HomeMy WebLinkAboutDWG 477-7A; CT 11-02; LA COSTA VISTA; 01-03GRADING NOTES
(IN .ADDITION TO THE REQUIREME:NTS OF CHAPTER 15.16 OF THE
CARLSSAD 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 DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. 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
SUBMl1TED 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 ~LL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE; COMPANY WRITING THE POLICY MUST
HA VE A RA TING OF "A-" OR BETTER 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 REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
/ii. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
TH£ CITY AND OTHER APPROPR/A TE 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 B£EN 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
APPROPR!A TE 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.
/0. THE ORIGINAL DRAWING 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 £NG/NEER OF THE STA TE OF
CALIFORNIA, PRING/PALLY DOING 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 SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMfNDA TIONS OUTLINED IN THf SOILS Rf PORT IS REQUIRED
PR/QR 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 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 C~RLSBAD STANDARD SPECIF/CA T/ONS AND THE
" £AR TH WORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
lNVESTIGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR. ' •
14. A PRECQNSTRUCTIQN MITT/NG SHAii BF HFI P AT THF $/TF PRIOR TO THF
BEGINNING at WORK AND SHALL BF ATTFNDFD BY All RFPRF$FNTATIVFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF THF WORK 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 CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE
?RECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All /NSPfCDQN REOUESTS OTHFR THAN FOR PRECON$7RliCDON MEETING WILL BE
MAQF BY CAI I/NG THF FNGINFFRING 24 HOIIR IN$PFCTION REOIIFST 1/Nf AT
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 PM
ON . THE ,DAY BEFORE THE lNSPECTION 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 FUL~ WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DfSIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIB.LE FOR CONFORMING TO ALL LQCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CQNTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO .THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DE:S/GN 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 THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PR/0.R TO EXCAVATION. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAF£TY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE; CODE, THE PLAN SHALL BE . PREPARED BY A
REqlST£f/[D ENG/NEER AT THE CONTRACTORS EXPF;NSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXOA VA TION.
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 WEIL IN ADVANCE OF THE SCHEDULING OF BLASTlNG OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA VONS WILL CEASE IMMED/A TEL Y, AND THE
PERM!tTEE WILL NOTIFY THE CITY ENGINEER. OPERA TlbNS WILL NOT RESTART
UNTIL THE PERMITTEE 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 QF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7; 00 A.M. AND
SUNSET 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 ENG/NEERING DEPARTMENT COUNTER.)
21. ALhOFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO . THE
Cl ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
.l'i'QE!S.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONlRACTOR
SHAR BE RE5PONS/BL[ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROU S OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON.
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 RF:SUL TING IN THE PONDING OF
WATER IS 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 BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. AL.L SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANIJ/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 BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDCAPING 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 TION 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 AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE Cl TY 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 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
SDG&E (800)660-7343
AT & T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
"CITY OF CARLSBAD(SE~R. WATER & RECLAIMED WATER) (760)438-2722
"SAN DIEGU/TO WATER DISTRICT (760)633-2650
'LEUCADIA, WASTEWATER DISTRICT (760)753-0155
'VALLECITOS WATER DISTRICT (760)744-0460
"OL/VENHAIN WATER DISTRICT (760)753-6466
'BUENA SAN/TA TION DISTRICT (760)726-1340
*AS APPROPRIATE
33. PERMIT COMPLIANCE REQUIREMENTS:
A. Fn" CONTROi I ED 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 $Y SUPERVISING GRADING ENGINEER STATING ALL
GRADING JS 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 D£PARTMENT).
(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 THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY TH£ SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
. RECOMMENDATIONS OUlliNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BU/LT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION OF PROPOSED MULTI FAMILY
RESIDENTIAL DEVELOPMENT, 7500 JEREZ CT
PREPARED BY STRATATECH INC. , DATED
• , OCTOBER 4 ,2o.,JJ._, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIF/CA T/ONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY 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 ORA WINGS ANO SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJfCT DES/.GN.
