HomeMy WebLinkAboutDWG 492-8A; PD 16-10; TAMARACK STARBUCKS; 01-05GRADING NOTES
(IN ADDITION TO Tl-IE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
I. THIS PLAN SUPUISEDES ALL OTHER PLANS PR[VIOUSL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY POR noN OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OT/-/ER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE C/-/ARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO Tl-/£ CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 8£ REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF _ WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING T/-I£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH[
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS Vil
OR BETTER AS ESTABLIS/-IEO BY "BESTS" KEY RA TING GUIDE.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
Tl-IE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF Tf/ESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRAD/NC PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL 8£ MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY [NG/NEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPR/A TE SHEET OF Tl-I[ PLANS AND (HE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY TH[ Cl TY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONOlr/ONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH[
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VE/-1/CLES S/-IALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
12. WH[RE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, S/-IALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENC/NEERING
INSPECTOR W/Tl-I/N TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPOFIT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING P[RMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNO[R THE DIRECTION OF A PROFESSIONAL [NGINE[R OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCONSTRUCDON M[FTING SHALL BE H[LO AT THE SITE PRIOR TO THE
RFCINNING OF WORK AND SI-IA/I Rf A TTFNDW RY Al I RFPRESFNTA TTVFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHFR
ASPECTS OF Tf/[ WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING Tl-IE INSPECTION LIN[ AT (760) 438-3891 AT LEAST FIV[(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN 8£
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PR[CONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE A VAILABL[ PRIOR TO
SCHEDULING. Tl-/£ GRADING PERMIT WILL 8£ PROVIDED BY THE PROJECT INSPECTOR
AT Tf/E MEETING.
15. Al I INSPFCVON REQUESTS OTHER T/-IAN FOR PRECONSTRUCTION MEETING W/1I BF
MADE RY CAI I ING THE FNGINFFRING 24-HOUR INSPFCVON RFQllf5I I INF AT
(760) 438-3891. INSP[CT/ON R[QU[S{ MUST BE RECEIVED PRIOR ro 2: 00 P.M
ON Tl-IE DAY BEFORE THE INSPFCTION IS NEEDED. INSPECTIONS WILL 8£ MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTf/ERWISE. REQUESTS MAD[ AFTER
2: 00 P.M. WILL BE SCI-IEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY ANO 1-/EALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE 1-IAZARO OF CAVING GROUND DUR/NC Tf/£
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCA VAT/ON. IF THE PLAN VARIES FROM THF SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRA TIVF CODE THE PLAN S/-IALL 8£ PREPARED BY A
REGISTERED ENC/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASI/NC OPERA T/ONS.
19. IF ANY ARC/-IAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON, OPERATIONS WILL CEAS[ IMMEDIATELY AND THE
PERMITTEE WILL NOTIFY Tl-I[ CITY ENGINEER OPERATIONS WILL NOT RESTART
UNTIL Tl-/£ PERM/TT[£ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON Tl-/£ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL B[ LIMITED TO Tl-IE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SIT[ HAUL ROUTES SHALL 8£ SUBMITTED BY Tl-IE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL 8£
DEPOSITED A(. A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
S/-IALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES ARE
TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED
BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINIS/-/ GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS S/-IALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL B[ IRRIGATED, STABILIZED, PLANTED AND/OR 1-/YDROSEEOED
WITHIN TEN (10) DAYS OF Tl-/£ TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS. .
28. LANDSCAPING SHALL BE ACCOMPLISI-IED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO 4928L , AND/OR AS DIRECTED BY Tf/E CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT S/-IALL INSUFIE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOT/-/ THE LANDSCAPE
AND If/RIGA TION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME FIEOUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND r~EPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH Tl-I[ PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR TH[IR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4/JJ
SOC&£ (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (619)262-1122
CITY OF CARLSBAO(STREETS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
'SAN 0/EGUITO WATER DISTRICT (760)633-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALL[C/TOS WATER DISTRICT (760)744-0460
'OLIVENHAIN WATER DISTRICT (760)753-6466
'BUENA SANITATION DISTRICT (760)726-1340 x/330
'AS APPROPRIATE
33. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT fl/RES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.8}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAi APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO T/-I£ CITY ENGINEER VIA Tl/£
PROJECT INSPECTOR {15.16.120 A 10} CARLSBAD MUNICIP/\L CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WIT/-/ CITY
CODE ANO THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
( 3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF TH[ SOIL, AND SUMMARIES OF
Fl[LO ANO LABOR A TORY TESTS. THE REPORT S/-IALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THA r THE
GRADING WAS DONE IN ACCORDANCE WIT/-/ THE REQUIREMENTS ANO
RECOMMENDATIONS OUTLINED IN Tl-IE PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
( 4) REPORT WIT/-/ AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR T/-1/S PROJECT IS ISSUED WITHIN ONE (1) .
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOi/
ANY SUCH REC/-IECK.
35. IN ACCORDANCE WITH THE CITY STOFIM WATER STANDAFIOS, ALL STORM DRAIN INLETS
CONSTRUCTED BY T/-1/S PLAN S/-IALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SI/ALL B[ ADDED TO Tf/[
SATISFACTION OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FDFI If/IS PIIOJ[C1; Tl-IA r I
/-IA VE EXERCISED RESPONSIBLE C/-IARGE OVER Tl-/£ DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND T/-IAT Tf/E DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-/£
CITY OF CARLSBAD DOES NOT REL/EV[ M[, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: FLOREZ ENGINEERING INC
ADDR[SS: 11440 BERNARDO COURT
CITY, STATE: SAND/EGO, CA
TELEPHONE: (858)229-2493 ~4-AE
BY: FRANK FLOREZ -:;.r;)LJ DAT[:_l[-]-(b
(NAME OF f2 NEER)
R.C.£. N0.:_5_55_5_5 __________ ,
REGISTFIA TION EXP/FIA TION DA TE: __ 1_2~_:3_112_0_1_6 ____ _
SOILS ENGINEER'S CERTIFICATE
/, 1--:\ IC\-\ f\£L 1/'J 1-IEFI p!2-, A REGISTERED (CIVIL/
GEOTEC/-INICAL) ENGINEER OF Tl-IE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NG
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CEFOJFY THAT
A SAMPLING ANO STUDY OF Tl-/£ SOIL CONDITIONS PREVALENT WIT/-1/N THIS
S/T[A WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN Tl-/£ DATES OF
_d,<;1r,1 'l 1 , 20 _L5._AND Wl,4 t 2-?.-, 20__LS,_. TWO
COP/tS OF TH£ SOILS REPORT COMPILED FROM THIS STUDY, WIT/-/ MY
R[COMMENDA TIONS, /-/AS BEEN SUBMITTED TO TIIE OFFICE OF Tl-/£ CITY
ENGINE[R. ~,4//./.. ,:,/ _/
~~ofESSlo,v4 SIGNED: _&:'~f~~~==~------
7,{?;~\"~,._a. w,,,~q% G.E./P.E. NO.: _1'.?~5~~~3~-------
~fi~ No45358 ~ g) DATE: //lloµ__.~.,_ ______ _
* Exp.9-30./$ * ,,:Jla_ //"' LICENSE EXP/RATION DA IE: -,1 :;,-f / ,;,_
.r~'"" . { .• 4/toFci-iSf:~:·:;,;; OWNER'S CERTIFICATE
I ( WE ) /-/£R£8Y CERTIFY Tl-IA T A REGISTERED SOILS ENG/NEEF/ OR
GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON Tl-IE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT/OEVELOPMENT IS SUBJECT TO A STATE-
REGULATED SWPPP, I (WE) ALSO ACREE A OUALIFIEO SWPPP PRACTITIONER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF
Tl-/£ SWPP.~IN OUOANCE WITH THE CALIFORNIA CONSTRUCTION ORDER ANO
MUNICIPAL Pc -'/.ti_A TEST VERSION. ~/----..____
i .) 11!1/r<e
JAVIER ;;,ci<r AN, CEDAR REAL TY GROUP DA TE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY ARIAL
SURVE:Y METHODS FROM INFORMATION GATHERED ON JULY JO
20 _H_ BY SAN-LO ARIAL. JOB LO 13618
TOPOGRAPf/Y Sf/OWN f/EREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
APN -206-040-29-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 62289JJ W __ -2=000=4=9~4 _____ _
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REOUIR[D, CONTACT ___________ AT
______ (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SI/ALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES W/-IEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WIT/-/ THE CONSTRUCTION
ORDER ISSUED BY Tl-IE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, Tl-IE
QUALIFIED SWPPP PRACTITIONER (OSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPOA TED SITE CONDITIONS OF THE PROJECT.
THE UPOA TED WPC PLAN AND UPOA T[D SvVPPP SHALL BE KEPT AT THE PROJECT SITE AND
MADE AVAILABLE ro THE Cl (Y INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND Tl-I[
ORIGINAL APPROVED SWPPP Sf/ALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTIC/PA TED. THE OSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR THE
QSP S/-IALL OBTAIN APPROVAL FROM Tf/E QUALIFIED SWPPP DEVELOPER ANO THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4. Tl-IE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO Tl-/£ SATISFACTION OF THE CITY £NC/NEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHIC/-1 MAY ARISE.
