HomeMy WebLinkAboutDWG 485-1A; SDP 14-06; HOEHN MOTORS AUDI DEALERSHIP; 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 DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER AOOITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
• ~f~rtJNTH;gE ;~~tsp:ticiaN~1~Nft;~~Efi& ,t 0/~~~~~l!J'LE CHARGE SHALL
.3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGJNEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. 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 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
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.
6. NO WORK SHALL BE COMMENCE/J 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 ANO 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 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 CONSTRUCT/ON.
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 STATE OF
CALIFORNIA, PR/NC/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 VER/FICA TION REGARDING
ADHERENCE TO RECOMMENOA T/ONS OUTLINED IN THE SD/LS 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 PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO THE
" EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCONSTRUCT/ON MEETING SHALL BF HELD AT THF SITE PRIOR TO THE
BEGINNING Of WORK AND $HAI I Bf A TTFNDW BY All RfPRfSEN TA Tl VFS
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER
ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
'--=''MI.f...T/Nc; ___ "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 REOUFSTS OTH[R THAN FOR PRFCONSTRl/1:TION MEETING Wit L RF
MADE BY CAIi iNG WE FN/)INE[RING 24 HQIIR INSPECTION REQIIFST /INF A I
(760) 438-3891. INSPECTION RECJL'EST 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 ANO/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 ANO 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 ANO/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 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 PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTR/JCT/ON SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVA T/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVAT!0N.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK. AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY ANO THE
PERM/TT£[ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION 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. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO 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 BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACWR
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 IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE 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. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDEO
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 LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 485-IL . AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE
THE WORK OF THESE GRADING PLANS' WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS ANO 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 ANO REPLACED WITH PROPERLY COMPACTED SOILS.. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND ANO UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC/ENTL Y
AHEAD OF GRADING TO PERMIT TH£ 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 UTILIIY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORD/NA TE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SOG&E (800)660-7343
AT&T (760)729-9215
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
*SAN 0/EGU/TO 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
*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.BJ
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 TING 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
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
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 BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT TITLED HOEHN BUICK-CADILLAC, PROJECT NUMBER 16795-13,
PREPARED BY NORCAL ENGINEERING, DATED MAY 22, 2013, SHALL BE CONSIDERED
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENOA T/ONS AND SPECIF/CA T/ONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FDR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: JONES CAHL AND ASSOC/A TES
ADDRESS: 18090 BEACH BLVD. SUITE 12
CITY, STA TE: HUNTINGTON BEACH CA 92648
TELEPHONE: (714) 848-0566
BY: DANIEL RUBIO
(NAME OF ENGINEER)
DA TE: 3/28/2014
R.C.E. N0.:.~6=09=3~4~----------~--
REG/STRA T/ON EXP/RATION DA TE: _.c,12a.Ll_,,.3.,_,1/'-'2"'0C'C14,c_ ___ _
SOILS ENGINEER'S CERTIFICATE
/, KEITH 0. TUCKER , A REGISTERED (CIVIL/
GEO TECHNICAL} ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED 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
[ERRURARY 5 , 2014 AND [[BRIIRARY 6 , 2014. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. ""~' MY
RECOMMENOA TIONS, HAS BEEN SUBMITTED TO THE OFFICE ~.IQ
ENGINEER,.. I/ 1, ,' 1 ()_ 7, , ~ ,// J! "..,"o.Tuclr.i:~
/~l(OfE;;sto,v, SIGNED: f'-:::~ " . ~ 1>,' JS'-§"' o. rue:~, G.E./P.E. NO.: R.G.E. 841 110.641 __ _
fg -'2 1'\M DA TE· \\ ~\ E•P· ;t, t, ~ NO. 841 t;J . ffij~ >" "'j; '
Exp.12/31 /16 LICENSE EXP/RATION DATE: 12'\-ft, C~~~'W ,,. ~ ,,. '
u~ ,?'
J',,_ 01tcr1'""'' ~"'
"I l"f: OF CA\..l'<o'lc OWNER'S CERTIFICATE
I 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. . _"---~
JW~~ 4/3/,£
BILL HOEHN DA TE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD
SURVEY METHODS FROM INFORMA T/ON GATHERED ON MAY 13
2013 BY JONES, CAHL AND ASSOCIATES TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS, NGVD 29.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
211-060-09
THE CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS:
N 1992820.432 E 6232785.565
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
' ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD
SPECIF/CA T/ONS ANO THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
o. THREE FEET OR MOR£ IN HE/GHT 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 OA YS OF ROUGH GRADING.
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 IMMEOIA TE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT AR£:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECfPITA T/ON SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL 8£ WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
SITE
VICINITY MAP
CITY OF OCEANSIDE
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:-BU/LT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
ANO ORDINANCES CITED ON THESE 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 STAND,!IRDS
3. THIS SET OF PLANS
4. P.C. RESOLUTION NO. 7076 DATED DECEMBER 3, 2014
5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY NORCAL ENGINEERING
PROJECT# 17261-14 DATED FEB. 17. 2014
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
DA TED DECEMBER 3. 2014
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED -~D~E~C£~M~B~E~R~3~2~0~1~4_
10. TIER Iii STORM WATER POLLUTION PREVENTION PLAN SW 14-398 PREPARED
BY JONES CAHL & ASSOCIATES, INC. DATED OCTOBER 15 2014
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 BE
· SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
0 Ji < o! Lr---...7'=-~
11. STORM WATER MANAGEMENT PLAN SWMP 14-17 PREPARED
BY JONES,. GAHL & ASSOCIATES, INC. DATED NOVEMBER 3 2014
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO
CALTRANS CONSTRUCT/ON SITE BMP MANUAL. THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH.
C. HYDROSEEOING MIX SHALL CONSIST OF ALL OF TH£ 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 CALIFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOUA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCA T/ONS 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 ANO 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 ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 .Jbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL,~nfir/1-/WT, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS Vsif1T MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW IN TO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15%
SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYOROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF:
a. TRACK WALKING SLOPE.S STEEPER THAN 6: 1
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.
2. CONDITION/NG 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. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
£. HYDROS££D£D AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
L\. -CITY OF ENCINITAS '-,__,L._J
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAN ZOREN AT
(760) 420 -2872 (PHONE NUMBER)
2. EQUIPMENT ANO 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. TH£ CONTRACTOR SHALL BE RESPONSIBLE ANO 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 SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON,
STATE OF CALIFORNIA.