FIRM: DMS CONSULTANTS CIYIL ENGINEER
ADDRESS: __ 1_23_7_1 _L_EW_I_S_S_T_. _SU_ITE.,..;--. _20_3 _____ _
CITY, STA TE:·-G.,cA"-Rc,-DE=N'-"'GR~O~V=E,-'Cc.cAccLl~FO"'-R-'N~IA ____ _
TELEPHONE:-~(7_1_4)~._74_0_-_8_84_0 ________ _
B~ -----~SU~R~E~ND~E=R-'D~E~W~A~N ____ _
(NAME·OF ENGINEER)
DA TE: __ 1~2~/-'10~/~12~--
R.C,E. N0.;~3~4=5"""'59~------------
REGISTRA T/ON EXP/RAT/ON DA TE: __ 0,..,9'"/"'-30,,.,/'-'2"'0-'-'13,.._ __ _
SOILS ENGINEER'S CERTIFICATE
I, . LARRY FINLEY , A REGISTERED (CIVIL/
GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APP~IED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
FEBRUARY =c:c.' 20 10. AND AUGUST , 20.JL. TWO
COPIES OF /LS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMME BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENG/NEE' "f<,..,_c · /:'i~ ~ -j-: -. / .£V ~<f ~ SIGNED: ~
, ~ NoC 4~:;'i'i • G.E./P.E. N0.:_~4-~0~6 ________ _
~ E<? b. If DATE: :2. -z.'(f-I q ~~~'~;~~ LICENSE EXPIRATION DATE: (i;-30-(~
OWNER'S CERTIFICATE
WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
OWNER: D.S. PRODUCTS, INC., A CALIFORNIA CORPORATION
1?(!#&}
()f//20dd0
DATE
/ I'
SOURl'>1 OF TOPOGRAPHY
DATE
FIELD SURVEY CONDUCTED IN APRIL 2012
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
216-290-09
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1977214.881 E 6255826. 702
------------~------~-----·•--·~----·-·--.. -~-------·---,"7~~----~-"s::~~s;-!-?:1:~;:,i::::;,_:r~_~:.~:,;:4i~??t:;·:7;~?.:, ':','~~:.•)?r:ic ~~·~:.~:--;:,"7'~~=:~.::1 __ -\
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT __ T_ON_Y_SF_R_E_DD_O _____ AT
(951) 801-0888 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE: RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 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
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 WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE $LOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORAnY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO !RR/GA T/ON SHALL BE
INSTALLED AND MAINTAINED AS R£QUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYOROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
2.
a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTJON OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADJNG.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT AR£ GRAD£D 6: 1 OR STEEPER AND THAT ARE:
2.
3.
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED .BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b, GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED· BY THE Cl.TY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
/RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOJL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
2.
3.
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 ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER. ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHQLECA
g. ITEMS c,d,e, AND f 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 WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY 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£ CERT/FICA TION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC ~TT/NG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
TYPE 1 MULCH APPLIED AT THE RA TE 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.
FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 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
CITY OF OCEANSIDE
HIGHWAY 78
.·.
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION Of ALL CUTS ANO FILLS, REMEDIAL
GRADING, DRAINAGE FACILIIIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT
LANDSCAPING AND PREF'ARA IION OF AS-BUILT GRADING PLANS, AS.,-BU!LT GEOLOGIC MAPS AND
REPORTS, ALL AS SHOWN OR REQI.JIREO ON THIS SET OF PLANS AND THE CITY STANDARDS,
SPECIF/CATIONS, REQUIREMENTS, R£SOLUT/ONS AND ORDINANCE$ CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT /HE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
NOT TO
SCALE 1. CARLSBAD MUNICIPAL CODE
PACIFIC
OCEAN
VICINITY
SHEET INDEX
TITLE SHEET
GRADING PLAN
CITY OF VISTA
MAP
SHEET 1
SHEET 2
SHEET 3 CROSS SECTIONS & DETAILS
EARTHWORK QUANTITIES
CUT: 132 CY
FILL: 1360 CY
IMPORT: 1228 CY
EXPORT: CY
REMEDIAL: 1984 CY
LEGAL DESCRIPTION
LOT 365 OF LA COSTA SOUTH UNIT NO. 5, IN THE
COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 6600, FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, MARCH 10, 1970.
REF. DRAWINGS
SEWER PLANS: SHEET 11 OF 17 TM 26945, DWG 169-4
WATER PLAN: SHEET 11 OF 17 TM 26945, DWG 169-4
BENCH MARK
DESCRIPTION: WELL MONUMENT MARKED 9416 IN BULB
CUL-DE-SAC AT EAST ENO OF PIRINEOS WAY
LOCAT/ON:MONUMENT IS IN BULB CUL-DE-SAC AT EAST END OF
PIRINEOS WAY, 0.1 Ml. EAST OF VIEJO.CASllLLA WAY,
73 FT. NORTHWESTERLY OF A STREET LIGHT AND 49 FT.
SOUTHWESTERLY OF CENTER OF MANHOLE LID ON A
DRAINAGE BOX.
RECORDED: _________ ~=~="~
ELEVATION: ELEV: 77J27 (NAVD29) DA TUM: CCS83, 1991.35 EPOCH
ABBREVIATION
TC TOP OF CURB
FL FLOW LINE
TW TOP OF WALL
TR TOP OF RETAINING WALL
TF TOP OF FOOTING
FF FINISHED FLOOR
GFF GARAGE FINISHED FLOOR
FG FiNISHED GRADE
FS FINISHED SURF ACE TYPE
HP HIGH POINT T0-10
CF CURB FACE TC-32
TG TOP OF GRATE
INV PIPE INVERT TC-32
2. CITY OF CARLSBAD [NG/NEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 6902 & 6903 DATED AUGUST 1, 2012 ..
5. THE STANDARD SPfCIFICA TIONS FOR PUBLIC WORKS CONSTRUCTION (,GREEN
BOOK).