6. THE CONTRACTOF/ SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO Af/EAS W/-lff<E IMPOUNDED WATERS CREAIE A
1-IAZAF/OOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL 8£ INCORPORATED /-/ERE ON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT Tl-/£ CONCLUSION OF EACfl WORl(/NC DAY
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SIL( ANO OTHER DEBRIS SHALL BE REMOVED AFTER [AC/-/ RAINFALL.
10. ALL GRAVEL BAGS S/-IALL 8£ BURLAP TYPE WITH 3/4 INC/-/ MINIMUM AGGREGATE.
11. S/-IOULD GERMINATION OF HYDROSEEOED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF CFIADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, Tl-IE SLOPES SI/ALL BE
STABILIZED BY PUNG/-/ STRAW INSTALLED IN ACCORDANCE W/Tfl SECTION 35.023 OF Tl-IE
EROSION AND SEDIMENT CONTROL HANDBOOK OF TH[ DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON S/-IALL BE
INSTALLED ANO MAIN (A/NED AS REQUIRED IN SECTION 212 or /HE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A 1-IYOF/OSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER W/-IEN
THEY ARE:
a. THREE FEET OR MOR£ IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN /-IE/GI-IT
2. AREAS GRADED FLATTER THAN 6: 1 W/-IEN ANY OF Tl/£ FOLLOWING CONDITIONS
EXIST.
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO R[CR[A TION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC
c. /-/AVE ANY SPECIAL CONDITION IDENTIFIED BY Tl-/£ CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYOFIOSEEOEO AREAS SHALl BE /RR/CA TEO IN ACCORDANCE WITH THE FOLLOW/NC
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. T/-IREE TO £/G//T FEET IN 1-/EIGIIT S/-IALL BE IRRIGATED BY I/AND
WA TERINC FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. CREA TER THAN 8 FEtT IN HE/CH r SHALL BE WA T[RED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ /RR/GA TED AS APPROVED BY (/-/[ CITY
ENGINEER, PRIOR TO 1-/YDROSEEDINC. Tl-IE DEVELOPER S/-IALL SUBMIT A PROPOSED
SCI/EM£ TO PROVIDE /RR/CA (ION TO /HE CJ(Y £NGIN££/?. TIIE PROPOSAL SHALL BE
SPECIFIC REGARDING Tl-/£ NUMBERS, TYPES AND COSTS OF Tf/E ELEMENTS OF Tri[
THE PROPOSED SYSTEM.
3. IRFIIGATION Sf/ALL MAINTAIN Tf/£ MOISTURE LEVEL OF Tl-I[ SOIL AT Tf/E OPTIMUM
LEVEL FOR THE GROWTH OF THE H YDROSEEDED GROWTH.
C 1/YDROSEEDING MIX Sf/ALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX S/-IALL CONSIST OF NO L[SS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER AC/?£ OF £ SCI-IOOL CIA CALIFORNICA
d. 4 lbs. P[R ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
I. 1 /2 lb. PER ACRE OF 0/MORPHOLECA
g. ITEMS c,d,e, AND f OF T/-1/S SUBSECTION MAY BE OMITTED ON
LOCATIONS W/-IERE T/-1£ AREA 8£/NC 1/YOROSEEOEO IS NOT VISIBLE
FROM EITHER A PUBLIC srREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY £//HER BY DRILL/NC
OR BROADCASTING BEFORE 1/YDROSE[DING.
1. ALL SEED MA IERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS W/Tf/ THE CALIFORNIA DEPARTMENT OF
FOOD AND A:JRICUL TURE CERT/FICA TION TAG A TT ACHED TO, OR
PRINTED ON SAID CONTA/Nff/S.
j. NON-Pf/YTO-TOXIC WETTING AGENTS MAY BE ADDED TO Tl-/£
1-IYDROSEEO SLURRY AT Tl-/£ DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULC/-1 (STRAW) MAY BE SUBSTITUTEO, ALL OR PART, FOR
1-/YDRAUL/CALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCI-IORED TO THE SLOPE BY ME Cf/AN/CALLY PUNC/-I/NG NO LESS Tf/AN 50% OF
TH[ STRAW INTO THE SOIL.
3. FERTIL/Z[R CONSISTING OF AMMONIUM P/-IOSP/-IATE SULFA TE, 16-20-0, WITH 15%
SULPHUR APPLIED AT THE /IA TE or 500 lbs. PER ACRE.
D. AREAS TO BE 1-/YDROS[EOED S/-IALL 8£ PREPARED PRIOR TO HYDROSEEDING BY:
1. FWUG/-IENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIENTL Y
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE
2. CONDITION/NC /!-IE SOILS SO T/-IAT IT IS SUITABLE FOFI PLANTING BY:
a. ADJUSTING Tl-IE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TURA TEO SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. f/YDROSEEDED AREAS S/-IALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL Tl-IE
Tl-If PROJ[CT IS PfRMANENTLY LANOSCAPfD OR, FOR AREAS WHERE f/YORDSEfDING IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLE (£0 AND ALL BONDS
RELEASED.
Florez Engineering, Inc.
-Civil Engineering & Planning
BY: ht/4:i:1 DATE !! 4 2016
Fmnk Florez
CE55555
VICINITY
INDEX OF SHEETS
TITLE
GRADING PLAN
nER 2 SWPPP
MAP
SHEET 1
SHEET 2
SHEET 4
SHFFT <
[sHE~/!.TS
~p ,/,\
• : O~T:C.IL5 j - -
LEGAL DESCRIPTION
PROJECT ADDRESS
895 Tamarack A venue
CARLSBAD, C4 92008
DEVELOPER
NAME: TAMARACK RETAIL PARTNERS, LP
WORK TO BE DONE
T/-I£ GRADING WORK SHALL CONSIST OF T/-I[ CONSTRUCTION OF AL, CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BU/L. GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQU/REMENTi, RESOLUTIONS
ANO ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W/Tf THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIM[ OF CONSTRUCTION, AS DIRECT[) BY Tl-/£ CITY
ENGINEER
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. N.A DA TEO ____ _
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT ANO RECOMMEND A TJONS BY CHRISTIAN WHEELER
_____ DA TED May 22, 2015
7. Tl/£ SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODF/£D BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED ~N~-~A~---~------
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED _N_.A_. _____ _
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY FLOREZ ENGINEERING, INC DA TED 9-7-2016 SW NO. TER 2-15-395
WD/0 NO 9 375 __ N_.A_. _________ _
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
EJY FLOREZ ENGINEERING INC. DATED _____ SWQMP Nv 16-14
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
I LEGEND
ALL SIANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS OTHERWISE NvTED AS FOLLOWS:
' = CITY OF CARLSBAD STANDARD DWC,
*' = CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DWG, *" = SDRSD MODIFIED BY TH£ CITY OF CARLSBAD
DESCjUPTION DWG.NO. SYMBOL
FINISHED GRADES
' i
BIO-RETENTION BASIN
INTERLOCK/NG PA VERS
ROCK SLOPE PROTECTION,
DRAINAGE PA {TERN
J" WA /ER METER
PROPER TY LINE
DETAIL (SI-IT 4)
PER ARC/-/ PLAN
AS S/-IOWN
3.50. IFS
✓
~---~~~~ LLLLLLLLLLLI __ LL-iLLLL!.__LLLI_LLLLL 11 I I I ! I I I I I I I I I ,
QUANTITY
1,170 SF
700 SF
10 SF
-
2 EA
-
ADDRESS: 7825 FAY AVENUE, su,r[ 210, LA JOLLA, CA 92037
PHONE NO.: (858) 454 7755
CONTOUR ELEVA {JON (0.5 FOOT /NCR. ) -
EXISTING TREE
--6905--
~\
-
REFERENCE DRAWINGS
EARTHWORK QUANTITIES
CUT: ___ 2_0_0 ___ CY
rlLL: ___ 1_60 ___ cy
IMPORT: __ o~ __ cy
EXPORT: 40 CY
REMEDIAL: 1,000 CY
CALTRANS RIGHT-OF-WAY NOTE
AN APPROVED CAUi/ANS ENCf/OACHMEN( 0£RM/T SHALL 8[
PROWDED TO THE CITY OF CARLSBAD PR/CR TO ANY WORK
IN THE CAL TRANS RIGHT OF WA y'
CARLSBAD RIGHT-OF-WAY NOTE
FRONTAGE CURB, GUTTER, SIDEWALK AND DRI/EWAY APPROACH
IMPROV[M[N rs SI/ALL BE APPf/OVED BY f/lE Cl fY [NG/NEER
PRIOR TO ANY WORK I/Arc/IN TH[ CITY OF CJRLSBAD RIGHT OF
WAY A PEDESTRIAN ACCESS EASEMENT MA' 8[ REQUIRED BY
THE CITY FOR ANY IMPROI/EMENTS CONSTRUGTED OUTSIDE OF
Tl/[ PUBLIC STREET RIGHT OF WAY.
