HomeMy WebLinkAboutDWG 434-9B; CT 03-06; CARLSBAD 16 /TABATA RESIDENTIAL SUBDIVISION; 01-04GRADING 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 PLANS.
2. APPROVAL OF THIS PLAN DO[S NOT L[SSEN OR WAIVE: ANY PORTION OF TH[
CARLSBAD MUNICIPAL COD[, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJ[CT. THE [NG/NEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE /S 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 CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE: PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE R[QUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADD!nONAL INSURED ENDORSEME:NT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERM/TTE['S POLICY IN TH[ 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 BE; rm AND A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b}5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY R[QUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
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 f!!THOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED fl1THIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL ORA f!!NGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL ORA f!!NG 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 f!!Tfl/N 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 TH[ STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEERING
INSPECTOR mTHIN TWO WORKING DAYS OF THE COMPLEnON OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDA T/ONS 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:
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE mTH THE CITY OF CARLSBAD STANDARD SPECIF/CA noNS AND THE
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS f!!LL 8£ SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PR[CQNSTRIICTION MEFTTNG SHA/l BE Hf/Q AT THE S/Tf PRIOR m THE
RfGINNING OE WORK AND SHA/ I RF A TTFNQfD BY Al I RfPRFSfNTA TIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPFCTS OF THE WQRK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDJNA TE A DA TE AND TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED ORA f!!NGS MUST BE A VA/LABLE PRIOR TO
SCHEDULING. THE: GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT Tl/£ MEETING.
15. ALL INSPECTION RfQU[STS OTHER THAN FOR PRITONSTRIICTION MEfTING 1111 I BF
MADE BY CAI f/NG THE ENGINEERING 24 HQ/JR INSPFCDON RfQIJESI J /NE AI
(760) 438-3891. INSPECTION REQUEST MUST BE RFCEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS f!!LL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERf!!SE. REQUESTS MADE AFTER
2: 00 P.M. f!!LL BE SCHEDULED F;OR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL TH 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 SHOf!!NG
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 SUCH TRENCH OR TRENCHES OR DURING TIIE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY Tr/E CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCA VAT/ON. IF THE Pl AN VARl[S FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENG/NEFR AT Tllf CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VA noN.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL OR PALEONTOI OG/CAL RESOURCES ARE DISCOVERED WITHIN
ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS f!!LL CEASE IMMEDIATELY. AND
THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS f!!LL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, ..n EARTHMOVING EQUIPMENT. CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED
,:~GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND ,.; Q'"""'= 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-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 B£
DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL B£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF TH[ GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY ITTTHJN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER JS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED 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 FINISH 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 SHALL Bf REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL 8£ /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAfl1NG NO. 434-9L , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDJNA TE
THE WORK OF THESE GRADING PLANS f!!TH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE f!!TH Tr/E LANDSCAPE MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA T/ON, IT SHALL BE REMOVED f!!THIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED f!!TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE f!!LL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
Tr/£ CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC/ENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT f!!TH 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
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SOG&E (800)660-7343
PACIFIC BELL (800)892-0123
TIM[ WARNER CABLE (76Ci)4J8-7741
COX COMMUN/CATIONS (760)806-9809
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)6JJ-2650
'LEUCADIA WASIEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
'OLIVENHAIN WATER DISTRICT (760}75J-6466
'BUENA SANITATION DISTRICT (760)726-1340
*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.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR /15.16,/20 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
COO£ AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT 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"S APPROVAL, THESE PLANS MAY 8£ REQUIRED
TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES f!!LL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORTS TITLED:
"INTERIM REPORT OF GEOTECHNICAL TESTING AND OBSERVATION SERVICES DURING
EARTHWORK CONSTRUCTION, LOTS 1 THROUGH 16, BLACK RAIL TM NO 2-206, CARLSBAD,
CA JOB NO. 3103SD3" BY GEOTEK INC, DA TED JULY 25, 2007.
"PRELIMINARY GEOTE(:HNICAL INVESTIGATION, PROPOSED 17 LOT SUBDIVISION. BLACK RAIL
ROAD, CARLSBAD, CA JOB NO. 03-236-P" BY VINJE AND MIDDLETON ENGINEERING, DATED
MAY 22, 2003.