ESTIMATED RAW SHEET INDEX:
EARTHWORK gUANTITIES
SITE AREA: 147,423 SF AREA DISTURBED:
CUT: 2,468 CY FILL: 1,705
EXPORT: 763 CY IMPORT: 0
BASIS OF BEARINGS
147,423
CY
CY
TITLE SHEET: .............. SHEET 1
EXISTING TOPOGRAPHY: ........ SHEET 2
PRECISE GRADING PLAN: . . . . . . . SHEET 3
SECTIONS AND DETAILS: ........ SHEET 4
/ REFERENCE DRAWINGS
CDP 04-42, DRAWING# 433-8
COP 08-13, DRAWING# 464-7
CARLSBAD TRACT NO. 72-3, MAP NO. 7492
TYPE
BIORETENllON
PERVIOUS PAVERS
DESCRIPTION
EXISTING CONTOURS
EXISTING ELEVATIONS
PROPERTY LINE
EASMENT LINE
(E) CHAIN LINK FENCE
EXISTING SEWER MAIN
EXISTING WATER MAIN
EXISTING GAS LINE
BIO-RETENTION AREA
BUILDING
LEGEND
DWG.NO. SYMBOL
-x----x-
----s --
777777
PERVIOUS PAYERS
NEW AC PAVEMENT
SEE DETAILS SHEET 4
4" A.C./6" A.B.
3" A.C./3" A.B.
ENHANCED PAVEMENT
6" CURB AND GUTTER
6" CURB
SEE DETAIL 6 SHEET 4 r::?:d
3' CONCRETE VEE-GUTTER
12' PVC DRAIN {SCH 40)
STORM DRAIN TYPE "A"
CLEAN OUT
EXISTING PALM TREE
EXISTING TREE
SDRSD ND. G-2
SDRSD NO. G-1
SEE DETAILS SHEET 4 -· ·-
SORSD NO. 0-09
DOUBLE DETECTOR CHECK VALVE CMWD S1D, W-22
FIRE HYDRANT
THRUST BLOCK
WATER METER
6" PVC WATER
TRENCH REPAIR
HEADWALL
CMWD S1D, W-12
CMWD S1D, W-19. W-15
CMWD STD, W-4
CMWD S1D, W-2
CITY S1D, GS-~~• 1~ t7721
SDRSD D-34 [
REQUIRED TREATMENT J:;ONTROL BMP TABLE
DESCRIPTION OWNERSHIP
TC-32 BILL HOEHN
TC-1O BILL HOEHN
M.UN'fENANCE
AGREEMENT
· BMP MAINTENANCE
BMP MAINTENANCE
SHEET NO.
3
3
QUANTITY
2,678 s.F'.
4,845 S.F.
36,203 S.F.
20,66,9 S.F.
. ~:.;;;': )ifl 2, 7 '.$.F.
574 L.F.
3,337 L.F.
333 L.F.
230 L.F.
4 EACH
2 EACH
.MAINTENANCE
FREQUENCY
SEMI-ANNUALLY
ANNUALLY
FOUND MONUMENTA T/ON ALONG THE EASTERLY
RIGHT OF WAY OF PASEO DEL NORTE PER
CARLSBAD TRACT NO. 72-3, MAP NO. 7492
RECORD BEARING BEING N00'23'44"E SUSMP PROJECT PRIORITY llfR 3 PRIORITY PROJECT HYDROMODIFICATION REQUIREMENT -EXEMPT
BENCH MARK CLSB-057
DESCRIPTION: 2.5" DISK IN DRAINAGE BOX INLET
LOCATION: MONUMENT IS ON THE WEST SIDE OF A VEN/DA ENCINAS IN
A DRAINAGE BOX INLET. 11.5 FEET FROM THE SOUTH END OF
THE CURB RETURN AT CANNON RD. AND 2 FITT FROM CURB.
ELEVATION: 44.01' DATUM: NGVD 1929
LEGAL DESCRIPTION:
LOT 3 OF CARLSBAD TRACT NO. 72-3, IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 7492, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO
COUNTY, NOVEMBER 30, 1972.
A.P.N.: 211-060-09
HAS BUIL Th
Q _ e ~ t>J1~/Jh
DATE
INSPECT□R
11B l----+--+-------------+--+---11------+---l I SH1EET I CITY OF CARLSBAD I SHE4ETS I
:=;;:;::::;:;:;:;:;'...=;;::=:=::;:EN::G;:I:;NE;:E:::R::l:::::NG:::::::D::E:::::PA:::::R:::T:::::M::E:::::NT==::::..'.===:
GRADING PLANS FOR: JONES, CAHL & ASSOCIATES
CONSULTING ENGINEERS
18090 Beach Boulevard -Huntington Beach
Calliomia 92648 -(714) 848-0566
e-mail: jca@jonescabl.com
DESIGNED: -SC>.LE: NA
DRAWN: C.H. DATE: 4/1/2015
CHECKED: D.R. JOB NO. 14-2102
I ..! J • ( J I J ~ .1 1_:.;.;_;:.;,;_;..1.....;.;.;;.:...i
W1EPARE,0 UN.QER '~E ECTION OF: ~ DATE INITIAL
DANIEL RUBIO R.I .E. 60934/P.L.S. 8239 E ENGINEER Of WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OlHER APPROVAL aTY APPROVAL
HOEHN AUDI
5425 & 5445 PASEO DEL NORTE
APPROVED:f1 '/ • ' JASON , S, GELDERT
CITY ENGIN~
, .,,, l "/·1• 1~
PE 63912 EXPIRES 9/30/16 DATE
DWN BY: CH
CHKD BY: j? flf
RVWD BY: £~
PROJECT NO.
SDP 14-06
DRAWING NO.
485-1A
0
•
C
•
051215
□ ::0 ~
2 lil
2
C: s:
OJ m
:Il
□ I
2
lil
2
C: s:
OJ m JJ
□ ::0 ~
2
lil
2
C: s:
00 m
::0
"fl RCP i , -~I
TORM ORA~~•• .
EXISTING tURB i
INLET ,
• 1 >-,, ! FOUND L&T ILLEGIBLE J;/N
'6/V ' OFFSET PER CARLSBAD TRACJ
53.47 IC
(67.97]~C
~
o:)
lfl
VJ
\
~~~2-I:J~ .
EE
6 CONC. CU B
VERHEAD
6" C NC. CURB
ENTIRE CHANNEL IS LINED
WITH VEGETATION
LEGAL DESCRIPTION:
LOT J OF CARLSBAD mACT NO. 72-3, IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 1492, FILED IN THE OFFICE OF THE TITLE REPORT INFORMATION:
LEGEND
EXISTING CONTOURS
UNTY RECORDER OF SAN DIEGO COUNTY,
,f! MBER 30, 1972. CHICAGO TITLE COMPANY
2365 NORTHS/OF DRl'Vc, SUITE 5D0
SAN DIEGO, CA 92108
(J) AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO
AS SET FORTH IN A DOCUMENT.