BENCH MARK
\ J -
'~_./_/
D-60 PV( S/ORM DRAIN
PVT. A TR/UM DRAIN NOS OR EQUAL
350 LF
10 EA
POUROUS CONCRETE = 5,000 SF
AC PAVEMENT 3,400 SF
POST-CONSTJWCTJON HMP '!'AHLE ,,
STOPMWA !ER RE()UlRE.MENTS T,YA T APPLY:
Ea STANDAFW STORMW,1\ TEP R[OUIREMEi'.JTS
PRIORITY PFWJECT R[Q/Jlf7[MENTS
TYPE DESCRJf'TJON
{C-32 BIO-RETENTION FLOW THROUGH f--------f--------------
TC-10
INFIL T,?A T/ON 810-/NFIL THA f/ON
OWNERSHJP
PRIVATE
[XEMPT FROM HYDROMOD!FICA TIO~? rx-YES (Sff SWMP roe DOCl}A[NT!\ TION) C NO
YES 2
2
PERMIT NUMBER: 11-16-6DM-0732
CO SD RTE 5 PM R49.25
MAINTENANCE
FREQUENCY
SEMI-ANNUALLY
AFTER MAJOR El/ENT
AND ANNUALLY
AS-BUILT PLANS FOR ROADWAY
GEOMETRIC AND ABOVE CROUNC FEATURES
DESCRIPTION: CPS STATION 121 P[R RECORD OF SURVEY 17271.
LOCA TJON: CITY OF CARLSBAD, CA
-------------------l=Qn<_G~V"\"ev~aie,;;:;;:-;I!,.;..,:;-----------· STATE REPRESE~ITIVE
RECORDED: -• 'j / / I
£LEVAnON:_8~0~.3~0~3 ________ QATUM NGVD 29 . «A,' ~ \ 12-\ ~
:i:~P~C'.1"' _ DJ:>.'T PLAN SET __ PAGE __ OF_
f----+------t------------+---+---+---+------i I SH1EET I CITY OF CARLS EAD SHg~
~~~~~~E::N~G~IN~E':E:::R:::IN=G'::::::D:::E:::P:::A:::RT:::f:::,IE:::N:::T===:'.:sl;;::'-1',.~-~.}
GRADING PLANS FOR: =
. TAMARACK STARBUCKS
1 TITLE SHEET
APPROVED· " JNON S. GELDERT ____ -~l~-~'~•="~-'--,,~-._1 -~:·~· -______ /Z '/2 'Z O [h_
"6-'Z,\-f\ ~ R~~Of'~-e,\,;~IR' -:Z.. ~/tc t'c,e, CITY ENGINEER, RCE 63912 EXPIRES 9/3J/18 DATE
1--""6~-L="DA"''-r~c_,...,,f-cl~Nl'=T'Wl=AL__,..'-1"~•~=· .. -d .. ·c:l .. ~c:.~=t:~:-'i~-~-· :~~"-~~~~~~~~~~~~:~~~~~:~~~~+---+----, ,c~D:::W:;N::::::B:::Y,=======,;'-:1===P=R=o=JE=c=T=N=o=.=:::':::;'1;=:D=R=A=w=-1N=-G=-=N~O~.
. DATE INITIAL DATE INITIAL CHKD BY
ENGINEER oF woRK REVISION DESCRIPTION oTHrn APPROVAL c1TY APPROVAL RVWD BY: ~ PD 16-10 492-BA
PLOTTED BY: Thomas Wedemann DATE: Nov. 07, 2016 08:15:43 AM FILE: C:\Users\Tom\Documen\s\FE\Tarnarak Carlsbud\Grd\GP 1-2 GRD.dwg
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SEE SHEU 5 FOR SEWER LATERAL
CONNECTION TO MAIN
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 10" FROM THE
SURROUNDING GRADE
\
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DEEP ROOTED. DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
SEE OUTLET
MAX DETAIL SHT 5
I -l
ENGINEERED SOIL
FG SHOWN ON PLANS
TOP OF CURB ELEVATION
SHOW ON PLAN
1
I i•
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POROUS CONCRETE
DRIVE ISLE
1673
BEDDING COURSE 3" rHICK NO 8
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RECOMMENDS
TOP OF CURB ELEVA 710N
AT GRADE
10+00
TAMARACK~
STA= 10+00 @
"' TAMARACK CENTER LINE PROPERTY LINE
(N 61'51'76"E
N 61"51 '76"E
TAMARACK AVENUE
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IS/DES ONLY) '11 J
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103.94')
92.05'
~c_.!c!c.1~ __ :.._:::::::::=:""''~AS GAS --GAS --GAS --
10+72.60----",,
illNEW 7" WM
LANDSCAPE
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AS --GA,:,.---G;A<o1--1--GAS _ _,___
WITL CL t--
CONST. 2' SLOPE
TRANSITION PANEL FROM .~--W W W W 1/f+10.60
6" VALVE
REDUCE
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w
MIRAFI NT100 OR SIMILAR
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CLASS 2 PERM ROCK
1l ' 1 II' J ~~ 1SUB-BASECOURS=N02 11 . -~ROCK. 3"MIN. SUB.BASE
, ' , ' COURSE, OR AS
'-MANUFACTURER
EXTEND CURB 2" DEEPER RECOMMENDS
THAN LOWEST GRAVEL
SECTION TO PREVEMT
WATER MIGRATION
COMPACT SU3GRADE TO 90%
RELATIVE C0"1PACTJON
3% EX TO 2% PROP. <o EX 1" BUILDING WM =-UPGRADE TO 1. 5' WM
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B/ORETENT/ON ENGINEERED SOIL LA YER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SECTION •~"AT POROUS CONCRETE SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60%
ADD SEWER C. 0. 2 3]
& REPLACE EXISTING ie;
LATERAL (IL 59.3) a c,
SEE NOTE 2 BELOW ~ ,.
EX CURB, GUTTER &
SDWK TO 8£ REPLACED
SAND, 20-30% COMPOST OR HARDWOOD MULCH. AND 20-30% TOPSOIL. NTS
TYPICAL BIORETENTION DETAIL FOR LID IMP TOP OF CURB ELEVATION
SHOW ON PLAN
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~1 :~Ew 1 SW 65
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SCREEN WALL
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64. 5TC
62±~
63~
EG O> a
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EX ST LIGHT TO
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EX UTILITY
POLE(S) TO
REMAIN
;
T I
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EXIST ROW EX/STT ~~:::::::::::=::;:::::;~~:::::::::~'
EXIST. SW TO BE REPLACED.
EXIST. CURB AT BACK OF SW TO NEW 24' DRIVEWAY
J" G
_ ,,,.,---4" PVC STORM
/ DRAIN PIPE
@05% ill 62.70
/NV
64.20TC
63.70FS 1. •
.4 L 62.61
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RELOCATE PAT/ON ENTRY 23'± EAST
4"PVC
R MOVED
64.05TG
63.30/NV
'% 9o
•
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1 "J ~~~~t-:=; r'i "'-i-6&. ~ 64.05TG 64.05TG 64.15FS lc., 'v
63.JOINV 63.30/NV ::s ~,
64.15FS I ""
I~ -1,
IC: ·qy., I
1.5% ~ 64. 15FS (N) GAS
METERS
AREA DEDICATED TO
CALTRANS
PER CALTRANS
RIGHT OF WAY
MAP 50054802
PROPOSED LANE
~' 5.00' ,,. I:: _.,. ;____l.r'----f--+-200~· ----+--¥ NEW GAS
METER
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ill
ill
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1.56':
63.95TC
63.45FS
7 ,c
6J.25FS
7 " 63.20FS • 63.90TC
63.40FS
VAN
ACCESSIBLE
6J.53TC
63.0JFS
•
9
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62.90 ) ~ FS
NEW TRASH
ENCLOSURE PER
ARCHITECTS
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WALL TO
SITE Pl.AN
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FS
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62.75FS
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TO BASIN SLOPE
w/2'xs' ROCK
SLOPE PROTECT
1Q.%
EXTERIOR FIRE CONNECTION HUB
NEW BOLLARD
(TYP)
.J NEW
£LEG
TRANS
64.00TC
63.50FS
64.00TC
6J.50FS
PERMEABLE
PAVEMENT PER
LANDSCAPE Pl.AN
PROPOSED 2,500 S.F. ~
PERMEABLE
PAVEMENT PER
LANDSCAPE Pl.AN.
SINGLE STORY COMMERCIAL
FF=64.16 PAD=6 3.5
NEW CURB PER
SDRSD G-1
II
,, 62.49 C
O CF 62.49FS
62.69TC O"CF \ 62.69FS
37 LF OF 4 "PVC
SEWER @2%
N
NEW 4" PERFORATED 1~
PVC @ 0.5% "
12
• 62.43TC
O CF 62.43FS
ll
EJ! WALL TO REMAIN 62.0 4 /NV OUT 61.5TG
60. 13/E TO BASIN SLOPE
W/2'X5' ROCK
SLOPE PROTECT
55 CONNECTION
FROM BLDG.
