HomeMy WebLinkAboutDWG 494-7A; PD 16-15; HARRIS RESIDENCE; 01-10ALL lDEAS DESKiNS_ & ARHAN(IFMFNTS Rf'Plff'SF.NTFD [lf.RYON AKE THE PROPnRTY OF SPEAR /t A ":iSOClATFS CJVlL E\CifNE.LKING & SllALL llE U,%1) FOR nus P.lZOJEC1 ONLY FX('EP'l' Wll'I[ n-H'. WlUCTFI\ l'ER \;l l~SlON OF :>Alf.) FNUJNE!-.R. ANY ( l lAI\( ii~ \[ ·\!JI' HY P-\KI 11-:s (lTHr:R Tl-IA~ :-.All) {;[Vil I· ~(l]NJ-, f-1~ S! IA I .I KCLlFVF CIVLL L:::iGL'.".H'.R 01: KESl'()\:Sll3lLL l'Y fl iR THL:: F"\( '!I.I l Y UR AfTFC'IT[) l'UR I IOl\ lHJ--. 1u-:01:. (_'()N'I !(ACTORS S!-L'\1.1. V lRlrY AI I_ 01:vJE'.\SIONS A\/D CUNUlllON0 !'RJOR lO "[ Ill' S l _\RT ()[i !\.\Y WORK&. SI ]A[,] REPORT.--\.]\ Y [J[,SCltf'.l'A:t\CY TU 'j HF ('IV II. El\( rlNFl-.lt
GRADING NOTES EROSION CONTROL NOTES WUJ<l( TU UL IJU\:F
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF /-/ARRIS AT SHEET INDEX: TH[ GRAD/NG WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL
CARLSBAD MUNICIPAL CODE.) TH£ WORK OF Ti!ESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE 760-930-9966 (PHONE NUMBfR) TIT. E S'IEET GRADING, ORA/NAG[ FACILITIES, EROSION CONTROL fACILITIES, AND PLANTING OF , ~ · AND /RR/GA TION PLANS AND T/-1£ IMPROVEMENT PLANS AS RE OU/RED FOR THIS cc _ . • • _ -, · •••·•••••••••• • ••••••••••••••••••• SHEET 1
1. 7;sCA~tt~ADS~~~:%i?t7Z G~i61ilHffto~NA~7'1 !:.i7ffV~~¥"~} ir:~fVED BY THE CITY WORK IN ACCORDANCE WIT/-/ THE LANDSCAPE MANUAL TIM[ REQUIREMENTS 2. ~~~;11i01;/N~~~1-1:o:~~~:, Ir~~o~"./t:tc%~~£~~~~/;~Lt[ti!Ls MfJfLL A ;t1s16~~Plio ~L GRADING PLAN ................................. SHEET 2 1:i~;1AN~~; 1/'/)~%~~:i~fL AANf! ::t:~Ri;,o~Eo?JR[is-gi1L ;H:JRAfiiGo;L~i.~71/t;~f/Jt:£ G[S~OG!C
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE 30. WHERE AN EXISTING PIP[ LIN[ IS TO BE ABANDONED AS A RESULT OF TH[ SITE AT CONV[N/[NT LOCATIONS n FAG/LITA TE RAPID CONSTRUCTION OF TEMPO,RARY ~l~~Tl~N~;,VPPP .. T·l~LE ... siiEi:i:::::::.:: :: ~~~~i ~ STANDA,ROS, SP[C!FiCAT/ONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PL/INS.
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPi/OVAL, CITY g~Ar:i[r°~~~~iOAhD 1;£pf1~~~ :fH REii:t&~RL :1TiiM;1~1r; F~~;LfF 1!UJLf!J~# DEVICES WHEN RAIN iS EMINENT. / EqOSION CONTROL ............................ SHEET 5 TH[ G,RAD/NG WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH[ FOLLOW/NG
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY ARrAS THE PIP-E "'I' L Bt.-PLUGGED "'/TH. CONCR~T[ OR REMOl~[D AS AP.PRO"[D BY 3. FOR PROJECTS COVERED BY STAT£ SWPPP WDID, IN ACCORDANCE WIT/-/ THE CONSTRUCT/ON EROSION CONTROi_ DfTAILS .............. SHEC:T 6 DOCUMENTS, CURRENT AT THE TIM[ OF CONSTRUCTION, AS D!R[CTED BY Tl-IE CITY [NG/NEER. PERTAIN TO THIS PROJECT. TH£ [NG/NEER IN RESPONSIBLE CHARGE SHALL c '' mL · "'" °'' , ,, ORDER ISSUED BY TH[ CALIFORNIA REGIONAL WATER QUALITY CONCROL BO/,RD, THE -1. CARLSBAD MUNICIPAL CODE
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. THE CITY ENGINEER QUAL/F1£D SWPPP PRACTITIONER (QS,0 ) SHALL UPDATE AND MAINTAIN THE WATER LEGAL DESCRIPTION 2. CITY OF CARLSBAD £NC/NEERING STANDARDS
3. CITY APPROVAL OF PLANS DOES NOT R[L![V[ THE DEVELOPER OR [NGIN[[R-OF-31. TH[ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXIST/NG FACILITIES POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE COND/TiONS OF TH[ PROJECT.
WORK FROM RESPONSIBILITY FOR TH[ CORRECTION OF ERRORS AND OMISSIONS ( ABOVE GROUND AND UNDER GROUND ) W/7:'!/N TH[ PROJECT SITE SUFFICIENTLY TH[ UPDATED VIPC PLAN ANO UPDA TEO SWPPP SHALL B[ KEPT AT TH[ PROJECT SITE AND
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS S/-/ALL BE PROMPTLY AHEAD OF G,RAOING TO PERMIT THE REVISION OF TH[ GRADING PLANS IF IT IS MACE AVAILABLE TO Tl/£ CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE
SUBMITTED TO TH[ CITY [NG/NE[R FOR APPROVAL. FOUND THAT IH[ ACTUAL LOCA noNS ARE !N CONFLICT WITH Tl-IE PROPOSED ORIGINAL APPROVED SWPPP SHALL BE PROVIO[D TO PDDR[SS Si TE CONDITIONS NOT
WORK. ANTIC/PA TED. THE QSP SHALL REPORT BMP O[r!CIENC/[S TO m£ CITY INSPECTOR. TH[
4. A RIGHT-OF-WAY PERMIT FROM TH[ CITY ENGINEER WILL BE R[OUIRED FOR ANY QSP SHALL OBTAIN APPROVAL FROM J:YE QUALIFIED SWPPP D[VELOPE,R ANO THE CITY
WORK IN T/-1[ PUBLIC RIG/-/T OF WAY. PRIOR TO PERMIT ISSUANCE, A 32. TH[ CONTRACTOR Sr/ALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT INSPECTOR REGARDING ANY SIGN'FICANT CHANGES TO BMP D[PLO)?v/ENT.
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORS[UMR[[NT M0UST BEE LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR 4. THE CONTRACTOR SHALL ,RESTORE ALL EROSION CONT,ROL DEVICES TO 'WORKING ORDER
FILED NAMING TliE CITY OF CARLSBAD AS AN ADDITIONAL INS D N TH FAC/1./T/[S AND SHALL COORDINATE THE WORK WITH A COMPANY R[PRESENTAT/V[. TO J:Y[ SATISFACTION OF THE CIT'( ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 6~~,t~:~~'gE ~fL[fla1Lj~y Tfi£ 1t~~~Xic[ Aigi;:NYOF wRf;;igos~iooP00g~ i~~1 UNDERGROUND SERVICE ALERT (800)422-4133 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY Bt
"" . ,; ,, OR BETTER AND A Sil[ CATEGORY OF CLASS VI' SOC&[ (800)411-7343 REQUIRED BY TH[ CITY [NGiNE[R DUE TO UNCOMPLETED G,RAO/NG OPERATIONS OR
HAVE A RATING OF A-. ' AT&T (800)892-0123 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
OR BETTER AS [STAB! 15/-1[0 BY "BESTS" KEY RATING GUIDE. TIME WARNER CABLE (760)438-7741 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAK[ NECESSARY PRECAUTIONS TO
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE B[[N OBTAINED FROM COX COMMUN/CA TiONS (619)262-1122 PRCVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS C,R[ATE A
THE CITY AND OTHER APPROPRIATE AGENCIES. CITY OF CARLSBAO(STRE[TS & STORM DRAIN) (760)434-2980 HAZARDOUS CCND!T/ON.
1. APPROVAL OF JH[S[ PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY "CITY OF CARLSBAD(SEWE,R, WA T[R & RECLAIMED WATER) (760)438-2722 7. ALL [ROS/ON CONcROL MEASURES PROV!D[D PER. THE APPROVED SWPPP AND/OR
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION 'SAN D/EGU/TO WATER DISTRICT (760)633-2650 EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
HAS B[[N OBJA/N[D AND A VALID GRADING PERMIT HAS BEEN ISSUED. 'L[UCADIA WASTEWATER DISTRICT (75 o)753-oiss B GRADED AREAS AROUND TH[ PROJECT PERIMETER MUST DRAIN AWAY FROM THE FAG[ OF
8. NO REVISIONS WILi_ 8[ MADE TO THESE PLANS 'WITHOUT THE WRITTEN APPROVAL
OF TH[ CITY ENGINEER, NOTED VI/THIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEFT OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME T/-1[ PROPERTY OF THE CITY UPON BEING
SIGNED BY THE Cl TY ENGINEER
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE [NGIN[ER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH[
CITY.
11. ACCESS FOR FIRE ANO OTHER EMERGENCY V[HICLFS SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING.CONSTRUCT/ON.
12. WH[R[ TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS RE.PORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACJJON
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL [NG/NEER OF T/-1[ STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT v~LL BE SUBMITTED TO THE CITY [NG/NEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
AD/-/ER[NCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8[ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF TH[
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SO/LS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA TIONS AND Tr![
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FlfLD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSIRUCTIOtL. ME£7LNG_ SHALL BE HELD. AT THE SITE PBHJB_/ll__JH[
BFGINNING OF WORK AND ~HAIi BF ATTENDFD BY Al I RFPRFSENTA TIVFS
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASP[CTS or TH[ WORK. TH[ CONTRACTOR SHA/.L REQUEST A PR[CONSTRUCTION
MEETING BY CALLING JHE INSPECTION LINE AT (760) 438-3891 AT LFAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCI/ON. THE CONTRACTOR WILL THEN BE
CONTACTED BY TH[ PROJECT INSPECTOR TO COORDINATE A DA/[ AND TIM[ FOR Tl-IE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST B[ AVAILABLE PRIOR TO
SC/-IEDULING. Tl/[ GRAD/NG P[RMIT WILL BE PROVIDED BY Tl/£ PROJECT INSPECTOR
AT THE MEETING.
15. Al I. !NSPf.CTION REOUFSTS OTHER THAN FOR PRECONSTRUCTION~_M[ETl/'1I;_WILL f!.E
MADE RY CAI /ING TT-IF fNGINFfRING 24-HQIIR INSPECTION REQIIE5I I INF AT
(760) 438-3891. _INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE TH[ INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. Tl/[ OWNER AND/OR APPLICANT THROUGH TH[ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND Sr/ALL 8[ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.
17. TH[ CONTRACTOR SHALL CONFORM TO LABOR COD[ SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO TH[ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAO[
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING Tri[
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIP[ INSTALLATION
THERFIN. THIS PLAN MUST B[ PREPARED FOR AIL TRENCHES FIV[ PEET (5') OR
MORE IN DEPTH AND APPROVED BY TH[ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TH[ PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLIS/-1£0 BY Tl-IE CONSTRUCJ/ON SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE COOt.~ THE PLAN SHALL Bf. PREPARED BY A
R[G/STERW ENGINEER AT .TH[ CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DUR/NC CONSTRUCTION, [)PERA TIONS 'MLL CtA;i[ /MMCQIATEL Y, ANO Tl-IE
PERM/TT[[ WILL NOTIFY TH[ CITY tNG/N[ER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT[[ HAS RECEIVED WRITTEN AUT/-IORITY FROM Tri[ CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, D[PARTURF OR OPERATION OF TRUCKS,
EARIHM0\1/NG EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OJH[R ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO TH[ PERIOD BETWEEN 7: 00 A.M. ANO
6: 00 P.M. EAC/-1 DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL B[ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT TH[ [NGINEIRING DEPARTMENT COUNTER.)
21. ALL OFF-SIT£ HAUL ROUTES SHALL 8[ SUBMITTED BY TH[ CONTRACTOR TO THE
CITY ENGINEER FOR APPfiOVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATER/AL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY [NG/NEER. /HE CONTHACTOR.
SNALL B[ RESPONSIBLE FOR ANY DEBRIS OR DA.MMJE 0(.QJBFIING ALQNG T/-1[ /-/AUL
ROUTES OR ADJACENT STREETS AS A RESULT OF TH[ GRADING OPERATION.
23. BRUSH SHALL 8£ REMOVED ONLY WIT/-1/N TH[ AREA TO 8[ GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
'VALL[C/TOS WATER DISTRICT (760)744-0460 · 'OLIVENHAIN WATER DISTRICT (760)753 _6466 SLOPE AT THE CCNCLUS10N OF EACH WORK!I/G DAY.
'BUENA SANITATION DISTRICT (760)726-1340 x1330 9. ALL ,REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
*AS APPROPRIATE WORKING DAY WHEN 7:YE FIVE (5) DAY ,RAIN PROBABILITY FORECAST [XC[[OS FORTY
PERCENT ( 40%) SILT ANO OTH[R DEBRIS SHALL BE REMOVED AFTER EAC/-1 RAINFALL.
33. PERMIT COMPLIANCE R[QU/R[M[NTS: JO. ALL GRAVEL BAGS SHALL BE BURLAP TYP[ WITH 3/4 1NCH MiNIMUM AGGREGRA ff.
A. FSOORILSC01\['cNRGOINLEL[[DR GRAA'?DJNPOR-GTHE[OLOAGP/SPTLIC¢oNT G/Hl[R[ST[CAHNC//C~AILL ENAGD/NVECE[R, 11. SHOULD GERMINATION OF HYDROS[[D[D SLOPES FAIL TO PRCV/0[ EFFECTIVE CO'IER/,G[
, " I' ' V '' 1 ' OF G,RADEO SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, TH[ SLOPES SHALL B[
OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16 120 A.8} STABILIZED BY PUNCH SJRAW INSTALLED IN ACCORDANCE WIT/-/ SECTION 35.023 or TH[
CARLSBAD MUNICIPAL CODE. [ROS/ON AND SEDIMENT CON1ROL HANDBOOK or TH[ DEPARTMENT OF CONSER VA 7/0N,
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO TH[ CITY [NG/N[[R VIA TH[
PROJECT INSPECTOR /15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE.. ALL [ROS/ON CONTROL, SLOPE PLANTING
AND /RR/GA TION AR[ INS7ALL£D IN CONFORMANCE WITH CITY
COD[ ANO THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER PROM CITY ENGINEER/NG DEPARTMENT).
(2) AS· BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, VIHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STA TEM[NT AS TO
TH[ EXPANSIVE QUALITY OF THE SOIL, AND SUMMAR/ES OF
FIELD AND LABOR A TORY TESTS. TH[ REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
R[COMMENDA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUt°PL[MENTS THERETO
( 4) REPORT WITH AS-BUILJ GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON[ (1)
YEAR AFTER THE CITY [NG/N[[R'S APPROVAL, T/-/[S[ PLANS MAY 8[ REQUIRED
TO BE RESUBMITTED FO,R PLANCH[CK. PLANCHECK FEES WILL 8£ REQUIRED FOR
ANY SUCH RECHECK.