6. SOILS REPORT ANO RECOMMENOATIONS BY __ S~T~R~AT~A"'TE=C~H--'I'-'-NC=----
----DA TE:D OCTOBER 4. 2011
•' 4 7, THE SAN DIEGO REGIONAL STANDARD DRMl1NGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS. •
8. CALIFORNIA COAS,TAL. COMMISSION. DEVELOPMENT PERMIT CONDITIONS
DATED NtA
9. ENVIRONMENTAL. APPROVAL DOCUMENTS PA TE:D (EXEMPTION)
10. STORM WA TE:R POLL.UT/ON PREVENTION PLAN PREPARED
BY OMS CONSULTANTS INC. OAltD 03/28/13
W0/0 NO. NIA '
11. STORM WATER MANAGEMENT PLAN PREPARED BY DMS CONSULTANTS INC. DATED 05/13/13
12. CALIFORNIA STORM WA TE:R QUALITY ASSOC/AITON BMP CONSTRUCTION HANDBOOK ANO
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
SYMBOL
I
~
-(40)---
--40--
_ (40,0Q).B
X 40.00
40.00
43.00FF
42.50PAD
J k
--6"SD--
-·-6'PP-·-
-·-4"PP-·-
•
nm
=:::::j[ill===
---0@
--o@
w,,w;i
F
DESCRIPTION
POROUS PAVEMENT
FLOW THROUGH PLANTER
BIORETENTION + VAULT
LEGEND
DESC.RIPTlON
PROPOSED Fl Re HYDRANT ASSEMBLY
EXIST. FIRE HYDRANT
EXIST. CONTOUR
PROPOSED CONTOUR
EXIST. ELEVATION
EXIST. $POT E[.EVATION
PROPOSED FS
FINISHED FLOOR ELEVATION
FINISHED PAD ELEVATION
DAYLIGHT LINE
PROPOSED DRIVEWAY
PROPOSED SIDEWALK
6" TYP B-1 CURB
6" SDR 35 DRAIN PIPE
6" PERFORATED PIPE
4" PERFORATED PIPE
REAR YARD DRAIN INLET (NOS 1211)
CATCH BASIN TYPE I
CONC. CROSS GUTTER
4" THICK CONC. PATIO
POROUS PAVER
REFUSE BIN ENCLOSURE (MODIFIED)
STD. DWG. NO.
CMWD DWG NO. W-12
N/A
N/A
N/A
N/A
N/A
SORSD G-14A
SDRSD G-7. G-9, G-10
SDRSO G-6
SEE DETAIL SHEET 3
SDRSD D-29
SDRSD G-13
SEE DETAIL SHEET 3
CITY STD. GS-16
I
QUANTITY
1 EA.
110 SF.
970 SF.
255 LF.
595 LF.
448 LF.
50 LP·.
1 EA.
,.2 EA. •::~,
477 SF.
1,510 SF,
4,081 SF.
1 EA.
2'-3' RE;T. WALL W/6' HIGH WROUGHT IRON
2'-3' RET. WALL W/6' HIGH BLOCKWALL SDRSD C-4
113 LF.
1494 SF.
6' HIGH BLOCK WALL
FLOW-THROUGH PLANTER
BIORETENTION & VAULT
STORM DRAIN CLEAN OUT-TYPE A 4
1" WATER IRRIGATION W/ 5/8" METER.
1" WATER SERVICE W/1" METER & DCV
SEE DETAIL SHEET 3
SEE DETAIL SHEET 3
SDRSO 0~9
CITY SID. W-3
CITY STD. W-3A
65 LF.
4 EA.
1 EA,
5 EA.
1 EA.
7 EA.
TRENCH RESURFACING
CUT-OFF WALL
CITY SID. GS-25, 26 & 27
SDRSD G-22
375 SF.
470 LF.
REQUIRED TREATMENT CONTROL BMP TABLE
OWNERSHIP MAINTtNANCE
AGREEMENT·
D.S. PRODUCTS, INC. CC&R
D.S, PRODUCTS, INC. CC&R
D.S. PRODUCTS, INC, CC&R
SHEET NO.
2, 3
2. 3
2, 3
MAINTENANCE
FREQUENCY
PERIODIC CLEANING & VACUUM
CLEANING ONCE. A YEAR
1 TO .'\. TIMES A YEAR DETERMINED
BY ACCUMULATION OF SEDIMENT
BIANNUAL & ,AFTER HEAVY RAIN
E'IENTS
WM WATER METER PERCEIVED THREAT TO SlfQ: HIGH
GB GRADE BREAK
"AS BUILT"
REQUIREMENTS L ---=,:-,:~,,...,,.,=-----"----...... ...; NO. OF F.H.(S)...l,.. F.FLpW 'l,ooo G.P.M. OUT OF ...LF.H.(S). . ) ~-;_,,--"2 / '1. I ) '
CITY OF CARLSBAD FIRE DEPARTMENT
'
2.