IE.=62.16
24'
POROUS CONCRETE
DRIVE ISLE
NEW O" CURBts
ALONG PERM
CONG £;OGE
• 62.28TC
O CF6228FS
PROPERTY LINE
64.06TC
I 1.si I
NEW CURB PER
SORSD G-1
NEW CURB PER
SORSD G-1
(N 61"57'56''£ 231.60')
N 67'51'56"E 758.95' SEE
BIO-RUENTION
OITAIL ABOVE
-
63.12FS 63.62TC
6J.12FS
22
[WO" CURB .
ALONG PERM\
CONG EDGE \
0°CF
2.42}; ' / ~ 62.85FS 6J.45TC
62.95FS NEW cuRB PER UL.N~c
SDRSO G-1 ~ r C
ADD IMPERMEABLE LINER
ALONG EASTERLY EDGE OF
PERMEABLE CONCRETE ONLY
MIRAFI NT100 OR SIMILAR
6"CF 62.15TC
62.25FS
62.97TC
62.4 IFS
£EX CONG If DITCH
z j\
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\..+--->, I ..q ~ "' ?O o.⇒
,. 62. 10TC
O CF 62. 10FS
19
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,, 62.04TC
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u -.r •,,;: z
"' ',; EXISTING CHAINLINK FENCE TO REMAIN.
';;, REMOVE UP TO 10 FT AS NECESSRAY
"'· TO INSTALL PIPE, THEN REPLACE.
CAL TRANS
ROW • ,,,-..__,r-,
caltrt5 BIO-RETENTION BASIN l=c'\:---..\\'-_;:5:;10.'...P DISCHARGE INTO EX
CALTRANS CONG DITCH #.!A,,:;;;;~~--0 -,.µ..~~.-".--1-\--L...,.J SEE DETAIL ON SHT 5
LANDSCAPE AREA TO SERVE: AS
WATER QUALITY BMP BIO RETENTION
BASIN SEE DETAIL ABOVE
61.5TG
60.31£
(68.6TW
(62.68W)
MAX TRENCH WIDTH =
10 FT, MAX TRENCH
DEPTH = 2.5 FT.
BACKFILL WITH SAME
20LF NEW 6" MATERIAL
CORRUGATED PVC P/P'£"_==:s......---.....J
~ THE EXISTING LATERAL WILL 8£ CLEANED ANO ALL
INTRUSIVE ROOTS REMOVED
THE EXISTING LATERAL WILL BE EXCAVATED NEAR THE
EXISTING CLEANOUT TO REPAIR THE OFFSET.
c1..l FOR SEWER LATER C NECTION -RIGHT-OF-WAY
PERMIT FROM TH£ CITY WILL BE OBTAINED PRIOR TO
ANY REPAIR OR REPLACEMENT OF THE LATERAL WITHIN
THE RIGHT-OF-WAY. L2.. CALTRANS ROW 6" PIPE CONNECTION DATA i' BENCH MARK
THE EXISTING LATERAL WILL BE LINED FROM THE
CLEANOUT TO THE PUBLIC MAIN.
INSTALL A TOPHAT AT THE LATERAL CONNECTION TO THE MAIN.
PIPE BEGIN @ PIPE ENO @
CALTRANS ROW BEARING: 28•2 I ,50 " CALTRANS DITCH
INVERT=60.6 INV£RT=60.5
NORTHING: 6229031.81 LENGTH.· 6.0'
EASTING: 2000462.98
0 5
NORTH
10 20 30
SCALE: 1" = 10'
C[SCRIP /ION. __
LOCATION·
R[CORD[O·
[LEVA TION: DA TUM. N_J;VQ _22
0 z
POROUS CONCRETE
DRIVE ISLE
BEDDING COURSE 3"
THICK NO 8 AGG.
O.AM.R.ORAS
MANUFACTURER
RECOMMENDS
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~ r orez lrgineering, Inc. L:.!!J · [ml fng,n;::J_ g Pl,nmng •
SECTION "B-8"
TOP OF CURB ELEVA T!ON
SHOW ON PLAN
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BY. ;:,.th{~~ DATE ~{7;,~fi1 POROUS CONCRETE.
DRIVE ISLE
\
Frank Florez
RCE Exp: 12/31/2016
SUB-BASE COURSE NO 2
ROCK. 3" MIN. SUB-BASE
COURSE, OR AS
MANUFACTURER
RECOMMENDS
BEDDING COURSE 3"
THICK NO 8 AGG.
OAMR. ORAS
MANUFACTURER
RECOMMENDS
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~ CALTRANS ROW
~_______-'~
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MAX TRENCH WIDTH =
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DEPTH = 2.5 FT
BACKFILL WITH SAME
MATERIAL
---
60 PIP[ FROM BASIN'-i---:6.=--c-=--o-R-RU-G-Ac_[O_P_VC-Pi-PE~2,,_
CONNECTION TO CALTRANS
BROW DITCH PER SDRSD
D-7 3 PER CALTRANS ROW
PERMIT #11-16-6DM-0732
"AS BUILT"
RC:U§:53/-lo
INSPECTOR
DATE
1 /2.J 1~
r DATE
AG RAMP
PERMIT NUMBER: 11-16-6DM-0732
CO SD RTE .2_PM R49. 25
AS-BUil T PLANS FOR ROADWAY
GEOMETRIC AND ABOVE GROUND
FEATURES
STATE REPRESENTIVE DATE
PLAN SET __ PAGE ___DF __ ill
f----+-----l-------------1----l---l-----1----I SH2EET I CITY OF CARLS BAD SHEETS
~==~==EN:::G:::l::::NE:::E:::R::IN:::::G:::::::D:::EP:::::A:::R:::::T:::M:::E::::N::::T==::.::::::5~~
GRADING PLANS FOR
3-25-2019 Ff
DA TE INITIAL
ENGINEER OF WORK
REPLACES SHEET 2 ORG/NALL Y SIGNED 12/12/16. R[WSE
1 DRI\.-FWA Y LOCA nOli, PARKING AREAS, ADA PA TH.STORM DRAIN
&-SEl+E"R, SID£WALK,9R[ LATERAL AND IRRICA TION M[TER UXA TION.
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
TAMARACK STARBUCKS
GRADING PLAN
~=-OVE~ ~ JASCN SB/4~21RT
CITY ENGINEER RCE 63912 EXPIRES 9 30 116 DA TE
DWN BY:
CHKD BY: __ _
RVWD BY:
PROJECT NO.
PD 16-10
DRAWING NO.
492-BA
PLOTTED BY: Florez DATE : Aug. 22, 2019 04: 53: 19 PM FILE: C: \Users\Florez\Dropbox\Work\Tomorak Corlsbod\Grd\GP 1-2 GRD.dwg
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STORM lVATER POLLUTION PREVENTION NOTES
TIER 2 CIT'i7 STORJ\f T{IA,TER POLLUTIOJV PREYIEJ\TTJOJ\T PLAJV (TIER 2 Sf{IPPP)
CITY OF OCEANSIDE
G[N[RAL SIT[ MANAG[MENT R[QU/R[MF/ITS
TH[ FOLLOWING G[NERAL SIT[ MAIIAG[M[NT R[QU!R[ME/ITS SHALL BE ADH[R[D TO
THROUGHOUT THE DURATION OF THE CONSTRUCT/ON WORK (Y[AR ROUND).
1. IN CASE [M[RG[NCY WORK IS REQUIRFD, CONTACT" JAVIER A S[RHAN FROM: Of½V[R
AT (TFl.110.} (858) 454-7755
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT TH[ APP.ROVAL OF THE [/IGI/IE[R/1/G INSPECTOR.
3. TH£ CONTRACTOR SHALL RESTORE All EROSION CONTROL DEv7C£S TO WORKING ORDER
TO TH£ SA TISFACfiON OF T,H[ CITY £NG!/1£ER AFTER EACH RUN-OF'F PRODUCING RAINFALL.
4. TIIE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£
REQUIRED BY TH£ CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T!ONS OR UNFORSEEN
C!.RCUMSTANCES nHICH MAY A.RISE
5. TH£ CONTRACTOR SHALL 8£ .RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE !Mf'OUNDED WATERS CREATE A HAZARDOUS
CONDITION.
6. G.RAD/1/G AREAS AROUND TH£ PROJ[CT PERIM[T[R MUST DRAIN AWAY FROM TH£ FACE
OF SLOP£ AT TH£ CONCLUSION OF EACH WORKING DAY
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL 8£ IN PLACE AT TH[ £ND 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 AGGREGA T[.
9. All EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10. ADEQUATE P£RIM£T£R,PROT£CTION BMPs MUST 8£ INSTALLED AND MAINTAINED AND
~JLL 8£ UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN £VENTS.
11. ADEOUA T[ SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUA T£ BMPs TO CONT,ROL OFFS/TE SEDIMENT TRACKING MUST 8£ INSTALLED AND
MAINTAINED.
13. A MINIMUM OF 125% OF TH£ MATERIAL 11££D[D TOO INSTALL STANDBY BMPs TO
PROTECT TH£ EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE' STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STAB/LIZA TIO/I OR ESTABLISHED VEGETA T!ON STAB/LIZA TIO// BMPs A.RE NOT COi/SiDE.RED
TO BE ''EXPOSED" FOR PU,RPOSES OF THIS REQUIREMENT.