35. IN ACCORDANCE WITH TH[ CITY STORM WATER STANDAIWS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE oo~~STR[AM. STENCILS SHALL BE ADD[D TO THE
SA T/SFACTION OF THE CITY ENGINEER.
"D[CLARA TION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EX[RC/S[D RESPONSIBLE CHARGE OVER TH[ DESIGN OF TH[ PROJECT AS DEF/N[D
IN SECTION 6703 or TH[ BUSINESS AND PROFESSIONS CODE, AND THAT TH[ DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT TH[ CHECK or PROJECT DRAWINGS AND SPECIFICATIONS
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WO,RK,
R[SPONSIBILIT!fS FOR PROJECT DESIGN.
Fl.RM: SPEAR & ASSOC/A TES, INC. ~--=c-------ADDR[SS: 475 PRODUCTION STREET
CITY, STA TE: SAN MARCOS, CA
BY THE
OF MY
TEL[PHON[: (760) 736-2040
BY: ,~:-,
DANNY ABADA
DA TE: _/-+I )_36_/4~1/(o~---
R.C.£. NO.: 45381 .
REGISTRA T/ON EXP/RAT/ON DA TE: _______ 9_-_3_o_-_18_
SOILS [NGIN[ER'S CERT/FICA TE
/, DAN MATH A REGISTERED (CIVIL/
GEOTECHNICAL) E.NG/N[ER OF THE STA 1£ OF CALIFORNIA, PRINC!PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPI ING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MAO[ BY M[ OR UNDER MY DIRECTION BETWEEN THE DA TES OF
--·--4/27 ... ~2016 AND 4/27 , 2016 TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
R[COMM[NDA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
[NG/NEER. /·;c--s,, ..... --------------7 f:/ ~i" · t. 0 I 0/11 ""'· . .c--. ~
I <,~ \. T '< '\ SIGNED: ,..,.,.--lz'+::· \_ . ½\ ----~=~--------~ /<'' ~ 4--'2;1\ '-'--" , ~ -z_-..,
18 c::i No. 2665 ::i:: ~,
;, cc: cu I '·* l?-'31-/ i,i
\<f' <; s" ,,-/ "<" 'Jr:r'r.V.' .::."'/ ,, /f'-=o-:c.i~-':/ ~---...J} _ _r C ~.'i-~\/'./,
GE/PE NO.: __,2""6:,::65,._ _________ _
DA TE: .. .i Z -7 -I b
LICENSE EXP/RATION DAT[: 12/31 /1e
OWNER'S CERT/FICA TE
I ( WE ) H[R[BY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR W/1.L BE RFJAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACT!QN AND STABILITY OF
Tl/IS SIT[. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-
REGULA JEO SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF
TH[ SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER ANO
MUNICIPAL PERMIT, LATEST VERSION.
STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL
PLANTING AND /RR/GA TION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
!NSTALLED AND MAINTAINED AS RE~!J/RED IN SECTION 212 OF TH[ STANDARD
SPEC/FICA T/ONS AND TH[ FOLLOV/1NG:
A. HYDROS[EDING SHALL 8[ APPLIED TO:
I. ALL SLOPES ThA T ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY AR[:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR ST,REET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH[ FOLLOWING CONDITIONS
EXIST:
a. NOT SCH[DUU:O FOR 1MPROVEMENTS(CONSTRUCTION OR GENERAL
/.ANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY T/-/E PARKS AND R[CREA T/ON DIRECTOR AS H/GHL Y
VISIBLE TO THE PUBLIC.
c. HA 'IE ANY SPEC/AL CONDIT/ON /O[NTIF/ED BY THE CITY [NG/NEER
T:YAT WARRANTS 1MMEDiA TE TREATMENT.
B. HYO'IOSE[D[D AREAS SHALL 8[ /RR/GA TED IN ACCORDANCE. WITH TH[ FOLLOWING
CRITERIA:
1. ALL SLOPES THAT AR[ GRAOEO 6: 1 OR STEEPER AND T:YAT ARE:
2.
a. THREE. TO EIGHT FEET iN ,YE/GI-IT SHALL BE /RR/GA TED BY HAND
WA TER!NG FROM CU/CK COUPLE,RS/HOS£ BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREA TfR THAN 8 FEET IN HEIGi-iT SHALL BE WA T[RED BY A
CONVENTIONAL SYSTEM OF LOW PRECIP/TA TION SPRiNXL[R HEADS
PROVIDING 100% COVE.,RAG[.
AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDRCS[EDING. THE DEVELOPER SHALL SUBMIT A P,ROPOS[D
SCHEME TO PROV/OE IR,R/GA TION TO THF CITY ENGINEER. TH[ PROPCSAL SHALL BE
SPECIFIC REGARDING TH[ NUMBERS, TYPES AND COSTS OF T/-1[ ELEMENTS OF T/-1[
TH[ PROPOS[D SYSTEM.
!RR/GA TION SHALL MAINTAIN TH[ MOISTURE L[V[L OF THE SOIL AT TH[ OFT/MUM
L[I/EL FOR THE GRCWT,Y or TH[ HYDROS[[DED GROWTH.
C. HYOROSE£D!NG MIX SHALL CONSIST OF AI..L OF THE. FOi.LOWiNG:
1 SEED MIX SHALL CONSIST OF NO LE.SS THAN:
o. 20 lbs. PER ACR[ OF ROS[ CLOVER
b. 20 lbs. PER ACRE OF ZOR,RO FESCUE
c. .5 lbs. PE.R ACRE OF [ SCHOOL CIA CAL/FORNICA
d. 4 lbs. P[R ACRE OF ACH/LLEA MILL[FOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOL[CA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE. OMITTED ON
LOCATIONS WHERE THE. AREA Bt/NG HYD,ROS[[C[D IS NOT VISIBLE
F,ROM EITHER A PUBLIC STREET O,R RESIDENT/AL STRUCTURES.
h. ITEM a OF T:Y/S SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING FJACffR!A AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROS[EDINC.
,. ALL S[[D MATERIALS SC/ALL BE TRANSPORTfD TO T:Y[ JOBS/ff IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND ACRI CUL TUR[ CERTIFICATION TAG A TT ACHED TC, OR
P,RINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXiC WETTING AGENTS MAY BE ADDED TO TH[
HYDROSEED SLURRY AT TH[ DISCRETION OF T/-1[ CONTRACTOR.
2. TYPE 1 MULCH APP!.IED AT TH£ RI, Tf OF NO LESS THAN 2000 lbs PE.R ACRE.
TYPE 6 IJULCH (ScRAW) MAY 8[ SUBSTITUTED, ALL O,R PART, FOR
HYDRAULICALLY APPUED F/,BER MA TER!Al .. WHEN STRAW IS USED !T MUST BE
ANCHORED TO THE SLOP[ BY MEGHAN/CALLY PUNCH/NG NO LESS THAN 50% OF
7:YE STRAW INTO Tl-If. SOIL.
3. FERTILIZER CONSIST/NS OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15%
SULPi!UR APPL/[D AT T/-i[ RAT£ or 500 lbs. P[R ACRE.
D. AREAS TO BE 1-/YDROSE[D[O SHiLL BE PREPAR[C PR/OR TO HYO,ROS[[D/NG BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA T/ON OF:
a. TRACK WALKING SLOP[S STEEPER THAN 6: 1
b. HAR.ROW!NG AREAS 6: 1 OR FLATT[R THAT A.R[ SUFFICl[NTL Y
FmABL[.
c. RIPPING AREAS T/-/AT WILL NOT 8,REAK UP USING ITEMS a O.R b
ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT IS SU/TABLE FOR PLANTING BY:
a. ADJUSTING TH[ SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TURA TEO SE[O BED.
LOT 57 OF LA COSTA vlEADOWS UNIT # 1, IN THE COUNTY OF
SAN D!EGO, STA~E OF CALIFORNIA, ACCCRD!NG TO THE vlAP
THERC:OF NC. 6800, FILED IN THE OFFICE 0° THE COUN IY
~ECORJER OF S1\ID COUNTY ON DECEMBER 9, 1970.
3. THIS SET OF PLANS
4. RESOLUTION NO._~N~/~A_ DA TED _____ _
5. THE STANDARD SPECIF!CA TIONS FOR PUBLIC WO,RKS CONSTRUCT!ON (GR[[N
BOOK).
PROJECT ADDRESS: EARTHWORK QUANTITIES 6· SOILS REPORT ANO R1:.COMMENDA TiONS BY_ C:J.[., iNC.
DATE:C 5/13/16
2414 U~ICORNIO STREET
CARLSBAD, C.A 92011
DEVELOPER
NAME: JE°F HARRIS
1082 CUT:----==-CY
! 268 CY
186 CY
0 EXPORT:-----"--CY
ADDRESS: 2D55 CORTE DE_ 'WGc\L REMEDIAL:------Q_ CY
. CARLSBAD, CA 92011
CONTACT: .JEFF HAR'l,S OWNER
PHO~E NO: (760) 930-9966
NAME: .JEFF HARRIS REFERENCE DRAWINGS
DWG. NC. 169-7 (TM. 2887-1)
ADDRESS: 2055 CORTE DEL NCC.AL
CARLSBAD, CA 92011
CONTACT: JEFF HN,RIS
BENCH MARK PHONE NO: (760) 930-9966
OESCRIPT!ON: CITY CF CA~LSBAD CONTROL STATION NO. CLSB-·033.
PER RECORD OF SURVEY 1"1AP 1\0. 17271 t,iONU'AE~T
STAM~EC "RCE 9416"
ELEVATION: _4=2=2~. 6~0~1' _______ _
VICINITY MAP
NOT TO SCALE
r.B.M. °C. 1127, G-6
DA TUM: NGVC 29
SITE
I I
'
7.
B.
9.
10.
-----
TH[ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY B[ MODiFl[D BY
TH[ CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERM/7
CATfD t1VA
CONDITIONS
ENI/IRONMENTAL APPROVAL DOCUMENTS DATED -~N~'/~,A~-----
STORM WA IE.R POLLUTION PREVENTION PLAN PREPARED
BY SPEAR & ASSOC/A TES DA TED N /A SW NC._~16~-~2~7~6_
WD/0 NO. 9 375 NIA --=~---------
11. STORM WA TE,R QUALITY MANAGEMENT PLAN SWQMP P/REPARED
BY SPEAR & ASSOCIATES DATED 6/6_16 SWQMP NC. -~N~/A __
12. CALIFORNIA sromv1 WATER DUALITY ASSOCIATION B!v/P CONSTRUCT/ON HANDBOOK AND
CAL TRNIS CONSTRUCTION SITE BMP MANUAL.
lll<:CCJ'.ll'l lUN
PROPERTY 30UND.ARY
STREET CENTE'i_lNE
EXISTING CONTOJRS
LIMITS OF GRAJING
PROPOSED CONTOURS
Dl'ECTION OF DRA:NAGE
EXISTING SEWER Ll~E
EXISTING WATER _INE
EXISTl~G GAS _INE
EXISTING WOOD FENCE
EXISTl~G CHAINLINK FENCE
DR.Al~AG[ EASl IJLNT
EXISTING CONCRETE
EXISTING RIP· RA"
EXISTING 18" RCP
STO,M DRAIN
BUILDING ROOFTOP
0 ROPCSED CONC'iC:TE
i'ER\/IOUS PAVERS
SEGIAENTAL RETAINl~G WAI_L
8" PVC STCR~ DRAIN
6" PVC STORM DRAIN
DRIVEW.AY
PROPOSED S[IIEH LATERAL W/ CLEAN OUT
PROPOSED WATER LATERAL W/ METER
LEGE"JD
DIY(;.Nu.
SCG -161 (SDRSD)
SC-01
WS-01
SY\lllOL
------,_---
c "I c I ,_,--------·_,-----' ,-
,·-·--·---···-·--,
I L _________ _
------------- ---
I
- - --,--
'
-sn-----sn-so-
~ ---SO -sr; -------SD --
L/t-------jl
~. Ll
~----------------------~-------------------
POST-CONSTRUCTION BMP TABLE f--------------------~----------·----------,
STORM WATER REQUIREMENTS THAT APPLY:
TYPE
STANDARD STORMWAT[R,REQUIR£M£NTS
PRIORITY PR.OJ[CT REQUIREMENTS
DESCRIPTION 01INERSIIIP
EXEMPT FROM HYDROMODIFJCA TION?
CK) '/'ES (SE£ SWQMP FOR DOCUMENTATION)
□ NO
MAINTENANCE
AGREEMENT SHEET NO, MAINTENANCE
FREQUENCY
11 AS
f-------+------+----------t-----+-----,~d-UJj---.___)
INSPECTOR
(11,:\:\TITY
2,650 S.F.
1,551 S.F.
1,650 S.F.
185 L.F.
SC L.F.
205 SF.
1 EA.
1 EA.
DATE
10/z.1 /'2.()/q
DATE 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WA T[R IS NOT PERMITTED. ALL [ARTH[N SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SWPPP AND/OR SET OF
[ROS/ON CONTROL PLANS. EROSION CONTROL SI/ALL B[ AS SHOWN AND AS APP,ROVED IIEFF HARRIS
SOURCE OF TOPOGRAPHY
\2.·i· /(p
DATE
b. TH[ ADDITION OF SOIL M4ENDM[NTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROV/0£0 VIABLE CONDITIONS FOR
GROWTH.
