HomeMy WebLinkAboutPRE 2019-0014; TELESCOPE HOUSE; Preliminary ReviewGRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLAN$.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO TH/$ PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE /$ DISCOVERED-.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISION$ SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BEST$" KEY RA TING GUIDE.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE 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 GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRING/PALLY DO/NG BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOIL$ COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRING/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 SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECQ('{STRUCTIDN MEETING SHAii BF HFID AT THE SITE PRIOR TO THE
BEGINNING QF WORK AND SHAii BF ATTENDED BY All REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All INSPECTION REOIIFSTS OTHER THAN FOR PBFCDNSTRUCTIDN MEETING WI/ I BF
MADE RY CAil /NG THE FNG/NFFRING 24 HOUR lNsPFr.1TON Rml IF$T IINF AT
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHAU.. DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. TH[ 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 HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF $UGH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES F,VE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THF PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRA T/VE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTfRFD ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLAS11NG SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 710N FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA 110NS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA T/ONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO $0.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATION$ SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS /$ AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE 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 BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE 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 BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER /$ NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLAN$ ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLAN$. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED
BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SEC710N. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE 11ME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA 110N PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREA$ AND REPLACED WITH PROPERLY COMPACTED $OIL$. 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 EX/S11NG FACIL/71ES
( 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 THE PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILl11ES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA11VE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (619)262-1122
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
"CITY OF CARLSBAD(SEWER, WATER & RE:CLA/MED WATER) (760)438-2722
"SAN DIEGUITO WATER DISTRICT (760)633-2650
"LEUCADIA WASTEWATER DISTRICT (760)753-0155
-VALLEC/TOS WATER DISTRICT (760)744-0460
"OLIVENHAIN WATER DISTRICT (760)753-6466
"BUENA SANITATION DISTRICT (760)726-1340 x1330
*AS APPROPRIATE
33. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.Bf CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A. 10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 11NG ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND 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
RECOMMENDE:D SOIL BEARING CAPACITIES, A STATEMENT A$ TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STA TEME:NT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'$ APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SATISFAC110N OF T/-.1£;C!TY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEE:R OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SEC110N 6703 OF 1HE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARD$.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATION$ BY THE
CITY OF CARLSBAD DOE$ NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: SAMPO ENGINEERING INC
ADORE$$: 171 SAXONY ROAD STE. 213
CITY, STA TE: ENCINITAS CA.
TELEPHONE: 760 436 0660
B~----------------DATE: ______ _
VINCENT L. SAMPO
R.C.E. NO.::£t.J.L.l. ____________ _
REGISTRA 110N EXP/RATION DA TE:--"0"'6/.c..;3cc0/LC1c,c9 ____ _
SOILS ENGINEER'S CERTIFICATE
I PAUL A. BOGSE:TH, A REGISTERED GEOTECHNICAL ENGINEER OF STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON THE DATE OF MARCH 11, 2019. TWO COPIES OF THE SOIL
SOIL REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF TH£ CITY ENG/NEER.
SIGNED:
G.E./P.E. NO.: --l.J..i,,l,L--_________ _
DATE:
LICE:NSE EXP/RATION DA TE: 3/31/20
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BF RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADV/SF ON THE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-
REGULA TED SWPPP, I (WE) ALSO AGRE£ A QUALIFIED SWPPP PRACTITIONER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPFRV/SF IMPLEMENTATION OF
THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND
MUNICIPAL PERMIT, LA TEST VERSION.
B~~cc==c----,,------------------------COREY LOVE DATE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY SAMPO ENGINEER/NG INC.
ON FEBRUARY 15, 2019. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($)
207-385-20
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT /$:
N E
~~·-----------,,---·----
EROSION CONTROL NOTES
1. I 7fgs}l°:Jl.!_EJ?s~~NCY WORK IS REQUIRED, CONTACT __ C_O_R_EY_L_O_VE ______ AT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TER/ALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCA 110NS TO FAG/UTA TE RAPID CONSTRUCTION OF TEMPORARY
DEVICE$ WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH Tl-!£ CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACT/110NER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLU110N CONTROL (WPC) PLAN TO ADDRESS UPDATED $/TE CONDITIONS OF THE PROJECT.
