HomeMy WebLinkAboutDWG 420-5D; CT 04-03; LA COSTA RIDGE NEIGHBORHOODS 2.3 & 2.4 NORTH; 01-12GRADING NOTES
(IN ADDlnON 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 ADDITIONAL DOCUMENTS LISTm 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
DISCOVERm 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
CERTIFICATE OF INSURANCE 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 OCCURRENCE OF LIABILITY. T!Jf INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KfY RATING GUIDE,
5. UNLESS EXEMPTED BY SECTION JO 1. (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 COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REV/Sm TO REFlECT AS-BUILT CONDmONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET; (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY 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.
1 J. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
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 CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTHWORK SPEC/FICA TIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHAU BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION INSPECTION. SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHillULE THE MEETING
THROUGH THE PERMIT CLERK (438-1161 ext. 4J2J) AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED ORA WINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24; HOUR INSPECTION REQUEST LINE AT
(760) 438-3891.INSPECTION REQUESTS MUST BE RECENED PRIOR TO 2:00 P.M,
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMIIBNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF 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 ESTABL (SHED BY THE CONSTRUCTION SAFETY ORDERS TITLE B
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
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 OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESQURC[S ARE DISCOVERED WITHIN ANY WORK ARfA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST 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
JiQBK,
22. IMPORT MATERIAL SHALL BE OBTA/Nill FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
2J. 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 Pl.ANS. 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 CONDlnON. 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 IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEmm
WITHIN TEN (10) DAYS OF THE TIME WHEN .fACfj 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. 420-5L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
PRECISE GRADING
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.
LA COST A RIDGE
NEIGHBORH O O D 2.3 & 2 .4 -NORTH
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SOR J5 SOLID WALL PIPE.
J 1. 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 CITY ENGINEER.
J2. 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.
JJ. 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
SOG&E
PACIFIC BELL
ADELPHIA COMMUN/CATIONS
COX COMMUNICATIONS
CITY OF CARLSBAD (STREETS & STORM DRAIN)
CITY OF CARLSBAD (SEWER, WATER & RECLA/MEO WATER)
LEUCADIA WASTEWATER DISTRICT
VALLECITOS WATER DISTRICT
J4. PERMIT COMPLIANCE REQUIREMENTS:
(800)422-4133
(760)480-7647
(800)892-0123
(760)438-7741
(760)806-9809
(760)434-2980
(760)438-2722
(760)753-0155
(760)744-0460
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 STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION 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.
(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 LABO RA TORY 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.
J5. 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.
J6. THE SOILS REPORT TITLED UPDATED GEOTECHNICAL REPORT, VILLAGES OF
IA COSTA -THE RIDGE. NEIGHBORHOOD 2.3 AND 2.4 {NORTH) DATED
JAN. 26, 2006 PREPARED BY GEOCON INCORPORATED SHALL BE
CONSIDERED AS A PART OF THIS PRECISE GRADING PIAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
RESOLUTION NOTES
COMPLIANCE WITH APCD RULES 51 {THE "NUISANCE"' RULE), 52
(PARTICULATE MATTER), AND 54 {DUST AND FUMES) OF THE AIR
QUALITY CHAPTER WOULD EFFECTIVELY Mil/GA TE DUST IMPACTS
GENERA TED DURING GRADING OPERATIONS. THE FOLLOWING MEASURES
ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND
REDUCE CONSTRUCTION RELATED TO AIR POLLUTANTS:
1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL
ROUTES SHALL BE REQUIRED DURING· DRY M'A THER CONDITIONS.
2. ALL UNPAVED AREAS SHALL BE REVEGETA TED ACCORDING TO THE
APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER
GRADING.
,' 3. ALL CONSTRUCT!ON-RELA TED TRAFFIC SHALL BE RESTRICTED TO
ROUTES THAT ARE DUST-CONTROLLED, REDUCED SPEED LIMITS SHALL
BE MAINTAINED FOR ALL HAUL AND CONSTRUCTION VEHICLES.
4. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED DURING PERIODS
OF HIGH WINDS.
5. ALL HEAVY-DUTY, DIESEL POM'RED CONSTRUCTION EQUIPMENT
SHALL BE OPERATED ACCORDING TO MANUFACTURERS SUGGESTED
OPERA TING INSTRUCT/ON (WITH THE FUEL INJECTION TIMING RETARDED
TO RECOMMENDED LEVEL OF NOX EMISSIONS, BUT WHICH WOULD NOT
RESULT IN EXCESSIVE VISIBLE SMOKE EMISSIONS) IN ORDER TO
CONTROL POLLUTANT EMISSIONS.