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
!l :ili.~ oWNER/DEVELoPER: BLoo. ~PRINKLE~~o ... F.FLOw'l,00oG.P.M. RcEl1tts, EXP -,110 I '7--o-AT-E~-
ll .,~,o D.S. PRODUCTS, INC. 0.: ,,1,-. -i _-i, ."'J--.1,1 t-c-c--...,..,...-----------1 ~ A CALIFORNIA CORPORATION -~ ~ t,,~ t,P/"'! · · '""' FIRE'MARSH~LI I DATE REV;;,·.~· D BY: \ ~ ,._ e~~9~i6c6J1s • 19196 SIERRA ISABELLE 1 . ./ "dt(/1,)~-· \ 2../z..ctifb a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
"{, ClV\\. ~~ IRVINE, CA 92603 INSPECTOR I DAtr
.lj, OF C~\.I~~ 2.IZ/1~ 6p It\ A6 BUILT LOCATION OF NALL
E. HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE; PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEED/NG IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
LEUCADIA WA STEW A TEA DISTRICT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY : LWD DISTRICT ENGINEER
ENGINEER D1'1S
SURENcER 'd. DEWAN RCE 34559 E . 9/30/15 I
H
I
SHE.ET CITY oF cA· RLSBAD I SHE3ETs. I f-'2='-:/2::.i,)="-+-1"";,.,--l-',12;;,a•\._.,Dc.:cE'=Ll';'-':-T!:'=V.,:-A:=.:LL,=-EY.,_6::;;U','-1-'-"TE=-f':.-:7'7:-:-'-----+---+--+---I---I 1.· · ·
Z/z//., Ln I•\ C◊W Mil~ AC 3< AC, OVE'J<J.,A'l' ENGINEERING DEPARTMENT
f-----+--+-------------~----+---+----¼---+---1 ~G;;::R=AP;:::l;:::N~G.::P;:::L:::AN:;:;::S=F;:::O;:;R;::: :::;::::=:::::==::::::==:::'....:==~
DATE INITIAL I DATE INITIAL DA TE · INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LA COSTA VISTA
(7500 JEREZ COURT, CARLSBAD, CA 92008)
TITLE SHEET PUD 11-0!i
APPROVEr// f,f j.1 .l..J... /". _ GLEN K. V N /'ESKI •.
" •• 1,fe,.. - ' ,'MIi ~ 1 ! / '"
CITY ENGIWEER PE 41204 EXPIRES 3/31/15 ' [1ATE
DWN BY:
CHKD BY:
H.N.
DE~
RVWD BY:
PROJECT NO.
CT 11 02
DRAWING NO.
477 7A cs
I
' I .
0325 '11:
I
\ t,"J
~49.10TW I -~~· 43.10TR
'c (39,90)FG
39.40TF
4' p
I I I
I \ I I
I I lz
II II l, II~
EXIST. 8" WATER MAIN PER \ "' I -.J
SHEET 13 OF 17 TM 2694-5, II (·,.~II~
DWG N0.169-4 I \"/6_!<, I.,
I I "'I~ ~\\,,.,\--I \
I!> 1/ I \p\ 11 I I
I I I I I I
EXISTING 9' \\1DE \ I II TRAPEZOIDAL DITC \ \
I I I
EXISTING 6' HIGH CHAIHLINK I \
FENCE (REMOVE) I I \
I II I I
II <t.:: I
A I I; 2\9,<; 1
I I ·,sl'I
'
G+--i 49.10TW
43.10TR
( 40. 13)FG
39.40TF
UNIT 2
43.50 FF
42.83 PAD
40.72
ALL SURVEY MONUMENTS PER FM 11-02 ro BE SET AFTER COMPLETION OF
GRADING AND IMPROVEMENTS
/
I SEE SHEET 3 FOR SECTIONS AND. DETAILS I
I FIRE SPRINKLERS WILL BE REQUIRED I
-----------
I
TREATMENT CONTROL BMP TABLE
DESCRIPTION QUANTITY
BIORETENTION VAULT 1 EA.
FLOW THROUGH PLANTER 955 SF
POROUS PAVERS 4,150 SF
-
,. A? BtJILT"
GRAPHIC SCALE
10
16.
£Cf!!:WJG '/::Ir•
ENGINEER •••• oms
CONSUL·•·ANTS. INC. ( IN FEET ) C I V L ENGINEERS
1 inch = 10 It. m71 Lnol, SI, j ~ Gordo~ Grove CA. 921HO P 714-7«l-BB40 F. 714-740-5~42
' /IY ) V ----l
SURENOEH M, OEWAJII. ' ' EXP. 91JO 1:,
Z/2./IG '?/7. IL\
2/2/1(, 6P. /2\
-ilz.//(, ,;,_p_ la\
DATE INITIAL
ENGINEER OF WORK
·----~----· Nf.lrr;: PIIOVIQI; /.lM1.. ON!: 5PECJAJ.
INSPEaIOM 1'£8 ClJ<; TAB/.E 11"1,5,J OF
TM• MASOt/RY .mt PR.10/I ra GR(NTIN(;
TQ Vl!R,/fY <iRNJf,. >IZI! N/FJ PROPl;R
PI.AC/:MENT OF R.EIMfCRCliMENT ANO TO
EMS/./RE 11/E G/101/tSPACE JS ·me f'l!QPER
$.Ill' wrrHOvr QMf"R(ICTlCI('{ OfHlfll THAN
NOR/>IAJ. MORTAR Flt-/$,
A6 17UILT U1CATl&N Of WALL
17ELETEl7 ALLEY 6UTTEK
COLP 1'11 LL. AC. & AC OVEl':.IA '(.
REVISION DESCRIPTION
,,,,
DATE INITIAL
OTHER APPROVAL
NOTE: PRO~OE PROPER SHORING __,..l]r, TO PREVENT DAMAGE TO EXISTING
vl7· o//,!lc-1 --=:-:: J'(l',r~
flUW 7iii(W(ilt PiANTfJI.