@ AN EASEMENT FOR THE PURPOSE SHOWN BELOW ANO RIGHTS INCIDENTAL THERETO AS SET @
FORTH IN A DOCUMENT.
A DOCUMEN/ ENTITLED "HOLD HARMLESS AGREEMENT DRAINAGE'; DATED, FEBRUARY 13,
1987, EXECUTED BY JIM B. FINNERY JR., SUSAN FINNEY AND CITY OF CARLSBAD, SUBJECT
TO ALL THE TERMS, PROVISIONS AND CONDITIONS THEREIN CONTAINED, RECORDED,
FEBRUARY 26, 1981 AS INSTRUMENT NO. 87-102278, OF OFFICIAL RECORDS.
BENCHMARK: CLSB-057 EXISTING ELEVATIONS
PROPERTY LINE
EASMENT LINE
·'-l,-060-09 ~"?'0 ~10
. ••. "--" . 'I. :,;'l ·•,,<l7) ~".J.. 1.._'o
Y:)<o· ,:__'1,,,
C,·
ATTN, KEN CYR/TOM VOTEL
EMAIL! CRY/VOTELTOCTT.COM
PHONE, (679} 521-3555
FAX! (679} 521-3608
ORDER NO.: 12202783-996-U50
·---,.. ~c, c,,
GRANTED TO:.
PURPOSE!.
RECORDED,.
AFFECTS!.
CARLSBAD MUNICIPAL WATER DISTRICT
INGRESS AND EGRESS BY A PRACTlCAL ROUT£ OR ROUTES
MAY 15, 1961 AS INSTRUMENT NO, 83960, OF OFFICIAL RECORDS
THE EXACT LOCA T/ON AND EXTENT OF SAID EASEMENT IS NOT
DISCLOSED OF RECORD
THE FACT THAT THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE ~!GHTS OF
ACCESS TO OR FROM THE STREET, H/GHWA Y, OR FREEWAY ABUTTING SAID LAND,
SUCH RIGHIS HA WNG BEEN SEVERED FROM SAID LANO BY /HE DOCUMENT.
RECORDED!.
0 AFFECTS!. ~· '.
JUNE 78, 1965 AS INSTR/IMENT NO 708756, OF OFFICIAL RECORDS
SAID LAND ADJACENT TO 1-5
... \ ro'I ~ AN EASEMENT FOR THE PURPOSE SHOWN BELOW ANO RIGHTS INCIDENTAL THERETO
. AS SHOWN OR AS OFFERED FOR OED/CATION ON THE RECORDED MAP SHOWN BELOW.
7492'
GRANTED TO!.
PURPOSE:.
RECORDED,.
AFFECIS!.
THE CITY OF CARLSBAD
ROAD PURPOSES, LANDSCAPING. UTILITIES AND ENCROACHMENT OF A
PUBLIC SIDEWALK
NOVEMBER JO, 1972 AS INSTRUMENT NO. 72-320456, OF OFFICIAL
RECORDS
THE ROUTE /HEREOF AFFECTS A PORTION OF SAID LANO AND IS MORE
FULLY OESC,718£0 IN SAID OOCUMEN T.
@ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET
FORTH IN A DOCUMENT.
GRANTED TO:.
PURPOSE:.
RECORDED:.
AFFECTS:.
THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY
PUBLIC UTILITIES. INGRESS, EGRESS
MARCH 22, 1973 AS INSTRUMENT NO. 73-074588, OF OFACIAL RECORDS
THE ROUTE THEREOF AFFECIS A PORTION OF SAID LANO ANO IS MORE
FULLY DESCRIBED IN SAID DOCUMENT.
@ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET
FORTH IN A DOCUMENT.
GRANTED TO:.
PURPOSE:.
RECORDED,.
AFFECTS!.
CARLSBAD MUNICIPAL WATER DISTRICT
WATER LINE EASEMENT
FEBRUARY 77, 2006 AS INSmUMENT NO. 2006-0778580, OF OFFICIAL
RECORDS
THE ROUTE THEREOF AFFECTS A PORTION OF SAID LANO AND IS MORE
FULLY DESCRIBED IN SAID DOCUMENT.
A DOCUMENT ENTITLED '1/0LD HARMLESS AGREEMENT DRAINAGE'; DA TED, FEBRUARY 9,
2006. EXECUTED BY CARLSBAD AUTO PARK PROPERTIES, LLC, A CALIFORNIA LIMITED
LIABILITY COMPANY AND /HE CITY OF CARLSBAD, SUBJECT TO ALL THE TERMS, PROWS/ONS
AND CONDJnONS THEREIN CONTAINED, RECORDED JUNE 6, 2006 AS INSTRUMENT NO.
2006-0398661, OF OFFICIAL RECORDS.
CITY OF CARLSBAD SURVEY CONmOL NETWORK
2.5" DISK IN DRAINAGE BOX INLET IN /HE SOUTHWEST
QUADRANT OF A VENIOA ENCINAS ANO CANON ROAD.
MONUMENT IS ON /HE WEST SIDE OF A VEN/DA ENCINAS
IN A DRAINAGE BOX INLET, 11.5 FEET FROM THE
SOUTH ENO OF THE CURB RETURN AND 2 FEET FROM
CURB.
ELEVATION: 44.07 FEET, NGVO 7 929
FEMA FLOOD ZONE:
ZONE X -AREAS DETERMINED TO BE OU TS/DE THE
0.2% ANNUAL CHANCE FLOODPLAIN.
COMMUNITY NAME!
COMMUNITY PANEL NO.!
MAP NO.!
CITY OF CARLSBAD
060285 0764 G
0601C0764G
-s-
-w-
-G-
777777
CHAIN LINK FENCE
SEWER LINE
WATER LINE
GAS LINE
BLOCK WALL
BUILDING
ASPHAL TIC CONCRETE
ABO VE GROUND
BUILDING
BOTTOM OF STEP
BACK OF SIDEWALK
CENTERLINE @ AN EASEMENT FOR /HE PURPOSE SHOWN BELOW ANO RIGHIS INCIDENTAL THERETO AS SET
FORTH IN A DOCUMENT. @ WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT DISCLOSED BY THE PUBLIC EFFECTIVE DA TE,
DATUM!