6 CONSTRUCT/ON EQUIPMENT SHALL BE SUBJECT TO REGULARLY
SCHEDULED MAINTENANCE/TUNE-UPS. AND BE TURNED OFF WHEN
NOT BEING UTILIZED TO A VOID EXCESSIVE IDLING EMISSIONS.
7. THE APPL/CAT/ON OF ARCHITECTURAL GOA TING AND CUT-BACK
ASPHALT SHALL ADHERE TO APCD RULES 67. 9 AND 67. 7, TO
EFFECTIVELY CONTROL OTHER CONSTRUCT/ON-RELATED EMISSIONS
OF AIR POLLUTANTS.
8. THE ENGINEERING DEPARTMENT SHALL MONITOR FOR COMPLIANCE
DURING ALL GRADING OPERATIONS OF THE PROJECT.
PROJECT LOCATION BASIS OF Bl<'AP}Nt!S
CITY OF
SAN MARCOS
\I
VICINITY MAP
NTS
CERTIFICATE
:~~';i~~~R~t;~G~ts;TE~R:ED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO d VER ALL \GRA7JjljG--TY AND ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE.
~-----O'S. z:_ '-(. O(o
DATE
SOILS ENGINEER'S CERTIFICATE
I, SHANE RODACKER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE F/ElO OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY
OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
ON JAN. 26, 2006 7WO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE omcE OF THE CITY ENGINEER. FURTHERMORE,
I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REP RTS OR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SHANE RODACKER
R.C.E. NO. 63291 E?(P. DATE: 6/30/06
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS ANO 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: HUNSAKER & ASSOCIATES
ADDRESS: 10179 HUENNEKENS AvF
CITY. ST.: SAN DIEGO CA
~-M·teb
DATE
TELEB~:!858-~8-4500
BY, -=:..~~£/}»,;±. DATE: ,$('zy/o6
ONO L. MARTIN
P.E. NO.: RC£ 48670
EXPIRATION DATE: ~6~/=3=0/,~0=6~-------
OWNERS / PERMITTEES
SHEA HOMES
9990 MESA RIM ROAD
SAN DIEGO, CA 92121
(858) 526-6546
LEGAL DESCRIPTION
LA COSTA RIDGE NEIGHBORHOODS 2.3 AND 2.4
BEING A SUBDIVISION OF LOTS 222 230 2J 1 AND . .
232, OF THE CITY OF CARLSBAD TRACT NO.
99-04-02, VILLAGES OF LA COSTA -LA COSTA
RIDGE, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA. ACCORDING TO MAP
THEREOF NO. 14BJ8, FILED IN THE OFFICE OF THE
COUNTY RECORDER ON JULY 14, 2004
BENCH MARK
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 397-3. 397-3A.
CITY OF CARLSBAD DRAWINGS 420-SA,420-5.
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
TG TOP OF GRADE
GB GRADE BREAK
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
FL FLOW LINE
FG AN/SHED GRADE
IE INVERT ELEVATION
ST STREET
RT RIGHT
LT LEFT
FS AN/SHED SURFACE
NTS NOT TO SCALE
7W TOP OF WALL
TF TOP OF FOOTING
OF DEEPENED FOOTING
GFF GARAGE FINISHED FLOOR
EARTHWORK QUANTITIES*
CUT:
ALL:
EXPORT.·
IMPORT:
REMEDIAL:
2750 -CY
0 -CY
2750 -CY
0 -CY
0 -CY
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
SHEET INDEX
SHEET I Tl TLE NOTES
SHEET 2 KEY MAP, NOTES B DETAILS
SHEET3-/2 PRECISE GRADING PLAN
~~oFEss,0,v.