DATE INITIAL
CITY APPROVAL
FLOW THROUGH PLANTER WALL DETAIL
NTS
FLOW THROUGH PLANTER NOTES:
l. Wflf,/1lilf lll.00($/l'li,I. ~ lU#lll !1~ Qitil/ /iW.
Ill~ .l/'Ul Mal al .lW/11' i!WCK ~y H ~.
l. =I/ l'-1R FVJ/1/Ki lll«.l r;,;x;rCfl.ll rr; Aflll t' /SQ ITP!i 1w. re • 2$!IO Rlf
1, ~.rw liil'tl.l, /Iii W(/tll'lfPN{IJ (9"ffi/W 10
Min;, 6.15~'-',l'RCM!Jf-1<111<1< //WI/ill/I. W',
f. ml'( i;tlA!L 111! a,f!Ulll) Ill 111£ r;J;KJtfl.ffi liWl:11' au IN
l'iHlrH lT 1$ Loc;!1W • 1.1'11.m I/Q1f!D '1~
S, ~mlll.(X;li/iWUl /Al$ lliA lll.llitllltrl ~ fA(lf.Rtl Wll1I WJCTJCAL r;ey{/'/lllffn' Of 11/fi '1il.lli l,wo,
6. AU. /11,iXX CZ:IJS SI~ /Iii $0/.10 (;'J!()VlW.
... i.P'"'11' rtf'l!SIKJ!WV{-rlQIN#l~',\1UIC m'
1,w,;pte« ro 1/l tMtw ro+ilitn.rsfWtl'. ~
.!WO,
a. fi/?iWTIQF. ,~If "1,l;Q\'ll) tlliJ 11,o/irW!fHT l"QI
PMTfl Wffl (GIIWI' Jt\r ar;HWii / PM1$ W ~ G?l4:l'a IF
~TltM <XWtKllQ'ISMf 11!~ /WO~ ~IIQEI
Ctl.U.lllf t;-~-70.AUQ/\' G>.W <ill®T 11.9W), WATEII il/WJ.111! /ll/{)fJ) IQ PIIOO'Jl:.E ~ \if!W( tWW wnw,:n·
/Jt(i/1.f(//1.nc/l Wflfl ~Ill(/$ /i!/1, 111,7M 41(1. ,. = 51111 ll4r 1/fi wrr-wr t·llr Jt(/Q ti'# rwrm 1t1-UJ.£
11111 ~ ISMTII: §1.QQ;m,/1'1.r Ill/~ Iii
/lllltlilll.lGfWlllt l~I /"l1'fifQOI1NJ.
Ill fW!NJ lf/JfT lll!i'Qtd!W r;/;f Qt fl(1f) Wil!SIWW@ "'1TUJW, ,5(.JtL Q,t <;vi ,;QIIMC1PQ nu. Wm/ A HPtJH,/H
Cl'l'i"ACTUI W mi,
~~fk¼~~.:ltv~~Cff,1-:~
~.litil'talr:IW, ta /Iii W!G r/1£ ~ \lii!lJQ!L IS fl/
A/la.NIO 1hlt «l?i:X llll!L J5 /1itNJr T!1 liFIWT.
J.L ~ ,!;l{TIIQ/..Xlll(t ~ 4!/'ti,CC/l N q,'i:' U VIE
ll;l!L IS TC Iii/ S7t.CW CUlffl>.
ENCHROACHMENT AGREEMENT PR 13-35 O~.FILE
WITH CITY FOR ALL PRIVATE STRUCTURES PROPOSED
WITHIN THE CMWD EASEMENi PER DOCUMENT NO.
72-41804, RECORDED ON FEBRUARY 22, 1972 AND
JEREZ CT STREi:T R.0. W.
EXTERIOR LIGHTING FIXTURES WILL
BE MOUNTED ON GARAGES
NOTE :
SEE SHEET 3 FOR PROJECT DATA AND PRIVATE
DRIVEWAY PROFILE
I S~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
LA COSTA VISTA
(7500 JEREZ COURT, CARLSBAD, CA 92008)
PRECISE GRADING PUD 11-05
Af PROVEo/1. l,t • I • ~~ GLEN K. V}N
3 '
1ESKI
'" CIT'f ENGIN R PE 41204 EXPIRES 3/31/15 'DA1
OWN BY: H.N. PROJECT NO, DRAWING NO.
CHKD SY: I& (,<._
RVWb BY: CT 11-.02 477-7A
PROJECT DATA:
1. TOTAL AMOUNT OF SITE TO BE GRADED
2. PERCENT OF TOTAL SITE TO BE GRADED
3. AMOUNT Of SITE WITH. 25% SLOPES OR GREATER
4. PERCENT OF TOTAL SITE WITH 25% SLOPES OF GREATER
5. AMOUNT Of SITE WITHIN HILLSLOPE REVIEW
6. PERCENT OF TOTAL SITE WITHIN HILLSLOPE REVIEW
7. AMOUNT Of CUT
8. AMOUNT OF FILL
9. AMOUNT OF IMPORT MATERIAL
10. MAXIMUM HEIGHT OF FILL SLOPE
11. MAXIMUM HEIGHT OF CUT SLOPE
12, REJAINING WALLS: TOTAL LENGTH
MAXIMUM HEIGHT
13, EXISTING/PROPOSED LAND USE
14, ESTIMATED NO, OF PROJl:CT ADT
15, DENSITY : MAXIMUM ALLOWED
PROPOSED
17,675 SF (0.40 ACRES)
100%
NONE
N/A
NONE
N/A
120 CY
190 CY
50 CY
N/A
N/A
300 LF 1.50 FT.
TOWNHOME CONDOMINIUMS
7 x 8 a= 56 ADT
19 UNITS/ACRE
17,2 UNlts/ACRE
45
I-u
43 N
u:i 0:: LL.J '"?