14. TH£ OWN£R/D£VELOP£R/CO/ITRACTO.R MUST FOLLOW "Kf"A TH[R TRIGGERED" ACTION
PLAN AND BE ABLE' TO DE'PLOY STANDBY BMPs TO PROTECT THF EXPOSFD PO,RTIONS OF
TH£ SIT£ WITHIN 48 HOU.RS OF A PREDICTED STORM £VENT (A PREDICTED STD.RM £VENT
IS DEF/11£D AS A 40% Cl/ANG£ OF RAIN W!T/II11 A 5-DA Y NATIONAL 1-lf"ATIIER SERVICE
FORECAST). ON REQUEST, TH£ OWN£R/D£VELOP£R/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAPABILITY
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES A.RE COMPLETED. TH£ OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON Ti/£ ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
HA VE BEEN COMPLETED.
16. TH£ AREA T,HA T CAN 8£ CLEARED, G.RADED, AND LEFT EXPOSED AT ON£ TIM£ IS
LIMITED TO TH£ AMOUNT OF ACREAGE THAT TH£ CONTRACTOR CAIi ADEQUATELY P.ROTECT
PRIOR TO A PREDICTED RAIN £VENT. FOR LARGER SITES, GRADING SI/OULD 8£ P!!ASED.
IT MAY 8£ NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
A.RE NOT COMPLETED, BUT AR£ NOT ACTIVELY 8£/NG WORKED BEFORE ADDITIONAL GRADING
IS ALLOWED TO PROCEED, AT TH£ DISC.RET/011 OF TH£ CITY INSPECTOR.
17. ALL DISTURBED AREAS THAT ARE NOT COUPL£T£D A/ID/OR NOT 8£/NG ACTIVELY GRADED
MUST 8£ FULLY P.ROT£CT£D FROM EROSION IF LEFT FOR 14 OR MOR£ DAYS. TH£ ABILITY
TO /1/STJLL BMP MATERIALS IN A PROMPT MANNER IS 1Ji11. SUFFICIENT. BMPs NEED TO 8£
INSTALLED IN THESE AREAS.
18. BMPs MUST 8£ STOCKPILED AT VARIOUS LOCA TIO/I THROUGHOUT TH[ PROJECT SIT£
TH.ROUGHOUT TH£ YEAR. WH£/1£V£.R THERE IS A 40% CHANCE OH G.REA T[R OF A RAIN
WITN!N A THREE (J) DAY FORECAST, TH£ !NSPECTOF/ WILL VERIFY THAT BMPs AR£
ADEQUATELY STOCKPILED. BMPs MUST 8£ STOCKPILED AND READY FOR DEPLOYMENT WHEN
THERE IS 50% CHANG[ OF RAIN WITHIN A 48 HOUR FORECAST, FA/LU.RE TO COMPLY WITH
THIS .R£QUIR£M£1/T COULD RESULT IN TH£ ISSUANCE OF A STOP WORK NOTICE OR OTHER
ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONT.ROL BMPs MUST 8£ INSPECTED WE[KL Y AND
PR/0.R TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN £VENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST 8£ SERVICED AS 11££D[D THROUGHOUT
TH£ YEAR.
20. IF SEL[CTED BMP FAILS DURING A RAIN £VENT, IT MUST 8£ REPAIRED DR /,\/PROVED
O.R .R[PLACED Vv1TH AN ACCEPTABLE AL T[RNAT[ AS SOON AS IT IS SAFE TO DO SO. TH£
FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR TH£ CI.RCUMSTANCES IN W,1/CH
IT WAS US[D R[PA!RS AND R£PLAC£M£/IT MUST THEREFOR£ PUT A MOR£ ROBUST BMP
MEASURE ill PLACE.
21. ALL CONSTRUCTION EMPLOYEES MUST 8£ TRAINED ON TH£ IMPORTANCE OF STOHM
WA /ER POLLUTION PREVENTION AND BMP MAINTENANCE
WEATHER TRIGGERED ACTION PLAN
T.1/£ DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPL[T[L Y PROTECT TH[ EXPOSED PORTIONS OF TH£ SIT£ WITHIN 48 HOURS or A
PREDICTED STORM £VENT ( A PREDICTED STORM EVENT IS DEF/N[D AS A FORECASTED, 40%
CHA/IC£ OF .RAIN BY TH£ NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs !MPL£M£/IT£D
YEA.R-ROUND INCLUDING PERIMETER CONTROL, Vv1ND [ROSIO/I CONTROL, TRACKING,
NON-STD.RM WATER COIIT.ROL, WAST£ MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
TH£ NATIONAL WEATHER SERVICE FORECAST SHALL 8£ MONITORED AND USED BY
TH£ DEVELOPER ON A DAILY BASIS IF PR[C/PITA TiON IS PREDICTED (40% CHANCE OF
.RAIN), THFN TH£ NE'CESSARY WATER POLLUTION CONTROL PRACTICES SHALL 8£ DEPLOYED
WITHIN 48 HOU.RS AND. PRIOR TO TH£ ONSET OF TH£ PREC!PITA TIO/I
TH£ DEPLOYMENT OF T,1/£ BMPS SHALL INCLUDE BUT NOT 8£ LIMITED TO GRAVEL BAGS AND
SILT F[NC£S. A MINIMUM OF 125% OF TH£ MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO P,ROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SED!M[NT DISCHARGES MUST 8£ STD.RED OIi-SiT£. AREAS THAT HA VE ALREADY
BEEN PROTECTED /ROM £.ROS/ON USING PHYSICAL STABILIZATION O.R ESTABLISHED
VEGETA T!ON STAB/LIZA TIO/I BMPS AS D£T£RMll/£D BY IH£ CITY OF CARLSBAD AR£ NOT
CONSIDERED TO 8£ ''EXPOSED" FO.R TH£ PU.RPOSES OF ''WEATHER T,q/GG£R£D ACTION PLAN".
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL 8[ A VAILABL£ FOR
0£PLOYMEIIT OF "feE'A THER TRIGGERED BMPS".
£ROSIO/I CONTROL HYDRDSE'fDING PLANTING A/ID !R,q/GA TIO//
1. ALL PERMANENT A/ID TEMPORARY [ROS/ON CONTROL PLANTING AND !RR/GA TION SHALL
BE INSTALLED AND MAINTAINED AS R£0UI.R£D IN SECTION 212 OF TH[ STANDARD
SPECIF/CATIONS AND TH[ FOLLOWING:
A HYDROS££D!NG SHALL 8£ APPLIED TO:
1 ALL SLOPES THAT A.RE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR
STEEPER >½I/EN THEY AR£:
a. THREE FEET OR MOR£ IN H[!GHT A/ID ADJACENT TO PUBLIC
WALL OR STREET.
b. ALL SLOf'[S 4 FEET OF/ MOR£ IN HDGHT.
2 AR[AS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE
FOLL00!,NG CONDITIONS EXIST.·
a. NOT SCHEDULED FOR IMP.ROVEMENTS (CONST,RUCT/ON CR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY TH£ PA.RKS AND RECR[A T!ON DIRECTOR AS
H!GHL Y VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY TH£ CITY
ENGINEER THAT WARRANTS IMM£D/A T£ TREA TM£NT,
B HYDROS[[D!NG AREAS SHALL 8£ /RR/GA T[D IN ACCORDANCE WiTH TH[
FOLLOWING CRITER!A.-
1 ALL SLOPES THAT AR[ GRADED 6: 1 DR STEEPER AND THAT AR[:
a. TH.RE£ TO £/GHT FEET Ill H£/GHT SHALL 8£ !RR/GA TED BY HAND
WA TER!NG FROM QUICK COUPLERS/HOS£ BIBS OR A
CO/IVENT!ONAL SYSTEM OF LOW PREC!PITA TION SPRINKLER
HEADS PROVIDING 700% COVERAGE
b. CREA TER THAN 8 FEET IN H£/GHT SHALL 8£ WA T£R£D BY A
CONVENTIONAL SYSTEM OF LOW PREC!PITAT!C/1 SPRINKLER HEADS
PROVIDING 700% COVERAGE
2 AREAS SLOPED LESS THAN 6: 1 SI/ALL 8£ /RR/GA T,ED AS APP1?0V£D BY
TH£ CITY £1/GIN££R, PR/Ol? TO HYDROS££0/NG. TH£ DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA T!ON TO TH£ CITY
[NG!ll£ER. THE PROPOSAL SHALL 8£ SPECIFIC .REGARDING TH[
NUMBERS, TYPE, AND COSTS OF TH£ ELEMENTS OF TH£ PROPOSED SYSTEM.
3 I.RR/GA TION SHALL MAINTAIN THE MOISTURF IFVFL OF THE SOIL AT THE
OPTIMUM LEVEL FDR TH£ GRADING OF TH£ HYDROS££D£D GROWTH.