"PRELIMINARY GEOTECHNICAL DESIGN PARAMTERS FOR DESIGN OF FOUNDA T/ONS,
POST-TENSIONED SLABS AND RETAINING STRUCTURES, BLACK RAIL TRACT MAP 2-026,
LOTS 1 THROUGH 16, CARLSBAD, CA" BY NMG GEOTECHNICAL, INC, DATED SEPT 10, 2012.
AND ALL SUBSEQUENT AMENDMENTS SHALL BE CONSIDERED A PART OF THIS GRADING PLAN.
GRADING SHALL BE DONE IN ACCORDANCE WIT/I THE RECOMMENDA T/ONS AND SPECIF/CATIONS
CONTAINED IN SAID SOILS REPORT.
SOILS ENGINEER'S CERTIFICATE
/,6,i~j~---A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY
CERTIFY Tr/AT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER ./,IY 0/REJ;T SUPERVISION BElWEEN THE DA TES OF _ Dec. I '1 . 20il AND V.(c. .,, ( I 20 l . TWO COPIES OF THE
SOILS REPORT COMPILED FROM Tl/IS STUDY, W/Trl MY RECOMMENDATIONS, f/AS BEEN
SUBMITTED TO THE OFFICE OF TI-JE CITY ENGINEER.
SIGNED: ~ \ G,E Z..1'"S"2... 9. !,a. t.o 1 4
G.£. NO.: / LICENSE EXP. DATE:
DATE: /. 2. ..,_ 'Z.c1L/
FIRM: SOUTHERN CALIFORNIA SOIL & TESTING, INC.
ADDRESS: 6280 RIVERDALE STREET
SAN DIEGO, CA 92120
TELEPHONE: (619) 280-4321
OWNER'S CERTIFICATE
I (WE) HERfBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
OR f!!LL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE
COMPACTION AND STAf! /TY OF THIS SITE.
u. I ~ 5 z-;i-jlt/
~~T~ MTE ( u lAl1 l-[c. (3rc-M VL
(PRINTED NAME)
DEVELOPMENT SOLUTIONS C/6, LLC
CO: DAVIDSON COMMUNITIES
1302 CAMINO DEL MAR
DEL MAR, CA 92014
PHONE: 858.259.8500
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT (,SOJf:Ci~L~~v,if
tit: fJ,tJv'J0:5,?,._; C()M,.-,Vt✓IJ:t:J!;.£__/J:t: __ {~) 775 -il.'143 -
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 8£ MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED f!!THOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 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 CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WOJiW!i 011 Y. Wl;IEJ:l [);[£ F)YE .(!i) QA,. Y. RAIN .F!ll,QGl)JJJLIT.Y, , F.Qll.E,CNiT. l;X!;fEQ.J. F.()ll T.Y
PERCENT (40%). SILT .AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.'
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ffFECTIVE 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 cnNSERVA TION,
STA TE OF CALIFORJ'/JA. .
ALL
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED
ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE
FOLLOf!!NG:
A. HYDROSEED/NG SHALL BE: APPL/CD TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60
DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS H/GHL Y VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE
TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLL0f!1NG CRITERIA:
/, ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET JN HEIGHT SHALL BE /RR/GA TED BY HAND WATER/NG FROM QUICK
COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF
LOW PRECJPITA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER,
PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE
/RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL 8£ SPECIFIC REGARDING THE
NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM.
1. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR
THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE· OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACR·E,'OF ACHILLEA MILLffOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF 0/MORPHOLECA
g. ITEMS c,d,e, AND I OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE
AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED f!!TH A NITROGEN FIXING BACTERIA
AND APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN 'UNOPENED CONTAINERS
WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CERTIFICATION TAG
ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYDROSEED SLURRY AT
THE DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6
MULCH (STRAW} MAY BE SUBSTITUTED, ALL OR PART. FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, f!!TH 15% SULPHUR
APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICJENTL Y FRIABLE.
c. RIPPING AREAS THAT f!!LL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED
BED.
b. Tf/E ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING COVERING SALINE SOILS
TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
£. f/YDROSEEDED AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE f/YDROSEEDING IS THE THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED.