THE BASIS OF BEARINGS FOR THIS SURVEY IS DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED /HIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NU/.IBER(S) "K302., 1935" IN CONG. MON. 1,,<l a O L . Ai./< THE CALIFORNIA COORDINATE SYSTEM -1983, 223-721-01. 223-721-02. 223-72I-0J. AND 223-721-04 ~ ~ 1l ~ ZONE VI, 1991. 35 EPOCH, NORTH AMERICAN LOCATION: POINT LIES B,5' EASTERLY OF EASTERN ~ "' C, "1 ,q' - -
DATUM OF 1983 (NAD8J), GRID BEARINGS BERM LINE ON RANCHO SANTA FE ROAD, -.Q;:' z :z:
/HE CALIFORNIA COORDINATE INDEX OF /HIS PROJECT IS 13J' NORTHERLY OF ELECTRIC ~ NO . 4867&'1 ~ BE:TWEEN STATION VWD-3075 AND STATION TRANSMISSION LINE POLE MARKED "., XP. 6/;}0/, ~ ~ N IQ7R E 6268 VWD-J085 AS SAID COORDINATES ARE 1L23011 " AND il.13B25 • AND ~ I. ~ I PUBLISHED IN THE CITY OF CARLSBAD APPROXIMATELY 1.2 MILES NORTHERLY ~)'; -C/y\\ &:,~' IMPORTANT NOTICE SURVEY CONTROL NE:TWORK ESTABLISHED BY OF THE INTERSECTION OF RANCHO l'o,-CAL\~
RECORD OF SURVfY MAP NO. 17271, FILED SANTA FE ROAD AND LA COSTA AVENUE.
SECTION 4216/4217 OF THE GOVERNMENT CODE IN THE OFFICE OF THE SAN DIEGO COUNTY ELEVATION: 5JJ.39 NGVD 29 MSL REQUIRES A 0/GALERT IDENTIFICATION NUMBER BE RECORDER ON FEBRUARY 8, 2002.
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE IE: N 04'55'39" W ENGINEER OF WORK
VALID. FOR YOUR DIGALERT I.D. NUMBER CALL REFERENCED BEARINGS FROM OTHER
~/4nL
UNDERGROUND SERVICE ALERT AT.· DOCUMENTS/DEEDS MAY OR MAY NOT BE IN -3/4y/4 , /\'LA-'! '11\ /7.'5'-BLl/t-T TERMS OF SAID SYSTEM. THE COMBINED 7-11 TOLL FREE 1-800-422-4133 SCALE FACTOR AT STATION VWD-3085 IS ' DATE DATE INITIAL 0. 9999394 70. GRID DISTANCE = GROUND RANDL.MARTIN REVISION DESCRIPTION 7WO WORKING DAYS BEFORE YOU DIG DISTANCE X COMBINED SCALE FACTOR. R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER or WORI
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND
FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, PLANTING
OF PERMANENT LANDSCAPING, AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN
OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS,
REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
THE PRECISE 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 STANDARDS.
3. THIS SET OF PLANS.
IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NO. 5734 . AND NO. ·!t"l.,35
DATED OCTOBER 6, 2004 AND NO. 6008 DATED DECEMBER 21, 2005. 'I
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ,
CONSTRUCTION {GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON
DATED JAN. 26, 2006
,t "' • ' . ' ;. ~*' THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDA8,0S. 1
' l
4.
5.
6.
7.
8.
9.
FINAL PROGRAM EIR 98-07 AND THE MITIGATION MONITORING AND ,REPORTING PROGRAM.
10.
SWPPP WDID 937CJ37173 PREPAREO BY HUNSAKER & ASSOCIATES ,.·
AND DATED OCTOBER 21, 2005.
STORM WATER MANAGEMENT PIAN PREPAREP BY HUNSAKER & ASSOCIATES
DATED SEPTEMBER 27, 2005.
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION; STORMWATER BEST MANAGEMENT
PRACTICE, CONSTRUCTION HANDBOOK AND STATE' OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
fl/~ l"li.NAI/Nt. CONMISfoN /t.ESOU..ff/al ,Jo ,oo" 'l>A'f1il? .f>(i:C, 2.}, 2W5 '
LEGEND
DESCRIPTION
OROPPEQ. GARAGES
' BACKWATER VALVE/SPLIT SYSTEM REQUIRED ,.
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
DEEPENED FOOTINGS
WATER LATERAL•••
SEWER LATERAL•••
PIAN NUMBER {R-REVERSE)
ELEVATION AND COLOR SCHEME
LOT NUMBER
EXISTING RETAINING WALL (PER DWG 420-SA)
STREET NAME SIGN•••
FIRE HYDRANT"**
STREET LIGHT"**
WATER MAIN***
SEWER MAIN•••
STORM DRAIN.,•
EASEMENT
4" PVC AREA DRAIN
6" NDS SPEE-D DRAIN {OR EQUAL)
SIDEWALK UNDERDRAIN (SDRSD D-27)
30" X 30" A/C CONCRETE PAD
UTILITY METERS
GRAVEL BAGS
FIBER ROLLS {SEE DETAIL ON SHEET 2)
• CITY OF CARLSBAD STANDARDS
••• IMPROVEMENTS PER DWG 420-5
** CONSTRUCTED BY SEPARATE PERMIT
NOTE 1: 7WO STORY HOMES MAY HAvF DUAL WASTE
SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL.