THE UPO-A TED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT $/TE AND
MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUC110N BMP'S BEYOND THE
ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITION$ NOT
AN11CIPA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGE$ TO BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICE$ TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER 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 WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURE$ PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
$LOPE AT THE CONCLUSION OF EACH WORKING 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%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WIT.'-/ 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINA110N OF HYDROSEEDED $LOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON,
STA TE OF CALIFORNIA.
VICINITY
CITY OF OCEANSIDE
HIGY\1·:Av 7a
PACIFIC
OCEAN
MAP
CITY OF ENCINITAS
PROJECT INFORMATION
INDEX OF SHEETS
SHEET 1
SHEET 2
TITLE SHEET
GRADING PLAN
LEGAL DESCRIPTION
CITY OF VISTA
LOT 6 OF CARLSBAD TRACT NQ 82-5A, IN TH[ CITY OF CARLSBAD, COIJNTY OF SAN Dl[GO, STATf OF
CA/JFORNIA, ACCORDING TO UAP THfREOF NO. 10925, IN TH[ Off/C[ OF TH[ COUNTY RECOR[)[// OF
SAID COUNTY.
PROJECT ADDRESS
4615 TELESCOPE AVENUE
CARLSBAD, CA 92008
DEVELOPER
NAME: COREY LOVE
ADDRESS: 4615 TELESCOPE A VENUE
CARLSBAD, CA 92008
PHONE NO.: (760) 213-0526
REFERENCE DRAWINGS
EARTHWORK QUANTITIES
CUT: 298 CY
FILL: 8 CY
IMPORT: 0 CY
EXPORT: 290 CY
REMEDIAL: 400 CY
BENCH MARK
CITY OF CARLSBAD ',fflTICAL CONTROi. POINT 116
DA TUI,/: NGvD29 ELEVA TIO/I: 257.246'
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CA 110NS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENT$, CURRENT AT THE TIME OF CONSTRUC710N AS DIRECTED BY THE CITY
ENGINEER. '
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEER/NG STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. ____ DA TED ____ _
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC110N (GREEN
BOOK).
6. $OIL$ REPORT AND RECOMMENDATION$ BY HETHERINGTON ENGINEERING /NC DATED __ 3~~~1~1/~1~9 ________________ _
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ----'N/,'-'A-'-------
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY SAMPO ENGINEERING, INC DA TED 6/30/19
WDID NO. 9 375 _N_,_/,_A _________ _
SW NO. N/A
11. $TORM WATER MANAGEMENT PLAN PREPARED
BY N[t,_ DATED ___ _ SWMP NQ, ___ _
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND
CAL TRANS CONSTRUC110N SITE BMP MANUAL.
DESCRIPTION
SUBDIWSI0/1 BOUNDARY
RIGHT-OF-WAY
[AS[MENT UN[
[X!STING CONTOUR
EXISTING [L[VA TIO/I
[XISTING 5[W[R LINE
EXISTING WA TfR LIN[
[XIST/NG GAS UN[
DA YL!GHT LIN[
CONCRETE SURFACE
6" DIA. PR/VA TE STORM DRAIN PIP[
J" DIA STORM DRNN PIP[
LEGEND
DWG.NO.
PfR PLAN
PfR PLAN
(SDR-35}
BY 'Nos·
P[R SDRSD D-27
SYMBOL
----
--150--
X 150.5, (150.5)
-s--s--
-w--~N--
-G-
-11-11-11-
1~ • • • SI I
-SD--SD--
lsel
-SD--SD-
JUL 0 S 20\9
(, ';·; ·-•/ ,_:_::::·= -·:_'.:~-.R:_s3,.::,.D
p;__,c:::0\·,_, \;G ::,;\' :s,;-::)>!
POST-CONSTRUCTION BMP TABLE
QUANTITY
338 LF
542 SF
47 LF
4 EA
14 LF
STORMWATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA T/ON?