£. HYDROS[ED[D AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTf.l UNTIL THE
Tl-IE PRO,![CT IS PE.RMAN[NTL Y LANDSCAPED OR, FOR AREAS WHERE ,YYDROSE[DING IS THE
T/-1[ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
I SHEET] cl'l'Y or· CARLSBAD 1---+--+------------------t---i----t----cf-----j ' L ENGINEERING DE~ARTMENT
··---+----+----+---~--..., ~----
SHEETS
I 0
,---;-·-----,-
BY THE CITY [NG/N[ER OR AS DIRECTED BY THE PROJECT INSPECTOR. t-------
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAD[ TO PRODUCE A UNIFORM TOPOG,~APHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD
SURFACE AND CROSS SECTION. TH[ SITE SHALL BE LEFT IN A NEAT AND SURVEYM[THODS FROM INFORMATION GAT/-IERED ON 04/01 TOTAL LOT AREA ... 53 394 SF
ORDERLY CONDITION. AIL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED 20--1fL BY SPFAR & A550CIAIF5 INC '
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY [NG/NEER. TOTAL 0/STURB[O A,REA = 37 558 SF ------i---· ··· --~·-· ··~----------+-----+---+----+----,
FL\Rh'.TS RF::CI iH I\C~:
iC:: 4 UJ\!COKNJO ~'l'REET
TOPOGRAPHY SHOWN 1-/ER[ON CONFORMS TO NATIONAL MAP · /9Ql)',[SS1c>. PREP/I.RED UNDER THE SUF'E'<VISlm,I OF:'----+----+-------------------+---,-/I TITLE SHEET 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR 1-/YDROS[[DED ACCURACY STANDARDS. (THIS AREA INCLUDES BUT IS NOT LIMITED TC ,,,0 ·.,.-;-;-.,''<,'. r ·--t---+~ ···-· :=~·c.c·-====i''F=t='f=~==================
WITHIN TEN (10) DAYS OF THE TIM[ WHE.N EACH SLOP[ IS BROUGHT TO GRAD[ OFF-SITE WORK INCLUDING PUBLIC IMPROV[MENTS ;<'.\' c:,'i"~i AB_,,a.,, <i 1------+----+--------------------+----,----+---f---~ I, A~PROVcD: /!, .. } /f,~ JASON S. GELDERT
AS SHOWN ON IH[ APPROVED GRADING PLANS. PROJECT LOCATION AND TEMPORARY DISTURBl1NC[ SUCH AS VEH1CLE 1::., :.c\ (,/,.._/ I/J1/V /Z·ZIJ·"L-016 ,
28. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED AND EQUIPMENT STAGING AREAS, CONSTRUCT!ON \' ., 1 .. •.'c'·1
4,·;5\.J\.:J:ft/l *~ ... ··I l·---'="i'J'--------"J__c_-'---~~-=.~f--'--="--1~===~~~~~~~--_ L9lY ENGINEEW RCE 6391P2ROJEC1 NEX0P.IRES 9/30/18 DATE THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) WORKE'I FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY . ,...,.. / r-_=:, , ! . c BY TH[ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR 215 _205 _09 TRENCHES, BACKFILL CUTS ANU SLOPE KEYWAYS) -{J!!'f#'W-----(/1/~i((J! -z... 1%.1<;' f'f::s D /i\ f',E~ol'-D D12-F>,·<v IN,::., ----· .. ---+----+----+---DWN BY: N.JD DRAWING NO. ~ THIS PROJECT, ORA'MNG NO. __ 4.9.4-7L AND/OR AS 0/R[CT[D BY TH[ CITY JATE INITIAL DATE INITIAL DATE INITA_ CHKD BY: e [NG/NEER OR PLANNING DIRECTOR. NTHE198c2AUFORNIA COORDINATE l[N_D_E6_x222.o_F_TH_.ts __ P_Ro_J_£_C_T_1s_:_ TO/AL REPLACED IMPERVIOUS AREA~--·· o SF u_F cu_ CfaNNY AfiADfa. R.C.E. 45381 DATE ENGINEER OF WORK REVISION DESCRIPTION RI/WO GY: zc,~ !1DIC 1:c, 494-7 \ ~ . ,, f7 EXP. 9/30/le or11rn AP"ROVAL · CITY APPROVAL ----· --------2 L----------------------------------===========-== ·===========-_____ _!,T::,0!:_TA:_!L~PR~O~P'.'.:0:::S~E'E_D...:1'!:::M~P~[R'.!_~~i~OU~S~A~R'I.E~A_..::::!B!:;4~3~4~Sf;F:;_~===================================================================================='..J
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STORM DRAIN STENCIL· SD-13
' A,-:-
\ .. \
-'\ --' 'i\' -
SEE CASQA S0-13 FCR MORE INFO
NO SCALE
I i " ' FX.-W'i /FP MFTFH T()
// HE /£!._CC'/\(ED hEHE.
353.10 re
353.20 FS
JOIN EX.
DRIVEWAY
SCALE: 1"=10'
CONSTRUCTION NOTES
(D S4WCUT & REMOVE EXISTING SIDEWALK, CURB & GUTTER.
CONSTRUCT CONCRUE DRl'IEWAY PER SDG-161 (SDRSD).
SEE SAWCUT, GRIND AND OVERLAY DUAIL (PER DUAIL HEREON).
@ CONSTRUCT PERVIOUS PAVERS (PER DUAIL HEREON).
@CONST1WCT 4.5" P.C.C. PAVEMENT OVER 95% COMPACTED SOIL
(PER SOILS ENGINEER).
@INSTALL 6" PVC SOLID STORM DRAIN @ 0.50% MIN (TYP).
@ INSTALL 6" PVC TEE WITH 6" PVC VERTICAL RISER TO FINISHED
SURFACE INSTALL 6" DIA. CATCH BASIN WITH ATRIUM GRATE
/ / '
/ <
/
@SEGMENTAL RETAINING WALL. SEE PAGES 7-10 FOR WALL PLANS & DETAILS
(j) SAWCUT EX. 18" RCP &: INSTAii. TYPF "r" CATCH BASIN
PER D-7 (SDRSD). ADD STORM DRAIN STfNCIL SD-13.
@ DEMOLISH PORTION OF EX. BROWDITCH, WEST OF NEW TYPE "F"
CATCH BASIN.
@ r,10, USEP
@) NOT USl"-P
@INSTALL 6" PVC PERFORATED UNDtRDRAIN.
@ INSTALL 6" PVC lt.£ WITH 6" PVC VE/Ill CAL RISER TO FINISHED
SURFACE INSTALL 6" DIA. CATCH BASIN WITH ATRIUM GRATE
@INSTALL 6" PVC SOLID STORM DRAIN @ 0.50% MIN (TYP).
3 1/3" CONCRETE~~~
COMMERCIAL PERVIOUS
PAVE/IS
1" WASHED CONCRt 1 [ SAND
4" CLASS JI ROAD
B,SE
EASEMENT NOTES:
[!5J EXISTING 10.0' DRAINAGE EASEMENT REC. DECEMBER 9, 1970
PER MAP NO. 6800 OF OFFICIAL RECORDS.
I I
I I I
1.00'
--_µ_, / ~--,---,--,-)...,7"7"C'7 /
/ / / / /A / / ,,
:''/' ,', ',;, / /'
EARTHEN BERM DETAIL
EARTH BERM FOR TOP OF ALL F/LL SLOPES
NOT-TO-SCALE
1 PROFOSED RI/ER ROCK DISSIPATER
\ @ BASIN !Ni.US (PER D-40)
\ -1 DJ,RTHEN SWALE TO
TYPICAL DETAIL &: OUTLET CONNECTION
PER C.'SQA SC-2
NOT-TO-SCALE
FERVIOUS
,./OilVTS-\
-------1 4" MiN
,CURB OR CONCRETE
I EDGE REoT-RAINT
'"",,;:~·~ \r ',, '' '·'/•
\_M;;STURE CONDITION & COMPACT
@ 95% TOP 12" OF NAT/VF
PERVIOUS PAVER SECTION
\ ~ DES!U!NG BASIN
\rr ,,:: M/N.
BASIN SURFACE
EXIST/NG P.C.C, CU/?B7
& GUTTER TO BE \
REPLACED. \
f>,,:.a,~ : ... r.: \
, // ,' .' ,,
,•,• V •,
_1,QQ' I 2.QQ'
1,1/NIMUM Ml/I/MUM
DESILTING
BASIN
7 50 SQUARE FOOT
FS~JOZJO'
-:.Z', SECTION SHALL CONFORM WITH MANUtACTURER'S SAWCUT, GRIND AND OVERLAY@ CURB :::::1
SPECIFICATIONS & GEOT£CHNICAL ENGINEER'S GUTTER & SIDEWALK REPLACEMENT It
PRC:JARED U~IJER THE SUPERVISION OF:
20 10 0
EXIST
HOUSE
' ,,
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'I I
N
20 40
2C/
I
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BUIL T 11 II As
-;C~-f?-/--E-XP-·. _cJ_3o_/~zo
727912364
60
DATE
INSPECTOR
, 0/1-1/Zot',
DATE
CITY OF Cl1.RLSBi\D
ENGINEERING DEJARTMENT
F,\RRT~ RFSTDEKC~
i::111 tKrc:ORNTO STf(fFT
SHEETS
10
APPROVED:
CITY ENGINEE RCE 63912
JASON S. GELDERT
/Z-• 7.,o· Z-1>/ l
EXPIRES 9 30 111 DATE
RECOMMENDATIONS · .p,. z /°/?Y ~~ /f/4.;,,,~ 2 .IS l'i N::.5 i'.-JCc<:>!'.l? v!ZhWING DWN BY: NJD PROJU'T NO DRAWING NO. P-i NOT-TO-SCALE T'(P/CI-L SECT/ON \"4;.. C/y\\~ <,~~'/ -<::t=--1 (;lfJ l\v ITl'L ,A.IE NT ~ . ~ NOT-TO-SCAL[ "c[_c7, :Ac\\';:> DAl,,IY ABADA R.C.E. 45381 DATE E-N~IAN_TEEEcR·o·-FIN_,N_O,~K REVISION r)ESCR/t'TION DATE INITIAL -I I IAL CH~D ~Y: --x-iiliA~-J-'l)lt)-l~l 4SJc.---'7 ~\ ~:L ____________ :_ ____________________________________________________________________ b==;--~~--;-==~===~======~E~X~P~·=9~/~3~-og;~1~a====~;-;;;;;~;~-===================fo~r~HE~R~AP;P~R;o~vA;L~~c~,r~Y~A;P~P~R~ov~A;L~~R~V~N~D~J~Y=:~-~·,µ,,=~~-~==========~====~:!J
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;\],], llWAS, nrsrGNS, & ARRA\"Gl'.r..ffNTS REPR!:Sl·:NTEn HFRI :nN ARE TH],: PROPERTY or SPl·:AR & ASSOC[A l'ES CIVIL LNG!NH:I{!]\(; & SHA! I. HI'. lTSr:D FOR THIS 1-'JWJECT ONLY LXn.1-' r \,VlTH THr: \VRrfTF:\I Pl .R\1\SSION OF SAID ENGl~Ll-'J.! ... ANY CllA:-.J(J[ r,,.t,\DE UY l'ARTl[S OTIJER Tl IA~ SAID CIVIL ENGIN!TR SI [ALI RI TILVI: l 'IVll J:N(;f'\JFFR ()f' RICSPO\ISlRI I ITY FOR TJ-lF 1:Ac lLITY OR ,\ITU"l'f.:l) POR'[ !Oi\ Tl IU{EOF. CO'\J J'RACJ ORS SHi\U VFRll,'Y ALL Dl\lF'.'i\lOJ\iS AND CUl\DITIUNS [lRJOR TO '[Hf: START OF ANY WORK & SIL\Ll, REPORT ANY DlSCREPANCY TO THE CJV[L ENG"JNEER.
PROPOSED GRADING
PROPOSED GRADING
PROPOSED GRADING
352.85 TW
700'
310--------------------------------------------------
~EXISTING GRADE
:r Ji
SECTION A-A
LOOKING NORTH
HORZ. I "=20'
VERT. I "=8'
P~EPARED UNDER THE SUPERVISION OF:
360
11 AS BLJIL T 11
DATE
REV%9ED BY, , 1 /
/1rdAi/UvtY~ 10/Lqfto/q
JN<;PECTOR DATE
fSHi:ul Cl'l'Y OF CARLSBAD ~
1----1----+----------------1-------t---+---+------t L_l_j ENGINEERING DEPARTMENT LJQ_j ~=="--'============"--'====: >-----+--·--+---------------------+---+---+-----+----I
DATE INITIAL DATE INITIAL DAE INITIAL
ENGINEER OF WORK REVISION DESCRl 0 TION OTHER APPROVAL CITY APPROVAL
II\ f-iEIS f{ESTDEJ\CF
::::414 LNICO~I\IO STREET
APPROVED / ! .. -.· ,' 1;. J/1 I JASON S. GELDERT i/,..__,/,/ w•v 1i·io·io1/,
c"'I T:::-Y:-cE:::-N-::GcclN-:::EFll=f-=="::RccC':-E -::6':-39:-:-1-:--2 ------:E::-X:=cPl-:::RE::-:S-9.,--;1 /3·0 /18 DA TE
DWN BY: NJD
CHKD BY:~=-
RVWD BY: ~
PROJECT NO.
PD1fi-15
DRAWING NO.
JCJ4-71\
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STORM WATER POLLUTION PREVENTION NOTES
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
SW 16-276
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANA CEMENT REQUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND).
1. IN CASE EMERGENCY WORK JS REQUIRED, CONTACT: JEFF HARRIS
AT (TEL.NO.) (760) 930-9966 .
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA TISFACT/ON OF THE CITY ENGINE.ER AFTER EACH RUN-OFF PRODUCING RAINFALL
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINE.ER DUE TO UNCOMPLETED GRADING OPERA T!ONS OR UNFORSE.E.N
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PRE.VENT PUBLIC mESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE 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 8£ REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECT/ON 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. ADEOUA TE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
73. 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 VE.GE.TA TION 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 DE.PLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
TH£ SITE WITHIN 48 HOURS OF A PREDICTED STORM EVE.NT (A PREDICTED STORM EVENT
IS DE.FINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WE.A TH[R 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 THE ABILITY TO DE.PLOY 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 MA y BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN ARE.AS rrlA T
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BE.FORE. ADDITIONAL GRADING
IS ALLOWED 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 LE.FT FOR 74 OR MORE DAYS. THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 11QI SUFFICIENT, BMPs NEED TO BE
INSTALLED IN THESE AREAS.
78. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GR[A 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 IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOVCF OR OTHER
ENFORCEMENT ACTION.
79. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND
PRIOR TO A FORECASTED RAIN [VENT OF GRE.A TE.R THAN 50%, AND AFTER A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT
TH£ YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVE.NT, IT MUST BE REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABLE. ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP IND/CA TES 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
THE DEVELOPER SHALL DE.PLOY STANDBY BE.ST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED POR-rJONS OF TH£ SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORE.CASTED, 40%
CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,
NON-STORM WA TE.R CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WE.A TH[R 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 BE DEPLOYED
WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRE.CIPITA TION.
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 BE.ST
MANAGEMENT PRAcnCES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SIT£. AREAS THAT HAVE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED
VEGETATION STAB/LIZA T!ON BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WE.A THE.R TRIGGERED ACTION PLAN~
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE. FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS''.
EROSION CONTROL HYDROSE.EDING. PLANTING AND /RR/GA TION
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 272 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A HYDROSE.E.DING 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 HEIGHT AND ADJACENT TO PUBLIC
WALL OR smE.ET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 ARE.AS GRADED FLA TTE.R THAN 6: I WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCT/ON OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECRE.A T/ON DIRECTOR AS
HIGHLY VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION !Dt1VTIF/ED BY TH£ CITY
ENGINEER THAT WARRANTS /MME.DIA TE TREATMENT
8 HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
I ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FE.ET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WA TERE.D BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2 AREAS SLOPED .LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO THE CITY
ENGINE.ER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE ELEME.1./TS OF THE PROPOSED SYSTEM.
J !RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH.
C HYDROSE.E.DING MIX SHALL CONSIST OF ALL OF THE FOLLOWING.·
I SE.ED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE. OF ZORRO FE.SCUE.
c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF ACHILLEA MILLE.FOL/A
e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE IF DIMORPHDLECA
g. ITEMS c, d, e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCASING BEFORE HYDROSE.E.DING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND A GR/CUL TUR£ CE.RT/FICA TION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINE.qs. i NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE D/SCRET/01./ OF THE CONTRACTOR.
2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED,
IT MUST B[ ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% IF THE STRAW INTO THE SOIL
3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 76-20-0
WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSE.E.DE.D SHALL BE PRE.PARED PRIOR TO HYDROSEEDING:
I ROUGHENING THE SURFACE. TO BE PLANTED BY ANY OR A
COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: I.
b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
2 ARE.AS GRADED FLA TTE.R THAN 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, LEAC/i/NG
COVE.RING SALINE SOILS TO PROVIDED VIABLE COND/TlONS FOR
GROWTH.
E. HYDROSE.E.DING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PE.RMANE.NTL Y LANDSCAPED OR, FOR ARE.AS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RE.LEASED.
2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED
AND/OR HYDROSEE.DE.D WITHIN TEN (10) DAYS OF THE. TIME WHEN E.AC/1 SLOPC IS DROUG/iT
TO GRADE AS SliOWN ON THE APPROVED GRADING PLANS.
