OF THE PRIM£ BRffDING SfASON,
'M!ICHEVER OCCURS LATER.
IN ADDITION, PRIOR TO ANY TREE REMOVAL OR PRUNING OPERA T!ONS PeoPOSfD OUTSIDE OF THE PRIME
NESTING SEASON BUT WITHIN THE PE:RIOD OF F£BRUARY 15 TO AUGUST 31, A CONF/RMA T!ON IS REQUIRE:D
FROM A CERTIFIED BIOLOGIST THAT NO DISTURBANCE TO ACT/\/£ NESTS OR NESTING ACT/WT/ES WOULD OCCUR.
DOCUMENTATION FROM THE CERTIFIED BIOLOGIST CONS/ST£NT WITH THOS:: R£QUIR£MfNTS SHALL BE SUBMITTED
TO TH£ CITY PLANNER FOR R£V/£W ANO APPROVAL.
bl-lA,lnc. WDID No. 9 37C377749
LOT 1
PAO tL: 193.5 ---------------------
NOT TO SCALE
NOTc:
RETAINING WALL
PER SDRSD C-2 -----.-a
LOT 10
PAD EL: 199.0 -------------------·-
FOR SEWER, WATER AND
S7REET IMPROVEMENTS S£E
DWG NO. 496-6
I LOT LINE-,
I
1.0' BENCH · I
2: 1 0. 1' -.5'
MAX SLOPE
PAD-194.1
SECTIONB-B
NOT TO SCALE
6' FENCE. 5££ LANDSCAPE
PLANS FOR F£NC£ D£TAIL,
FENCE POST
SET IN PCC
LOT 9
PAD EL: 2011
SECTIOND-D
LOTS9/10
INSPECTOR
NOT TO SCALE:
"AS BU:L T 11
1-11 -Z,o
DATE
land p!Onnlng, cMI engineering, surve}'ll1g_
5115 AVENIDA ENCINAS
SUITE "L"
f SH2E:ET.I CITY OF CARLSBAD f SHEETS'
a.;R,;,;;E.;.V,+,,:A;.;PP.;.R:,;;.OV,;,;;E;;;.D+D.;.A.;.TE+----C-IT_Y ..... O_,F ..... C_A_R_LS_B_AD _____ -t /2 t:.... d2....;._ 6_04
CARLSBAD, CA, 92008-4387
(760) 931-8700 --;;~:::::::-
f-----1---1-----------------1---t----!J-----+---t ENGINEERING DEPARTNE:_NJ ____ 4 . 1----~~~+--1---------------,-~~~-t-~~----,·1---+----t
1----1--+--------·------·---·-··---·---·--·-· --+--·-----·1-·----·· -···+----·.-+~-t GRADING PLANS FOR:
TYPICAL FINISHED qrr ENGINEER DAIT !ESSJ. :V-0 -
LOT GRADING RONALD
<» HOLLOlrA I NO. 29271
* ~~ C'JVI\, -e OF CA\;
RONALD L. HOLLOWAY DATE
. ,,RC£ 29271
I I ,
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
1: I' I~'' I II 1 I' I I
DA TE INITIAL
CITY APPROVAL
DWN BY: -~Y -I OHl<:D ElY: c,_ ' fil!Y/D BY:(fA
I I
PROJECT N).
CT 14-04
I DRAWING NO.
DWG 496-6A
' '
I
i ,... _
:··7 -_, I
r I ·1
091117
'C
lJ §
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A'!EXISTING BUILDING /.c / REMOVED PER ----__ ;;:7----CR820J7-0768
EXIST/NC GROWING BED
AREAS ro__[j_E REMOVED --------
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EXISTING ACCESS DRIVEWAY
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APN
'156-220-42
DATE
,-
I I
11----------------------1 REVIEV't, BY•,1L__ a-~~ . ' I
INSPECTOR DATE
------EXISTING K£NTIA PALM TREES TO BE
REMOVED OR RELOCA T£D AR£ 6" DIA AND
15' TALL.
bl-lA,lnc.
land planning, cMI engineering, suiveylng -~t-----+----===----------+~---+---+----,--aaa~I SH3EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPART~ENT ~~-=;;;-;=:;--~--~-~--=·-·=--.=:--=.· -=·-c::;;:::-::;:::-:::::==!a!:::::::::===:
P£ST/CIDE IMPACT AREAS (WITH SAMPLING BORING NUMBERS).
