HomeMy WebLinkAboutDWG 408-7D; CT 98-05; DEJONG PROPERTY; 01-07GRADING NOTES
(IN ADDmON TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES All. OTHER PLANS PREVIOUSLY APPROVED BY THE crrr
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF 1HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 1HE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR 01HER ADDITIONAL DOCUMENTS LISTED HEREON AS 1HEY MAY
PERTAIN TO 1HIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE 1HESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE 1HE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO 1HE 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 crrr OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN 1HE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF UABILITY. 1J:I' INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING Of ii. AND A SIZE
CATEGORY OF CIASS VAS ESTABL/SHfD BY "BESTS" KEY RATING GU/DE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM 1HE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF 1HESE P!ANS 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 crrr ENGINEER, NOTED W11HIN 1HE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME 1HE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE crrr ENGINEER.
10. 1HE ORIGINAL DRAWING SHALL BE REVISED TO RffiECT AS-BUILT CONDITIONS
8Y 1H£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 1HE WORK BY THE
CITY.
11. ACCESS FOR FIR£ AND OTHER EMERGENCY VE:HICLES SHALL BE MAINTAINED TO
1HE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
I?, WHERE TRENCHES ARE WITHIN crrr EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL Bf SUBMITTED BY A PROFESSIONAL ENGINEER OF 1HE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 1HE 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 Rf PORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO 1HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER 1HE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE Wl1H THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO 1HE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS Will. BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MffifNG SHAil, BE HELD AT THE S/Tf PRIOR TO THE:
Jm;INNING OF WORK AND SHALL BE ATTENDfD BY All REPRESENTADVfS
.lir$PONSIBLE FOR CONSTRUCTION, INSPECDON. SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WOR~ THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK760) 4JB-JB91 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTTON REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HQUR INSPECTION R£QUEST LINE AT
(760) 438 3891, INSPECTfON REQUESTS MUST BE RECEIVED PRIOR TO 2:00 PM,
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 AU. SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEAL1H STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
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 fflQM THE SHORING sysTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE Pl/lN SHALL BE PREPARED BY A
.REGIS[[RED ENGINEER AT THE CQNJRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
1 B. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE crrr OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. J£.J,NY ARCHA£QLOG/CN. RESOURCES ARE DISCOVERED WfTHIN ANY WORK AREA
.DJ/RING CONS1RUCTION, OPERATIONS WILL C[A5[ IMMEDIATELY. AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT[[ HAS RECEIVED WR/TT£N AUTHORITY FROM THE crrr
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THER£TO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
EAR1HMOVING 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 ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CID'. ENGIN£ER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING....Of
1iORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT. A SITE APPROVED BY THE crrr ENGINEER. THE CONTRACTOR
SHA! L BE RESPONSIBl E 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 8£ GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
PLANNING
ENQNEERINC
5URVEYINC
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
10179 Huenrtekens Street
San Diego, Ca 92121
PH(656)558-4500-FX(656)558-1414
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRAD/NG 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 crrr 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 8£ REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE crrr ENGINEER.