J. SHOULD GE.RM/NATION OF HYDROSE.E.DED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE.) PRIOR TO OCTOBER I, THE SLOPES SHALL
8£ STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY
THE. PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE 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 SHALL
COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
X
X
X
X
X
X
X
X
X
X
X
X
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control
BMPs
C 2 .2 0 -::, ~ 0 a~ 0,
Best Management Practice' "' 0, <½ .s C 0, .s :3~ -C (BMP) Description ➔ " "' u '" :l " :5 'i: 0, 'D ::, ~ .s; "' " 0 " " ">1;; k -"R 0 0 'D ·-k .'< 'D ~ Q '-'J ::r: '-"
CASQA Designation➔ "' .,,_ " >)
I I I I bl bl C) bl Construction Activity CJ
Grodino /Soil Disturbance X
Trench inn /[xcavotion
Stockoi/ina
Drill inn !Barino
Concrete/Asohalt Sawcuttina
Concrete Flatwork
Pa vino
Conduit/Pioe lnstollatrcn
Stucco/Mortar Work
Waste Disoosal
Staoinn !Lo v Down Area
Eauioment Maintenance and J-uelina
Hazardous Substance Use/Storaae
Dewaterina
Site Access Across Dirt
Other Oist ):
LEGEND
DESCRIPTION
E.C-7. SLOPE STAB/LIZA TION
SE -/, SILT FENCE
SE-6, GRAVEL BAG
TR-7, STABILIZED CONSTRUCTION ENTRANCE
NS-70, VEHICLE. AND EQUIPMENT MAINTENANCE
WM-I, MA TE.RIAL DE.LIVE.RY AND STORAGE
WM-5, SOLID WASTE MANAGEMENT
WM-8, CONCHETE W)SHOUT WASTE MANAGEMENT
WM-9, SANITARY/SEPTIC WA STE MANAGEMENT
/9i5r ESS(Q,t·,,
,,; 'Z) 1,: '\ ;;~ ;#i 48-10 Ci\ /'·,' <;;;j -'I c_.-,\ I ,:_,') .--',
I ---:z_ \
-0'
" "' C 'D oc;
"' "' ""V) ~ Q.) a"' 0 :S .s k 0 0 k CJ a
0, I bl
"' .s " E' u a ~ " ~ -= V, ---I I bl bs
X
SYMBOL
=
CASQA
TC-1
/
CASQA
NS-70
~ ~
//
CASQA
WM-5
~ ~ M-
1//// 1/0SOA/
v_'.#M-~/ :////,
g.
fCC -C " §
" 'D V)
"' I bs
PREP/I.RED UNCER
Sediment Control BMPs
" C D -~ "' k 'D ·s ~ .s a:, ~ 0 .s E "' 0, " 0, a:, 0 C 0 0
0 i< C k 0 a a:, V, ·-0, a:.:: "' _E 0
~ E iG -'< k " " ~ u 'D " '" 'D C k~ D k U 0 0 6 ~ 0 U) ~ 0 -k V) V) Q
"" U) co c-.. "' 0
I ~ I ~ I I Lu bs bs bs V,
X X X
X
X
X
QUANTITY
9,225 s.r
975 L.F.
150 EA.
100 s.r.
1 EA.
I EA.
1 EA.
EA.
,
1 EA.
THE SUPERVISION OF:
Tracking Non-Storm Water Waste Management and Materials
Control BMPs Management BMPs Pollution Control BMPs
C :8 u " "" "" C <n
a "" (__) 1:
0,
"CJ '"' .N en :;; ~
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U).,s
-I r,-:
X
X
C C :2 ~ ~ E C C -'D 'D " C
0, 0 <b " u C .s ·E E E C E C -5 :2 .e-.e-0 0 " <b ~ " " C' 0, "' " .s ~ Cr c3" 0 C "' C 0 k CJ 'le E ~-a k "' C
(__) '" -" " is " 0 -"' " "' ~ " "' ::, C 'b C C C C C 0 a ::0 'le t; '" "' " " " C C 0 § 0 "' 0 'D ~ ~ a E
(__) "' 0 .Q 0, 'D ~ 0 " 'l> C " " o = ~] a " :.=:: 5:: .'! o,~ "5 -'!: .s -'D .::.:: OJ ·c:: -? 0, "0, ·-" ~-0 .~ § u -Q3 ~ 5 0 'D 0 -~ q3 0 'D u " 0 ,c, D -0 '.E .£ -0 -":::: c::: :.::; § NC .2 0 -C 'D 0 ~ct 0 Q 0 ~G " 0 □-0 -5}8 D 0
V) Q: Q 0 Q ::,. ::, "" V) ::, V, c5l ::, :r: ::,
"' "' co a -"' "' .,,_ en co "' --I I I I I I I I I I I I
r,-: V, V) V) V, V) i i i i i i < < < < <
X
X
X
X X
X X X
OWNER'S CERTIFICATION:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUSc-(I) IMPLEMENT
BEST MANAGE.ME.NT PRACTICES (BMPs) DUH/NG CONSmUCT/ON ACTIVITIES
<b -"' o-
"' as
'" E -'D
" 0, t, 0
C C 0 0 (__)::,
"' I i
X
X
X
X
X
TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA T/ON OF
POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM
WATER TO CONSTRUCT/ON RELATED POLLUTANTS, AND (2) ADHERE TO, AND
Q)
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0 "' " ~ "-~ <l> C
V) 'V
"-E c '"
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.
AT ALL TIMES. COMPLY WIT/i THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT THE uURAT/ON or T'rl[ CONSTRUCTION ACTIVITIES UNTIL TH[
CONSTRUCT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
JErr HAR.R!S (PRINT)
JEFtfi~RIS (S;GNA TUR£)
---~~---------"
12· 7 · ll.p
DATE
DATE
.. ··-~-----·---
*I ---f1:.,..., •• I . r-:-=Y 1/wl!C.P z.._. "~-lei M--SP It\ 12 SLG \20 0 ,o_p, W I /'( (,
'C, CiV\\. 0;;_/./ DATE INITIA,L DATE INITIAL JATE
R.C.E. 45381 D/ITE ,, l~ITIAL
~~"" "
DANNY ~ -1/IDA RC:\/ISION DESCRIPTION OF WORKi or c1,,11,;/ ENGINEER OTHER APPROVAL CITY A.PPROVAL -....._ ~ EXP. 9/30/18
-----. ' --. -· --. -------------------··------------... - - - - - -. --- - - - - ---'-_, ----' -., -., ','-"-''"--------··--· .. -.,, ------·----~--·-•"•• e -•-~-"·•••---~•••,"~ .~-··-··,~,·,---/ "·'''d'"~""'•"••·""'',e/ ·""'•"''-""-4""'-""·'.·'-'~""''•'4.'• • ·" .... ~ -"'"" ,
VICINITY MAP
NOT TO SCALE
T.B.M. PG. 1127, G-6
SHEET INDEX·
SHE.ET 4.· TIER 2 SWPPP TITLE SHEET
SHE.ET 5: EROSION CONTROL
SHEET 6.· EROSION CONTROL DETAILS
APN: 215-205-09
SITE ADDRESS:
2414 UNICORNIO STREET
CARLSBAD, CA 92011
SITE
AREA OF DISTURBANCE
A.RE.A OF DISTURBANCE 36,778 S.F.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON
WORKER FOOT TRAFFIC, SOIL/GRA 1/f.L PILES, UTILITY
TRENCHES. BACKFiLL CUTS AND SLOPE KEYWA YS)
CONSTRUCTION THREAT:
CONSTRUCTION T'riREA T TO STORM WATER QUALITY (CHECK BOX):
l8J .HIGH □ MEDIUM
OWNER/APPLICANT:
NAME: JEFF HARRIS
ADDRESS: 2055 CORTE DEL NOGAL
CARLSBAD, CA. 92011
TELEPHONE. NO.: (760) 930-9966
EMERGENCY CONTACT:
NAME: JEFF H/1.'lRIS
ADDRESS: 2055 CORTE DEL NOGAL
CARLSBAD, CA 92011
TELEPHONE NO.. (760) 930-9966
11 AS
---=::::,
RC1tZ~-EXP.
BUIL T 11
'f/30/20
z/1c,lrr.;
DATE
RE~ED BYJ Ji z ,H/4 Vi Vt---..:::, 10/z,;/z..b-11_
> llATE INSPECTOR w L1QJ CITY OF CARLSBAD
ENGINC:ERING DEPARTMENT -
-
'I' LJ.'. :::W:l-1_:ip l'ITI ": C:11[•:-T I_ fj :·~ '? (). ,
HARRIS RFS~DFKC~
''41 ' '~ ~r-ll\ICORN'IO ;STT<E[T
TITLE SHEET
APPROVED:d ' .. JASON S. GELDERT . . """-',;(P'l,,v" 1z· z,,, ·t.01 b
CITY ENGINEC,/ RCE 63912 EXPIRES 9 /30 /1e DATE
OWN BY: NJD PROJECT NO. DRAWING NO.
CHKD BY: PD16 l '5 01 9~ -i\. BY:~ (, RVWD
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STORM WATER QUALITY NOTES-CONSTRUCTION BMPS
-
DESIL Tl~Ci-~
BASIN
150 SOUAR[ FOOT
FS=302.J0'
THIS PROJECT SHALL COMPLY WITH ALL CURRENT REQUIREMENTS OF THE STATE PERMIT; CALIFORNIA
REGIONAL WATER QUALITY CONTROL BOARD (SDRWQCB), SAN DIEGO MUNICIPAL STORMWATER PERMIT, THE
CITY OF CARLSBAD LAND DEVELOPMENT CODE, AND THE STROMWATER STANDARDS MANUAL.
NOTES BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S.
1.
TEMPORARY CONSTRUCTION BMP LEGEND
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT
STREET(S), DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTIO.N ACTIVITY, AT THE
END OF EACH WORK DAY, OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED
CONSTRUCTION BMP'S WHICH MAY COMPROMISE STORMWATER QUALITY WITHIN ANY STREET(S), A
STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR
EQUIPMENT FROM TRACKING MUD OR SILT ONTO THE STREET. CASQA
NS-10
~
~
VEHICLE STORAGE AND EQUIPMENT
MAINTENANCE
STABILIZED CONSTRUCT/ON
ENTRANCE
MATERIAL DELIVERY
AND STORAGE ARE)!
~ ~
~ ~
+++++++ ·.·.·.·.·.·.·. •++++++ +++++++ +++++++
-----0-------0-
CONCRETE WASHOUT WASIE MANAGEMENT
SANITARY/ SEPTIC WASTE MANAGEMENT
(PORTABLE TOILET)
SLOPE STABILIZA llON EC-7
SILT FENCE PER CASQA SE -1
2.
3,
4.
ALL STOCK PILES OF SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED INTENDED TO BE
LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE COVERED. ALL
REMOVABLE BMP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
DAY RAIN PROBABILITY FORECAST EXCEEDS 40%,
FIVE
A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE
CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN PLACE ON SITE.
THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER
EACH RUN-OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREECH IN EFFECTIVENESS.
~ SOLID WASTE MANAGEMENT = GRAVEL BAGS PER CASQA S[-6 BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AL ALL TIMES. ~~ "81()_ ~ (TRASH DUMPSTER) 1"' ':i " S \
I
I
\
I
I
\
PREPARED UNDER THE SUPERVISION OF:
.,;,,--,-·
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GRAVEL BAGS
SE-6
10. o'
SILT FENCE
CASQA S[-1
N
20 10 0 20 40 60
SCALE: 20'
PLANS PREPARED BY:
SPEAR & ASSOCIATES, INC.
CIVIL ENGINEERING & LA"'D SURVEYING
475 PRODUCTION STREET, SAN MARCOS, CA 92078
PHONE (760) 736-2040 FAX (760) 736-4866
WWW.SPEARING.NET
~ CITY OF CARLSBAD ~
1---~+-----+-----------------+-----1---+-----t->---1 l__Q_j ENGINEERING DEPARTMENT L__lQj ::==:::'...'.:::==========:::'...'.:::=~
H.i\RRIS RRSIDENCE
2414 UNICCJRNIO STREET
APPROVED: J-.+-JASON S. GELDERT
~ ~ 5, ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST 1',GflSSta
~ 5 6, THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED (~ No 45381 i::'1
S AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. \~ ;; CITY ENGINEE
: C/y\\, ~~--r1/w(11t; DWN BY: NJD PROJECT NO, DRAWING NO,
---~;L!l;=~WV=,.::_l __ ~~~~--:' z_, 2,o•Z,pl i
RCE 63912 EXPIRES 9 30 18 DATE
E-~ ~ DATE INITIAL DATE INITIAL DATE INITIAL ci DAN ABADA R.C.E. 45381 DATE ENGINEER OF WORK REVISION DESCRIPTION ~~~g ~~:-?r.~· ""-36~ PD16-15 494~7A
~L-------------~-----------------~-----------------------------=----'-------------------!:::==;;;==::!:==~=======~E~X~P~,~9~/~3~0~/~1~8====~~~~~~~===================~0~TH~E~R=A~P~P~R~OV;A~L::!:~C~IT~Y~A~P~P~R~OV;A~L::!:~~~~~~~~='==========~=====~J
tl I
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ALL IDEAS, DESIGNS, & ARRANGEMENTS REPRESEN_TED HEREON A.RC THE PROPERTY OF SPEAR & ASSOCIATES CIVIL ENGINEERING & SHALL BE USED FOR THIS PROJ.ECT ONLY EXCEPT WITH HIE WRITTEN PERMISSION OF SAID ENGINEER. ANY CHANGE MAOE 13Y PARTlES OTHER THAN SAID CIVIi. ENGINEER SI-L\LL RELIEVE C!VU .-F.NGINEER Of RESPONSIBILITY FOR THE fACILITY OR AFrECT[D PORTION THEREOr. CONTRACTORS SHALL VfRIFY ALL DIMCNSIONS AND CONDITlONS PRIOR TO TIIE START or ANY WORK & SHA!.[, REPORT ANY DISCREPA!\('Y TO THE CIV[L ENGINEER.
~---
GRAVEL BAGS O~-~~
ONTO CURB -~~------~
RUNOFF
GAP BETwEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
w!TH ENDS OVERLAPPED
GRAVEL BAGS
NO SCALE
PER SE-6 □F THE CASQA BMP HANDBOOK
l, SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE □ F POSTS,
10' MAX.
-/ ~~4 IN (10 CM)
2. ATTACH THE FILTER FABRIC TD 3. BACKFILL AND COMPACT THE
THE FENCE AND EXTEND IT EXCAVATED SOIL.
INT □ THE TRENCH.
3 GRAVEL BAGS HIGH
"-"-0 z ::,
0::
2 GRAVEL BAGS HIGH
3 GRAVEL BAGS HIGH
PLAN VIEw
3'
TYPICAL GRAVEL BAG SECTION
NO SCALE
PER SE-6 OF THE CASQA BMP HANDBOOK
NOTES:
/, SLOPE SURFACE SHALL BE FREE OF
ROCKS, CLODS, STICKS AND CRASS. MATS/
BLANKETS SHALL HAVE COOO SOIL CONTACT
2 APPLY PERMANENT SEED/NC BEFORE
PLACING BLANKETS.
.J LAY BLANKETS LOOSELY AND STAKE OR
ST4PIE TO MAINTAIN DIRECT CONTACT WITH
THE SOIL. DO NOT STRETCH.
MIN. 4"
OVERLAP
'
' 'l
MATS/BLANKETS SHOULD
BE INSTALLED VERT/CALLY
DOWNSLOPE.
GEOTEXTILES AND MATS
ND SCALE
PER EC-7 □ F THE CASQA BMP HANDBOOK
EXISTING
I
T
PUBLIC TRAVELLED
RDADwAY
50'MIN
MIN,
PROFILE
PLAN
PUBLIC TRAVELLED
R□ADwAY
20' RAD.