41
39
i
/
EXISJING SURFACE
16. ZONING
17, GENERAL PLAN
RESIDENTIAL DENSITY-MULTIPl,.E (RD-M)
RESIDENTIAi. HIGH DENSITY (RH)
1.36% .._~ --.
18. TOTAL SITE AREA
19, SETBACKS: FRONT
SIDE
REAR
20. TOTAL BUILDING COVERAGE
21. PERCENT OF sm: TO BE LANDSCAPED
22. NO. OF PARKING SPACES PROVIDED
17,()75 SF (0.40 ACRES)
10 FT. 37
5 FT. 5 FT.
6658 SF
28% 35
16
250 GPO/UNIT x 7 =o 1750 GPO 23. AVERAGE DEMAND (POTABLE WATER)
24, AVERAGE SEWER GENERATION
25. FIRE FLOW DEMAND
7 EDU .x 220 GPD/EDU = 1540 GPO
2000 gpm FOR 2 HOURS
0+00
rf'V,NrER .. II" BOX WAll.
r £Mf;ROENC'I' Ol,IEFiflOW
/
. " ---._ CQ(1CF:11;.:T°~ OM: OT~~ ,.._........,~_,;.-_...;.._,....l;.... _ _.;..',:,=:::z::!::.::.......1 i)"f'!~TI/~. P~TtR
ENE~CT D!S"31PAT10N 'll/li.L YtlTH W~TERfR.OQFJfllf.;
POWNSfQl)T/INl.E.T...,
CLl:'.AHQUT 'Wl:TH
l'IATERTiiKf OIF· ~OVE PQNrnNG DEPTHI·--+I-
,NIRO'/
Dl5':;IPAT10N
ONE-WAY CONNECTIONS ·
NOTES :
PLAN
~:r.s,
PERFORATED PIPE
(UNDERDRAIN)
MIN. SLOPE:0.5%
TT
LO.:KED, RtMQW,SLE
CLM~~t,i~o;;~I Cl'V,TT:,
SLQfJED !N3TALlATlq~
PL,U,ff[R ,,O~TLfT
(SEE Fl.OW-THROlJQ-i f-':l>NTER aunn OITJi\lL)
ORIFICE DRIL.i.ED INTO VAULT 'I/ALL
FORM A 1.5" GROOVE IN CONCRETE
AND PROVIDE A CONTINUOUS
WATERTIGHT CONNECTION, l/SING AN
APPROVED Slc,\LANT.
1. FLOW-THROUGH PLANTER SIIALL BE SIZE TO MEET CCC'/11' DESIGN CRITERIA FOR IBEATMENT AND/OR FLOW
CONIBOL
2. MINIMUM SURFACE AREA OF Pl.ANTsR IS 4% OF TRIBUTARY IMPERVIOUS AREA FOR IBEATMENT ONLY OE$IGN.
FOR FLOW CQNIBOL AND IBEATMENT, REFER TO CCC'/11' SIZING TOO\. CRITERIA.
3. SHAPE OF PLANTER CAN VARIES TQ MEET PROJECT REQUIREMENT AND LOCATION,
4. CLASS 2 PERMEABLE MA TERI AL
5, DO\VSPOUTS/INLET PIPES REQUIRE ENERGY DISSIPATION.
6. USo COUNTY APPROVED ADDITIVE MiXTURE FOR WATERPROOFING CONCRETE.
7. PLANTINGS : SEE CCC'/11' RECOMMENDED PLANT LIST & GUIDELINES
8, Pl.ANTER DESIGN MAY REQUIRE SlRUCT\JRAL ENGINEERING DESIGN.
9. AREA=WxL (ABOVE) EXCLUDES AREA OF VAULT.
FLOW. THROUGH PLANTER OET AIL
. NTS
IE 5'
FLOW THROUGH PLANTER
rm fl',Jfll\T ru
VNDoROMIII --..I
~LT l'LANG~ / /'
TO \'/\ULT'~ /
..... ,....------· ,,
Ft.PW.
~~~~~off1)
CLllS!cD ~ES!i •Gi'ATE _J
(<'EN, NOTES 2 11,A~ 5) /
VAULT -P'-1,t{T!Jl Bl.lK ___/
(.:f.lNNEChON PLAN
N,i,S,
NOTES:
,_ HQl-,DIP •:lAL.~~Nl~E EfmRE IBMIE
AS~EM9L:( ~R F/\~ijI,;ATIO~ AND
~FI,;R HO,~ M'lla -~laEN. ~RILIJ;;D,
~. f9R '1/~Tl"RTIQHr CON~E:()Tlml, INSf~Ll <". r,:, /' T/110~ )( z• l'/IQE: QQ/ITIMUOUS JO OIJRO>IETER NEOPRENE GASK,tr. ALL
Af!OlJN\l VAU~T FRA~E. . ..