~ STANDARD STORMWA TER REQUIREMENTS
PRIORITY PROJECT REQUIREMENT$
TYPE DESCRIPTION OWNERSHIP
TOTAL LOT AREA ----'7.,_,,B:.::6c::.5_,S,,._F _____ _
TOTAL DISTURBED AREA = 5,989 SF ~------
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, U11LITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA -106 SF
TOTAL PROPOSED IMPERVIOUS AREA -3,406 SF
a YES (SEE SWMP FOR DOCUMENTA T/ON)
NO
MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
"AS BUil T"
RCE___ EXP, ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
f----!------1-------------1----1------'-----l-----' I S~EET I CITY OF CAR LS BAD I SH~ETS I
ENGINEERING DEPARTMENT
l------li----+------------------11------l----1----1-----1 ~G::;RAD=;:I::N~G,-=;:P::LAN:::;;S=::F:::O:;R::: ==:=::=::::::::::::::::::=::::::::==:::::.--'==~
1
DATE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
APPROVED:
CITY ENGINEER
DWN BY: IQ
LOVE RESIDENCE
APN: 207-385-20
(4615 TELESCOPE AVENUE)
JASON S. GELDERT
RCE 63912 EXPIRES 9 30 18 DA TE
CHKD BY: __ _ PROJECT NO.
xxxx-xxxx I DRAWING NO.
xxx-xx RVWD BY: '-----------'
---~ -----------------------------------------------------------------------
$! s
0
I a, -
~ .3
0
I "'
CONSTRUCTION NOTES:
1. EX/SI/NG TOPOGRAPHY AND BOUNDARY SHO'M-1 HEREON PREPARED BY SAMPO ENGINEERING
OIi 2/15/2019 PROPERTY LINE BEARINGS AND DISTANCES SHO'M-1 HEREON CALCULATED PER
MAP 10925.
2 A PREIJl,//NN/Y TIT/£ REPORT PREPARED BY CHICAGO Tin£ COMPANY DATED DECEMBER 5,
2018 AS ORDER NO. 71018/lOl)(}-MH. HAS BEEN RE'v1EWED FOR EXISTING ON-Sri[
EASEMENTS. SEE /HIS SHEET FOIi PLOTTED EASEMENTS.
J. All ON-SITE STORM DRAl~,_,PRAINAGE SWALES, AND BMP AREAS ARE PR/VA TE AND SHAil
BE MAINTAINED BY THE PROPm TY OWNER.
4. WALL ELEVATIONS SHOY,fv HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING
GRA{J[S ANO SOIL ENG/1/EER REC{}l,/l,/El//)A T!ONS. SOIL ENGINEER SHALL DETERMINE RNAL
WAil FOOTING DEPTHS.
5. ROOF OO'M-/SPOUTS TO BE DISCHARGED INTO LANDSCAPf AND 'ffGETA TED SWALE AREAS
PRIOR TO DISCHARGE TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE
A/lOVrfIJ TO PmO ON SITE AND SI/ALL NOT DRAIN TOWARD 8/JILDING FWNDA TIONS.
6. All EXISTING AND PROPOSED UTIUTY UNES SERVING THE SUBECT PROPERTY SHAil BE
INSTALLED UNDERGROUND.
7. CONTRACTOR TO LOCATE ANO PROTECT IN-PLACE EXISTING WATER SER'ACE ANO WATER
METER BOX
B. EXISTING SJJR',fY MONUl,/fNTS SHALL BE PROTECTED IN-PLACE. IF ANY MOI/Ul,/fNT IS
OIS7URBED OR DESTROYED IT SHALL BE REPLACED BY A UCEN:BJ LAND SIJR',fYOR AND A
CORNER RECORD OR RECORD OF SIJR',fY SHALL BE AlID MTH THE COUNTY PRIOR TO
RELEASE OF Sl:CURIT/£5. A SEPARATE 1,/0/IIJMENTATION BOND MAY BE REQUIR[I) AT THE
OISCll[TI()/>/ OF THE CITY ENGINEER.
iiff-Jl!ffly~1 ~Gffi?o~fi'tb iTIW&Eft &'Jfiuff~ltfTRt't//&i THJ/f!J-/icm ro
THE SATl:'FACTION OF THE CITY ENGINEER.
10. A/111/PROlfMENTS BUILT IN THE PUBUC RIG/IT OF WAY NOT TO SAN DIEGO REGIONAL
STANDARDS ARE TO BE PR/VA lEl Y MAINTAINED BY THE RES/DENT.
11. 8/JPS SHALL BE PR/VATEl.Y MAINTAIN[!) AND THE FACIUTIES NOT 1,/00IFf[I) OR REMOVED
'MTHOIJT A PERMIT FROM THE CITY.
12. GRASS AND LANDSCAPE AREAS DESIGNATED FOIi STORM WATER PaLUTI()/>/ CONTR(l
SI/All NOT BE MOO/A[!) Kl/HOUT A PfRl,//T FRa/ THE CITY.