SYMBOL
* 00
P=1J7.60
FF=138.J5
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QUANTITY
980 LF
56 EA
140 LF
28 EA
196 EA
980 LF
HUNSAKER
& ASSOCIATES
SAN DIE G O, I NC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH{858)558·4500 · FX(858)558-1414
.
PfjNN~ DEPARTMENT APPROVAL "AS BUILT" -ii rycf2L_ "" __&_ DATE: <f' /f pG o/41,/ (SIGNED)
CitJN NEU 1,4,s'.!ff: PLANNING DIRECTOR
0, / 30 /1/ 2 DATE {J7 , fi I/ DAn i// ,j/o/. RC 4-8(,,70 EXP.
REVIEWED BY: ('olc:fr
~-.C: 8 L/6(11 RECOIIIIENDED BY: .JMuJ ~ff
(PRINT !IAIIE} INSPECTOR (/ 'DATE
I SHlET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 2
PRECISE: GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -NORTH
MODELS, PHASE 1-5 & BUILDOUT
APPROVED GLENN THOMAS f;RUl/.-1~!7 I 1/ ¼ ,,,,,,_.~// --i-'7.½&>.t;
CITY ENGINEER <-l<CE 512 EX 0 09/J0/07 ' DATE
DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD BY, ,Q s:r: CT 04-03 420-SD RVWD BY, 'D!I? OTHER APPROVAL CITY APPROVAL
R:\045 7\8.i:ng\Pre c is e Grud ing\NORT H\MDDEL S AND PHASE 1-4 \04 57PG01.dwg[ :275]1'-\o.r -24 -2006:08:12 W.O NO 61 -443
BIN:
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051206
I ,
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROY MALCSMC AT
(619) 921-3107,
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 IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEER/NG 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 CREATE A HAZARDOUS CONDITION.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
PHASE 1
PROJECT BOUNDARY
7. GRADING PLAN SHALL BE INCORPORATED HEREON. PHASE 5 :s=
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
8. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING
DAY.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
9. THE END OF EACH WORKING OAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM
10. AGGREGRATE.
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
11. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF
CONSERVATION, STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND
IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN
SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED 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:
KEY MAP
SCALE: 1 "=200'
70
~
PROJECT BOUNDARY
LOT LINES
LOT NO.
SHEET NO.
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS
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
IMMEDIATE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED 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 CONVENTION-
AL SYSTEM OF LOW PRECIPITATION 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 IRRIGATION TO THE
CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
.3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL 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:
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 DIMORPHOLECA
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.
OF THE CONTRACTOR.
,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION
2. TYPE 1 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 MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE
RATE 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 SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL 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. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED
AND ALL BONDS RELEASED.
TOP OF
SLOPE
FACE OF
FOOTING
' ' ' ' ' ' ' '
HUNSAKER
)
FACE OF
STRUCTURE
__ , ·--, /'--'-----+-+------.-, ______ ,
& ASSOCIATES
SAN DIEGO, INC
PlANNING 10179 Huemekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX{858)558·1414
TOE OF
SLOPE
' ' __ , '--, /'-----,---, ______ ,
H/2 BUT NEED NOT EXCEED 15 FT.
H/3 BUT NEED NOT
EXCEED 40 FT.
SETBACK DIMENSIONS N.T.S.
H
OPE~ SPH:E "'
-, PHASE 4
200 200 400 800
SCALE 1 "~ 200"
[[
SET BACKS ---1
PER PLAN A
PL 8
~1 ;I B~1 7_ IX
✓--r--MIN. ~
I ( ~i I ' ::; ~ ~ 6: SET BACKS
I <---+-PER PLAN
?·
I A C C
NO MOUNDING
PL VARIES
5' MIN
1' MIN. 3' MIN*
6" MIN.
IN THIS AREA (TOP OF SLOPE 0.5' MIN ABOVE
SWALE & NOT TO EXCEED FINISH PAD ELEV.)