C HYDROS££D!NG MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING:
D
[
I S£[D MIX SHALL CONSIST OF NO LESS THAN.
a. 20 lbs. PER ACRE OF ROS£ CLOV[R
b. 20 lbs PER ACRE OF ZOFIRO F[SCU£
c. Jibs PER A CR£ OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF ACH!ll[A M!LLEF'OL!A
e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE IF 0/M.ORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY 8£ OMITTED 011
v7SIBLE F.ROM £/THER A PUBLIC STREET OR R£S!D£/ITIAL
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST 8[ /1/0CULA T[D 111TH A
NITROGEN FIXING BACTERIA AND APPLIED DRY £/THER BY
DRILLING OR BROADCAS/NG BEFORE HYDROS££D!NG.
,: ALL 5££D MATERIALS SHALL 8£ TRANSPORTED TO TH£ JOBS/TE
IN UNOPENED CONTAIN[RS Vv7TH TH[ CALIFORNIA D[PARWEIIT
OF FOOD AND AGR!CUL TUR[ CERT/FICA T!ON TAG A T7ACH£D TO,
OR PRINTED ON SAID CONTAINERS.
j N0/1-PHYTO-TOX!C WETTING AGENTS MAY BE ADDED TO THE
HYDFIOSEED SLURRY AT TH£ DISCRETION OF TH£ CONTRACTOR.
2 TYPE 1 MULCH APPLIED AT TH£ RA TE OF NO LESS HAN 2000 lbs PER
AC.RE TYPE 6 MULCH (STRAW) MAY BE SUBSTITUT[D, WIEN STRAW IS USED,
IT MUST 8£ ANCHORED TO THE SLOP£ BY M[CHANICALL Y PUNCHING NO LESS
THAN 50% IF TH£ STRAW INTO TH£ SOIL.
3 FERTILIZER CONSISTING OF AUMONIUM PHOSPHATE SULFATE. 16-20-0
WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO 8£ HYDROS[£D[D SHALL BE PREPA.RED PRIOR TO HYDROS[[DING·
1 ROUGHENING TH£ SURFACE TO 8£ PLANTED BY ANY OR A
COMB/NA T!ON OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1.
b. HARRO>WNG AREAS 6: I OR FLA TT£.R THAT AR£ SUFFICIENTLY
FRIABLE.
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH£ FOLLOWING
CONDITIONS EXIST.·
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROV/D[ A DAMP
BIT NOT SA TURAT[D SEED 8£D.
b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALIN£ SOILS TO PROVIDED VIABLE CONDITIONS FO.R
GROWTH.
HYDROS££D!NG AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROVITH
UNTIL TH£ PROJECT IS P£.RMAN[NTL Y LANDSCAP[D O.R, FOR AREAS WHERE
HYDR0S££D!NG IS TH£ PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND 8£ STABILIZED, PLANTED
AND/0.R HYDROS££D£D WITHIN TEN (10) DAYS OF TH£ TIM£ UH[N EACH SLOP£ IS B.ROUGHT
TO GRAD£ AS SHOWN ON TH[ APPROVED GRADING PLANS.
3 SHOULD GER/JINA TIO/I OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PR!O.R TO OCTOBER 1, TH£ SLOPES SHALL
8£ STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY
TH£ PUBLIC WORKS /1/SPECTO.R.
4. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS HEQU!R£0 BY
TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FO.R THIS PROJECT
OR AS DIRECTED BY TH£ CITY £NG!N[[R OF PLANNING D!R[CTOR.
5 THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COORDINATE TH£ WORK OF THIS CONSTRUCTION SWPPP SHOV,N ON ANY GRADING
PLANS, LANDSCAPE AND !RR/GA T!ON PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJ[C T WORK.
ST{l 16 -226
-------------
-----------------------
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Best Management Practice'
(BMP) Description 7
CASOA Designation ---o>
Construction Activity
C .'2 ,,
G 0
Q>
C 0,
·-.u -c >
0 0 D,
C :.~ Q V, -~ Q ct x Cc
'" I u '--"
C:, ,-t' Q Q,
" 0 C cc >, ,_
'st-
I (_::
L._
Erosion Control
BMPs
~
D
--'-~ u ,c
'D "' § -f"i 0~ .s :', V "' '" .s ,, u " co
0 co; D Q c:c: --~ Q C 0 ,_ ~ a t:.,, C:j S:i x '" ,, ,~ ,. " :£ .~; O'
0 C f;-~ C J " 0 0 """ c'i 0 w 0 v, _,
·-,, o:; a: _, -I I I I u ::...:: ::.._) --'--" Co J_ "" J -07
' --
I
Sediment Control BMPs
'D
C G ,_
t' ,, 0, C Q ' D_ (' C Q •-:0 ·c ' D IJ:j cc i ,c C O, 0 s.: E ' D; c, 0, en 0 0 'c3 0 ~ .•:; C D
Qj V) 0, co Q D Q 0 Cc E 0 u f -" -Q) D -D § 0 C > Q, 0 " 0
'-' Q Q c, 0 _2, u D D 0 u 6 £ G s: 0 -· o":: v, C, c, V, V, -------------,,, "' ,,-, 'D " CD 0 I
I I I I I I I ,,_, Cc 1_.J...' ,,_, le; lu le;
V) '-0 J) V) v, c, V, ' ,_ -(' I
('
Tracking Non-Stonn Water Waste Management and Materials
Control BMPs I Management BMPs Pollution Control BMPs J
C --C C co ,_
.2 ·~ C (;J 'D C o, 0 " 0 ,-0 u u C .s '" r: 0 2 .s ·" C: .9-0 Q D -~ u _, c_
' <; ~ 0 ~ o, ~ C G C C '" Q ,, C C co-Q C 0 C lu Cc .s2 _o Q c~ Q C co " -~ C '" Q Q " 0 =" C·, v '-(_) V, ec, Gi V, "' D G_; D ,-~ 0 ,, _o G, C C, :::, Q ' Q> co ~ Q :,;_;~ ,:: C D -$ Cj > V, >, G ~ 0 '.U Q ' f' E G E Q E Q, G c, -'~ 0 0 ~ ~: -~ 0 " ~ " ~ = C 0 ' Q, Q Q,
:'a:. -~ o,~ u .s Ca, D, Q_ ,~ -o D; Q D; .-:::: C D 0 -D ~ ii5 ~ -~ '· ' -g f " -2~ C •L 0 ~ C':, D 0 u G o::, u -C c, C u 0 C Q 0 D N D D 0 cc 0 0 C:::: D -("i C D -~ C-, 0 f~ 0 ,.3-a ~ Q 0 D 5t8 0 0 0 a 0 Q G v,,S u, Q' Q Q ~ V, "' 0) V, ~ 'J:: ::;;: 0 ~
! ', " 'D --c,, ") "' C) 'D CX) -"" ; -I I ' I I I I I I I I ,:-, i i """ i --~ ::, ft: r-V, c, V) ± "'°~ ~-=--< < < < s :± ±
__, -------:_1
5t o,:knili,19, ____ . --· -----"--+--+---+-+--+--+-+--+-+--+---+-+--+--+--+-+--+--+--+-I --+--+-+--+--+--+-+--+---+---+---+---+--I
f-t-/_)r_il1_·1n~o~l1~So~r=in~o _______ f-_-+-+--+-t----+--'.-___ _ _ _ -+--_ __ _j___ __ +---+--+--+-+--+--+I -1---1---+--+-~+---'
Concre!e//\sp.1wU Scvicutting I C"
f--rc~·c_m~c._•-'_!c_•_F_iu_i:_':'C_ir,V_. ______ -t----t---t--t--+---+--'L-+cc-f--t---+-l--+---+---l--~-+---+---+--l--f-'C:C-.·-t---1---'+--"---'_···+-·-_,-t-----_,t--,_-_t-_, ____ ,_i_-l--'('·_ --1-----,
Povin; C-, ! (i i _, __ _,_,_, ---cc------+--+-t--+---+---l-f--+~'-t--+--+--l-+---+-~----+-+--+---+--"----+~-1-+--+--i---t--+--+---+---'---+--I---I
Cond1;it/Pioc /r1sto/.1otior: f-1---f-f-__ f-______ ------~----+--t--t--t-~-+--+----+-+--+-+--+--+---+-1--1--+--+---+--+-l--f--+---+-=--+-+--+-----+---+--+ Stucco <Vol ior '//01 /.: 0 f--f---';;1 -,----·---------+--+-+--+-t--+--'r--+-~--t---+-+--+---+--1--+--+---+---+--+--f--f-----+-1-------t-----__ j_-1-~1-,"/oste Drsoosol 1 0
f--+_s_rcr9i;_}_gj__Lov 0,Jwn l,rc:0 -+--+--+--+----+---+-+--+--+-'0_, +--+-+--+--+--+--+--,
Ecr'_J,'/;,r,-1er;·i Moin!enc:r:tr.' _.5:.1_~1~· ,~·-u=e=iin~,o~--+-+--+--l--f--+--+--+---+-1---+---+---l-+---+----+----+---+-+---+---+---+--l--~--+--+-+--+--+-~+--+--l
1-foz.::rdo~.'s Sutstonce Uc:':'/~~toroas C':
Si!e /1ccess /1cross Dirt
ln::.tructicn:c·
1 Chee!' the box to the l2ft of cii opplic-obie :::onstruct;or: octivdy (first coi11mn_; exp!?cfed to occur du.ring constructicn
/. Located oi'ong the t::p cf /he BAJP Tobie is o fist _of BMP's with. it's corres,o_ondin? California Sbr.mrroter Cluolity Association (CASOA) dcsigncdicr, wmbcr.
o( r:,ore ,ui,1/J_c; yo/I inf9nd to use during consfruct1c,'1 frorn /he 11st. Chee): /.lie box '!.-here /lit; chosen activity rO<'i intersects with Uie []MP colurnn
Choose one
3. Refer· tL, th0 (::l,SQA c:onstrustit:,'i honJbaof< for information and dAfoils of the chosen HMPs and how to opcly them to the project.