13. SLAB-ON-GRADE FOIi THE NEW RESIDENCE SHOULD BE A 1,//Nll,/UM 5-INCH THICK AND
RllNFORCED 'MTH /4 BARS AT 18 INCHES ON CENTER IN BOTH DIRECllONS. THE SI.AB
SHOULD BE UNDERLAIN BY A MIN/MUI,/ 20 INCH COARSE SAND BLANKET(S.£ CREA TER THAN
JOl 'MIER[ 1,/0/ST/JRE SENS7"',f FLOORS ARE U:BJ A M/NfMUM ,ao 1,//L ',15(}/JEEI/, STEGO,
OR EQIJIVALENT MOIS7URE BARRIER SHOIJLD BE PLACED O'lfR THE SAND 81.ANKET AND
CO'lfR[[) BY AN ADDITIONAL n+o INCHES OF SAND (S.£ CREA TER THAN JO). UNLESS
DETE/11,/(N[I) OTHERl!ISE BY THE SOil ENGINE£R. JOINTS AND RllNFORCEMENT PER SOIL
ENGINEER.
14. EXTERIOR cmCRETE FLA T'M)RJ( SHO/JLO BE A MINIMUM 5-INCH THICK AND RllNFOIICED
MTH f1 BARS AT 18 /N,'ENCHE.T SON CENTER IN BOFOHIJ'E'/R£CT1,CR[OI/STE.ANf,,f,/e4ssCEf/(fR.f!l'INED'AIRS SO THAT THE REINFORCEJI. IS IN HI[ CENTER ,n, CON v,.u;. v, m,
OTHER'MSI: BY THE S(JfL ENGINEER. JOINTS AND RllNFOIICEMENT PER Sill ENGINEER.
XJ986
NOTES:
-ALL ACGRECA TE lltJST BE CLEAN/WASHED AND FREE OF RNES (SANO, 511 T, ETC.)
-THE PA 'lfRS SHAil NOT BE SEAIID ONCE THE vtvO FILLER HAS BEEN ADD[!)
-£A{}/ COIJRSE SI/All BE VJBRATORY COl,/PACTED BEF0/1£ PLACEMENT OF NEXT COURSE
-PERMEAM FILTER FABRIC SHAil BE USED ALONG THE INTERFACE BET'ltWI
THE 3/4" CRUSH ROCK BASE AND S/JBGRAD£
-SPECIAL APPROVAL REQIJIRED FOIi USE IN HIGl/1.Y EXPANS/',f SO/l-SI.JBDRNN MAY BE REQUIRED
PERMEABLE PAVER X-SECTION WITH CONCRETE EDG~~@
X298.9
1
9.8' GATE
MAIN FLOOR
FF: 299.0'
PAD: 2983'
I
8' WIDE EASEMENT TO SDGE FOIi PUBUC UT/UT/ES, ~.._J___
INGRESS AND EGRESS RECORDED JUNE 19, 1984 AS
DOC. NO. 84-229217 OF omCIAL RECORDS f
I
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287.20 TC
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~ 288.75
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288.BjTC
288.Jf Fl
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289.iTC 288.7 Fl
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I X289.04 8' 'MOE EASEMENT TO SDCE FOR PUBUC UT/UT/ES, ~--k
INGRESS AND EGRESS RECORDED JUNE 19. 1984 AS ooc. NO. 84-228217 OF omCIAL RECORDS 1
. "
I
I i-::::: 25.00' u 289.78 TC
n -~."1:'.._----f=-=-=-=-iJ.,s.-oo~·=-::::...:1 (t --__ _
/ I I
I
I
j 289.35 FL
5' 'II/DE EASEMENT FOR PUBUC ~~...;--7
Ul/UTY & SIDEWALK PURPOSES I I
PER MAP 10925 I I
I I
I I
I I
1----------24" MIN., U.N.O. ------j
ANCHOIIS (TYP.) GRASS OR 7URF LIN[!) OPTION O'lfR
LANOLOK T/JRF REINFffiCEMENT
MIER£ SI.OPE EXCEEDS 5%.
I
X289.58 I
V, i
I I
WV®
10
I
5 0 10
~ !