27. ALL SLOPES S/J;4,LL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN .fACH 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. 4DB-7L, 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. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LDAD OF 1,35D. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTA/ STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, fT SHALL BE RfMOVED WITHIN TWENTY FEET OF BUILDING
OR STRffi 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.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE sumCIENTL y
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 UT/LrrY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE 1HE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800) 422-41 JJ
SDG&:E [BOO) 411-7343
PACIFIC BELL ~800~ JI0-2355 ADELPHIA CABLE COMMUNICATIONS 760 931-7000
COX COMMUN/CATIONS 760 599-6060
CITY OF CARLSBAD (STREETS &: STORM DRAIN) (760) 438-2980
CITY OF CARLSBAD [SEWER, WATER &: RECLAIMED WATER) (760) 438-2722
34. PERMIT COMPLIANCE REQUIREMENTS:
A ~'!',' I I F'ri -THE APPLICANT HIRES A CML ENGINEER,
SOILS ENGINEER. AND,t'OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS { 15.16. 120 A.8/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO F1NAL APPROVAL OF A GRADING PERM[[ THE FOLLOWING
RE PORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR { 15. 16. 120 A. I 0/ 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
LffiER FROM crrr ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE RE PORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RE COMMENDATIONS OUTL/NfD IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQU/RtD
TO Bf RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED DEJONG PROPERTY PREPARED BY GEOSOILS, INC,
MARCH 7, 2003, SHALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSCESSORS PARCEL NUMBER 215-080-0 I,
215-080-04, 215-080-22 THE CALIFORNIA COORDINATE INDEX OF THIS
PROJECT IS N 1,986,000 E 6,246,000
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THE'Sf' PLANS WAS Gf'Nf'RATelJ BY PHOTOGRAMETRIC
METHODS FROM INFORMATfON GATHE'Rf'D ON MARCH 0.3, 1986, BY MISSION
AERIAL PHOTOS, INC. TOPOGRAPHY SHOWN Hf'Rf'ON CONFORMS TO NATIONAL
MAP ACCURACY STANDARDS AND DRAWING NO. 408-7B.
REFERENCE DRAWINGS
CITY OF CARLSBAD;
Df'JONG PROPERTY GRADING AND EROSION CONTROL PLAN -DWG /408-78
Df'JONG PROPE'RTY IMPROVE:Mf'NT PLANS -DWG /406-7
OWNERS / PERMITTEES
Kf'YSTONE' COMMUN/Tff'S
5JJ.3 MISSION CENTER ROAD SUITE' .360
SAN Dlf'GO, CA 92108
SHEET INDEX
SHEE'T I
SHEE'T 2
SHEE'T 3-7
TITLE NOTE'S
KEY MAP, NOTE'S 8 DETAILS
PRECISE GRADING PLAN
EARTHWORK QUANTITIES *
CUT:
FILL:
EXPORT
REMEDIAL
1,250 CY 0 CY
1,250 CY
0 CY
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES, AND ARE BASED ON 50
CY/LOT, AS SPECIFIED BY THE CITY.
PRECISE GRADING AND EROSION CONTROL PLANS FOR
DEJONG PROPERTY
PHASE 1 & 2 -LOTS 1-22 & 26 -28
\ \
OWNER'S CERTIFICATE
CITY OF ENCINITAS ,
VICINITY MAP
NOT TO SCALE
CITY OF
SAN MARCOS
-
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
J;:;;7.~ ~Z2-o?f
BY: ~ DATE
SOILS ENGINEER'S CERTIFICATE
I, ROBERT G. CRISMAN, A REGISTERED GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BEIWEEN THE
OATES OF 01/12/98 AND UPDATED ON 03/07/03 BY GEOSOILS, INC .. TWO COMPLETE COPIES OF THE SOILS
REPORTS COMPILED FROM THIS STUDY, WfTH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS ANO CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN TH£ SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN TH£
GRADING _,,fLANS AND SPECIFICAJl(JNS ~
ff/" 1/) ~ j ,1i. I ,, .
ROBERT G. CRISMAN 0~"'° W• S/<£.U Y ,
CEG NO 1934 R,.C.f. ... '11 &S7 DATE
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE' THAT I AM THE ENGINEER OF WORK FOR THIS PROJE'CT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVE'R THE DESIGN OF THE PROJECT AS
DEFINED IN Sf'CTION 6703 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 £NG/NEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJE'CT DESIGN.