EARTHWORK QUANTITIES
CUT: ----~640 CY
FILL: ----~O CY
EXPORT: 640 CY
REMEDIAL: 4,900 CY
NOTE: THE GRADING QUANTITIES SHOWN ABOVE ARE FOR BONDING PURPOSES
ONLY AND DO NOT ACCOUNT FOR VAR/A TIONS DUE TO LOSS FROM FROM CLEARING
AND GRUBBING, STRIPPING, SHRINKAGE, SWELL OR UNSUITABLE MATERIALS. THESE
QUANTITIES ARE FOR BONDING PURPOSES ONLY. TH£ CONTRACTOR SHALL
RESPONSIBLE FOR DETERMINING THEIR OWN INDEPENDENT QUANTITY AND MATERIAL
TAKE-OFFS TO CONSTRUCT THE DESIGN AS IND/CA TED ON THESE DRAWINGS AND
IN CONFORMANCE f!!TH THE PROJECT'S GEOTECHNICAL REPORTS.
IMPORT ANT NOTICE
Section 4216 of the Government
Code requires that a Dig Alert ldentificatio
Number be issued before a
"Permit to Excavate" will be valid.
For your Dig Alert l.D. Number Call
Underground Service Alert at
8-1-1
Two working days before you dig
...
n
~ [=,E}' GINEER
6390 Greenwich Drive, Suite 170
San Diego, California 92122
'I ,£ " \
£RIC I<. ARMSTRONG, RCE°"J
OF WORK
tel 858.554.1500 ' fax 858.597.0335
www.fusCoe.com REGISTRA T/ON NO. 36083, EXP. 06 30-· 14
VICINITY MAP
PROJECT LOCATION
NEW CREST COURT
CORTE ORCHID/A
~
NTS
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMB[R(S) 215-950-39, 40, 41,
42, 4J, 44, 45, 46, 47, 48, 49. 50, 51, 52, 53, & 54
NEW CREST COURT
CARLSBAD, CA 92011
LEGAL DESCRIPTION
LOTS 1-16 OF MAP 15521
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS TH[ CALIFORNIA COORDINATE: SYSTEM
-1983, ZONE VI, 1991.35 [POCH, NORTH AMERICAN DATUM OF 1983 (NAD83), GRID
BEARINGS BETWEEN STATION CLSB-044 ANO STATION CLSB-046 AS SAID
COORDINATES ARE: PUBLISHED IN TH[ RECORD SURVEY MAP NO. 17271, FILED IN
TH[ OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002.
(I.E. N15' 15" 04" E)
R[F[R[NC[D BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT 8[ IN
TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION CLSB-044 IS
0.999955810 GRID DISTANCE:= GROUND DISTANCE X COMBINED SCALE FACTOR.
(a.a.
BENCHMARK
DESCRIPTION: CARLSBAD CONTROL MONUMENT #46, BRASS DISK IN WELL MONUMENT
STAMPED LS 5669
LOCATION: MONUMENT LOCATED AT INTE:RSE:CTION OF BLACK RAIL RD. ANO
MARTINGALE: CT
RECORO[O: CITY OF CARLSBAD ORTHOPHOTO MAPPING DRAWING NO. 296-5
[LEVA T/ON: 342.747
DA TUM: NGVO 29
REFERENCE DRAWINGS.
ALL GRADING IS EXISTING PER CT 03-06, DWG 434-9A
ALL ARCHITECTURE AND PLOTTING IS PER CDP 12-13
ALL IMPROVEMENTS PER CT 03-06, DWG 434-9
SHEET INDEX
SHEET 1 .....• TITLE: SHEET
SHEET 2 . DETAIL AND NOT[S SHEET
SHEET 3 . . PRECISE: GRADING PLAN
SHEET 4 . . . . . . PRECISE GRADING PLAN
"DECLARATION OF RESPONSIBLE CHARGE"
I f/EREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAf!1NGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: FUSCO£ ENGINEERING, INC.