SCALE: 1· ; 10'
KEYNOTES:
DEMOLISH/PROTECT IN-PLACE Q
I. DEMOUSH EXISTING SHED
2. DEMOUSH EXIS7/NG WOOD PORCH
3. DEMOUSH EXIS7/NG WOOD PERGOLA
4. DEMOUSH EXIS7/NG WOOD BIN
5. DEMOUSH EXIS7/NG WOOD STAIRS
6. DEMOUSH EXIS7/NG CMU WALL
7. DEMOLISH EXIS7/NG CONCRETE PA TH
8. DEMOLISH EXISTING GA TE
9. DEMOLISH EXIS7/NG WOOD FENCE
10 DEMOLISH EXIS71NG AREA DRAIN
II. PROTECT EXIS7/NG TREE IN-PLACE
12. PROTECT EXISTING !RR/GA 7/0N PIPING IN-PLACE
13. DEMOLISH EXISTING STEP CONCRETE
14. PROTECT EX/S71NG CHAIN-LINK-FENCE
15. PROTECT EXIS7/NG UTIL/71£S IN-PLACE
16. PROTECT EXIS71NG STREET LIGHT IN-PLACE
17. PROTECT £XIS71NG WATER METER BOX IN-PLACE
18. PROTECT EXIS7/NG SEWEJI CLEAN OUT IN-PLACE
19. PROTECT EXIS7/NG GAS VAL VE IN-PLACE
20. PROTECT EXIS7/NG ±21' PCC DRIVEWAY IN-PLACE
21. PROTECT EXISTING SEWEJI LATERAL, WA lEll SERVICE AND GAS SER'ACE IN-PLACE
22. PROTECT EXISTING WOOD FENCE
23. PROTECT EXISTING VIN'fl FENCE
NEWIMPROVEMENTS □
I. BU/LO/NG PER ARCHITECTS PLAN
2. GARAGE PER ARCHITECTS PLAN
J. PERMEABLE PA VERS PER DETAIL "A.
4. 8" CMU RETAINING WALL PER SDRSO C-1. USE DETAIL C-8 FOR WALL fJRAINS
5. 8" CMU RETAINING WALL PER SDRSD C-2. USE DETAIL C-8 FOR WALL DRAINS
6. CONCRETE STAIRS ON GRADE PER SORSD M-26
7. ±14 LF • 6" WRB PER SDf/SO G-1 {NOT FLUSH}
8. CONCRETE PA no PER ARCHITECTS PLAN
STORM DRAIN !WATER QUALITY ~
I. 2-J" DIA SIDEWALK UNDER DRAIN PIPES PER SDRSD D-27 @ 1% MIN SLOPE
2. VEGETA TED DRAINAGE SWALE PER DETAIL "B"
J. 6" DIA. PRIVATE STORM DRAIN PIPE (SDR-35)@ 1% MIN SI.OPE
4. PRIVATE NDS 12•x12• CATCH BASIN OR APPROVED EQUAL
5. RIP-RAP ENERGY DISS/PA TOR PER SDRSO 0-40, USE /12 BACKING 72" THICK
O'lfR I 2" DECOMPOSED CRAN/TE RL TER BLANKET
6. PCC BROW 0/TCH PER SDRSD D-15 TYPE B
7. 4" DIA. PERFORATED PVC (SDR-35) SUB-DRAIN PIPE @ 1./IN 1% SLOPE.
" AS B U I LT"
RCE EXP.
20
I RE~EWED BY:
DATE • a_ 0 u • • ~
~
~====J~====~================================~====~====~~====~====~r:===::-'::==============::-:==:::::::::::i ~
INSPECTOR DATE
I S~ET I CITY OF CARLSBAD I SH~ETS I
TYPICAL VEGETATED DRAINAGE SWALE
NO SCALE®
DA TE INITlAL DATE INITlAL DATE INITlAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
-I 0, ENGINEERING DEPARTMENT
/
GRADING PLANS FOR 0:
LOVE RESIDENCE
APN: 207-385-20
(4615 TELESCOPE AVENUE)
APPROVED: JASON S. GELDERT 2
O>
0
CITY ENGINEER RCE 63912 EXPIRES 9 30 18 DAlE <:!.