MAY 76. 2072
NAVO 7988
AC
AG
BLDG
BS
BSW
CL
CLF
CLMN c.o.
CP
FF
FH
CHAIN LINK FENCE
BUILDING COLUMN
0 '-!,
6" CONG.
I
I -
;-~, y,ALvE 16'.::
.,...~--11--,,,:'\C)' / 0
27)
BLOG
EXISTING BUILDING
FF~(6B.29)
STAIRS
TREE
OVE
"' 'o
"5.76)TC
65.26)AC
LIGHT
----------OVERHEAD LIGHT ~C\ ,,. " 'o ' ..,,_Ci Q:,· V ' 0
ERHEAiiJ'--tJ(;l;[TI:_-::'.':__ ___ --7"----
\9 ) "o ,c,
OVERHEAD LIGHT
OVERHEAD LIGHT /y
5425/5445 PASEO DEL NORTE
APN: 211-060-09
GRANTED TO:.
PURPOSE,.
RECORDED,.
AFFECTS!.
SAN DIEGO GAS AND ELECTRIC COMPANY
PUBLIC UTILITIES, INGRESS, EGRESS
SEPTEMBER 5, 1973 AS INSTRUMENT NO. 73-250837, OF OFFICIAL
RECORDS
THE ROUTE /HEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE
FULLY DESCRIBED IN SAID DOCUMENT.
(@ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL /HERETO AS SET
FORTH IN A DOCUMENT.
GRANTED TO!.
···• PURPOSE,.
"RECORDED!.
~
PALM TREE
OVERHE LIG
q} G
':)· "'
CfS:.,.
20'
12
SAN DIEGO GAS ANO ELECTRIC COMPANY
PUBLIC UTILITIES, INGRESS, EGRESS
JULY 8, 1974 AS INSTRUMENT NO. 74-181894, OF OFFICIAL RECORDS
THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED
OF RECORD
MONUMENT SIGN
""'!J:cc 7 "'
(65)
PVC UNDERDRAIN
AREA = 147,422.91 SO. FT. • 3.384 ACRES
OVERHEAD LIGHT
-~f~;p---(65)-------:::---------~------<
0 1 LOTS
OVERHEAD LIGHT CARLSBAD TRACT NO.
MAP NO. 7492
,,1:J¾c 7~
OVERHEAD LIG
ELECTRICAL
PULL BOX L
CHAIN LINK FENCE
20'
_J VERHEAD LIGHT
~-(64)7. ct'· --
<:>" 0""·:0 'f
C UNDERDRAIN
6" AC BERM 6" AC BERM
~ EXISTING CAJ-TRANS '·(
CONCRETE BROW DITCH· 'o-., ... ,c·
APPROXIMA LOCATION
OF TREES
INTERSTATE 5
SUBDIVISION BOUNDARY AND EASTERLY
RIGHT-OF-WAY LINE FOR INTERSTATE 11-SD-5 4 ACCESS RIGHTS RELINQUISHED BY DEED RECORDED
JUNE 18, 1965, FILE NO. 1D8756, D.R.
'···
EXISTING CAL TRANS
CONCRETE BROW DITCH
ENTIRE CHANNEL IS LINED
WITH VE GET A llON
CHAIN LINK FENCE
(63)
APPROXIMATE
LOCATION
OF TREES
RECORDS.
MA TIERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT
ALTA/ACSM LAND TITLE SURVEY OF SAID LAND THAT IS SA T!SFACTORY TO THE COMPANY,
AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF.
@ ANY RIGHIS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SA/0 LAND.
WHICH RIGHIS ARE NOT DISCLOSED BY /HE PUBLIC RECORDS.
EXISTING EASEMENT FOR INGRESS AND EGRESS
GRANTED TO CARLSBAD MUNICIPAL WATER DISTRICT,
RECORDED AUGUST 15, 1961 AS FILE NO. 83960,
(ROUTE NOT SPECIFIED) PER CARLSBAD mACT
NO. 72-J. RECORDED AS MAP NO. 7492.
O.R.
"AS BUIL. T"
9-t~~~~ .
RC£ ,0'134 EXP. 1zJ 1c I I 'e~
€'Ji, I,~
"MiE
OWNER:
HOEHN ENTERPRISE II, LLC
5475 CAR COUNTRY DRIVE
CARLSBAD. CA 92078
CONTACT: MR. BILL HOEHN
ARCHITECT:
WARE MALCOMB
6J6J GREENWICH DR, SUITE 7 75
SAN DIEGO, CA 92122
PHONE, (858} 500-4608
CONTACT: ANDREW DZULYNSKY
smEEET IMPROVEMENT NOTES:
GRATE
EXISTING
CLARIFIER
ELECTRICAL PULL BOX
E-R-llGJ:!I
" ;;,,~,, ' ·.··. &'
EXISTING IMPROVEMENTS PER CITY OF CARLSBAD DWG.
NO. 166-9 AND DWG. NO. 4(3-8
•' ~ ·.
CURB AND~
. 6.
Jl-.H--. c
6" AC BERM
~0
"" 0 L
77.841_
CARPRI
20' 10' 0
FL
FS
GM
LS
LT
NG
OH
SMH
SW
TC
TS
TW
wt,/
WV
SCALE:
1" = 20·
SEWER CLEANOUT
SURVEY CONTROL POINT
FINISHED FLOOR
FIRE HYDRANT
FLOW LINE
FINISHED SURFACE
GAS METER
LANDSCAPE AREA
LIGHT
NATURAL GRADE
smucTURE OVERHANG
SEWER MANHOLE
SIDEWALK
TOP OF CURB
TOP OF STEP
TOP OF WALL
WATER METER
WATER VAL~
20'
GRAPHIC SCALE
(65)
5 6 8 9
10' LANDSCAPE,
UTILITY AND----SIDEWALK EASEMENT
. . ', .. . :~,,
'\
TING BUILDfN
F~(65.70) i'";,-·
-------
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
JONES, CAHL & ASSOCIATES GRADING PLANS FOR:
CONSULTING ENGINEERS
18090 Beach Boulevard -Huntington Beach
California 92648 -(714) 848-0566
e-mail: jca@jonescahl.com
DESIGNED, -SCALE,
DRAWN, C.H. DATE, 1/27/2015
D.R. JOB NO. 14-2102
UNDER ECTION OF:
DANIEL RUBIO R.C .. 8239
HOEHN AUDI
5425 & 5445 PASEO DEL NORTE
APPROVED:
CITY ENGINliER PE 63912
DWN BY:~ CHKD BY:
RVWD BY: r
CDP 14-10
JASON S. GELDERT
'I·]:,/~
EXPIRES 9 30 16 DATE
PROJECT NO.