ORIFII:~ ORll,ilO nnci. \'~ULT WALL
GENERAL OUTLET DETA.IL NOTES:
t. !l'-'TF.'4. PIPg .SHALL ~E SIZED TO OONVE:Y DE~IGi< !/IORIA
PER cocw~ D!;S IGN CRJTfRV.. .
2, CRATE ~tW.l ~E !,IDUNTED .Ul;ING ST~llll.ES5 STE£L HARDWARE 1\)10 PAQ\/IDED l'IITH Hll!GED ANO LOGM!lLE
0~. flOLT/<BLE .',CCESS P~NELS,
3. (lR,l,l~ ~H.>J.,L e.E ST>l~ILE;s;; STEEL, AL.UMI NUl,1 Oft STEEL, STEa GRATES SHALL BE; HOT DIP Q,ILV~NIZED
Al,O ~M 8E HOT POV/0ER ~/>JMTtO .'FlER ~V.'NIZIM~.
i, (lf!~TE SIW.L BE otSIQNED su,:H THAT THE OWJONN.. Oli.lENSIOIJ .Of' EACH QPEj\lNO IS Sl/1,1/.J.ER IBMl THE
DIAME:T.ER OF JHE OUTL.IT PIPE
5. .STRUCnJllAL DESIGN or QPJ,111 SH,IJ..L BE llASE:D ON F1JlL HTDROSTATIC HE:~D \~TH ZERO HE,IQ 0()'tl'N$TREA.\I
OF G~.AfE,
FLOW THROUGH PLANTER OUTL@T DETAIL
NTS
IE
7.50' 7.50'
FLOW THROUGH PLANTER
FL GB R/W
I
I
I
I
I
I
I
I
I
I
I
5'-VC.
1=38.63
GB
I
I
I
I
I
I
I
I
I
I
I
I
I
CUT-OFF WALl/
EDGE RESTRAINT
(SPRSD G-22
W/MODIFIEO DEPTH)
AGGREGATES IN OPENINGS
PERFORATED PIPE
POROUS PAVERS DETAIL
NTS
EXIST. RET. WALL
\\11H 6' HIGH BLOCK
WALL (PR0]1:'CT IN PLACE)
EXIST. FG~ ....----
IE
5'
J FLOW THROUGH PLANTER
\PROPOSED SURFACE
1+00
PRIVATE DRIVEWAY C/L PROFILE
SCALE: HORZ: 1 "=1 a'
VERT: 1"= 2'
TO BE FORMED
UNDER ONE POUR
EDGE RESTRAINT
PROPOSED 2' HIGH
RETAINING WALL
111TH 6' HIGH 'Ii.I.
FENCE
EXI$T. I)' HIG L-~
CHAINLINK FENCE
(REMOVE)
EXISl9' /
WIDE -CHANNEL~
EXIST. FG
PROPO$ED EARTH
GB
VARIES
PROPOSED
PRIVATE PATIO-'-
FENCE
SECTION A-A
NTS
VARIES
BUILDING
2" MIN.
',
4'
SIDEWALK
41.0 FS
.' :',"
6"SD OUTLET
,. ' .
FILTER FABRIC
18' MIN. SAND/COMPOST
. ff;
• C, ~
·,S:
MIX WITH.5"/HR MIN. ~-
INFIL.TRATJON RA'flc TO BE
VERIFIED BY .
GEOTJ':CHNICAL ENGINEJR
PROPOSED Sx7'x50'
C()NC. BOX
2+00
VARIES
7' 2'
PROPOSED
HYDROMODIFICATION
FACILITY
6'x50' BIORETENTION · '(;, 6' ~-~
7'
SECTION D-D , PROPOSED
PERFORATED PIPE
UNPERDRAIN S,a0,50%
BIORETENTION + VAULT
18" MIN. SAND/COMPOST MIX
WITH 5." ;1-i~ MIN. INFILTRATION
NTS
R/W
IE
"' (/) 45 "1 LL
,..: 0 +~ ""'
43
41
39
37
35
>-+-11-----PROPOSED 6' HIGH
BLOCKWALL
EXIST. 5' HIGH WOOD
II---FENCE (REMOVE)
EXIST. FG
"'fl\ -
:\\~ 'l\r
4• PERFORATED PIPE 1%
MIN. ENCASED IN 12• THJCK
GRAVEL
RET. WALL _-11,::w l'1-~ BUILDING RATE TO eE V,:RIFIED BY ~-'---'"-
18" SANDY LOAM
MIN. INFILTRAllON~--+
RATE 5"/HR
PROPOSED PERFORATED
PIPE UNDERDRAJN $=0.50%
12" OPEN~GRADED GRAVEL,
APPROX. 1 /2" DIA.
SECTION E-E
NTS
QRIHCE PLAU:: l,IIN S~UARE
DIMENSIO~S 1,0 Fi ~Rl:l\T.R lrWI PIPE: DIA. HOT-QIP
G/11..YANIZ~D PLIITE Al'TE~
HOLES !iAV,: BEEN ORILJ.£0 \ .