<:!. OWN BY: PROJECT NO. I DRAWING NO. "
~~~ ~~; ---~ __ xxxx ___ xxxx ___ ___,_ xxx-xx ~
PROJECT TEAM
DESIGNER: TRAVIS DEAL
DRAFTER:ANDRESSMVEDRA
1320 GRAND AVE. #2
SAN MARCOS, CA 92072
(760) 809-0545
PROJECT DATA
APN: 207-385-20-00
LEGAL: LOT 6/
1. AS A MINIMUM Gihl:E,:,.8/MwsNG-I~K SHALL COMPLY
, ,
BUILDING DEPARTMENT SUPPLEMENTAL PROCEDURES AND NEWSLETTERS
AND NFPA BULLETINS.
2. THE GENERAL CONTRACTOR, THE SUBCONTRACTOR, AND MATERIAL
SUPPLIERS SHALL REFER TO THE DRAWINGS, SCHEDULES AND
SPECIFICATIONS AS WHOLE DETERMINING THE CONSTRUCTION
REQUIREMENTS FOR THE PROJECT.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL
AREAS ON THE PROJECT WHICH REQUIRE TOLERANCES BETWEEN ROUGH
OPENINGS AND/ OR FINISH MATERIALS AND PROVIDE FOR THE PROPER
TOLERANCES TO COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH
THE REQUIREMENTS OF THE CONTRACTOR DOCUMENTS.
4. ALL DRAWINGS, SCHEDULES AND SPECIFICATION IN THE BID PACKAGE
ARE TO BE CONSIDERED EQUAL PARTS OR THIS CONTRACTOR PACKAGE,
THE CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE RESPONSIBLE
FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS, SCHEDULE, AND
SPECIFICATIONS, INCLUDING CIVIL, ARCHITECTURAL, STRUCTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL, ALL DISCREPANCIES, OMISSIONS
OR ERRORS THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT IN WRITING PRIOR TO THE SUBMISSION OF BIDS SO THAT
CLARIFICATION MAY BE ISSUED.
5. ANY WORK PERFORMED IN CONFLICT WITH ANY PART OF THE CONTRACT
DOCUMENTS OR CODE REQUIREMENT SHALL BE CORRECTED BY THE
CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER
OR ARCHITECT
6. PRIOR TO THE START OF CONSTRUCTION, THE GENERAL CONTRACTOR
SHALL VERIFY LOCATION OF TRANSFORMERS AND UNDERGROUND UTILITIES
WITH APPROPRIATE UTILITY COMPANIES, IN ADDITION, THE GENERAL
CONTRACTOR SHALL VERIFY THE ACTUAL STATIC WATER PRESSURE AT THE
PROPERTY LINE AND REPORT THE FINDINGS IN WRITING TO THE ARCHITECT
AND MECHANICAL ENGINEER PRIOR TO THE START OF CONSTRUCTION.
7. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE
RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH THE WORK OF
OTHERS, SUB-CONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO
THEM, WHICH MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND
IS ADEQUATE PRIOR TO COMMENCING THEIR WORK.
8. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON
PLANS, SECTIONS AND DETAILS. DIMENSIONS ARE TO FACE OF STUD OR
SLAB UNLESS OTHERWISE NOTE ON DRAWINGS. DO NOT SCALE DRAWINGS.
9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ITEMS
AND PROCEDURES DURING THE TERM OF CONSTRUCTION.
10. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED AND THE BUILDING
SHALL NOT BE USED FOR ANY PURPOSE UNTIL TOILETS AND EXIST
FACILITIES ARE PROVIDED UNDER SEPARATE PERMIT.
-------·-----
eesco
ABBREVIATIONS
\e,\'I~
ltt1f'l'h\iiii
~
ve.,
SYMBOL LEGEND
Cf:ii!ll'
---~( ~fl !•-····"•'"! __,__ :9ii:l¾lll.'181ii~·-
~NM~~
.-..;;•~· ti,eT'l!~~
-4
&
11~1
(ff)
~l;ltl,,1~
~ti
!ilRIDOR
~I.JM!f u~
ars '
APPLICABLE CODES
ZONE:
YEAR BUILT:
CONSTRUCTION TYPE: RESIDENTIAL
OCCUPANCY TYPE:
CONSTRUCTION SHALL CONFORM TO:
GOVERNING CODES:
THIS PROJECT SHALL COMPLY WITH THE FOLLOWING
MODEL CODES:
-2016 CBC (CALIFORNIA BUILDING CODE)
-2016 CMC (CALIFORNIA MECHANICAL CODE)
-2016 CPC (CALIFORNIA PLUMBING CODE)
-2016 CFC (CALIFORNIA FIRE CODE)
-2016 CEC (CALIFORNIA ELECTRICAL CODE)
-2016 CRC (CALIFORNIA RESIDENTIAL CODE)
-2016 CGBSC (CALIFORNIA GREEN BUILDING STANDARDS
CODE)
-2016 CBEES (CALIFORNIA BUILDING ENERGY EFFICIENCY
STANDARDS)
-STATE OF CALIFORNIA ENERGY CONSERVATION
REQUIREMENTS (T-24)
SCOPE OF WORK
GENERAL NOTES
THE EXISTING HOUSE IS NOT SPRINKLERED.