SDP 14-06
DRAWING NO.
485-1A
'
'
□ :.0 ~
2
Cil
2
C ~ co m :.0
□ :.0
i
2
Cil
2
C ~
CJ m
:0
Cl I
2
Cil
2
C s: III m D
20·
GRAPHIC SCALE
63. 65 · TOE
62.15 BTU
11 65.13 FF
65.06 A!J.D
'•,.~
',
__,_......,-··
_ _,,, _,,/,,,/
'-.... -~----__ .,/CT)
/ Ill _/
. . . 5 . .f;:! TC. o· C.F.
,•.
. 65 .. 58 TC
6508-:FS.
7
GRA ING DAYLIGHT
LINE
,· l6.
DATE INITIAL CONSTRUCTION NOTES & EST/MA TED QUANTITIES
*ALL QUANTITIES ARE ESmAATED, THE CONTRACTOR SHALL VERIFY
i---~+----+-------------------ii------t-----J---t-------1 CD
1--~~+--~-+-------------------lt---=--+----=----J-:--=--t-=:-:----1® DATE INITIAL DA TE INITIAL DA TE INITIAL @
ENGINEER OF WORK REVISION DESCRIPTION f-◊-TH_E_R_A~P-PR-◊-VA-L-+-C-IT_Y_A~PP_R_D_VA-L--1 3
ALL QUANTITIES PRIOR TO SUBMlmNG A BID.
PROTECT IN PLACE EXISTING UT/LlnES, CURB AND GUTTER, AND TREES.
DEMO AND REMOVE EXISTING AC PA VEUENT, CURB AND GUTTER.
CONST 4• A.C. WI SS-1 SEALCOAT OVER 6" A.8. (MIN.} FOR LIGHT
VEHICLE CIRCULA 1/0N AREAS PER SOILS ENGINEERS RECOUUENDA TIONS.
,--..._--'-____ .._ _________________ .._ _____ ._ ____ --I@ CONST 3" A.C. WI SS-1 SEALCOAT OVER 3" A.B. (MIN.) FOR PARKING
REQUIRED TREATMENT CONTROL 81(11 TABLE STALLS PER SOILS ENGINEERS RECOMMENDATIONS.
TYPE DESCRIPTION OWNERSHIP !IAINTENANCE
AGREEMENT SHEET NO. IWNTENANCE
FREQUENCY
®
® l-------+-------1--------1---------1----+--------10
BIORET[N110N TC-32 BILL HOEHN BMP UA/NT[NANCE 3 SEMI-ANNUALLY
f--------+---------lf-------l---------l----+--------1®
PrR\IOUS PAVERS TC-10 BILL HOEHN BUP UAINTrNANCE 3 ANNUALLY ® 1--~----'------~~-----L.------~----L.-------t@
SUSMP PROJECT PRIORITY -"11E:cRecJ=PR,,.,IOR,,,l""TY'-P'-'R"'O""JE"-CT,.___ HYDROMODIFICATION REQUIREMENT -EXEl(IIT '-----------------------------------t®
@
@
@
@
@
CONST 6" CURB AND GUTTER PER SDRSD G-2.
CONST 6" CURB ONLY PER SDRSD G-1.
CONST. 3' CONCRETE VEE-GUTTEJ? PER APWA STD 122-1 AND DETAIL 2
ON SHEET 4 AND SDRSD G-13 (MOD/RED TO 3' 111DTH).
INSTALL PERVIOUS PA VERS 111TH CONCRETE HEADERS PER DEVELOPER
SPEC/RCA TIONS, SEE DETAIL 5 ON SIIEET 4.
CONST. BIO-RETENTION PLANTER PER DETAIL ON SHEET 4.
INSTALL JENSEN PRECAST 24" SQUARE CATG.H BASIN D/2424 111TH H-20 TRAmC
RA TED GRA 1[ OR APPROVED EQUAL 111TH "NO DUMPING'. PER DETAIL ON SHEET 4.
INSTALL 12" P. V.C. (SG.H W} DRAIN LINE
INSTALL STORM DRAIN TYPE "A• CLEANOUT PEI/ SDRSD D-09
CONSTRUCT 2' 111DE CURB CUT PER DETAIL 1 ON SHEET 4.
CONST. 6" SEALED CONCRETE SLAB FOR SERVICE DRIW: AREAS PER
ARCHITECTURAL DETAILS AND SOILS ENGINEERS RECOMMENDATIONS.
CONSTRUCT 6" P. C, C. ROLLED CURB, SEE DETAIL SHEET 4
CONSTRUCT ENHANCED PA VEUENT PER ARCHITECTURAL DESIGN AND DETAIL ON SHEET 4.
@) CONSTRUCT PEDESTRIAN RAUP PER COUNTY OF SAN DIEGO STANDARD G-31
(TYPE D) AND DETAIL 7 ON SHEET 4.
(?g} INSTALL 6" P. V.C. (SG.H 40) DRAIN LINE
ESTIMATED RAW
EARTHWORK QUANTITIES
QUANTITY
LS
LS
36,203 SF
20,669 SF
57< LF
3,337 lF
333 LF
4,l/45 SF
2,678 SF
4 EAG.H
230 LF
4 EACH
12 EACH
8,750 SF
42 LF
1,827 SF
2 EACH
11 LF
OWNER:
HOEIIN ENTrRPRISE 2, LLC
5475 CAR COUNTRY DRIVE
CARLSBAD, CA 92018
CONTACTc UR. Bill HOEHN
ARCHITECT:
WARE MALCOMB
6363 GREENll1CH DR, SUITE 175
SAN DIEGO, CA 92122
PHONE: (858) 500-4608
CONTACT: ANDREW DZUL YNSKY
LEGAL DESCRIPTJON,
LOT 3 OF CARLSBAD TRACT NO. 72-3, IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 7492,
FILED IN THE DmCE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, NOVEMBER JO, 1972.
A.P.N .. · 211-060-09
BENCHMARK: CLBB-057
CITY OF CARLSBAD SURVEY CONTROL NETWORK
2.5" DISK IN DRAINAGE BOX INLET IN THE SOUTHWFST
OUADRANT OF A W:NIDA ENCINAS AND CANON ROAD.
MONUMENT IS ON THE llfcST SIDE OF A VEN/DA ENCINAS
IN A DRAINAGE BOX INLET, 11.5 FFET FROM THE
SOUTH END OF THE CURB RETURN AND 2 FEET FROM
CURB.