ADDRESS: 6390 GREENf!!CH DRIVE, SUITE 170
CITY, STATE: SAN DIEGO, CALIFORNIA 92122
~'i'ofESSio,,i, TELEPHONE: (858) 554-1500
~~ /2,, .. ¼ ,r5l +· ARA.fs. ,;< «;
l'!c:.,~'t> &@ ~i WW G)fTl BY: * No. RCE 36083 ::
ERIC K. ARMSTRONG, P.E. \., EXP. 6-30-14
R.C.E. NO.: 36083 v>.,,_ c· ·1 ~"" -1?-(' IV\ o'<°
REGISTRATION EXP/RATION DA TE: JUNE JO, 2014 OF Cl\\)'
I
>
1(z1j l t
DATE: DATE INITIAL
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE: CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES,. EROSION CONTROL FACILITIES, ANO
PLANTING OF PERMANENT LANDSCAPING AND PRE:PARA TION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SP[CIFICATIONS, REQUIR[M[NTS, RESOLUTIONS
AND ORDINANCES CITED ON TH£$£ PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE: FOLLOWING
DOCUMENTS, CURRENT AT THE: TIME: OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NOs. 6909
DATED 10-03-12
5. THE: STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
6. SOILS REPORTS AND RE:CDMMENOA TIONS BY GEOTE:K DA TED 7 /25/07, V/NJ[ AND MIDDLETON
[NG/NEERING DATED 5/22/03, NMG GE:OTECHNICAL, INC UPDATE LETTER DATED 9/10/12,
AND NMG GE:OTECHNICAL, INC. GEOTECHNICAL REPORT DATED 11/30/12.
7.
8.
9.
10.
THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE: CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED NIA .
ENVIRONMENTAL APPROVAL DOCUMENTS OCTOBER 19. 2004 .
STORM WATER POLLUTION PREVENTION PLAN PREPARED BY FUSCO£ ENGINEERING. INC.
DATED \ /2.f{t"'f-CITY OF CARLSBAD ff.12-4J7
WDID NO.'\ 31C3',~L'!
11. STORM WATER MANAGEMENT PLAN PREPARED BY EXCEL ENGINEERING DATED AUG 3, 2006
CITY OF CARLSBAD ff.12-18
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCT/ON SITE BMP MANUAL.
DESCRIPTION
LEGEND
DWG.NO. SYMBOL QUANTITY
RIGHT-OF-WAY _______________ ---
PROPERTY LINE ________________ --------
EXIST. PUBLIC SEWER ____________ ---S---
E:XIST. PUBLIC WATER ~ --W----
EXIST. STORM DRAIN ___________ _
EXIST RETAINING WALL ____________ •-::all/C:am/CI-
PROPOSE:D RETAINING WALL_C-3, C-4, C-7, C-8_· ---oc=-e11-==--1,760 SF
[XIST. 6" CURB & GUTTER __________ ~:::::::::::::::::::::::::::::::::::::::
PVT. STORM DRAIN CLE:ANOUT _____ S-6*___ O 18 EA
PVT. AREA DRAIN ____ DETAIL G ON SHEET 2 -0 35 EA
J" PVC STORM DRAIN ------~-60 _____ ---sn-- -J,200 SF
1" WATER SERVICE ______ W-3*, W-3A* ___ ----',I--® J EA
ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED
OTHERWISE.
* CARLSBAD STANDARD DRAWINGS.
'* (SDRSD) AS MODIFIED BY CITY OF CARLSBAD
NOTE:
ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY; THE CONTRACTOR IS RESPONSIBLE FOR
THEIR OWN INDEPENDENT QUANTITY AND MATERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS INDICATED ON
THESE ORA WINGS.
"1~ J3UILT" &J_ "M . d:[rqL(7
RCF¼D83 EXP\, /'!,o/1P, DATE , .