PROVIDE APPROPRIATE TRANSITION
BETwEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC TRAVELLED
ROADWAY
STABILIZED CONSTRUCTION ENTRANCE
ND SCALE
PER TC-1 OF THE CASQA BMP HANDBOOK
f---l---+----~------/----1---l----l----J '-I S=HEgET='---==C=IT=Y===O=F===C=A=R=L=S=B=A=D=--=' ===&' ~ ENGINEERING DEPARTMENT
,.
in PLANS PREPARED BY:
SPEAR & ASSOCIATES, INC.
CIVIL ENGINEERING & LAND SURVEYING
475 PRODUCTION STREET, SAN MARCOS, CA 92078
PHONE (760) 736-2040 FAX (760) 736-4866
WWW.SfcEARINC.NET
;#'~ AB10 ~ <; '1 G" 'zcl
No. 45381 £)
!
CJy\\.
PREPARED UNDER THE S.UPERVISION OF:
DATE INITIAL
R.C.E. 45381 DATE
EXP, 9/30/1 e ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION DTHER APPROVAL CITY APPROVAL
HARRIS RESIDENCE
2414 UNTC0R!\I0 STREET
APPROVED: JASON S. GELDERT
__ .:.___<;L-~~---~---'-'Z.,. U,, U>/1,
CITY ENGINEER
DWN BY: N,ID
CHKD BY:~~-
RVWD BY· ffl
RCE 63912 EXPIRES 9 30 1e DATE
PROJECT NO.
PD16 15
DRAWING NO.
494-7A
Cl
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• 2 Ci)
2
C ~
CJ z m z ll "' ,,
Cl ll
i
• 2
Ci)
2
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CJ m
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i,Q SCOPE OF WORK
1. THE 'NORK SI IALL CONSIST c,;: FlJHNISHING Ar-JD CONSI H:UC ! ING ANCHOR \NALL. 5I .. 0CK AND r✓!IRACR.I0 GEOGRID REINFORCED
SO·L R.F:TAINING WALL SYSTEM,'.;; IM ACCORDANCf:: I.\'! I H THIS TECHNICAL SCOPE m· wo:~K AND IN REASONABl y CLOSE
CONl"OF~MiTY WITH fHE LINES, GRADES AND DIMENSIONS SHOWN ON THE PRECISE CRADING l'lLAN BY SPEAR & ASSOClt\TES
lf\JC. lJATED AUGUST 15, 2016
2 WOl~K INCLUDE-□
f\ FURNISHING AMCHGR WALL. SEGl\1ENTAL CONCRETE rACING AND CAP UNITS AS SHOWN Oh THE CONSTRUCTION DRAWINGS.
B. FURN!SHING MIRI\.FI STRUCTURAi.. GEOGF{ID REl~JFORCE:rVlCNT ASS! !OWN ON THE CONSTRUCTION URA'vVINGS
C STORINCJ CUTTING .At-;O PLACING STRUC~-UfU\L GEOGRID R[!NFORCEMEN I ,,:i_s SPECIFIED HCREIN AND AS nf·ICW:'-J UM ! HE
CONSTRUC l!ON DRAW!N(?S
C PLACEMENT /-\ND COMPACTION OF UN! r WALL F!LL AND BACKF!LL WITHIN TC![; (;EOG HID RE!NFORCE:·J AREA AS :c;PFClf :i:=u '-!Ef~":'.IN
AND AS SHOV✓N ON THE CONS rnuc rlON Dr~AWINGS. :.o REE::~~:;;);~~L=~~~:;~-NSEGMENTAL CONCRETE UNITS ANC PLACEMENT OF STRUCTURAL GEOGRID
2
3
4
5
SF'cAR & ASSOC!ATES INC., ?RFCISE GRACING P!.Ai"J, DATE:J AUGUST 15, :(0·15
CONSTRUCTIO"J TESTING & ENGINEE~_ING, !NC., SEGMENTAL Fl.E:IAIN!N(3 WALL SOIL DESIGN PAnA.MCTERS ,JOB NO, 10-13004G
Dl'-. TF) jUL Y 20, 2C-16
CONSTRJCTIO'."-J TESTING & ENGINEE::lslNG, ;NC , GEOTEC!-INICAL iNVESTl(3ATICN r\DDENCUM 1 JOB MO 1C-130G4C:; lJATE.D
AUCiUST 26. 2016
CONSTRUCTIO:\l fES'"iNG & ENGINEERING INC, GEOTE.Ci·lNICAc.. !NVESTIGAT!ON. JOG NO "U--1JIJ64G. lJt\fTD r~iAY '13, 20"16
W! l[R.E SPECIF'IC/\TiONS 11..ND REFERENCE DOCUMENT:) CONFLICT, THE ENC:ilN!::t:R SH!\l _ MA'\E FINAL DI:: I1:::HMINf\ i imJ OF THE
A?Pl.lCABU: '.)OGUMEN I
3.0 SPECIAL PROVISIONS
I I"\U) ONE ENC;Nf::ERING, INC (HE!J ONE) ASSUMES NO c..lABILITY FOR INTERPRE f i-\TION or SUBSJRF /\C[: COND!T!ONS, SUITABiUTY
OF SOIL DE.SIGN PARA.METEFS AND sussur~rACE GROUNDWATER CONDITIONS MADE l:3Y OTI IE.RS
2 RED OtiE SHALL NOT BE HESPONSIBLE rorz THE COGl OF /\LL MEANS Of SUBSOIL IMPROVEMENT: COST OF ADDI l'IONAL SUl3SOIL
EXPLURA-'.ION. AND 1-0~ ALL L!\BOR TOOLS, EQUIPMEiH AND INCIDENTALS NECESSARY TO COMP;_;::TE THE WORK. THE OV\tNE"<.
SHALL BE RESPONSIBLE FOR AI_L SUCH COST
:J. iHE' OVVNEK. SHALL BE RE:Sl''ONS:BL.E FOR CO!vlPL YINC-i VV!TH A.L.L FEDf=Ri<L, STL\TC AND LOCAL !~EQU!R[MLWS r=oR Tl IC
EXECUTION OF THE WORK, INCLJOING _,JCAL BU IL.GING iNSPECTION _;:;NO CURR[NT OSI IA D.CA\/i\TION REGULA1 !OMS
4 PRi()R TO UNOERTAKiNG ANY Gf\A[JING Of~ EXCA'✓ATI/JM m-TH[ S!TE. ·n I[ CON! c{J\CWR SHALL CONC:IJ~M I"1-·H:.~ LOCA I iON OF ""rl['
PROPOSCD i{ETAINING WALLS A!\JD AlL UNDEn.GROUNU HC:Al URl::S INCLUDING u·IIu·Iy LOC/'-"l IUN!::~ WiTHiN THE' AR[AOF
CONSTRUCTiON
5 K.tU ONE H1\S COMPLETED ENGINEERING DESIGN OF THE PROPOSE'.D RETAINING W/\I_L(S; iNC!..IJD!NG INTERN/.\L STABIUTY ,1\~D
LOCi\L EXTEm~AL-::,TABILITY VVHF.RE APPLICABLE. BASED UPON THE INFOF':.P,,1/\TION PRO'✓IDC:D TO US AS OUTLIN[D ADO\/f HU:J
ON[: ASSUMEG THAT OTHEl~S HAVt: !Jt:n.:r\MINEJ THC SU!"IA3iLIW OF PL.,\C!NG RET;\iNING W/\'.....~S AT T~E LOCATIONS Pl-1.(),/IDFD
ro US, INCl_UlJli'JG GE:c·r t:::CHNICAI_ SUITABIL.I rY il,NlJ s:n: C3LOBAi. STABILITY
4.0 GFNERAL NOTES
l'f-llS SU OF SLGMf.NTAL RETA!NiNG WALL Pl.ANS Af~E BASF':D ON THE Pl.ANS AND DOCUMENTS FZEFE!l.ENC[D IN SECTION 2.D
CtiANGF:-:S ·,o THESE PLANS OF~ DOCUMENTS, !NCI .. UD!NG Gi1AD:NG, DRA!NAG[ UTILITIES SUR.CHAf~G[ LOADS or;,_ G[OT[CHNICAL_
PAllAMETEP.S MAY AFF[CT WAI_L DES!GN P.EQUIREMENTS. ncn ONE ENGIN:::cr~II-..JG SI !Al..l .. 13[ NOTIHED OF-ANY .SJCH Ci-lANGC'.:>
ro 0!:.TERMIN[ :F \NALL DESIGN MODIFICATiONS ARE. NE'.::DED.
2 THIS SCT OF S[GM[NT.AL RETAiN!NG WA:...L PLANS Af-{E iJi-\SlJ SPlCIFICALLY ON l"HE Wi\LL IJEING -~ONS muc-1 !::D 1/\11 f H ANCf-lOF<.
VERTIC;\ HUCK AND MIRJI.GRID RE::NFORCl:'.MENJ PH.CJDUCTS ABSOUJTE:.l"Y NO SUBSTITdllONS ALLOWED
3 LOC,i\TION u;: "'."HE SEGME~ffAL FffTA.l'-Jl~JG WAI. l_ !N fff.LP.TION '""O r~FWPEHl Y LINES, UTILITY EA13EMENTS 'v'JATEl~SH[O
EAS!:'MENT~_;, ()f~ ANY OTHER TYPE or EASEMENTS AR[-~! I[ j\[S~ONSiBIUrY OF fH[ OWN[R OR !"HE SIT[ Cl\/iL E~JGINE:::J\ Rl:::D
ONE ENGl~~C[RING ,\SSUMES NO LIABILITY FOR THE l.CJCA fK)N OF THE StCG!Vll:::'N I /\L. Rf::'-iAINING \NALL. OK Ir CONS! R.IJCl ,ON OF
Tl IC PROPCJ'.>ED SEGMENTAL RI::-I A.!NIW; WAU. EMCR.O;-\Cl-lt:S ANY I-'ROP!:}fTY LINC:S 01"\ tASl::-MtNTS
,1 I·· Is !r•11PH-{A!WI~ THAr rHE SITE SURVEYING OF [Hf'. SEGMENTAL RE!"AINING 'NALL IJE DONE BY -:-!-IE SIT[ CIVIL ENGINE[!"\ 0:{
SURVEYOF< AND MUS r BE BI\S[D ON COMPUTE!'~ GENERAT·:o SiTE/Gf~ADING PLANS i\:'>JD NOT PF;:(lFILE PLJ\NS DONE:. BY n IE
ENG!~~EEI'; 0I~ F::':GORD. SURVE:YING OF THE SEGMENTAL R.ET/\INING WALL MUST T 1\KE INTG ;\CCOUNT THE: Ul::S!ON BAT ru~
INDICATED ON THE ENCl.OSE-0 PL!-\NS AND DETNl_'.3 Ft\!LURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL. RETAINING
\Ni\L_L SUHVEYJNG W[L! .. PRODUCE !NCCl~RECT LOGf\TJO!,,JS or ALL TOP or \/VALLS /,ND SHALL B[ CORR[(:T[D AT NO COST TO TH[
ENGIN[[R or r;:ECORO OR TH[ S[GM[NTAL RETA!Nlt~G 'NAU .. CONnACTOf{.
5 WA~L GEOMETRY, LOC;\TIONS, S!.OPf:.S AND SUf\Cl--!Ntm: LOADS rnH ·1 HE Sl::GMF_:N i"AL R!:TAINING WALLS WE:RE MEASURED
FROM I Hl:C GHADING PLAN REf:i;HENCf:'L) ABOYi': IF CONDITIONS VARY IN THE FIEi_.D f'ROM I HOSE-SHOWN ON TH!S P'..AN, THE
ENGINEER OF RH"":Of~D M_!_c"rf RF \IOT!FIED PP.IOR TO CONSTRUCTION OF-THE SEGMf.'NrAL. RUA!NING VVAU_S TO REV!E:VJ TH[
DESIGN NJO/OR PL.A.NS MODIFICATIONS TO THE DESIGN AND/OR PLANS M1W B": REQUIRED AFTFF THE F~EVIEV\I, ANC:: M1W TAK[
UP TO TEN BUSINESS DA.YS TO COMPLETE
6 IF Ti ICRr:: ARE DISCRlPANCl[S BE:TVVEEN ANY !NFORN!ATION ON THESE Pl.ANS AND INFOF.IV1ATION IN THE PF.OJECT
SP[CII-IC/~! IONS 1"1-1E MOR[ l~f==SrRIC-I IVL: l'\WQRM.l>d 1rnJ TAKES PRECfCD[NCE
5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS
I iHE: WALL CON TRAC I OH SH/-\LL OOCUMENT ,::;QMPLIANCE VV!TH THE FOLI.01NINC1 ,:CXPERIENCf Rf:.'0.UIREME~JTS
·) ;\ MINIMUM OF FIVE YEARS !N WHICH THE CO!'HRACTOP. HAS BUILT SEGMENTAi .. REfl\iNll'JG W1;L:...S \IVITH A TOTAL F/\CE i\R[A NO
l..CSS THAN 250 J'JO SQUARE FEET
3 CONS'! KUC1 ION OF A fVllNIMUM Of-2.b,00U 00UAKE: f-'E:E.-1 WITH Fit S!)!::.Clf-iED ANCHOH BL.DCK UNITS
4 CON:31RUCTION Di-' AT-LCAST FIVE: St:GMENTAL RETAIN!NG WALLS OF .4. SIMII.AR HEIGHT AMO SIZE AS THOSE :'"SPECIFIED HE!-\EIN
6.0 MATERIAL NOTES
i CONCRETE r~c·I AININ(3 WALL UN' r·s t\NCHOf< !~[TA!N,NG W1\L.L U~JI TS AS SHOVV\I ONT:![ [)f~/\\/\/ING-3 A.ND AS MA.MUF.ACTUH:EI} HY
Stl:.:RR/\ B\JILUIN(i PRODUCfS UNDER LICENSE FROM f\NCHOh': WALL SYSTEMS
~2 GfOSYNTHU !C KEIN!-ORC!::.l~1an MIRAGR.llJ AS SHOv\iN ON THE D~AVVINGS
3 LEVELiNG PAD BASE
A AGGREGATE BASE'. CRUSHi:::J STONE OR GRANIJU\f~ !"'"ILL MEETING THi= FOL.LOWING GR!-\Dt\TION <\S D[T=l~MIN[!J Ir~
A.CCOR,DAN-::::E W!Tf·l ASTM 0443
SIF\/I:' SIil
1 iNCH
,::,:4 INGH
NO-~,
NO ,rn
NO 2fJU
iOO
7E· TO 100
C TO $1)
C TO 50
C TO 5
3 □ASE THICKNESS 6 INCHES /MINIMUM COMPACTED TH!CKNES.S).
4 DFAll~AGl N3Gl1EGATE: CLE!\N CRUSl·!ED STONE OR GR!\NUL/\R FILL Ml[ I l~~G r!--il'C FO,J.OV\'l~JG Gf\/\OA fl(Ji"J /\S 'JFi ER.MINED IN
A.CCOR.Df\NC~ W!TH AS rM lJ4.ci.S
1 INCH
3/4 INCH
NO 4
NO 40
NO 200
100
75 TO 1d0
OTO eo
0 TO E-0
0 TO::.
5 REIN!-~ORCED F!LL SOil Fl".f:E OF ORGANICS AND Dt:BRI-S AND CONSISTINC OF :::::ITHER GP, GW SP, SW SM OR 3C TY?E,
CLASSIF!ED IN ACCORDANCE Wi"TH ASTM 02'1-87 AND THE uses Cl.ASSIFiCATION SYSrEM /\ND [v1EETING THC :·oLLOWING
Gi-l/10ATION J\S CJET[:f.i_\1INED IN P..CCORDANCE WI H ASTM 0443
A
B
C
D
t::
6
7
3If\JCh
NO. 4
NO 40
!'JO. 200
PERCENT PASSl!~G
"IOO
20 ro 100
0 ID 30
0 TO 35
THE PLASTICITY INDEX (PIJ SHA~L. BE LESS THAN 20
MAXIMUM PAR.!iC!.f: SIZE":: l"OR 8AC!\F!I.I. IS THREE 1_J) INCHES
UNSUITABLE SOiLS ARE ORGANIC SOILS AND THOSE SOll.,S CLASSIFIED AS ML, CL. OL, MH. CH. OH OR PT
ALL ",NALL GACKFILL MATrnLA.l.S s: IAl.l. ALSO l·IAVE THl:C MINIMUM CNGINEERING PROfJ[frl[S SdO\AJ\J IN SECrlON 17.2 ITEM A
l"EST Hf:::SUl_l S Of-ALL. PRO!-'OSCl.l HACKi-iLL MAlERIAI_.';,_ WHC:: I Ht:-R U~J-SI I:': OR !Ml-'OR I1:::D, SI-IAL!., ~c ::iUBMI I rt:_u ·1 () I H':'.