ELEVATION: :f--4.01 FEET, NGVO 1929
STORM DRAIN DATA
□
2
3
4
5
6
BEARING/DEL TA
S 68'08'39" W
N 21·51'21• W
N 64'28'05" E
N 22'24'27" W
N 55'27'30" E
S 60'46'12" W
RADIUS LENGTH
47.50'
76.00'
28.00'
7.50'
39.50'
28.50'
REMARKS
12"¢ PVC
12"¢ PVC
12"• PVC
12"• PVC
SITE AREA;
CUT:
14-7,423 SF
2,468 CY
EXPORT; __ 7_63_ CY
147,423
CY
IMPORT: __ 0 __ CY
AREA DISTURBED:
RLL: 1,705
65.2 FG
---------~--
----(6."!)----------------------1/ /'p"~=,j,===11==
, 5425/5445 PASEO DEL NOR:,;-r
APN, 211-060-09 I
AREA -147,422.91 SO. FT. -3.384 ACRES
TO BE
. QUITCLAl~EQ-·
65. 73 FF
65.06 PAD
L _J
63.18 TOE -,
62}/JcBTU /
/--6J,78•F.G
\ '·
-----(64)~ / . /
1~~=~=~ = / 65.73 FF
OIL/WATER SEPARATOR 65 06 PAD
LOCATED WI THIN BU/LOIN( .
AND PLUMBED TO THE i
SEWER SYSTEM /
/// UL /
65.23 FF//
.23 FF
1.dJL.
11 AS BUILT"
\0)_ ~ .. V: i...::;
RCE. teO'IM
INSPECTOR
PROPOSED 6" SEWER LA TERAL
SEE IMPROW:MENT PLAN ~owo. 4Bs-, ----
Lo ~1$-1,.6
I DATE.
PROPOSED 8" WATER MAIN
SEE IMPROW:MENT PLAN
DWG. 485-1
LEGEND
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S.UH
SW
TC
TD£
TOP
7S rw
Ill,/
WV
EXISTING CONTOURS
EXISTING ELEVATIONS
PROPERTY LINE
EASMENT LINE
CHAIN LINK FENCE
SEWER LINE
WATER LINE
GAS LINE
BLOCK WALL
BUILDING
BIO-RETENTION AREA
PERVIOUS PAYERS
ENHANCED PAVEMENT
SEE DETAIL 6 SHEET 4
ASPHALTIC CONCRETE
ABOVE GROUND
BUILDING
BOTTOM OF STEP
BACK OF SIDEWALK
BOTTOi,/ OF BIO-RETENTION
CURBFACE
CENTERLINE
CHAIN LINK FENCE
BUILDING COLUMN
SEl+l'R Ci£ANOUT
SURW:Y CONTROL POINT
FINISHED A..OOR
FIRE HYDRANT
FI.OW LINE
FINISHED SURFACE
GAS METER
LANDSCAPE AREA
LICHT
NATURAL GRADE
STRUCTURE OVERHANG
SEl+l'R MANHOLE
SIDEWALK
TOP OF CURB
TOE OF SLOPE
TOP OF SLOPE
TOP OF STEP
TOP OF WALL
WATER METER
WATER VAL W:
FOUND LJ<T ILLEGIBLE ON A 2.00'
OFFSET PEFr"eARl,SBAD TRACT
NO. 72-3 -
\
I
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FUTURE 5' PERMANENT
CALmANS
EASEMENT
(5) V/Ni:-'R.OCKETS
FOR LANDSCA
SEE ARCH~
EXISTING CAL TRANS
CONCRETE BROW DITCH
P,
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FUTUR£ 5' PERMAN. r1 CAL TRANS '-'·1•
--···
CITY OF CARLSBAD
ENGINEERING DEPARlMENT
(~:r~:✓ ,~'"., CAL TRANS
,,!jJ ,_;·-a•,:,• _...;E;;,;A,.S;:.£;;;M;;;£;;;N"-T-----I
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JONES, CAHL & ASSOCIATES
CONSULTING ENGINEERS
GRADING PLANS FOR:
GRADING D YLIGHT EASEMENT ·•ii
0,o = 4.003 cfs PROPOSED OUTLET TO BE UNE ··;. 1j~-•
18090 lleachiloulevard-Huntington Beach
California 92648 -(714) 848-0566
e-mail: jca@jonescahl.com 5425
HOEHN AUDI
& 5445 PASEO DEL NORTE
CDP 14-10
DESIGNED, -SCALE,
DRAWN, C.H. DATE,
LOCATED AT THE EXISTING CHECKED, D.R. JOB NO.
s
EXISTING CHANNEL
EPARED UNDER THE DIRECTION OF1 --~-
1" = 20'
1/27/2015
14-2102
'!~¼{
CITY ENGINE
OWN BY: r, H
CHKD BY: \-ZftF
RVWD BY· 1:)f/1.__
JASON
EXPIRES 9 30 16
PROJECT NO.
SDP 14-06
S. GELDERT Lf•'l-1} s
DATE
DRAWING NO.
485-1A
'
,
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3/8" LIP
1% MIN.
BASE MATERIAL•
6"
8" P.C.C.
1 /2" RADIUS
1 1 /2"
DETAIL@
3' CONCRETE VEE-GI.IT7ER
3/8" LIP
1% MIN.
MIN.
PER SDRSD G-13 (MODIFIED TO 3' WIDTH).
NOT TO SCALE
PERVIOUS PAVEMENT
WIDTH ~ 9'
4" TOP PER ~ous
PAVEMENT COURSE
STONE COURSE
401' VOIDS
~AP WllH MIRAFI 30MIL GEO TEXnLE
LINER PER GEOIECHNICAL ENGINEERS
RECOMMENDA noNs
IF NECESSARY FOR LOADING REQUIREMENTS, THE RECOMMENDED BASE SHALL BE AGGREGATE OR AN ENGINEERED AGGREGATE/TOPSOIL MIXTURE,
AND SHOULD BE CONSISTENT WITH THE CHOSEN INFILL TYPE.
A MINIMUM OF 6 IN or BASE MATER~L IS GENERALLY RECOMMENDED FOR DRAINAGE, EVEN IF NOT REQUIRED BY DESIGN FOR LOAD SUPPORT.
ADDITIONAL BASE DEPTH MAY BE ADDED IF REQUIRED OVER A LOW-PERMEABLE BASE OR TO FUNCTION AS A STORM WATER DETENTION/RETENTION
LAYER.