LEGEND
(DELETE ITEMS NOT L/5£0 ON THE SITE MAP)
DESCRIPTION
5£ -1, SILT FENCE
5£-6, 5£-8 INLET SILT DAM
5£-6, GRAVCL BAG
TR-/, STABILIZED CONSTRUCT/ON ENTRANCE
SC-2, STORM DRAIN STENCILING OR SIGNAGE
50-3, MINIMIZE IMPERVIOUS AREAS
SD-6, RUNOFF COLLECTION
SYMBOL
SC-2
SD-3
SD-6
50-7, LANDSCAPING WITH DROUGHT TOLLERANT SPECIES
NS-1, WATER COi/SERVA T!ON
5£-1, SWAL£/DIR£CT!OPN OF DRAINAGE
WM-5, SOLID WAST£ MANAGEMENT
WM-6, HAZARDOUS WAST£ MANAGEMENT
IW.1-8, CONCRETC WASTE MANAGEMENT
WM-9, SANITARY/SEPTIC WASTE MANAGEMENT
BIOR£T£NTION BASIN
OFFS/TE 5£DIMINT SWEEPING
NS-1
-> -->
WM-5
WM-6
WM-8
WM-9
I
I
-
I
I
OTY
500 LF
6 £A
80 LF
·600 SF
1 £A
ENTIRE SITE
BIO BASIi/
ENTIRE SIT[
1 £A
50 LF
1 £A
1 [A
1 £A
1 £A
1,160 SF
1,000 SF
OWNER'S CERTIFICATION·
I UND[RS:AND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAG[M[NT PRACTICES (BMPs) DURING CONSmUCTION ACTIVITIES
TO TH£ MAXIMUM EXTENT PRACTICABLE TO AVOID TH£ MOBILIZATION OF
POLLUTANTS SUCH AS S£D!M£/IT AND TO A VOID TH£ EXPOSURE OF STORM
WATER TO CONSTRUCTION RELATED POLLUTANTS,· AND (2) ADI/ER£ TO, AND
AT ALL TIMES, COAIPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT TH£ OURA T!ON OF Tl/£ CONSTRUCTION ACTIVITIES UNTIL TH[ ·
CONSTRUCTION WOPK IS COMPLETE AND SIGNED OFF BY TH£ CITY OF CARLSBAD.
JAVIER .4 SERHAN
OWNER(S)/ OWN£.-~ FR'r NAM£ (PRINT)
OWNER(S)/ owrt::_R_Y__p. 'EJjF NAM[ (SIGNA TUR[) DAT£
NMAE OF PREPARER: ____ Fc_a_n_k_Ft_o_re_z _____ _
QUALIFICATION OF PREPARER_· _P_.E_._5_55_5_5 _____ _
ADDRESS: __ ---clccl 4cc4ccO~B'=E'=Re,:Ncc'fRc'-D"-0"'--"C'-"O'-"U"-R'-'-T-----SAN DIEGO, '.:A.
PHONE NO.: __ _ccec,8=-58'"')-=2cc29=--cc24,ec!c:_3 ________ _
SIGNATURE
\ CITY OF VISTA
VICINITY MAP
APN: 206-040-29-00 ------------------
SITE ADDRESS:
895 TAMA!?ACK A 1£
CARLSBAD, CA 92008
AREA OF DISTURBANCE
AREA OF DISTURBANCE 16, 700 S.F.
(THIS AREA INCLUDES BUT IS NOT LIMITED TJ
OFF-SITE WORK INCLUDING PUBLIC IMPROVEME'vTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICL:
AND EQUIPMENT STAGING AREAS, CONSTRUCTI[}J
WORKER FOOT TRAFFIC. SOIL/GRAVEL PILES, :JTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA Y5)
CONSTRUCTION THREAT:
CONSTRUCTION THREAT TO STD,RM WATER QUALITY (CHECK BOX):
0 HIGH □ MEDIUM
OWNER/APPLICANT:
NAME· JAVIER A 'iERHAN
ADD.RESS· 7825 Fay ~ve Ste 210
La Jolla, CA 92037
TELEPH0/1£ NO.: (858) 454-7755
EMERGENCY CONTACT:
NAM£.·
ADD.RESS.
JAVIER A ,£PHAN
7825 Fay ~ve Ste 210
La Jolla, CA 92037
T£L£PHO/I[ NO.: (858) 454-7755
PERMIT NUMBER: 11-16-6DM-0732
CO SD RTE 5 PM R49.25
AS-BUILT PLANS FOR ROADWAY
GEOMETRIC ANO A'JOVE GROUN[ FEATURES
STATE REPRESEt\TIVE DA'E
PLAN SET PAGE OF
f---+----1-------------+--+-c.+----+----I I SH3EET I CITY OF CAR LS BAD SH~T5S
ENGINEERING DEPARTMENT · ~ ~filR~~~==:::::::::::::===::::::::=:=====~~~.J
_-J '~~
sY.. __ /4_/"c_a~tr_f_f'l_?o_F<_e_z __ oATE 11.4.2016
Frank Florez Florez Engineering, Inc.
RCE 55555 Exp: 12/31/2016 Civil Engineering & Planning
e---+---e-----------------+----l----1-----l---1 !GRADING PLANS FOR: · •
TAMARACK STARBUCKS
TIER2SWPPP .
JASON S. GELDERT APPROVED: /). ) 7 /_,...J_
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CITY ENGINEER/ RCE 63912 EXPIRES 9/3)/16 DATE
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ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~--492·8A
PLOTTED BY: Thomas Wedemann DATEc Nov. 07, 2016 08:22:13 AM FILEc C:\Users\Tom\Documents\FE\Tamarak Carlsbad\Gra\GP 3-4 B1~P.dwg
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REQUIRED PERMANENT SOURCE CONTROL BMP'S
STORMWA TER MANAGEMENT NOTES
1. DURING THE RAINY SEASON THE AMOU,VT OF EXPOSED SOIL ALLOWED AT ONE TIME
SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY
OWNER IN THE EVENT OF A RAINSTORM 125% OF ALL SUPPLIES NEEDED FOR BMP
MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL
DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST
RAIN
2. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 15 DAYS MUST BE FULLY
EROSION. UNTIL ADEQUATE LONG-TERM PROTECTIONS ARE INSTALLED, THE DISTURBED
AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA ALL
EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY
INACTIVE PERIOD.
3. THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE
STORMWATER REGULATIONS AT ALL TIMES. THE BMP'S (BEST MANAGEMENT PRACTICES)
THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND
MAINTAINED TO EFFECTIVELY PREVENT THE POTENT/ALLY NEGATIVE IMPACTS OF THIS
PROJECT'S CONSTRUCTION ACTIVITIES ON STORM.WATER QUALITY. THE MAINTENANCE OF
THE BMP'S IS THE PERMITTEE'S RESPO!'.5/BILITY, AND FAILURE TO PROPERLY INSTALL OR
MAINTAIN THE BMP'S MAY RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN
DIEGO OR OTHERS IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED
WITH AN ACCEPTABLE AL TERNA TE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO
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1. RAIN FALL FROM THE 87 PERCENTILE EVENT, AS A MINIMUM, SHALL BE
FILTERED THROUGH
THE BIO-RETENTION BASIN
2. TRASH DISPOSAL IS LOCATED IN AN ON-SITE TRASH CONTAINER.
3. TO CONSERVE WATER, THE PROJECT DOES NOT INCORPORATE ;N
/RR/GA TION SYSTEM .
VEGETATION WILL BE DROUGHT TOLERANT AND SPECIES REQURING INITIAL
WATERING TO
BECOME ESTABLISHED WILL BE HAND WATERED.
STORM WATER QUALITY
NOTES/CONSTRUCTION BMP'S
1. THIS PROJECT SHALL COIPL Y WITH ALL REQUIREMENTS OF THE STA TE PERM/I' CALIFORNIA
REGIONAL
WATER QUALITY CONTROL BOARD
!$.IAt>lwsowr:b.a.9?VA"1ier_ ~
2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT ANO MW ON
ADJACENT
STREET(S), QUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION!CTMTY AT
IHEENOOF
EACH 11/4'.JRK &I Y, OR AFTER A STORM EVENT THATC4USESA BREECH IN INSTA.LEO
CONSTRUCTION
BMP'S WHICH M4 Y COMPROMISE STORM WATER QUALITY WI/HIN ANY STREET(S). A STABILIZED
CONSTRUCTION EXIT M4 Y BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR
EQUIPMENT FROM
TRACKING MUD OR SILT ONTO THE STREET
:J ALL STOCKPILES OF SOIL ANO/OR EMLO/NG M4 TERIALS THAT ARE INTENDED TO BE LEFT FOR
APER/OD
GREATER THAN SEVEN CALENDAR &I YSARE TO BE COVERED ALL REMOVABLEBMP OEVICES
SHALL BEIN
fL4CE AT /HE ENO OF EACH 11/4'.JRKING &I Y WHEN AVE &I Y RAIN PROBAB/LITYKJREC4ST
EXCEEDS 40%.