ENGINEEi~ FUR. APf'ROVAL f'HIO!{ TO CONS-I RUC flON
DRAIN.".GE PIPE PEl{FORATED OH SL.OTTE□ PVC OR CORHUGATED HOPE PIPE MANUFACTURED !N ,4.CC01W,A..W::E \JIJ,TH c,::,03'1-
AND/Of"-( ASTM 1"405
CONSTP.UCTION ADHESIVE: [X.TU~IOf~ G!\ADE ADH[S:V[ i\S f\ECOMMEND[D BY THE J~[TAiNiNG VJAU .. MANUl'!-\CTUnEn
A~~CHOR RETAINING
FOR iNTERNAL AND
GEOTECHN!CAL ENGINEER
SITE GLOBAL
WAl_L DESIGNED
EXTERNAL. STABILITY ONLY
OF RECORD TO CONFIRM
STABILITY.
R:\·J Ar;tIve projects\Har(s Residence\Construction Drawings\965L525NN0.dwg. SHEET":, 1215/2016 9:26.07 AM
HARR S RES DENCE
ANCHOR RETANNG WALL PLANS
7.0 FOUNDATION SOIL NOTES
·1 EXCAVATE f"OIJNDATION SO!L. AS REOUIR[D FOR FOOTING OR. GASE. l.JIMENSION SHOWN ON "IHI::-DRAWINGS, OR f\S OIRECrED BY
'ti[ PROJ[CT GEOT[CI-INICAL [NGIN[[R
2. Tfj[ OWNER SI !ALL C.:E-:-AIN TH[ SERVIC[S 01-A GEOT!:::CHNICAL EN(3INE+:R ro f:-)<AMINE FOUNDATION SOIL TO ENSURE THAT THE
ACTLJ/1I. FOUNDi'IT!ON SO!L. S !HENG ni Mt.HS OR EXCEEDS lllAT INDICATED ON THE Df{AWINGS. UNSUITABLE 8011 .. $ AR.E
DfflNED AS .A.NY SOIL TI-IAl DOES NOT i-lAVE SUFFICIENf BE.ARING CAP/\CllY OR Will CAUSE. EXCl::::SSIVE WAU. SETT! >,'.:MENT
REMOVE SOIL NOT MEETING THE REQUIR!:D S"f kl::::NGTH
3 THE OWNER SH.A.LL RETAIN THE SER'/ICCS OF A GEOTECHNICAL ENGINEER TO DETERM!NE IF THE FOUNDP..TION SOILS WILL
REQUIP.E SPECi.A.L TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFTEHENTIAL S[FLCMLNT.
4. FILL CVER-EXC,A.VATED AREAS WITH SUITABLE COMPACTED BACKf'ILL, AS l"~ECOMMEND:::::D GY THE PROJECT GEOT[GIN!CAL
ENGINEEH
3.0 BASE COURSE NOTES
1 PL ACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS. UPON UND!STURB[D SOiL.S, U~ FOUNDATION
SOILS ?RE'Pf'RED .AS DlRECTED BY THE PROECT GEOTECHNIC/1.L [NGIN[[n
A. EXTEND THE LEVEL.'NG PAD L./\TEl~AL.:...Y AT LEA.ST 6 :NCfl[S IN fCRONT AND 13Ei-llND Tl I[ LOWEF:.MOST CONCRE If~ R.C IAINING WAl.l_
UNIT.
B PROVIDE AGGf';CGATE Bt\SE COMP1\CTED l'O 6 !NCHES THICK {MINIMUM)
2 COMP/\CT AGGREC;ATE BASE MATERIAL TO PROVIDE A LE'/EL, HARD SURFACE ON "J\.iHICH TO PLACE THE FIRST COURSE OF UNI 'S
3 PREPARE I3ASE MArERIAI..~.:; TO ENSURE COMPLETE CONTACf WITH RETAiNING WAi_L_ U\llTS GAPS ARE NOT ALL.OWCD
9.0 ERECTION NOTES
'I. E.XCAVA f'iON SUPPORl, IF REQUIRED IS THE F~[SPONSl □!LITY 01·' THE CONTRACTOR iNCL lJD;NG THE SI ABll_i IY m· ·:Hf.
~XCA\J/l,"] ICN N~D I rs INFLUENCE ON /\DJACF.NT P!~OPERTll"S AND STRUCTUR[S
2 C,i':N!0Rf\l..: f'Rf'.CT IJN!TS IN ACCOfmANCf.' W!TH MANUFACTURERS INSTP.UCT!ONS AND RE:.COMMENOAT!ONS AND AS SPECIFIED
n1::m:1N
3 P!_ACE. Fl~ST COURSE or CONCRETE WALL UN!TS ON Hi[ PREPAREU BAS[ MATEr{IAL.. CHECK UNITS FOR U::V!:L ANi.J
ALIC~NMrn·~ MAINTAIN Tl l[ SAM[ [L[VATION AT ·;HE TOP rn:: LACH UNI I 1/Vff:-JI\I f::ACH SEC I·I0N Of-l"H\:. 1-lAS!: COURSE
4 '.::NSIJR[ Tl i/\T ;::ouNOATION lJNI rs Af~E IN HJI..L CON"IAC"I WI l"H N.ArLJRAL OR COMPACTED SOIL BASE
b PLACE CONCRETE V'vAI.L UNITS SIDf'·-BY-SIDE FOR F"U:...l. LENC,"1 HOF' WALL ALIGNMENT. A:...IGNMENT MAY BE DONE BY USi:\lG A
srrnNG LINE MEASURED FROM THE BACK OF fHE. B!_OCK GAPS Af~E NOT ALLOWl:CD BF.TWEEN THE r·ouMDATION CotJCRE:TE
1/vi\L!_ UNl·:·s
6 PLACE 12 INCHES (MINIMUM) OF DRAINAGE /V3GRt:C3AT[ BUWCCN, AND DIRECTl_y BEHINlJ I·Ht: CONCRdE WALL UNITS. FLL
VOIDS IN f{ET.A.INING WALL UNITS WIT! I DRAINA(3I:: AGGREGATE µR.OVIIJI:: ,\ UKA!NAGI:: ZONE BCHIND ! Ht WALL UNITS TO WITHIN
9 INCi i[S OF 1 i·I[ F!NAI. GP.AD[ CAP THE KACKf-'IL.L AND LJHAINAGF. AGGRH~ATI-:-LCNC. Wl1H 9 INCHES or :\1PH·NIOUS MATERIAL
/ INSTALL DRPJI\J/1GE Pl Pl:' AT THE LOWEST HJ:VAliON POSSIIJU::, TO MAINTAIN c;RAV'"lY FLOW OF WATER ·:·o OUTSIDE OF THE
Rl::.INFOf{Cl::L) LONE SLOP!:: 'fHl:: MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RErAINING WALL
UNiTS, 1 PERCENT IMINIMUMi TO PROVi!JE GRAVITY !LOW TO THL DAYLIGf IT[D AREAS. DAYLIGHT Tl-IE MAIN COLLEC-llON
DRAiN1\GE Pi PE TO AN APPROPRIATE LOCA.TION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT "150 ,'-'001 (MAXIMUM)
IN l"f:'.RVALS ALONG THI:: \N/1.'_L .
3 RHV10Vf: t:'X.Cl:::SS f·lc..L FROM Tm' OF UNI IS AND INSTALL NEXT COURSE ENSUHE Cf~AINAGE AGGREGi\TE AND BACKf""ILL AHE
COMPACTE:.f) BE.f'ORE INSTALLATION Of' NEXT COURSE
£ CHECK E'ACH COURSE roR LEVEL AND ALIGNMENT f\.DJUST UNITS AS N[C[SSf\R.Y WITH RE!NFOHCEMENT 31 Ii MS TO MAINTAIN
l._f::\/EI., AI..IGNMENT, AND SETBACK. PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE
"iC. INSTALL EACH SUCCEEDING COURSE BACKFILL AS EACH COURSE IS COMPL.ETEO PULL Tl IC UNl:"S f"ORWARD UN rlL THI:.
!..GC::A,TING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UN!TS IN THI:: PRl::::CEO;NG COUR.SI::-. IN 1:::HLUCK
W,\I.J. SC.GMH../ IS l"HAT MEE::T AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES ATTACH CONCRETE RETAINING WALL
UNiTS AT EX"fERIOR CORNEHS W!TH ADHESIVE SPECIFIEC>.
11. INSTALL GEOSYNTI-IETIC REINrORCEMENT IN ACCORDANCE WiTH GEOSYNTHE.TIC MANUFACTURER'S H!=COMMl:::NDATIONS ANlJ
rl I[ S!·IOP DRAWINGS
a ORIENT GEDSYNTl-!t:TIC R.E:.l~~FOHCtMtN I WITH THE HIGHEST S1RENGTH AXIS PE.RPENDICULAR TO THE WALL FACE.
b PR.IOI--/. IO (31::0~YNTHETIC REINFOl'<CEMENT PLACEMENT, PL.ACE THE BACKFILL AND COMPACT TO THE ELEVATION or THE TOP OF
THC WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINF:Ol"CEMEN1.
c. PL.ACE GEOSYNTHCTIC RCINFORCEMENT J\TTH[: [L~VAT!ONS f\ND TO Tl-I[ LCNGT!-IS SHOWN ON Tl-IE DR/WVINGS
d LAY GE:OSYN THET IS t-mNFORCEMEtJT HORIZON r ALL y ON lOP OF THE CONCRf::TE H:C.T i\lNING WAU_ UNI !'S AMD THE COMPACTED
B.t,CKFILL SOILS f-'L.ACE TrlE GEOSnffHETIC RE!NFORCEfvlENT WITHIN ONE INCH OF THE FI\CE OF THE CONCRETE RETA NI NG
WALL. UNITS PLAC[ TH[ NEXT COURSE OF CONCR[TE R[TAINING WALL UNITS ON TOP OF THE GEOSYNTl-iETC REINFORCEMENT.
e THE GLOSYMTfJETIC HC.INFORCEMENT SI lAU He' IN llCNSION ANO rl"\t.C: f H.OM WRINKU:S PRIOR ·1 0 PU\CEJv1f:::NT OF rHE BACKFILL
SOILS PUL.L GEOSYN fHE-1 IC REINFORCEMEN-1 Hf\ND~!AU 1· ANlJ SECURE IN PL.ACE-WI !"H STAPLES. STAKES, OR BY
1--!ANIJ-TC:NSIOMING UNTIL T Hf GEOSYN rHEflC REINFORCEMEN r IS COVERED BY 6 INCHES OF LOOSE FILL
f rHF G[OSYNFJt; rIc RFINFORCEMENTS SHALL Bl:: CONTINUOUS THROUGHOUT THEiR EMBEDMENT LE\JGT!--18 SPLICES IN THE
Gr'.OSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALL0\/1/ED.
g DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT Dlr'{ECTL.Y ON Tl IE GEOSYNTl-lUIC R[INFOR.CLMENT A I L.EP..S I" 6
INCHES OF COMPAC"IEO l:lACKr'll.L SOIL IS REQUll',;ED PRIOH ro OPERArlON or TRACKED VEH!CLES 0\/Ef~ THE GEOSYMTHETIC
i-U:::INFOl'"\C~MUH Kf-'[P TURNING m: TRACKED CONSrRlJCTION EQUIPMENT ro A MINIMUM
I-f\lJBBl.:.R-llH.E::o EOUIPME:Nr MAY PASS OVER TH:'. DEOSYNTHErlC REINf'ORCEMENT AT SPEEDS Of' LESS THAN 5 MILES PER HOUR
llJR\JINC; OF RUBI3ER.-TIRFD r'QUIPMf'N-IS NOT ALLOWED ON GEOSYNTHETIC l"\EINFORCEMENT.
10.0 BACKFILL PLACEMENT NOTES
1 PLACE'. li.El,\!l·ORCED BACKFILL. SPRE.l\D AND COMPACT IN A MANNER rHAfV\/ILL MINIMIZE SLACr< IN THE ffrlNFORCEMENT
L PLAC'::: i:·,LL W!H·IIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 ,NCliES (LOOSE THICKNESS) WHER[
HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCE[DING 12 INC/ l[S (LOOSE 'I-IICKNESS) Wl-·H:.Rl Hl:I\VY, SCIY
PROPEL~ED COMPACTION EQUIPMENT IS USE::lJ
J-\ ONLY LiUHTV\IE::IGH !-HANLJ-UµERA I1::D COMPACTION EQUIP:V1ENT ;SALLOWED WITHIN 4 FEET OF THE BACK OF rHE RETAINING
'NA~L UNI IS.
3 MINHV1UM COMPACTION REQUIREME'."-JTS FOR FILL. PLACED IN THE f{E:.l~ffOHCE:U ZONE:
A COMPACT TO 90 F'ERCENT or: THE SOIL'S STANDARD MAXIMUM Df{Y UENSITY \ASTM 01557_) FOR THE ENTlf{E WALL I !EiGI !T
B VERlr:y COMP,t.DrON REOJ!r~EMENTS WITH lHE PROJECT GE.OTECHN!C/-\L ENGINEER
C U I ILi !Y rr~r:::NCH 1:3ACKFILi. COMPACT UTILITY TRENCH BJ\CKFII.L IN OR 8[:'! .. 0WTHE RF.INFOF<CED SOIL ZONE: TO 9C PERCENT OF
THE SOIL'S STANDARD MAX.IMUM ORY DENSITY (ASlM D1557). OH AS RECOMMENDED BY THE PROJECT GEOTECHNICAL. ENGINEER.
D MOISTURE CONTENT AT OR 2 PERCENTAGE POINTS ABOVE THE'. OPTIMUM MOISTURE CONTENT IOF~ ALL. WALL I ![IGIITS.