A MINIMUM OF 65% NON-HAZARDOUS CONSTRUCTION
AND DEMOLITION DEBRIS WILL BE RECYCLED OR
SALVAGED FOR REUSE IN ACCORDANCE WITH EITHER
SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE
STRINGENT LOCAL CONSTRUCTION AND DEMOLITION
WASTE MANAGEMENT ORDINANCE (CAL GREEN SECTION
4.408.1)
THE DISCHARGE OF POLLUTANTS TO ANY STORM
DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE
PETROLEUM BY PRODUCTS, SOIL PARTICULATES,
CONSTRUCTION WASTE MATERIALS, OR WASTE WATER
GENERA TED ON CONSTRUCTION SITES OR BY
CONSTRUCTION ACTIVITIES SHALL BE PLACED,
CONVEYED, OR DISCHARGED INTO THE STREET, GUTTER
OR STORM DRAIN SYSTEM.
THE FINISH GRADE AND IMPERVIOUS SURFACES SHALL
DRAIN AWAY FROM THE FOUNDATION WALL AT A
MINIMUM SLOPE OF 2% OR SHALL FALL 6 INCHES WITHIN
THE FIRST 10 FEET WHERE POSSIBLE.
A FOUNDATION FORMS CERTIFICATION THAT IS
CERTIFIED BY A LICENSED LAND SURVEYOR MAY BE
REQUIRED BY THE BUILDING INSPECTOR AT THE FIRST
FOOTING INSPECTION.
INDEX OF DRAWING
T-1 TITLE SHEET
ARCHITECTURAL
A-1 SITE PLAN
A-2 MAIN LEVEL FLOOR PLAN
A-3 GARAGE LEVEL FLOOR PLAN
A-4 ELEVATIONS
A-5 ELEVATIONS
A-6 SECTIONS
A-7 SECTIONS
A-8 MAIN & GARAGE LEVEL ELECTRICAL PLANS
~-"1<..--fl.-t1io<io
C.p. 'l.·"I
Cb? -\'C.
JUL O 8 2019
VICINITY MAP
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SHEET:
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-----··--·--··-·-·---------..... _ -
TOTAL IMPERVIOUS AREA
AREA TABULATION SQ. FT.
SITE PLAN
I PDS659 I BROW DITCH ~ ~
I PDS 659 I BERM ➔B ➔
DIRECTION OF LOT DRAINAGE ➔➔
MATERIALS & WASTE MANAGEMENT BMP's
I WM-1I MATERIAL DELIVERY & STORAGE
IWM-4I SPILL PREVENTION AND CONTROL
IWM-8I CONCRETE WASTE MANAGEMENT
IWM-5I SOLID WASTE MANAGEMENT
IWM-9I SANITARY WASTE MANAGEMENT
IWM-6I HAZARDOUS WASTE MANAGEMENT
TEMPORARY RUNOFF CONTROL BMP's
f SS-2 l PRESERVATION OF EXISTING VEGETATION ,._,,.....PEV._,...PEV-..r-
I SS-3 I BONDED OR STABILIZED FIBER M M
MATRIX (WINTER) ,,_,..... ._,... .._,....
I SS-4 I HYDROSEEDING (SUMMER) .....r-TSP....,,-.TSP._,...