REVIJWE
'/3Y:f 1U fl s/3&~, ) ( II J f/,.,,~
INSPECTOR
. l O'A TE
I SH~ET I CITY OF CARLSBAD I SH~TSI
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
CARLSBAD 16
LOTS 1-16 OF MAP 15521
COP 12-13 TITLE SHE:E:T
AP1ROVE:rz-I 1
,IA .AJ J rt_;jf foe, GLEN K. ';,;½. PESKI ll/ Ju
CITY tNGIME:E:R PE: 41204 EXP. 3/31/15' BATE:
OWN BY: PROJECT NO. DRAWING NO. DATE: INITIAL DATE: INITIAL CHKO BY: -:ie¢
ENGINEER OF WORK REVISION DESCRI PT/ON OTHER APPROVAL CITY APPROVAL RVWD BY: CT03-06 434-98
•· ··-
C ~
~ G)
O.t::i,. ..... (.,)
.t::i,. .t::i,.
I
CD
CJ
AN EASEMENT FOR ROADWAY PURPOSES
AND RIGHT-OF-WAY FOR INSTALLATION
OF PUBLIC UTILITIES AND PIPELINES,
GRANTED TO FRANK AYRES AND SON
PER DOC. RECORDED AUGUST 26, 1960
AS FILE NO. 174500 OF OFFICIAL RECORDS.
s "' 10' [Jc'.
,:.>-
AN EASEMENT FOR PUBLIC UTILITIES, INGRESS
AND EGRESS, GRANTED TO SAN DIEGO GAS AND
ELECTRIC COMPANY PER DOC. RECORDED JUNE 24,
1965 AS FILE NO. 11J018 OF OFFICIAL RECORDS.
60' ROW
12'
40' 10'
20' Cf 20'
7'
EXISTING A/C
5.5'
I
I EX. PCC SIDEWALK
PER SDRSD G-7
ci;:'-
0"-c; '~> PAVEMENT & BASE} ,~ I
' 2% 2% 2%
v,.>----:-::=B0~~'_J:J_-~ t,,\} r=-J'-F===i-====-========-=-·> .'\/ L-------------------~
o.;;,,EXISTING TYPE ,,_ ! :'.1 "< EX. 6" PCC TYPE
"G-2" CURB J._ " "G-2" CURB &
EX. BROW DITCH
LOTM PLAN 2-SR-R
PAD J57.0
. EXISTING 12" JOINT UTILITY
PVC WATER MAIN TRENCH
AND GUTTER _/ j GUTTER
PER DWG. JJ5-5 / 4" A/C OVER 6" CLASS HGL 550 EXISTING 8" EXISTING 18" 2 BASE MIN.
PVC SEWER PER D.I.P. WATER EXISTING 18" D.I.P.
DWG. JJ5-5 RECLAIMED WATER
BLACK RAIL ROAD
TRAFFIC INDEX = 6, 0
DESIGN SPEED = 25 MPH
TYPICAL SECTION
NOT TO SCALE
*EXISTING IMPROVEMENTS PER DRAWING NO. JJ5-5, & 4J4-9
Ff.
EXIST. 6'
SCREEN WALL
.[----::; 9, MAP 14102
__ __ --~XIST. PAD 354.5
PRIVATE YARD
E
EXISTING GRADE 7 .
PER DWG, NO. 4J4-9A
-~ EXISTING
GROUND 1% MIN. I HIGH POINT
5% I -SECTION A-A
NOT TO SCALE
EX. BROW DITCH
LOT~J PLAN 2-CB-R
PAD 374.0
Ff.
EXIST. 6'
SCREEN WALL
-T LOT 4, MAP 14102
EXISTING GRA:: 7---
PER DWG. NO. 434-9A
--L __ -*-E_X~ST. PAD J64,8
-----.._ EXISTING
SECTION B-B GROUND
NOT TO SCALE
THEME/SOUND WALL
PER LANDSCAPE PLANS
R/W
I 1 o· >------•' I
BLACK RAIL RD. ~
--------Jt-=.-=.::.·r---
[_ _J
SECTION C-C
NOT TO SCALE
5'
MIN.
LOT 16
2% PLAN 2-CB
MIN. PAD J72.0 -
SIDE YARD SWALE PER
SECTION D-D
/
tLP
D
~ j
I
tHP
~ j!
~I -! I..__
I
J" CURB OUTLET
-;z' "'~ MIN. I
E
D D
HOME
F
(j)..'. iss --o a -,/
CURB
F
LP 0
;It D
HP!