LIMITS OF REMOVAL TO BE 5'x5'X7' DEEP PER REPORT NO.
09996-06-01 PREPARED BY GEOCON INC.
------------
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA, 92008-4387
(760) 931-8700
ENGINEER OF WORK
RONALD L. ROILOlrAY
NO. 29271
l'/Vl\, ' ,-,,-?.,, R.J.I _1_, As eu1crs ________ _
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
GRADING PLANS FOR:
MILES BUENA VISTA
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL CT 14-04 DWG 496-6A
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.:-: •-~ _,;h -• ,Ss,••·-~'t'.'-...,;:,::.C:"-..L:i=W•. "." ::z.:.w,,~.-2:~~~.~ $~'-::;~,••;=~-.,.,. ,, .1~t. . . ~ · m:ee c;,*'"""'-&~ _
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FJID-FIL 7RA TION
BIO-FIL TRA Tl.ON
-"
8/0-,FIL 'fRA 110N ----
~,...._--=-.,.~
IIASIN # REQUII® Pl«)VIDED OWNERSHIP
1 175 S.F, 175 S.F, HOA
170 S.F. : 170 $.F. HOA
3 390 S.F. ' 390 S.F. HOA
BID-FILTRATION 4 , 381 S.F. 381 S.F. HOA
ii\ 810-fll. TRA T/QN ii 250 Sf 250 S.F._ _ HOA
!LI 810-•FIL TRA T/ON $ • 381 S.F. 381 S.F. HOA 1 ii■ -'li/--10--· -~Fl_;.L_;TR,:..A_;11_;QN:_c_· ~~7 ~¾a, _;20""2-aCCS.-F-. -2=02---$-.F-.-e------H-O_A_
11 BIO-FILTRATION 8 178 S.F. 178 S.F. HOA
· li/10-Fl.L Tl/A TION
i;i f/10-,F/l,TFA TION
9 200 S.F. ! 200 S.F. HOA
I - -~~ -185 S.F. 185 S.F. HOA
24•~24• BROOKS -
PCC CATCH BASIN W/
GRATED INL,Et I
IMPffiMEABL[ LJNEiP-;;L l.4'
ON ALL SiDES. PER
SOILS REPORT----:---.j
~I~ ~OIJ~n.~E:T~~~_j;!1~ -QUT§._ow ---
RESTRICTER PLATE WITH
·oRIFICE, D, SE£ BMP
DIMENSIONS, THIS SHEET
'ENGINEERED SOIL MIX SHALL PROVIDE A l,f/NIMUM SUSTAINED
INFILTRATION RA TE or s· /HR, MIX SHALL l!/£ SAND y LOAM TOP SOIL
CONSIS11NG OF 50% SAND, JO% PLANTING SOIL, 20% SHREDDED
HARDWOOD MULCH.
-_ ~18" DEPTl-1 OF J/4" CRUSHED
_ -------1.aROCK FOR V2 STORAGE
6' PERFORATED PVC PIPE
PLACE PIPE WITH PERFORATIONS
3• ABOVE TIIE INVERT OF THE E/ASIN
BIOFILTRATION BASIN OUTLET DETAIL -----.. . ----- -
NOT TO SCALE
RESTR/CTOR PLATE ---ll,1 6" PERFORATED
ORIFICE D ~ PVC PIPE ' -· ,
1/4" GALVANIZED STEEL
PLATE
6" PVC PERFORATED PIP£-c-,--J
ORIFICE, 0, SEE
BMP DIMENSIONS:
THIS SHEET •
4
3/B"x16' STAINLESS
ANCHOR BOLTS Wl1H WING
TYPE: NUTS (TYP.)
NOTE-ORIFICE PLATE
ANO FLANGE: CONNEC110N
TO CONCRETE SHALL BE
Fl TTED W/7H JO
DUROMETER NEOPRENE
RING.