• 5' TYPICAL UNLESS
OTHERWISE NOTED
DEEPENED FOOTING
WHEN REQ'D
(SEE DETAIL BELOW)
NOTE: WALKWAYS ARE FOR REFERENCE ONLY
AND NOT TO BE CONSTRUCTED
PER THIS PRECISE GRADING PLAN
NOTE: SURFACE WATER TO DRAIN AWAY
FROM THE BUILDING.
NOTE: SIDE SLOPE RATIO VARIES
4' AND UNDER ARE 1.5:1 &
OVER 4' ARE 2:1.
TYPICAL LOT EROSION CONTROL DETAIL
2• MIN
4• MAX
12" MIN'
N.T.S.
FIBER ROLL 8" MIN
WOOD STAKE
3/4"x3/4" MAX
4' SPACING
FIBER ROLL
N.T.S.
6"-8" ABOVE
STRAIGHT GRADE
GARAGE SLAB
I
4'
SECTION B-B
5' MIN
J' MIN*
DEEPENED FOOTING
WHEN REQ'D
(SEE DETAIL BELOW)
SECTION C-C
N.T.S.
SECTION A-A
N.T.S.
EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENCE
HEIGHT AND LOCATION AS NECESSARY
TO COMPLY WITH CITY REQUIREMENTS
EXISTING GROUND SURFACE
1 ' MIN
H IN FEET L IN FEET
0'-5' -
5'-20' 2.5'
20'-40' 5'
OVER 40' 10'
SLOPE ROUNDING DETAIL
(DOES NOT APPLY TO SIDE
SLOPES BETWEEN RESIDENTIAL
UNITS)
PL
• 5' TYPICAL UNLESS
OTHERWISE NOTED
GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT PIA TS FOR EASEMENTS, DIMENSIONS AND /DENT/FICA T/ON.
DRIVEWAY APPROACH
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
3. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ± ARE APPROXIMATE.
4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION.
5. VERIFY lA YOUT AND DIMENSIONS AT JOB SITE.
6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES.
7. NO DRIVEWAYS SHALL EXCEED 10X GRADE WITHOUT A 4' VERnCAL CURVE AT GARAGE
AND RIGHT OF WAY. (SEE DETAIL RIGHT)
8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION.
9. ALL FILL TO BE APPROVED COMPACTED FILL.
10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD.
11. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES.
12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45. TO THE HORIZONTAL, EXTENDING
DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT
INTERSECT ANY PART OF AN EXCAVATION FOR UTILITIES, DRNNAGE, ETC.
13. FRONT WALK PER LANDSCAPE PLANS.
14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND
ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN.
16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT
PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND
CONTRACTOR FOR RESOLUTION.
17. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
18. ALL PVC DRAIN LINES SHALL BE 4• SOLID WALL (UNLESS OTHERWISE NOTED),
SCHEDULE 80, 1 X MIN SLOPE.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BASIN
OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL
BE BROOKS Dl2424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0 X SLOPE.
21. ELEVATIONS ON THIS PLAN SHOWN AS "51 .00" ARE TRUNCATED IN THE ONE HUNDREDS
PLACE BY 500. 00 AS APPLICABLE. IE. 51. 00 = 551. 00
22. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS:
FRONT YARDS = 15 FEET
REAR YARDS 15 FEET
SIDE YARDS = 5 FEET
23. THE SOILS REPORT TITLED UPDATED GEOTECHNICAL REPORT, VILLAGES OF LA COSTA -
THE RIDGE, NEIGHBORHOOD 2.3 AND 2.4 (NORTH) DATED JUNE 9, 2005 PREPARED BY
GEOCON INCORPORATED SHALL BE CONSIDERED AS A PART OF THIS PRECISE GRADING
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
24. FOR ROUGH GRADING PLANS AND SPECIFICATONS SEE CITY OF CARLSBAD DWG. NO . 420-5A.
IN THE 25. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS & SHOULD BE VERIFIED
FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER 0 F WORK
AT (858) 558-4500.
26. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED 10/04/05.
27. DRIVEWAY PAVING MATERIAL TO BE 4" P.C.C. MIN.
28. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE.