. I
!j! -! /I
J" CURB OUTLET
SANDBAG LOTS
AS SHOWN
SINGLE ROW (2 HIGH)
TYPICAL YARD DRAINAGE
NOT TO SCALE
10'
Cf
5' 2' J'
12" MIN.
2% -
WATER
METER
~
EX. WATER SERVIC
(TYPICAL)
EX. SEWER LATERAL
(TYPICAL)
56' ROW
Cf
18' 18'
I 11' 7' 2 J' 5' EX. CURB ---1---
& GUTTER
2% 2%
0 0
<o
'lj!----EX. 8" PVC
SEWER MAIN
J" AC OVER 6"
CLASS 2 BASE MIN.
EX, PCC SIDEWALK
PER SORSD G-7
EX. CURB
& GUTTER
EX. JOINT TRENCH
UTILITIES
EX. 8" PVC
WATER MAIN
NEW CREST COURT -TYPICAL E'L Y SECTION VIEW
DISTANCE VARIES
J' MIN.
0.06'
Ml
SECTION 0-0
NOT TO SCALE
TRAFFIC INDEX = 4. 5
DESIGN SPEED = 25 MPH
*EXISTING IMPROVEMENTS PER DRAWING NO. 4J4-9
8" SCREED
NOTES:
NDS 40-6' ROUND
GRATE
NOT TO SCALE
FINISH GRADE
-_ ~w----m-m 1_
-ffl';-'-'-TTT-,-
GRATE ADAPTOR
USE A REDUCER AND A J" LINE
SINCE MAIN DRAIN LINE IS J" IN DIA. I I
11
6"xJ" REDUCER AND J" DRAIN LINE -----
SECTION E-E
NOT TO SCALE
R'W 20' MIN
SECTION F-F
NOT TO SCALE
NOTE: DRIVEWAY APRON PER
IMPROVEMENT PLANS, DWG 4J4-9
~-"••·~ ~i,f~ FUSCOE
I N I I N I I R I N I
6390 Greenwich Drive, Suite 170
San Diego, California 92122
tel 858.554.1500 ° fax 858.597.0335
www.fuscoe.com
I ,, ENGINEER OF WORK
-ER-IC-~--' . .._AR-1M.._s1~T>;C RCE ~,f~ (ff
REGISTRATION ~083, EXP. 06-J0-16
11 1 I
11 TIE INTO MAIN DRAIN LINE
USE 45' ELLS, 90' SWEEP ELLS
OR 45' WYl:S (GLUE FITTING
TO PIPE)
® 6" ATRIUM DRAIN DETAIL
2 NOT TO SCALE
DATE
[SHrrrl CITY OF CARLSBAD I SHE4ETS I
l---+----1-----------------+----ll----1---+----l ~ ENGINEERING DEPARTMENT
l---+----1-----------------+----ll----l---+----l
DATE INITIAL DA TE: INITIAL DA TE: INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DIHER APPROVAL CITY APPROVAL
PRECISE GRADING PLANS FOR:
CARLSBAD 16
LOTS 1-16 OF MAP 15521
CDP 12-1J DETAIL AND NOTES SHEET
APPR,OVED:/I '} 1 I, , ,,-GLEN K, Vl)N/PE:SKI
.,_ n /,/ , . 1 .. ' f;JP 6 /LI I'{__
CITY E:NGIIVETR PE 41204 EXP. J/31115 1 1DA TE
OWN BY: I PROJECT NO. I DRAWING NO. ~~~g ~;;,;5.@.L. c_ __ C_T_0_3_-_0_6 _ _,. 434-9B
061'I 14
20 ' 60
GRAPHIC SCALE IN FEET /
G) 3" PVC STORM DRAIN PIPE
@ SIDEWALK PER DWG 434-9
@ DRIVEWAY PER DWG 434-9
{J) STREET LIGHT PER DWG 434-9
@ EX. CURB &: GUTTER PER DWG. 434-9 TO REMAIN. PROTECT IN PLACE
@ EX. FIRE HYDRANT PER DWG 434-9 TO REMAIN.