•
:rfi~
"' I
I \
-~ EXIST. 8" ACP
WATER MAIN
WITH 6' HIGH
BLOCKWALL
EXIST. 5' HIG» ,.,__--I
WOOD FENCE
(REMOVE)
EXIST, FG\_ --~ 6" DIA. PVC IIS=0.50%
. OVERFLOW PIPE
NOTE:
SEE SHEET 2 FOR FLOW THROUGH
PLANTER WALL DETAIL FOR WALL
THICKNESS AND STEEL
REINFORCING
SECTION B-B
NiS
IN 6" (TIP)
~• {1YP)
NDS 1211 GRATE
1201x12"
GRATE ADAPTOR-
FINISH GRADie
4" DRAIN LINE
GEOTECHNICAL ENGINEER
4" PERrnRATEO PIPE 1% MIN, _,,,/:
ENCASED IN 12" THLCK GRAVEL t,.,[.· ' ' 4-.-
"i'. /4
-1,i, i$p ~"."=:.'~= 0,40%-,
r:z:, ::·:;:::. ::;:r,::::.•;;· =:::;:;::::;:~\ l;3z:;:~djO'"ULE::T'-4P:.!.:IP;zE"1
PROPOSED J'x7'x50' L
CONC. BOX
SECTION H-H
NTS
fl./W
ORIFICE PLATE
(SEE DETAIL BELOW)
8"
DRIVEWAY PER CITY
STD .. GS-12
CUT-OFF WALL/EDGE RESTRAINT
(S[)RSQ G-22 W/MODIFIED DEPTH)
' <()
-.~lri
PROP0$ED 6"
PIPE (OVERFLOW)
CONNECTS TO
CATCH BASIN
FULL OEPW AC
EXIST. RET. WALL
'MTH 6' HIGH BLOCK PROPOSED PROTECTIVE _ _._.
4'
WALKWAY 1--1--BIJILDING ''AS BUILT'' ,✓~
1 ''y .+---11m,ow Fl~, REAR YARD DRAIN INLET DETAIL
N,T,S.
POROUS PAVER SEE
DETAIL THIS SHEET
6" PP WRAPPED IN
FILTER FABRIC
PROPOSEO EARTH
RET. WALl ~---i"W
'MTH 6' HIGH
BLOCKWALL
EXIST. 5' HIG,o_~.....i
,,wqoD FENCE
'(REMOVE) . z rll-l+-1
:i .-:.
E.XIST. FG 1-~ ~
.,-
SECTION C-C/G.-G
NTS
PROPOSED
PER FORA TED PIPE.
UNDERDRAIN S=0,507,
WALL (PROTECT IN PLACE)
EXIST. FG~ ~
-......-z ..,--t--hV :;_ . > ::i~..1-..............
18" SANDY LOAM d
MIN. INFILTRATION ~--1
.RATE 5" /HR
PROPOSED
PERFORATED PIPE
UNQERDRAIN S=0.50%
FENCE ,g'
" ;;:,-
'
;:_ 12" OPEN-GRADED GRAVEL, ~ , APPROX. 1 /2" DIA.
-~ EXIST. 8" ACP WATER MAIN
SECTION F-F
NTS
/,Prd!Waiw
IN'ai"ElTOK
NOTE:
$EE SHEET 2 FOR FLOW THROUGH
PLANTER WALL DETAIL FOR WALL
THICKNESS ANO $TEEL
REINFORCING
0
I 1, ;-J,-....._ =lo-I===-;,_, '"7-Qf-lFIG< .□IA~E'TER (DIA)
SIZl;D P£R OESICN CRITrnl~
, I -''DIA HOLE (TYP)
FLOWCONTRO L ORIFICE PLATE
ORIFICE P LATE DETAIL
NTS
ENGINEl;:R D1'1S
CON ,UT.TANTS. INC.
C I V jt~~• Gf crne•:P.,t ~-ea~ f.~4"'7!~ 12l71 L~w" ~t. · ' '·' .1M ) V ' ~-. \ ))),\,, I
SURENDER M, QE R<:E 34559 E):(li, 9 Oll~
I . . ------
DATE INITIAL
i(NGINEER OF WORK REVISION DESCRIPTION
IMPERMEABLE LINER
'f
.
DATE INITIAL DATE
.
SECTION 1-1
NTS
J s;EET J CITY OF CARLSBAD I SH~ETS I
ENGINEtRll'IJG DEPARTMENT
GRADING PLANS FOR:
LA COSTA VISTA
(7500 J~REZ COURT, CARLSBAD, CA 92008)
. DETAILS PUD 11-05
APf.ROVEr~ H .~/ M GLEN K. ~,~::SKI
CITY ENGl~R PE 41204 EXPIRES 3/31/15 ATE .
DWN BY: H.N. PROJECT NO. INITIAL DRAWING NO.
CHKD SY: S)~/C
OTHER APPROI/AL CITY APPROVAL RVWD BY: (;\~ CT 11-02 477-7A
.
C =s· WG')
0
'Tl :e. W°"' I .....
)>