RECQMo,IEll[)E[ AGGREGATE t/R..L•
THE AGGREGATE INFILL SHALL BE A WELL-GRADED 10 MM TO 13 MM (0.375 TO 0.5 IN) CRUSHED ANGULAR STONE WITH A FINE CONTENT LESS
THAN 57..
FIECOl,M!NDED ENaNEERED BASE FOR VEGETATED SOLl.ll10N9'
SUPPORT SOIL SHALL CONSIST OF A HOMDGENOUS MIXTURE CONSISTING OF 1) A CLEAR-STONE/CRUSHED ROCK HAVING AN MSHTO 15 OR SIMILAR DESIGNATION BLENDED WITH 2l PULVERIZED TOPSOIL AND 3) A VOID COMPONcNT GENERALLY CONTAINING ~R AND/OR WATER. THIS HOMOGENOUS
MIXTURE WILL PROMOTE VEGEl'ATIVE GROWTH AND PROVIDE REQUIRED STRUCTURAL SUPPORT. THE AGGREGATE PORIION SHALL HAVE A PARTICLE RANGE
FROM 10 MM TO 25 MM (0.375 TO 1.0 IN) WITH A Dso or 13 MM (0_5 IN). THE PERCENTAGE VOID-SPACE or THE AGGREGATE PORTION WHEN
COMPACTED SHALL BE AT LEAST 407.. THE PULVERIZED TOPSOIL SHALL EQUAL 257. OF THE TOTAL VOLUME AND BE ADDED AND BLENDED TO
PRODUCE A HOMOGENOUS MIXTURE PRIOR TO PLACEMENT. ONCE PLACED, THE MIXTURE SHALL BE COMPACTED TO 957. STANDARD PROCTOR DENSITY.
RECOMMENDED ENaNEERED ll'FILL FOR VEOETATED SOl..lf110NS,
SAME AS ENGINEERED BASE BUT WITH A PARTICLE RANGE FROM 10 MM TO 13 MM (0.375 TO 0.5 IN)
4
PROPOSED
BUILDING
4
/
<l
9'
DETAIL@
PERVIOUS PAVEMENT
15'
6" CURB AND GUTTER
CATCH BASIN 6" CURB
AC
LANDSCAPE V 'i
65.87 TC
65.37 FS
PERVIOUS PAVEMENT
SECTTON@
NOT TO SCALE
j~
jp
I:
66.04 TC HP
65.54 FL
r-6~5~. 9~9~TC~
65.49 FL
65.47 FL
O" C.F.
65.99 AC
O" C.F.
66.47 AC
65.97 AC
DETAIL@
ACCESS RAMPS
SCALE 1''~6'
320-1500 GALLON
SAND-OIL INTERCEPTORS •
lRAFFIC RA JED ACCEPlED BY UP Ce
24" CAST IRON FRAME & COVER
WITH GAcKET (GASTIGHT) STANDARD
'12" MIN. r WHEN SUBJECT 4"PVC INLET
TO TRAFFIC AS REQUIRED & OUTLET
l ' PIPE AND
~ FITTINGS, 2432 RISER 3", 6" STANDARD ... ., OR 12" l.,
f . ,_ ., ~ ' . ";. ... ", --~ ,, ,_ ... . '~-,_ ...• ,;. --;·
CUTAWAY INVERT INVERT
SIDE VIEW INLET OUTLET
: SANITARY Tff OR Q to
Cl .· ELBOW PER LOCAL ' ..,
· COOE
. ·,; .. :.,-· .. :; .. _, ... · .. ,:-: '-.-·· .. . --: ~-· ~ ,.,;;•:: .. _ ..
B
' ~r -7 (COVERS REMOVED)
TOP VIEW {O 11 ~ "" =
11
L_ - -
_JL -_J
LIQUID 1110TH OVERALL TANK INLET OUTLET MINIMUM MINIMUM 1<DEPTH TANK
MODEL CAPACITY LENGTH HEIGHT 'D' 'E' XCAVATION EXCAVATIO OF WEIGHT
NUMBER GALLONS 'A' '8' 'c' WIDTH LENGTH BURY LBS.
KJP320SO 320 3'-0" 7-0" 4-6'" S-7" 3'-4~ 4'-0" 8'-0 6' MAX. 6,600
KJP500S0 500 4-0 6-0 5-10" 4-10 4-7 5-0 7-0 6 MAX. 6,750
KJP750S0 750 4-0 8 -1~ 6 -0 5-0' 4-9" 5-0 9 -1' 6' MAX. 9,000
KJP1000S0 1000 5 -1 B-2 6 -0 5-0 4-9 6 -1 9-2 6 MAX. 11,000
KJP1200SO 1200 5'-9" 8'-6 6'-0" 5 0 4-9 6-9 9'-6 6 MAX. 12,600
KJP1500SO 1500 5-7 10-8 6 -0 5-0 4-9 6-7 11'-8 6 MAX. 14,900
■ TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS
(WATER TABLE BELOW TANK).
■ SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS.
THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL
BE COMPACTED TO 907. MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT
GEOTECHNICAL ENGINEER.
■ FOR COMPLETE DESIGN ANO PRODUCT INFORMATION
CONTACT JENSEN PRECAST.
10-01-0J JEIJ!!ff J'J20-JP1S00_S0-W. dwg
Cl 2(J{Jj JffisM Prec:a!ll
• 5.5'
5' CALTRANS EASEMENT
12" CLEAN OUT
(TYPE "A''.)
3'
PL . I
6" P. C. C. HEADWALL PER SDRSD D-34
TYPE "B" AND RIP-RAP GROUTED
MAXIMUM ROCK SIZE 6'.
66.57 TC
66.07 AC
v
66.52 TC -.1
65.02 F./5
66.92 TC
66.42 AC
66.BJ TC
66.33 AC
2.6:f -10'
66.54 FS
. 0 C.F.
, LANDSCAP/i
.,.
6.71 FS
M TCH EXJS.
1.5::t
8'
I
l
66. 8 S
ST.
17'' 8.5" R~r • :!"
"'" .
' c.:
"' "' 0 1n
_L
2-#3 REBARS
TOP OF PAVEMENT
•'
'N ~'\, •,i of q 4 4 4 q
PRECAST CONCRETE BUMPER
9"
q q =========:.-==~ A.B. OVER COMPACTED
-I
c=~===::::',J ;,,I
4-0"
25.5" SUBGRADE
ROLLED CURB DETAIL
18"x31" THIN
WALL KNOCKOUTS.
SLEDGE OUT AS
REQUIRED.