PROTECT IN PLACE
@) CONSTRUCT MASONRY RETAINING WALL TYPE 3 (LEVEL
BACKFILL) PER SDRSD C-J, C-7, C-8
@ CONSTRUCT MASONRY RETAINING WALL TYPE 4
(SLOPING BACKFILL) PER SDRSD C-4, C-7, C-8
@ REMOVE EXISTING RETAINING WALL
@ REGRADE/CUT SLOPE @ 2: 1
@ REMOVE EXISTING DRIVEWAY
@) CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-2
@ ABANDON EXISTING WATER SERVICE AT MAIN. REMOVE
CORP STOP AND PLUG SADDLE. INSTALL SADDLE AND
PLUG IF NEEDED.
@ CONSTRUCT 1" WATER SERVICE PER W-J &: W-3A
@ CONSTRUCT 16' DRIVEWAY PER SDRSD G-14B
2. SEE BUILDING PLANS FOR COMPLETE FOUNDATION DETAILS.
3. ALL LOTS ARE PER FINAL MAP 15521.
4. MOVE 3• STORM DRAIN LINES AS NEEDED TO AVOID SEWER
CLEANOUTS AT BACK OF R/W.
5. DAMAGED CURB, GUTTER AND SIDEWALK TO BE REPAIRED
TO THE SATISFACTION OF THE CITY INSPECTOR.
REMEDIAL GRADING
CLEAR & GRUB EXISTING PADS AND REMOVE ANO
RECOMPACT THE TOP 24-INCHES OF TH[
EXISTING PADS PER THE PROJECT'S GEOTECHNICAL
REPORT. UNLESS OTHERWISE NOTED.
LEGEND
SETBACK LINE ----------
13;:::
IMPORTANT NOTICE
Section 4216 of the Government
Code requires that a Dig Alert Identification
Number be issued before a
"Permit to Excavate" will be valid.
For your Dig Alert I.D. Number Call
Underground Service Alert at
8-1-1
FF UPSTREAM BACKFLOW
LOT ELEV. RIM ELEV. REQUIRED
376.17 J7J.48 NO
2 376.67 373.48 NO
3 J76.17 J71.90 NO
4 J7J.67 371,90 YES
5 J70.17 363.97 NO
6 367. 17 363.97 NO
7 361.17 J6J.97 YES
8 358.67 363.97 YES
'II 1£1~
~?-ofESS/QI\( -- -FUSCOE :f? 'i--· 1'RMsJ< ~ --b .... ...s tff'lj ':2, g r3 :z: ffl I N • I N I I I I N • ~ w G) £ * No. RCE 36083 * 6390 Greenwich Drive, Suite 170 EXP. 6-30-16
0'-0 r. Ct v \\ 0-.;;;:,,,_ San Diego, California 92122
< OF c~1.1,0 tel 858.554.1500 ° fox 858.597.0335
www.fuscoe.com
( a;GINEER OF WORK
5(21.I Ii-"' ERIC K. ARMSTRCJ~ , RCE DATE REGISTRATION NO. 36083, EXP. 06-30-16
';r,..s BUILT" ~ I_:/ 1 4--[rq ( t 7
RCE 3i'o08~ EX'I (,, L2 0 Ii B DATE ' ~ :~cull\ 11 -" skH?-,.INSPECTOR
I S~ETI I SH~TSI CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
CARLSBAD 16
LOTS 1-16 OF MAP 15521
PRECISE GRADING PLAN
AP~ROV[°/J., fJ Jl J , GLEN K. Vi ~ESK/ ~ lo .,..,_,,, . ,f /✓: / .f .o, 6/!if.JJ4-
CITY _!;_NG/MEER PE 41204 EXP. ~31/15 OA E
OWN BY: · PROJECT NO. DRAWING NO.
DATE INITIAL
DATE INITIAL DATE INITIAL CHKD BY:~ ENGINEER OF WORK REVISION DESCRIPTION
OTHER APPROVAL CITY APPROVAL RVWD BY: CT03-06 434-98
CONSTRUCTION NOTES
(D AREA DRAIN PER DETAIL G-2
@ STORM DRAIN CLEANOUT SDRSD SC-01 TYPE B,
@ CURB OUTLET PER SDRSD 0-27. CORE DRILL 3.5-INCH
HOLE THROUGH EXIST CURB.