E Tf-lES[ MOTES r,1AY BE CHANGED BASED ON RECOMMENDATIONS DY TliC PRO.J!=CT" GEOT[CI INIC.AL ENGIN[:Ef~
4 A.T THE END Of' EACH DAY'S OPERA.T!ON. SLOPE THE LAST LtVE.L OF COMPACTED 13ACKFl'-L AWA'{ F;:WM T! IC INTl::RIOH
,CONCE.A.LED) FACE OF THE WALL TO DIRECl SUF~F--ACE WATER r~UNOFF AWAY I::qoM Tl-Ii:. WALL F!\C[
A n ll G'.:Nlf"~AL CONTRACTOR !S RESPONSIBLE FOR ENSUKIMG THAT THE FINISHED SITE DRf\lN/\GE iS DIRECTED t\'NA Y t ,WM I'1-lt:
Rf::.TAINING WAL.L SYS I EM
8 l~J AUUITION THE c;ENERAL CON I R/\C"i OR. IS RESPONSIBLE FOR ENSURING r-lA"T SURFACE WATER RUNOFF FROM ADJACENT
CON:,; HUC IIm, AHl::AS IS Nm All.OWED TO ENTER THE RETAIN!NG 'NALL AREA OF THE CONSTRUCTIO"\J SITE
5. ANY s ! RUC 1UF.AL f'II..L Pl.ACED MUST SE KEPT FROM FREEZING, l~EOU!RING THE USE OF rnosT BLANKETS AND GOOD WINTER
CONSTi1UCTiON JfiACTICf'.:S G[NERALLY, WINTER CONSTRIJC rI0N REQUlf~ES THE IMPORT OF NON-mos T SUSCE:PTIBLE SOILS
TYP'CAl_LY C!_EAN SAND AND/OR GRAVEL ft.NY STRUCTURAL. FILL FOUND TC BE FROZEN ON SUBSEOUrnT DAYS or
CONSTRUCTiON MUST DC REM0\1ED AND RE:.PL./\Cf::'D PRIOR TO PL.ACING AUCJrTIONAL. FILL
11,0 CAP UNIT INSTALLATION NOTES
1 Af'F'LY ADHE8IVE: IO TH>:: TOP SURFACE OF THE UNIT BELOW AND PLACE THE Cl'~P UNIT IN'O DESIRED POSITiON
'2 CUT CAr) UNITS AS NECESSAP.Y TO OBTAIN THE PROPER FIT
3. BACKFILL AND COMPACT TO TOP OF Cr\P UNIT
12.0 WALL CONSTRUCTION TOLERANCE NOTES
WALL CONSTRUC"-::-ION TOLERANCES
A VERTICAL ALIGMME'NT PLUS OR MINUS 1-1/4 INCHl:-:S OVER ANY 10·1-'UO I UISI ANCE, Wl"I HA MAX!MUM IJll+'f-:'·<(ENTtA:... OF 3 INCHES
OVER THE LENGTH OF THE WALL
B. HORIZONTAL LOCAT"ION CONTROL f-CROM GRADING PL.AN
8.1 S fRAIGl!T UN[S ?LUS OR MINUS 1-1/4 INCHE:S ovrn ANY 10-i--'OQ"f DISTANCf::: WI IH ,11, MAX'MlJM DIFFER EN I I.AL. OF 3 INCHES
OVt::.R rHf::. L.E::NG l"H OF THt:::. WAL~
8.2 CORNER /\ND RADIUS LOCATIONS: PLUS OR MINUS ·12 IMCHES
B.3 CU'WES AND SERPENTINE RADII Pl.US OH M!NUS 2 FEET.
C. IMMEDIAtE POST CONSTRUCTION WALi_ BP..HER: WITHIN 2 DEGRl:::i~S OF HIE DESIGN BA I·T1:::H OF r'--IE CONCRET!~ RETAINING
WALL UNITS.
D BULG:NG PLUS Oi{ M!NUS '-114 I~JCHES OVER ANY 10-FOOT DISfANCE
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13.0 UTILITY NOTES
·1 UTILITY lr-JFORMATION MAY \IOT HAVE BEEN PROVIDED TO T··IE E\IGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS,
AND THEI\EFOf'\E MAY NOT BE INCLUDED IF UTILITIES ARE LOCATED VVITI-IIN THE PROPOSED REINFORCED ZONE THE ENGINEER
OF RECORD MUS"T BE NOTIFIED PR!OR TO CONSTRUCTION OF Tl-iE SEGMENTAL HETAIMING WALLS lO REVIEVVTHE OESIGN
AN DIOR PLANS MODll"IC/fflONS TO TflE DESIGN AND/OR PLANS MAY El[ REQUIRED, AND MAY TAKE UP TO TEN BUSll\lESS DAYS.
~ UT;l.lTIES MUST BE PROPER.LY DESIGNED (BY OTHERS) TO WITHSTAND ALL roRCES FROM THE SEGMENTAL RETAINING WALL
UNITS, REl"-IFORCED SOIL MASS, AND SURCHP..RGE LOADS {IF ANYl.
3, STORM DRAINS ARE PRONE TO LEAKING Tfl[nEFORE, IF A JOINT IN .A.. STORM DRAIN IS l_OCATEO WITHIN ·100 FEET or THE
RETAIN:~JG ',NALL THE STORM WATER P!PC MUST BE WATER T!(;i--lT NEOPRENE 0-RIMGS MUST BE INSTALLED AT ALL STORM PIPE
.JD!N rs AS/\ MINIMUM.
4 VVAl"EH UNES. INCLUDING IRRIG.A..TION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE F~ETAINING WALL. L[AKAGE
BEHIND A m:::TAINING WALL VVIL.L INCREASE THE HOF~IZONTAL PRESSURE AGAINST Tl-IE WALL LEADING TO WALL FAILURE FOR
lHIS REASON, SUBSURFACE WATERLINES AND IRRIGATION SYST[MS SHOULD NOT BE iNSTALLED ABOVE THE REINFORCED
ZONES er THE RETA!NiNG WALL, on. WITI IIN 5 FEET OF THE REINFOP.CED ZONE
14,0 F1ELD QUALITY CONTROL ANO QUALITY ASSURANCE NOTES
1 INSTALLER !S RESPONSIBLE FOR QlJJ\LITY CONTROL OF INS rAL LA I ION Of-SYSTEM COMPONENTS.
2. THE OWMER SHA.LL_ EMPLOY AN INDEPEl'JDENT THIRD PAR.TY SPECIAL iNSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL
CONSTHUCT!ON TO PEHFORM QUALITY ASSURANCE VER.IFICATION OF THE CORRCCT INSTALLATION OF SYSTEM COMPONENTS IN
ACCOROANCE \NITH THESE SPEC:l"ICATIONS Nm THE DRAWINGS.
3 CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE f{EQUIREME:NTS SI-IOWN ON THE i.JRAWINGS AT fHE
INSTALLER'S EXPENSE.
4. PROJECT GEOTECHNICAL ENGIN[[R TO PCRFORM COMl--'AC"TION Tf..:STING OF fHE::: REINFORCED BACKFILL PLACED AND
COMPACTED iN THE REINFORCED BACKFILL ZONE
A l"ESTING FREQUENCY (OR AS DIRECTED BY PROJF:CT GEOTECHNICAl. ENGINEER)
B ONE TEST roR EVERY 2 FEET (VERTICAL.) OF FILL Pl...A..CED AND COMPACTED, FOR EVERY 50 LINEAL FEET or RETAINING WALL.
C. VARY COMPACTION TEST LOCATIONS TU COVER Tl-IE ENTIRE AR.EA OF THE RCINFORCED SOIL ZONE, INCLUDING ·rHC AREA
COMPACTECJ BY THE. I-IAND-OPl::RA rEO COMPACTION EQU!PMCN r
5 PP.OJ EC I Gl::O I ECHNICAL !::NGINEER ro Tc.SI ALL. SOIL PROPOSED FOR USE: IN THE SEGMENTAL RETAINING WALL
CONSTRUCTION, !NCUJIJINC; SOIL IN THE. FOUNDA-I ION, RETAINED AND REINFORCED ZONE OF THE WALLS, TO VERIFY
COMf-'l.lANCE WITH If-IE-MATERIA:... SPECIFICATIONS AND ENGINEERING PROl~ERTIES
15.0 STATEMENT OF SPECIAL INSPECTIONS
1. SPE:CIAL INSPECTION IS REQUIRED IN ACCORDANCE WI rH IDC Sl::C rlON 1704 5
2 Tl-IE -SPECiAL INSPECTOR'S RESPONSIBIL.I l'IES !NCL.UDE:. VERIFYING rHE r"OLI .. OWING·
/\ UNIT DIMENSIONS
t3 ANCHOR WALL UNIT IOc!'JrlHCATION OF COVIPLIANCE WITH .ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH AND WATER
ABSORPTION AS DESCR'BED !N SECTION 3.1 OF ICC REPORT 1959
,.::. FOUNDJi.TION PREPARATION
D UNI] PLACEME:NT, INCLUJING ALIGNMENT AND INCLINATION
f:' GEOSYNTHETIC REINFORCEMENT TYPE AND r-'LACEME:NT
f:: BACKFII_L PLACEMENT AND COMPACTION
G DRAINAGE PROVIS!ONS.
3 TYPE AND EXTENT OF SPECIAL INSPECTION
A SPEC'AL INSPECTION SHALL BE PEr{FO!~MED ON A CONTINUOUS BASIS.
4 !YPE AND !=X"TENT OF EACH TEST
A MODULAR UN!T D!MENSION SHALi.. BE VERIFIED ONCE PER WALL PRIOR TO THE STP.RT OF CONSTRUCTION.
B CONCRETE UNIT SHA!_L H.ti.,VE A MINIMUM 28-0AY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF
7 PERCENT
C. FOUNDAJ"ION PP.EPAl-{ATION SHALL 8E IMSl--'E.CrED FOR COMl--'LIANGt:: WI fH lHE ANCHOR RETAINING \/VALL DESIGN PARAMETERS
AND GEO"IECHNICAL C.NGINl:::1--J~ OF RECOR.D RtCOMMENDATIONS ONG!: PEK. WALL PRIOR TO PLACEMENT OF CONTROLLED FILL
D ANCHOR UNIT ALIGNMEN r NJIJ INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HOHIZONTAL LOCATION PRIOR TO
CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION
E. GEOSYNTHETIC REINrORCEMENT TYPE SHALL BE VERIFl[D PRIOR TO CONSTRUCTION WITH AN INSPECTION or THE
GEOSYNTHETIC REINFORCEMEMl DEL!VERED TO THE sI·I t: 1-'OR WALL CONSTRUC"llON. PLACEMENT OF GEOSYNTHETIC
REINFORCEMENT SHALL BE CONTINUAL.LY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR
RETAININCO WALL P!_ANS.
I' BACKFILL SOIL SHALL BE vrn.lH[D IN COMPLIANCE WITH THE ANCHOR R[TAINING WALL PLANS AND SOIL DESIGN" PARAMETERS
PRIOR TO JI.ND PERIODIC.A.LLY DURING CONSTRUCTION. 8ACKr"iLL SO!L COMPACr:ON SHALL BE CONTINUOUSLY VERIFIED
COM?ACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVE.HY 20.40 YAFWS
Or'" 8/\CKFILl. PI_ACED
G ALL DRAINAGE PROVIS!ONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE
RECOMMENDATIONS OF THE GCOTECHNiCAL ENG;NEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL.
5 SEISMIC O!Z \/VIND F'.E:SISTANCE
J'I. THERE ARf:: NO A,.JDITIONAL SPECIAi INSPE:-,C noN Rf::OUIREMENTS FOR Sl'-ISMIC OR WIND RES!STANCE PER CBC 1705.
6 STRUCTURAL. OBSERVATIONS
J'I. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1709
7 SPEC,/1,1 INSPECTION NOTE.S.
A TriE SPECIAL INSPECTIONS IDENTIFIED ON PLMJS ARC IN ADDITION TO AMO NOT A SUBSTITUTE FOR, !HOSC. INSPECTIONS
REOUIR!::IJ ro BE PEP.FORMED BY lllE Ci IY'S BUILDING INSPfCCTOR
B WORK f~ELJI.Tl:=:,J TO SOILS SHAU BE PERFORMED BY THE GEOTFCHNICAL_ ENGINEER OF RECORD, AS PER THE PRO,:ECT
GEOTECHNICP.L REPORT
16.0 SUBM!TTALS
1 -HE GEOTECHNICAL E!\JGIMEt::R SHALL SUBMIT VERIF!CAT!ON TO RED ONE i::NGINEER:NG PP.IOR TO THE START OF SEGMENTAL
WALL CONSTRUCTION Tl IAT ALL SOILS PROPOSED FOR CONSTRUCTION MC:ET THE REQUIREMENTS OF THIS SPEC!FICATION
PREPARED FOR THE EXCLUSIVE USE OF
1295 D!STRIBUTION WAY
VISTA, CA 92081
TEL 150 508 o:rrn
F"/\X /00 b09 U0/8
D
RETAINING WALL SYSTEMS, INC
/1\
DA1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
17.0 ANCHOR WALL DESIGN NOTES
l. 11· IS THE Rl::Sl--'ONSIBILl"fY or THE OWNER on. OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS
ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION IF THE SOIL STRENGTH PARAMETERS ARE FOUND
TO BE INCONS!STENT WITH THOSE ASSUMED BY Tfl[ CNGINEER OF RECORD THIS DESIGN IS NO LONGER VALID ANO IT IS THE
[{ESPONSIBl'...iTY or THE OWNER OR OWNER'S REPRESENTATIV[ TO NOTIFY THE ENGINEER or RECORD so THE RtTAINING Wi\LL
SYSTEM CAN BE REDESIGNED FAILURE TO NOT!rY THE ENGINEER or RECORD MAY RESULT IN rAILURE Of THE RETAINING
'NALL.
2. SOIL DESIGN PARA.METERS:
A REINFORCED SOIL: PHI= 25 DEGRE:[S C=' 0 PSF GAMMA= 115 PCF
RETAINED SOIL Pl II=' 25 DEGREES C= 0 PSF GAMMA= 115 PCF
FOUNDATION SOIL PHI"' 25 DEGREES C= 0 PSF GAMMA= 115 PCF
3 DESIGN PEAK GROUND ACCELERATION (213 'PGAm PEH 2013 CBC 1\ND ASCE 7-·!0) 0.29G
4 REINFORCED BACKFILL SHALL MEET SOIL CLASSlrlCATION, GRADATION AND PLASTICITY INDEX AS STATED IN SECTION 6 5 THIS
SHE~T
5, GEOTECHNICAL PARAMETERS USED FOR DCSIGN SHALL I3E CONFIJ{MED BY G[OTECHNICAL ENGINEER PRIOR TO WALL
CONSTRUCTION
6 LA.TCRAL EARTI I PRESSURES ARE DET[RMINED USING COULOMB EAFffH PHl::SSURE THEORY
7 INTERNAL STABILITY OF WALLS
A. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH::: 1.50
B MINIMUM FACTOR OF SAFETY ON GEOGRID PUI_LOIJT = 1.50
C. PERCENT COVERAGE OF GEOGRID"' 100o/,,
8. EXTE~NAL STABILITY
A MINIMUM !"ACTOR OF Sf\FTrY AGAINST BASE SLIDING cc 1.50
B. MINIMUM FACTOR OF SNTrY AGAINST OVERTURNING"" 2.00
C MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS= 2.00
IJ UNIFORM SURCHARGE= AS SHOWN ON STRUCTURAL CAl_CUI_ATIONS
I:: BACKFILL SLOPE::: AS SHOVVN ON SiTE PLAN AND STRUCTUP.AL CALCULATIONS
9 GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNICAL ENGINEER)
A MINIMUM !'"ACTOR or SAFETY AGAINS1 STATIC GLOBAL STABILiTY"' 1.50
B. MINIMUM FACTOR or SAFETY AGA!NST SJ:;ISMIC GLOBAL STABILITY= 1.1ti
18.0 ANCHOR WALL ICC REPORT
ANCHOR WALL SYSTEM APPROVED FOR USE \JlilTH MIRAFI GEOGRID IN ICC·ES REPORT ESR-!959
19.0 APPLICABLE BUILDING CODE
ALL CONSTRUCTION SHALL CONFOHM TO THE 2013 CALIFORNIA BUILDIMG CODE
20.0 ANCHOR RETAINING WALL PLAN SHEET INDEX
SHEET"/.
SHEET 8.