(TYP. 4 PLACES)
NOT TO SCALE
<
EXTENSION
MODEL NO, C WEIGHT
RS242406 6" 300 LBS.
RS242412 12" 600 LBS.
■ FRAME AND GRATE ASSEMBLY AVALIABLE
IN TRAFFIC OR PEDESTRIAN MODELS.
/
■ FRAME AND SOLID COVER ASSEMBLY AVALIABLE
IN TRAFFIC OR PEDESTRIAN MODELS.
■ DESJGN FOR H-20-44 BRIDGE LOADING.
■ ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN
FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION.
■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION,
CONTACT JENSEN PRECAST.
DATE
#5 REBAR W/ 2'-0" EMBED INTO PAVING
4-0"
,_ __________ _,C-----\' '
"' -~---11---.------+-~-T
EPOXY TO A.C. PAVEMENT
DETAIL@
WHEEL STOP
NOi TO SCALE
DROP INLET
MODEL NO. A 8 *WEIGHT
01242436 36" 42" 1900 LBS.
DI242448 48" 54" 2500 LBS.
*aox ONLY
FRAME AND GRATE
MODEL NO. RATING D WEIGHT
SG2424-DIP PEDESTRIAN1 1/2" 41 LBS.
SG2424-DIT TRAFFIC 3" 120 LBS.
~--FRAME MAY BE CAST
DIRECTLY INTO BOX
(OPTIONAL)
>
OUTSIDE
B HEIGHT
OF BOX
■ ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES
CONFIGURATION: FOR SPECIFIC CONFIGURATION,
CALL JENSEN PRECAST.
24"124"
DRAIN INIET
JEIJ,,!§11.
D12424
8.01
DATE INITIAL
DATE INITIAL DATE INITIAL
0 0
NO. 60934
xp,12/31/16
EN GI NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LEGEND
PfjOPOSED 6' CURB -1.5'
MIRAFI JOMIL GEDTEXnLE
LINER PER GEOTECHNICAL
ENGINEERS RECOMMENDA noNS
WIDTH ~ 10' (OMA 1)
WIDTH VARIES (OMA 2)
1.5'
BIO-RETENTION
PLANTER DETAIL
NOT TO SCALE
f-------{13>------<
8 9 10 11
~,y.'1-1-
¢P
----
------
---0--
-s-
-w-
-G-
77?777
:ii: i I"' :.+!:;::::~:I
AC
AG
BLDG
BS esw
CL
CLF
CLMN
GP
FF
FH
Fl.
FS
GM
LS
LT
NG
OH
SMH
SW
TC
TS
TW
w,\,/
WV
~~~l ------~
(jJ
LEGEND:
1. 80 MIL. PRE-CAST CONCRETE PAVER -SEE HARDSCAPE PLAN FOR MAKE AND SUPPLIER .
2. SINGLE CONTINUOUS LAYER OF MIRAFI FW402 UNDER CONCRETE PAVER AREA.
3. FINISH GRADE.
4. j" RADIUS ON EDGES.
5. CONTINUOUS CONCRETE BAND ALONG PERIMETER PAYERS AT PLANTER AREA -SEE HARDSCAPE SHEET FOR
COLOR AND FINISH.
6. (2) #3 BARS CONTINUOUS CENTERED IN SLAB W1TH #3 TIES 24" O.C .. ALTERNATE DIRECTION EACH TIE.
EXISTING CONTOURS
EXISTING ELEVATIONS
PROPERTY LINE
EASMENT LINE
CHAIN LINK FENCE
SEWER LINE
WATER LINE
GAS LINE
BLOCK WALL
BUILDING
ASPHALT PAVEMENT
ASPHALnC CONCRETE
ABOVE GROUND
BUILDING
BOTTOM OF STEP
BACK OF SIDEWALK
CENTERLINE
CHAIN LINK FENCE
BUILDING COWMN
SURVEY CONTROL POINT
FINISHED FLOOR
FIRE HYDRANT
FLOW LINE
FINISHED SURFACE
GAS METER
LANDSCAPE AREA
LIGHT
NA TVRAL GRADE
STRUCTURE OVERHANG
SEWER MANHOLE
SIDEWALK
TOP OF CURB
TOP OF STEP
TOP OF WALL
WATER METER
WATER VALVE
7. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS
REPORT.
8. 1" BEDDING COURSE OF SHARP NORMAL WEIGHT SCREENING SAND.
9. j" MAXIMUM SAND FILLED JOINT.
10. MINIMUM 12" THICK LAYER OF CLASS II AGGREGATE BASE, MOISTURE CONDITIONED AND COMPACTED TO A
MINIMUM OF 957. COMPACTION -VERIFY WITH GOETECHNICAL SOILS REPORT.
11, ADJACENT CONCRETE PAVING -SEE HARDSCAPE PLAN FOR COLOR, FINISH, AND THICKNESS.
12. I" RADIUS,
13. WIDTH VARIES: 12" WIDE AT STANDARD PAVERS AND 6" AT PERMEABLE PAYERS.
NOTES:
A. VERIFY PAVING THICKNESS, BASE PREPARATION, AND REINFORCING RECOMMENDATIONS WITH REQUIREMENTS
NOTED IN THE GEOTECHNICAL SOILS REPORT PRIOR TO STARTING WORK.
B. PROVIDE PAVER SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PER SPECIFICATIONS.
C. AFTER LAYING CONCRETE PAVERS, PASS VIBRATOR PLATE OVER PAVERS CAUSING SAND TO FILL JOINTS AND
LOCKING PAVERS INTO PLACE. THEN SWEEP SAND OVER THE PAVING STONES AND PASS VIBRATOR PLATE OVER
A SECOND TIME, FORCING SAND INTO JOINTS FROM ABOVE.
DETAIL@
ENHANCED PAVEMENT
JONES, IATES
CONSULTING ENGINEERS
18090 Beach Boulevard -Huntington Beach
California 92648 -(714) 848-0566
e-mail: jca@jonescahl.com
DESIGNED: -SCALE: 1" ~ 20'
DRAWN: C.H. DATE: 1/24/2015
CHECKED: D.R. JOB NO. 14-2102
DIRECTION OFc 4/, / /b
1DATE
11 AS BUIL Tn
t:}u/1 Fe F t
lo-18-1,J
DATE
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
HOEHN AUDI
5425 & 5445 PASEO DEL NORTE
APPROVED:
CllY ENGINl,ffi
OWN BY:
CHKD BY:
RVWD BY:
SECTIONS AND DETAILS CDP 14--10
PROJECT No.
SOP 14-06
DRAWING NO.
485-1A
CJ ~
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