G) 3" PVC STORM DRAIN PIPE
® SIDEWALK PER DWG 434-9
@ DRIVEWAY PER DWG 434-9
(J) STREET LIGHT PER DWG 434-9
@ EX. CURB & GUTTER PER DWG. 434-9 TO REMAIN.
PROTECT IN PLACE
@ EX. FIRE HYDRANT PER DWG 434-9 TO REMAIN.
PROTECT IN PLACE
60
GRAPHIC SCALE IN FEET
@) CONSTRUCT MASONRY RETAINING WALL TYPE 3 (LEVEL
BACKFILL) PER SDRSD C-3, C-7, C-8
@ CONSTRUCT MASONRY RETAINING WALL TYPE 4
(SLOPING BACKFILL} PER SDRSD C-4, C-7, C-8
@ REMOVE EXISTING RETAINING WALL
@) REGRADE/CUT SLOPE @ 2: 1
@ REMOVE EXISTING DRIVEWAY
@) CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-2
@ CONSTRUCT 16' DRIVEWAY PER SDRSD G-148
REMEDIAL GRADING
CLEAR & GRUB EXISTING PADS AND REMOVE ANO
RECOMPACT THE TOP 24-INCHES OF THE
EXISTING PADS PER THE PROJECT'S GEOTECHNICAL
REPORT. UNLESS OTHERWISE NOTED.
LEGEND
SETBACK LINE ----------
SEWER LATERAL BACKFLOW TABLE
FF
LOT ELEV.
9 357,67
10 359.67
11 364,67
12 369.17
13 374.67
14 376,67
15 376.67
16 372.67
UPSTREAM
RIM ELEV.
363.97
363.97
363,97
363.97
371.90
371.90
373.48
373.48
BACKFLOW
REQUIRED
YES
YES
YES
NO
NO
NO
NO
YES
IMPORTANT NOTICE
Section 4216 of the Government
Code requires that a Dig Alert Identification
Number be issued before a
"Permit to Excavate" will be valid,
For your Dig Alert I.D. Number Coll
Underground Service Alert at
8-1-1
NOTES:
1. ALL THEME WALL, SOUND WALL AND FENCES PER LANDSCAPE PLANS
2. SEE BUILDING PLANS FOR COMPLETE FOUNOA TION DETAILS
3 ALL LOTS ARE PER FINAL MAP 15521.
4 MOV,£ 3" STORM DRAIN LINES AS NEEDED TO A VOID
SEWER CLEANOUTS AT BACK OF R/W.
5. DAMAGED CURB, GUTTER AND SIDEWALK TO BE
REPAIRED TO THE SA Ti SF ACTION OF THE CITY
INSPECTOR.
.... ,,
~FUSCOE
I N I I N I I I I N G
6390 Greenwich Drive, Suite 170
San Diego, Colifornia 92122
tel 858.554.1500 ° fax 858.597.0335
www.fuscoe.com
I ANGINEER OF WORK ,r_, u..«
ERIC K. ARMSTRC N-tJ-,. -R-CE _____ _
REGISTRA TJON NO. 36083, EXP. 06 30 16
DATE
.
INSPECTOR V cfoYrr
,-ENGINEERING DEPARTMENT
' ---l-------+-----------1-----1--+---t----1 ' SH4EET I CITY OF CARLS BAD I SHE4ETS I
~P::::R::::E~C;,IS::::E'.-=,G~R7AD~l~N~G~P~LAN~S~Fc==O~R=: ::::::::=::==::==::::'....':===;
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE: INITIAL
OTHER APPROVAL CITY APPROVAL
CARLSBAD 16
LOTS 1-16 OF MAP 15521
PRECISE GRADING PLAN
APPROVED:// I~ / GLEN K. Vtfl f'ESKI
! 1.4.,,.., //.,ML_ -t:o/L t: /11/JL/
CITY i'NG//'JEER PE 41204 EXP. 3/31115 1 OAT£
OWN BY: --o--,c,-,--PROJECT NO. DRAWING NO.
CHKD BY:~ CT 03-06 434-9B , RVWD BY:
\
061111)
C ~ .(::a,,G')
0 .(::a.
-t\(.i,)
.(::a. .(::a.
I
CD
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