SHEET 9
SHEET ·10
TITLE: SHEET AND NOTE:S
ANCHOR WALL PLAN VIEW
ANCHOR WALL PROFILE
TYPICAL WALL SECTION AND DETAILS
11 AS BUILT"
illLf{ trl:tl ~1,~1i~
RCE68 <'fd°I EXP, Cf ko/t"I DATE
DA1E INITIAL DA1E INITIAL
OTHER APPROVAL CITY APPROVAL
CITY OF C ARLSBA.D SHEETS
I CJ ENGINEERING DEPARTMENT
h:\i/T<f8
:24 J 4
APPROVED: -':_ . . I ~+-JASON S. GELDERT .{I,,_ .ANlA. Jt-· ·u,-z.ott
c-,TY-E-NG-IN_E_ER...:,,;'-'"....,,"lR:LC<.:E "'e~39-12 ____ EX_P_IR-ES---,9/30/18 DA TE
OWN BY:
CHKD BY: -..,...._.,..--
RVWD BY: 6iif!l,
PROJECT NO.
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DRAWING NO.
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CONSJKUSTIQN NOTES
1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN
FOR REFERENCE ONLY. Pl.EASE SEE PROJECT GRADING PLAN
FOR SITE INFORMAflON.
I
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I
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2. GENERAi CONTPACTOR/DEVELOP[R AND GEOX, INC. SHAI I
COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN
CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE
ENGINEERING, INC. SHALL BE CONSULTED PRIOR TO ANY
EXCAVATION WITHIN THE REINFORCED ?ONE. ALL EFFORTS SHALL
BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN
FEATURES DURING WALL CONSTRUCTION.
.3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE
FINISHFD GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE
ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS
COMPLETE. NO STANDING WA !ER SHALL BE ALLOWED TO POND
ABOVE THE ANCHOR RETAINING WALL,
R:\1 Active projects\~-iarris Residence\Constr•Jction Drawings\C651-525NN0. dwg. SHEET 2, 12,5/2016 9:26: 11 AM
WALL ;!!4 i • '
ANCHOR
prepared by 1~ed
one
engineering Inc
I
i
f
RETAINING WALL PLAN VIEW
SCALE: 1''= 1 O'
PREPAf,ED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION \NAY
VISTA, CA 9208·1
I E-l. 760 50£ 00/9
FAX 760 ~i09 00/8
1
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1295 distribution way
vista. ca 9208'1
phone 760.410.1665
facsimile 760.509.0078
matt@red 1 engineering. com GIDGRID
RETAINING WALL SYSTEMS, INC
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APPROVED: , ..j )+. JASON S. GELDERT
----~""'1,LJ""".!f.,1/_,,l/'..LV ______ __Jll,·l,O•U,I(
CITY ENGINEER/ RCE 63912 EXPIRES 9 30 18 DATE
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362
360 g
358 g + -356"
354
348 TOP GL = 9.0'
GRID LENGTH = 7.0'
346 1+00.00 TO 1+09:00
344 ~
0 C,
342 ;';
II
340 [;'339,00 TV,
338 ,.
336 ·
334
332'
330
328,
326
1+00 1 +10
· TOP 'GRID LENGlH = 13:0'
GRID l£NGTH = 9.0'
1+09.00 TO 1+29.25
3700 .... TV
I
TOP GRID ;LENGni = 9,0'
GRID LENGll! -7,0';
1+29:25; TO 1 +42. 75
319,67 BIi --~ SUBDRAIN ~UTLET L□C~;l□N
DAYLIGHT T□ SLOPE
1+20 1+30 1+40
II} r-. ru ... + -II
f-ll.
ANCHOR RETAINING WALL#1 PROFILE
· TOP Gt = 17.0'
GL = 13.0' ·
1+00.00
TO
1+10.50
' VALL #3 TD BUTT
TOP Gt k 15.0'
GL = '11.0'
·1+10:50 Td
1+18:75
'
AGAINST P□□L \/ALL .. SEE DETAIL H/ 4;
TOP Gt =· 14:0' .. TOP·Gt·~· 13.0'
GL = 10,0' Gl = 9.0'
1+18;75
TO
1+27 •. 00 .... '
1+27.00
TO
. H-35.25
SCALE; 1"= 6' H:V
TOP GRID LENGTH = 9.0'
GRID LENGTH = 7,0,
1+35.25 TO 1+55.50
-
348
'346
;344
·; 342
340
:338
'336
334
;332
'330
'
328
326
1il Iii 1f)
1
ii
li:
0,33 BIi
348
346
344
342
.J
340 ''·>:i'=t-r=----"
338!
336:
1+00
___J
] MIRAF! 3XT LAYERS = 4' FDR
CONNECTION STRENGTH (TYP,)
suaDRAIN OUTLET L□CA Tl□N .
DAYLIGHT TO SLOPE
1+10 1+20 1+30 1+40
ANCHOR RETAINING WALL #3 PROFILE
SCALE: 1"= 6' H:V
LEGEND
4" CAP UNIT """" 8" CAP UNIT l.><.J
VERTICA UNIT [ __ _j
MIRAFI GRID 3XT
MIRAFI GRID BXT -FINISH GRADE -------
TOP OF WALL TW
BOTTOM OF WALL BW
GRID LENGTH GL
POINT OF CURVE PC
POINT OF TANGENT PT
1+50
j
t
'-""'='~1 :>':"1, ! b
R:\"1 Active projects\Harris Res,dence\Construction Drawings\C651-525NN0.dwg. SHEET 3, 12/5/2016 9:26:16 AM
362
360
358
356
354
:352
350
'348
346
344
342
340
338
336
1+60
prepared by 1~ed
one
engineering Inc
1295 distribution way
vista, ca 92081
phone 760410 1665
facsimile 760.509.0078
matt@red 1 engineering.com
362 '362
GRID LENGlH = 16,0' ··
360 ·H00.00 TO 1+63.75 · 360
358
-Iri
" 358 M "' 356 + 356 -II II 354 354
352 352
350 350
348 348
O· 0 346 ci--, ..
0 346
+ -344 II 344
u
342 ll. 342
340 340
338 338
336 336
334 ·334
1+00 1+10 1+20 1+30 1+40 1+50 1+60
ANCHOR RETAINING WALL #2 PROFILE
SCALE: 1 "= 6' H: V
' ' 362
360
TOP GRIO LENGTH = 14.0'
GRID LENGTH = 10,0' TOP GRID LENGTH "' 15.0'
· GRID-LENGTH···= 11,0'-
362
358 ~ C
"' 356 ;';
IL.
354 It
352
350
348i
346
344
342
340
338
336
1+00
PREPARED FOR THE EXCLUSIVE USE OF
1295 OIS1RIBU !"ION WAY
VISTA.., CA 92081
TEL 760 509 0079
r:AX 760 509 0078
GIGGRID
RETAINING WALL SYSTEMS. INC
1+00;00T01+12:75" 1+1¼.75 TO 1+60:00 "' " 360 (\J 0
-
. ,·
.MIRAFI .3XT LAYERS = 4' FOR.. C□NNECll□N STRENGTH (TYP,)
1 +10 1+20
353,00 Tl,/
341.00 BIi
1+30
' ll
• • • • I
.',/ALL .. #4] .... TO.BUTI
AGA_INST . P,□□L \/ALL.
SEE DETAIL H/ 4,
· SUBDRAIN-□UTLET LOCATION
DAYLIGHLT□ SLOPE
1+40 1+50
I'·
II} +· -II
u 0.
'
d .,, 358 + -II
f-356
a.
354
;_, 352
.. 350
.T:) 348
' .. . 346
'1344
342
340
338
336
1+60
ANCHOR RETAINING WALL #4 PROFILE
SCALE: 1 "= 6' H: V
"AS BUILT"
/tdti iJUJ
RCE68'{J-'.:f EXP, o/},;<)/t"t • L DATE
INSPECTOR
SHEETS iSHEEl'l crrY OF C /\I\LSBAD
>----+----<f-------------------+----+---1----e-----< l..2_j ENGINEERING DEPARTMENT ~=='..'::::::=========:::'....'::=~ l CJ
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
HARr:JS Rr:SiDlNCL
:2 .. 11°1-1NlCOFiNlO :,TRCLT
APPROVED: JASON S. GELDERT
-----=µ,,<1£1!...L.J/..-------~IZ·W· Z,r,,1 Z.
CITY ENGINEEFV
DWN BY:
CHKD BY:~~-
RVWD BY: 7.d&
RCE 63912 EXPIRES 9 30 18 DA 1E
PROJECT NO.
PDlfi l'S
DRAWING NO.
··iD4-?:\
□
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STEP 1 -PLACE RC!t,:FORCEMENT
SO Tl--LAT 1.lTTI .. E OR NO OVERLAP
OCCL1RS lN THE RADlUS AREA. ll"'
OVLRLAP OCCl ms, PLACE 2 TO 3
INCHES OF SAND BETWh'!:~N THF
R[lNi'ORCEME:-lT LAYERS.
'
2 TO 3 fNCHES OF SOIL f-i!LL
REQUIRED BETWEE"l
OVER.LAPPED REINFORCEivlENT
FOR PROPEi'\ SOIi. AND
Rl"1 INFORCFl'vtrNT
1N·1·b;RACn<)>l. r
L
l_
STEP 2 -· LAY THE '\EXT COURSE
or, fl.LOCK. MAKE A MARK ON
THE BACK Of THE BLOCKS IN
THE AREAS THA r ARE NOT
REINFORCED. BACKFILL AND
COY1PACT TlIAT COURSE.
~ -PLACF REJNFORCEMFNT IN
PRJMARY
S"rRFNOTH
DlREC'l ICJN
1->--L--:;:-;l_
fHE AREAS WI-II::RE 'lHJ:~ MAK KS SHU\V,---------±
01-WS [N Tl !F !.O\VU<. RF!NFORCF:'vlFNT
PATTERN. CONT!Ni_}f--: NOJUv1Al. Wi\!.I,
CO\lSTRUCTION, REPEAT\NG THESE f------1:
STEPS AS ~EEDED.
A
Anchor T\1 Vertica''' Retaining \Vall
OUTSIDE CUR VE DETAILS
NOTTOSCAI.F
PLACE ADDITIO\!AL RCIJ-,FORCEtvlFNT ON THF NEXT COURSE OF
\ SE(Ji\'IENT/\L UNIT fiVfMEDIATE!.Y AROVr" T!IF SPECIFIED PLACE.MENT
El .EVATIO'\J IN A MANNER THAT H..rtvJTNATES CiAP'I LEFT BY THE PREVIOLfS
\:;; ,' :;,; """"' es," , " rnss,'R rn,e 'l" ss,sm
L
FXTr''\lf) nFOSYNTl{FT!C RLl:-,.Jf.ORCr:tv11"\NT
TO \Vl"I-HIN 2" OF l.O\Vf-:R Bf,OCK F.I\CE
9" MlN.
PL/\CE (JFOOR!D
OVER LOCATOR NOTCH
1--
C
Anchor1M Vertica'J Retaining Wall
REINFORCEMENT CONNECTION DETAIL
n
10
Anchor"' Verlica'" Retaining Wall
INSIDE CURVE DETAILS
NOT 10 SCALf-:
SET POSITION OF SLEEVE
IMMEDIATELY BEHIND TOP
MOST VERTICA UNIT.
10 NOTTO SCALE
RAILING TYPE AND
POST SPACING PER
PLANS BY OTHERS SET FENCE POST ON
THE "INBOARD" SIDE OF
VERTICAL PORTION OF
THE CANTILEVER BASE
-----------SLEEVE-IT 1224R UD
CAP UNIT
ANCHOR UNIT
SLEEVE-IT 1224R
( 12" DIA. X 24" DEEP)
FILL SLEEVE WITH
CONCRETE, SET
FRONT SLEEVE HALP
/ REAR SLEEVE
,,--STRUTS
HALF
FENCE POST. ~--CUT THE GEOGRID
AROUND THE
SLEEVE-IT SYSTEM
AS NECESSARY
CANTILEVER BASE
F
10
-· FlLTFR FABRIC BEHlND
T\VO BLOCKS, EXTEC\JD1NU
VERTICAL LEG
*FENCING SYSTEMS APPROVED FDR USE WITH THE SLEEVE-IT 1224R ARE
LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK -UP TO 8-FT, PRIVACY
UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. 1 O' MAX. POST
SPACING.
DETAIL OF FENCE POST INSTALLATION USING SLEEVF-JT1 M 1224R
I\OT TO SC\LE
CO\CRl::'"J E \VALL
F[LTER FABRIC BEHIND
TWO BLOCKS, EXTENIJING
2 :::LET nuu;--m CONCRETE \VALL 2 f[ET BEHIND CONCRETE WALL
F!RST COLRSE
;:,,· ''+'" i¼W'/4 '
~~';>
1-·11:n:.R FArm.rc nr:HIND
T\VO EH .UCKS, EXTE""\JDING
2 FEFT BU-IlND CONCRETE \V:\LL
Sl"'.COND COURSE
CONCRETE \VALL
FIRST COUKSE
F;LTER FABRIC BEHIND
TWO BLOCKS, EXTENDfNCl
2 Fl:ET BbHIND CONCRbTt \VALL
SECOND COURSE
H
AnchorTM Vertica;: Retaining \Vall
\VALL ABUTTING CONCRETE WALL
10 NOTTO SCALE
r
D
10
GRAVEL Ll".VFl 11\G PAf1
AnchorTM Vertica® Retaining Wall
LEVELING PAD STEP DETAIL
NOT TO SC:AIE
~14.2"
VERTlCA UNIT
4" CAP LNlT 8" CAP UNIT
ANY FENCE ORGU/\RDR/\lL WlT!l!N 3' OF TOP
FACE OF WALL WILL REQUlRE SLEEVE-IT 1224R
4" OR 8" CAI' UN!T
PER PROFILE
2° VERTJCA "' BLOCK ---i
12" WJDE DRAJNAUE COLUMN
Xi" CR(TSHED ROCK
G
10
FINISHED GRADE PER GRADl)!G PLAJ\
AnchorTM Vertica"' Retaining Wall
TYPICAL REINFORCED WALL SECTION
NOTTO SCALE
E
10
AnchorT"' Vertica@ Retaining Wall
SOMETRIC BLOCK VIEWS
NOT TO SCALE
11 AS BUILT"
fefl td ii if
rfa:6&1/<t1 EXP, q/scl/1'1_
[SHEE'il0 CITY OF Cl1.F?LSB1-\.D
1----+-----1e------------------+-----+----1----1----a LlQ_J ENGINEERING DEPARTMENT
t----+---+~------------------+----+---+---t------1
DATE
SHEETS
10
prepared by PREPARED FOR THE EXCLUSIVE USE OF H\f;:R[:S l{F:;:SIUr:NCf.:
?41-1 UJ\ICOJ/NJO :STfcJ,:C:'I' 1~ed
one
engineering Inc
1295 distribution way
vista. ca 92081
phone 760.410.1665
facsimile 760.509.0078
matt@red 1 engineering.com
1296 DISTR!BUTION WAY
VISTA, CA 92081
-1 EL 76C ,509 0078
FAX 760 509 0078
RETAINING WALL SYSTEMS, INC
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
APPROVED: JASON S. GELDERT
----lL,M:Ll-::_2.._:__ _____ ~J z:. u,, u, J-'
CITY ENGINEER
DWN BY:
CHKD BY: RVWD BY: ~'i:,~~=,0~
RCE 63912 EXPIRES 9 30 18 DATE
PROJECT NO.
l'D 1 C - I 'i
DRAWING NO.
I9~ 7.A
R:\1 Active projects\Harris Residence\Construction Drawings\C651-525NNO.dwg, SHEET 4, 12/5/2016 9.26:21 AM
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