4 A CONCRETE WASIKXIT SHALL BE PROV/OED ON ALL PROJECTS WHICH PROPCSE THE
CONSTRUCTION OF
ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN fL4CE ON SITE.
5 /HE CONTRACTOR SHALL RESTORE ALL EROS/ONISEOIMENT CONTROL /JEVICtS TO WCl'?l<7NG
ORDER
AFTER EACH RUN-OFF PRODUCING RAINFALL OR AFTER ANY M4 TER/AL BREAOf IN
EFFECTMNESS
6 /HE STORAGE OF ALL CONSTRUCTION M4 TERIALS AND EQUIPMENT MUST BE fROTECTEO
AGAINST ANY
POTENTIAL RELEASE OF POLLUTANTS INTO /HE ENVIRONMENT
PERMIT NUMBER , 11 -16-6DM-0732
Florez Engineering, Inc. co so RTE s PM R49 .25 · Civil Engineering & Plonning
AS-BUILT PLANS FOR ROADWAY
BY
~ /~ GEOMETRIC AND ABOVE GROUN[ FEATURES
1;:,, fiore7 DATE ! I 4 2016 STATE REPRESENTIVE DAT
Frank Florez
RCE Exp: 12/31/2016 PLAN SET PAGE OF
r----+---+-------------+---+---+---+-----, I SH4EET I CITY OF C ARLSEA ENGINEERING DEPARTMENT
PcGiR~AD~IN~G~P~LA~N~S~FO~R~:=::::::::::::::::::::::::::::::::::::::::::::::::::==~S!!i~==:Ji
DATE INI TIAL INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
TAMARACK STARBUCKS
BMP
APPROVED: JASON S. GELDERT
l~,-,.•l.DN,
CITY ENGINE EXPIRES 9 3J 18 DATE
DWN BY, PROJECT NO. I DRAWING NO,
CHKD BY: PD 16-10 RVWD BY, 492-BA
PLOTTED BY• Thomas Wiedemann DATE, Nov. 07, 2016 08:20'41 AM FILE, C\Users\ Tom\Documents\FE\ Tamarak Carlsbad\Gr~GP 3-4 BMP.dwg
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PL INTERSECTION
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EXIST. 6" VCP SEWER PER
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CONN'CT NEW SEWER LATERAL TO
[XISTNG SS MAIN
PER c!TY OF CARLSBAD STD. OWG S-7
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NORTH
0 5 10
SCALE: 1" =
20
10'
TAMARACK CENTER LINE PROPERTY LIN[
(N 61'51 '16"[
N 61'57'16"[
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92.05'
V)
3,0
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11 +
NEW 1 " WM REDUCED
LANDSCAPE TO 4" CMWD W-3
10+72.60n 16" VALVE
(10GPM MAX) \ ~----=-===;-GAS 1---GAS GAS GAS GAS GAS --GAS , GAS --1--, GAS GtiSac:c--__Q
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3% [X TO 2% PROP. c-<i '° EX 1" BUILDING WM I ~ ·"' }!I__ §5 ~ UPGRADE TO 1.5" WM I o, °' >, I 8'; s, EX b-; c.. EX CURB, GUTTER & I REMOVE & Cl.. <>o RE
is ;;; ,iDirlrJJ~ fx?sTING SDWK TO BE REPLACED : REPLACE EX ~ ~ TO
'-' " ( 3) ~ [X ST LIGHT TO 't DWY WITH LATER,\L I.E. 59. ~ c:, '.ll NEW C&G
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PL __ .__ ____________ 6'_±----------------1
! I -DEEPEN BASIN SOIL LA YER
TO 18" TOTAL DEPTH
(BOTTOM AT 59.7) c:,~ ' cw< 'I
co cw /l'l
REPLACE EXISTING PIPE WITH /!§ ~ CONSTRUCT 6" PIPE TO 4" PERF PIPE IM./i. I I
.• t, !i,! c:, INVERT 60. 6± MAINTAIN SLOPE OF i
r WITH TOP OF GRATE AT 61,5 CJ S 0.005 FROM CONNECTION POINT AT '1 :,:
BOTTOM AT 58± B2--DOWNSTREAM CULVERT. EXISTING GROUND -62--~
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4'MIN. 61 2 BASIN BOTTOM 0 0 I i3 1-LI ·~ ~ - -I '"'"'""; I u L ,./12 I
'l~IL I~ r1 ,i1 +ll ~ T , -,,II I 1 , I,/,._ 6 6 / S=0.005 -~· ., I 6" CORRUGATED PVC PIPE \\ 11 I _I_, L I' 111 I i' 1'-II I 111 i;;; II 1: I 1 [,I.. o o -j MAINTAIN SLOPE OF 5=0.005 \ \ ,
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50"± TOTAL
ROCK DEPTH
--60--
62
61
Iii>
Frank Florez
Florez Engi neering, In c.
· Civ,7 Engineering g Planning
DATE
RCE Exp: 1213112016
LOWER PERFORATED PIPE TO
59.2 INVERT AND SURROUND
WITH GRAVEL (6" MIN)
/ "~ oo O~J!.,~, CONNECT 6" PIPE TO 4" ____,,/ o o -iJ(liOM INVERT
PERFORATED PIPE (VERTICAL) ~ o o F.It,WER PIP[
INVERT AT 59.2± , " ~ o o l'Ql?'r)st W 00 Ll,
PIPE BEGIN @
CALTRANS ROW
INVERT = 60.53±
CONNECTION TO CALTRANS
BROW DITCH PER SDRSO 0-73
INVERT = 60.5±
(MATCH EXISTING CULVERT INVERT) 1-fl -u;
PERMIT NU MBER : 11-16-60M-0732
CO SD RTE _2___PM R49.25
AS-BUILT PLANS FOR ROADWAY
GEOM ETRIC AND ABOVE GROUND
FEATURES
58
57
J( )., 00 00 o .,, _, u.,. 0 0 1'\n_ 't}'.,.fi"lf--------3/4" ROCK AROUND PERFORATED PIPE (6" THICK MIN)
";p ,,' O O 1-1/\?f;CI
,i__ 00 (A,
0 0 '[}'
!( o o v,~r;,JJ"'''"' A or. LJ r-
E.XTEND IMPERM EABLE LINER ALONG EASTERLY DEEPENED EDGE ONLY
~,IRAFI NT100 OR SIMILAR
OJ CALTRANS ROW 6" PIPE CONNECTION DATA
PIP[ BEGIN @ PIPE END @
CALTRANS ROW BEARING: 28•21'50" CALTRANS DITCH
INV[RT=60.6 INVERT=60.5
NORTHING. 6229031.81 LENGTH B.O'
0 5
EASTING: 2000462.98
MAX TRENCH WIDTH =
10 FT MAX TRENCH
DEPTH = 2.5 FT.
BACKFILL WITH SAME
MATERIAL
10 20
SCALE: 1" -10'
I
TAMARACK STARBUCKS
BIO-BASIN DRAIN
CONNECtlON DETAIL
EXHIBIT
BENCH MARK
DESCRIPTION: __
LOCA T/ON.· __
RECORDED ______________ _
ELEVATION: ___________ DA TUM NCVD 29
DATE
REVIEWE~1 / cit,· t?P:-
INSP ECTOR
I {tJ /t-o
DATE
STATE REPR ESEN TI VE DATE
PLAN SET __ PAGE __ OF __
'---+----t------------t---t---t----t----1 I SH5EET I CIT Y OF CARLS BA.D I SHE5ETS I
r-ENGINEER ING DEPAR TMEN T
~G:::R=A:::D:;::IN:;::G~P=-L=AN:::S::::;F~O:::R::: ':::::::========:::::'...'.::::===;
3-25-2019 FF
DA TE INITIAL
ENGINEER OF WORK
1 IJ\NEW SHEET
DA TE INITIAL . DA TE INITIAL
REVIS ON DESCR IPTION OTHER APPROVAL CITY APPROVAL
TAMARACK STARBUCKS
GRADING PLAN
APPROVE~~ // JASON S. GELD~RT
FaR c:: ~ dL 8 /z.7 [1,9
CITY ENGINEER RCE 63912 EXPIRES 9 /30/16 DA TE
OWN BY:
CHKD BY: __ _
RVWO BY:
PROJECT NO.
PD 16-10
DRAWING NO.
492-BA
PLOTTED BY. Fl orez DATE. Jul . 31, 2019 03.17.42 PM FILE. C:\Users\Fl orez\Dropbox\Work\Tamarok Carl sbad\Grd'GP 1 2 GRD.dwg
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