29. SEWER If. CLEAN-OUTS ARE PER VWD.
30. AN APPROVED BACKWATER VAL VE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTU
BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE
RES LOCATED
SUCH ELEVATION
SHALL DISCHARGE THROUGH THE BACKWATER VAL VE. \'~onss,0~ «"" o"-u L . Ai~~<<"
~~ ,,Ai
~ "{" --_Q:: %::z:
~ NO . 4867~ ~ ~ XP. 6/30/, :'
,,, /.Z ,,. ~ ~~ ~ f'1yl\ -;,t'
t"OF C.&.L\l
ENGINEER OF WORK
~~~LP%d
~D L. t.1ARTIN
R.C.E. NO. 48670 EXP. 6/30/06
_ STRAIGHT GRADE FROM BACK OF ------DRIVEWAY APPROACH TO GARAGE SLAB.
NOTE:
1) THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER OR STEEPER
SIDE OF THE DRIVEWAY, SHALL BE 14X. SLOPES EXCEEDING 14X SHALL
REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER.
2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 1DX, INCORPORATE
TRANSITIONS AS SHOWN ABOVE. THIS "ROLL• IN THE DRIVEWAY IS INTENDED
TO HELP A VOID BOTTOMING BY LONGER VEHICLES AND TO MAKE
THE DRIVEWAY MORE PLEASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCE EDING 12% SLOPE
PAD
N.T.S.
SIGHT DISTANCE TRIANGLE (2.5' MAX. HEIGHT OF
ANY OBJECTS, VEGETATION, SLOPE & AS
MEASURED FROM ROAD SURFACE)
PCR
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
>~r/2, 7-// RLM 1!\ AS-R!//c-T
DATE INITIAL DATE INITIAL DATE REVISION DESCRIPTION ENGINEER or WOR, OTHER APPROVAL
BLDG
D
I
PLAN VIEW
FOUNDATION
D
j NOTE:
DEEPENED FOOTING
DEPTH ON THIS DETAIL
IS DIAGRAMMATIC; SEE
PLAN FOR ACTUAL
DEPTHS
=---: C .6' D.F. 1 % MAX
L 2.0' MINIMUM
FOOTING DEPTH
SECTION D-D
N.T.S.
(PER ARCHITECTURAL
DRAWINGS)
TYPICAL DEEP FOOTING DETAIL
N.T.S.
"AS BUILT" Q ~ y ,4_ ~/;,(;;
RCEt1-8,:,, 70
.
DATE
EXP. c,, /3:?ft.2
REVIEWED BY: ---/.r.:/2.,. 'b"' 8/2?/II ~ . INSPECTOR --DATE
Lill I SH2ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT 2
PRECISE GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -NORTH
MODELS, PHASE 1-5 & BUILDOUT
APPROVED GLENN THOMA'.;, PRIJI M /JY
A -' · 4, ~ . 'fMov
CITY ENGINEEIV RCE 5~/4 EXP 09/.30/07 DATE
DWN BY, PROJECT NO. DRAWING NO.
DATE INITIAL CHKD BY: ~<,:S: CT 04-03 420-SD RVWD BY, l2 f:L CITY APPROVAL
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HUNSAKER
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SAN DIEGO, INC.
10179 Huemekens Street
San Diego, Ca 92121
PH{858)558-4500· FX(858)558-1414
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ENGINEERING DEPARTMENT ~
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DATE INITIAL DATE INITIAL
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PROJECT NO.
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HUNSAKER
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10179 HuerTiekens Street
San Diego, Ca 92121
PH(858)558-4500· FX(858)558-1414
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DATE INITIAL DATE INITIAL
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RA~~aL
R.C.E. NO. 48670 EXP. 6/30/06
Jir/o r:, 7-// ""'L.-Yl 111\ A£-AV/l T
DATE INITIAL DATE
ENGINEER OF WORI REVISION
"AS BUILT"
,~~&t.Y4~ f'/4/4
RCE '1-86 70 EXP. cf /..3o t'/:,_ DATE
REVIEWED BY:
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~ CITY OF CARLSBAD urJ 0 ENGINEERING DEPARTMENT 2
PRECISE GRADING:
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CITY ENGINEE~CE517 4 EXP 09/30/07 7 DATE
DWN BY: PROJECT NO . DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: 12.~ DESCRIPTION RVWD BY: ::2flL CT 04-03 420-SD
OTHER APPROVAL CITY APPROVAL
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60 ENGINEER OF WORK
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RANDLMARTIN DATE
R.C.E. ND. "48670 EXP. 6/30/06
"AS BUILT" µy~ ;/4/4
RCE 1-8fo7o EXP. G/3o /;;i_ DATE
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R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
"AS BUILT"
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RCE '1-f3II, 70 EXP. {',;, / 3o //2 DATE
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