SS-6 1,1 SS-8 I STRAW OR WOOD MULCH .....r-SJW.....,,...S/W.....-
SS-7 I PHYSICAL STABILIZATION (WINTER) ,,_,.....EBM.......---EBl\/i--f"'
SS-10 ENERGY DISSIPATOR I I
SC-1 SILT FENCE ■ ■
SC-2 SEDIMENT/ DESIL TING BASIN n
SC-5 FIBER ROLLS --FR--FR--
SC-6 ti SC-8 I GRAVELORSAND8AGS ue=
SC-7 I STREET SWEEPING AND VACUUMING
sc-10I STORM DRAIN INLET PROTECTION g
NS-2 I DEWATERING FILTRATION ----e----e--
TC-1 I STAB1LIZED CONSTRUCTION ENTRANCE r0¼;l
I TC-2 I CONSTRUCTION ROAD STABILIZATION ~
I TC-3 I ENTRANCE I EXIT TIRE WASH ~
POST-CONSTRUCTION SITE DESIGN BMP's
MAINTAIN NATURAL DRAINAGE PATHWAYS & I 4,3. 1 I HYDROLOGIC FEATURES
I 4,3,2 I CONSERVE NATURAL AREAS, SOILS &
VEGETATION
4,3,3 I MINIMIZE IMPERVIOUS AREA
4,3.4 I MINIMIZE SOIL COMPACTION
4,3,5 I IMPERVIOUS AREA DISPERSION
4,3,e I RUNOFF COLLECTION
LANDSCAPING WITH NATIVE OR DROUGHT 14,3,7 I TOLERANT SPECIES
I 4,3,8 I HARVESTING AND USING PRECIPITATION
POST CONSTRUCTION SOURCE CONTROL B!vlP's
4,2,1 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4
4,2,2 STORM DRAIN STENCILING & POSTING OF StGNAGE
4,2,3 PROTECTED OUTDOOR MATERIALS STORAGE AREAS
PROTECT MATERIALS STORED IN 4,2,4 OUTDOOR WORK AREAS
4,2,5 PROTECT TRASH STORAGE AREAS
4,2,6 ADDNL BMP's BASED ON POTENTIAL
RUNOFF POLLUTANTS
[A] ON SITE STORAGE DRAIN INLETS
[[] INTERIOR FLOOR DRAINS & ELEVATOR SHAFT SUMPS
[QJ INTERIOR PARKING GARAGES
[QJ NEED FOT FUTURE INDOOR & STR. PEST CONTROL
w LANDSCAOEI OUTDOOR PESTICIDE USE
IT] POOLS, SPAS, PONDS, FOUNTAINS & WATER FEATURES
[ID FOOD SERVICE ---wvo
[8J TRASH OR REFUSE AREAS
[I] INDUSTRIAL PROCESSES
QJ OUTDOR STORAGE OF EQUIP. OR MATERIALS
IBJ VEHICLE AND EQUIPMENT CLEANING
[jJ VEHICLE/ EQUIPMENT REPAIR AND MAINTENANCE
[NJ FUEL DISPENSING AREAS
rn:J LOADING DOCKS
[QJ FIRE SPRINKLER TEST WATER
[EJ MISCELLANEOUS DRAIN OR WASH WATER
[QJ PLAZAS, Sl □EWALKS, DRIVEWAYS & PARKING LOTS
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SCAI£:
SHEET:
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D □□R 2x wIND □w SCHEDULE
CD DIMENSIONS wIND □w QTY, TEMP, 'wIND □'w TAG wIDTH x HEIGHT TYPE :., ru ' ~
1 4811 X 72" FIXED 2 YES
9
2 72" X 4811 SLIDER 2 ND
3 60 11 X 36 11 SLIDER 2 YES
-' ru ,,.
~ ' -~®-' ~
4 48" X 48 11 SLIDER 1 ND
5 48'' X 24 11 SLIDER 2 YES
6 36" X 36" SLIDER 1 YES
7 30 11 X 4811 SINGLE HUNG 4 ND ~
8 18" X 48" FIXED 3 ND
9 15" X 48" FIXED 3 ND
D □□R TAG ~ DIMENSIONS DOOR QTY. TEMP,
'v/IDTH HEIGHT THICK TYPE
A 42" 80" 1-3/8" SINGLE 1 YES
18"
\ [gJ
0 I'-----'
B 36" 80" 1-3/8" SINGLE 1 YES ':l
C 2-36" 80" 1-3/8" FRENCH 2 YES
D 32" 80" 1-3/8" SINGLE 3 NO ®-
E 30" 80" 1-3/8" SINGLl 2 NO
F 28" 80" 1-3/8" SINGLE 5 NO
G 112" 84" 1-3/8" GARAGE 1 NO
H 2-30" 80" 1-3/8" SLIDER 1 NO
"' l'-11'
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21'-5' 7' o· 31'-[l"
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