RESTRittOR PLATE DETAIL
NOT TO SCALE:
--------
Basin 8 178 18 18
Basin 9 100 18 18
Basin 10 185 18 18
bkAlnc.
k:Jnd planning, cMI englneenng, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
ENGINEER OF WORK
£ 29271
-
RONALD .
HOU.011'AY
NO. 29271
OJvl\.
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--~ --=-------_;,,-;;-~-=-=-
1.0 10 1.4 - -----------------
1.0 10 1.4
1.5 10 1.4 ---------------
~=---~
MAP
------=-------. -i
1 PARCEl l~l
( 191. ()_§)
APN
156-220-38
-------·--_ ----.. =
. --.
as4 I 940 I 'II S06
BASIN NOTES/DETAILS:
BASIN 1
189.00 FG, 186.00 SG, 189.83 TG, 18!'.83 IE OUT
BASJ!,/_2
191. 10 FG, 188.10 SG, 191.93 TG, 18733 IE: OUT
BASIN J
184.90 FG, 181.90 SG, 185.73 TG, 17980 IE OUT
BASIN~
185.40 FG, 182.40 SG, 186.23 TG, 18(64 IE OUT
BASIN 5
190.70 FG, 187. 70 SG, 191.53 TG, 18)53 IE OUT
BASIN 6
185.80 FG, 182.80 SG, 186.63 TG, 18100 It OUT
BtlSll'LZ
185.80 FG, 182.80 SG, 186.63 TG, 18100 IE OUT
BASIN B
186.10 FG, 183.10 SG, 187.13 TG, 181.11 IE OUT
BASIN 9
198.30 FG, 195.80 SG, 199.13 TG, 19563 IE OUT
BASIN 10
196.30 FG, 193.80 SG, 197.13 TG, 19363 IE OUT
TOP or GRATf (TC) PAD
BIO FILTRATION
OUTFLOW SEC;ION
NOT TO SCAL£
20' 40'
SCALE: 1"
EASEMENT DESCRIPTIONS
(j) -25.00' WIDE PUBLIC WATER EASEMENT TO
THE CARLSBAD MUNICIPAL W)TER DISTRICT
AS SHOWN ON FM 14-04.
(J) -10.00' WIDE COVENANT OF PRIVA F DRAINAGE
EAS£MENT FOR THE BENEFIT OF LOTS 5 ANO 8
AS SHOWN ON FM 14-04.
Q) -5.00' WIDE COVf:NANT OF PR/VAT[ DRAINAGE
EASEMENT FOR THE BENEFIT OF LOTS 10 AS
SHOWN ON FM 14-04.
60'
-COVENANT OF PRIVATE EAS8/ENT OVER
PORTIONS OF LOTS 1, 5, 7, B, AND 10 FOR
THE BENEFIT OF HOA FOR THE MAINTENANCE
OF SLOPE, BROW DITCH, AND STORM DRAIN
FACILITIES AS SHOWN ON FM 14-04.
NOTES:
DATE
z I "3/to
DATE
l---+--1-----------------~--,--J--+--+--+------I I SH4E:ETI CITY OF CARLSBAD i-SH4EETSI
;;:;;::::;;:;;;;~;::::;~E:::NG~I~N~EE=:R::-I:::N_G=:D::E:::P:::AR=:T:::M::::E:::N=:T==:=~::::::~
GRADING PLANS FOR:
MILES BUENA VISTA
(ROBERT MILES SUBDIVISION)
\t---+---t-----------------t----J---t----r--t ~~~~~17"77=~---------Pl.IQ l1_-:::Q6
APPROVED: JAS)N S./; G~LDERT
----~=~C--L-'-~~--~-~ZIZ.tJ!--l-
CllY ENGINEE RCE 63912 EXPIRES 9 J , 18 1DA TE
--'------
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE
OTHER APPROVAL
INITIAL • g:o si~: __ AY._ -1-PROJECT NO. ,-DRAWING NO.
CITY APPROVAL : [.!R~V~W'!!D~!Bc!Y.:..: ~-~==-~----C_T_1_4_-_o_4----DWG 496-6A
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