FIRM: HUNSAKER a ASSOCIATES LEGEND OF ABBREVIATIONS
ADDRESS: 10179 HUENNEKENS AVE:
CITY, ST.: SAN DIEGO. CA
TELEPHONE: :58/ 558-4500
BY: :j',,tr 1~ ~if-MART IN DATE: -1-r/-t-4,_/o_4~---
P.f'. NO.: RC£ 48670
EXPIRATION DATE: ~6~/=30=/~0=6 _______ _
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHERLY
LINE OF RANCHO AGUA HEDIONDA AS SHOWN ON
MAP NO. 13679, IE. N89"59'33"£
LEGAL DESCRIPTION
LOTS 1-22, 26-2B OF CT 98-05 OF MAP NO. 14636 RECORDED 7/23/03.
TC
GB
BVC
EVC
PVI
BC
EC
HP
LP
TW
BW
RP
FL
FS
ST
RT
N.T.S.
fFB
MVC
GFF
FF
OF
EOP
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
POINT OF INTERSECTION
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
RADIUS POINT
FLOW LINE
FINISHED SURFACE
STREET
RIGHT
NOT TO SCALE
CEMENT TREATED BASE
LEFT
MODIFIED VERTICAL CURVE
GARAGE FINISHED FLOOR
FINISHED FLOOR
DEEPENED FOOTING
EDGE OF PAVEMENT
WORK TO BE DONE
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 COD£.
2.
3.
4.
5.
6.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC.
SOILS AND TESTING, INC. DATED, MARCH 7, 2003.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
7.
8.
COASTAL DEVELOPMENT PERMIT NO. 03-25, DATED MAY 19, 2004.
CITY OF CARLSBAD RESOLUTION NO. 4505, DATED APRIL 7, 1999 AND
RESOLUTION NO. 5252 &: 5253 DATED JULY 17, 2002 ANO
SOP RESOLUTION NO. 5629 DATED MAY 19, 2004.
9. SWPPP WDID NO. 9 375320601 DATED JULY 22, 2003 ,
10. WATER QUALITY TECHNICAL REPORT DATED AUGUST 4, 2003, AMENDED 1N MAY 21, 2004.
LEGEND
DESCRIPTION
DROPPED GARAGES ••
BACKFLOW PREVENTOR REQUIRED •• (SEE NOTE 1 BELOW)
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION (FRONT)
LOT LINE
DEEPENED FOOTINGS ••
WATER LATERAL •••
SEWER LATERAL •••
PLAN NUMBER (R-REVERSE)
LOT NUMBER
4" PVC AREA DRAINAGE PIPE
(SCH 80 UNLESS OTHERWISE NOTED)
6" NOS SPEE-D DRAIN (OR EQUAL)
STREET LIGHT •••
STORM DRAIN ***
EASEMENT
CONCRETE WALK FOR REFERENCE ONLY
GRADE BREAK
CURB OUTLET PER SDRSD D-27
• CITY OF CARLSBAD STANDARDS
•• CONSTRUCTED BY SEPARATE PERMIT
••• PER DWG NO 408-7
NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASTE
SYSTEM IF REQUIRED BY TH£ BUILDING OFFICIAL.
PLANNING DEPARTMENT APPROVAL
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NOTICE TO PROSPECTIVE BUYERS
THE:SE PLANS ARE Tf'CHN/CAL IN NATURE AND
ARE PRODUCED TO BE USED BY WORKMEN IN
ORDER TO PERFORM THEIR WORK IN
CONFORMITY WITH LOCAL LAWS AND GOOD
ENGINEERING PRACTfCES. THE'Y DO NOT
ATTEMPT TO SHOW THE EXACT LOCATION OF
£Vf'RY ITEM WITHIN THE HOUSE AND LOT.
THE'SE PLANS SHOULD NOT BE REL/f'D UPON
FOR THOSE' PURPOSE'S.
KEYSTONE COMMUNITIES
5333 MISSION CENTER RD. SUITE 350
SAN DIEGO, CA 92108
(619) 299-4855
"AS BUILT"
RCE ____ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
1------+---+------------+----+----t--t-----r I sH:ET I c_c __ ir_v_o_F_c_A_R_L_s_e_A_D~ I SH~Ts I _ ENGINEERING DEPARTMENT
ENGINEER OF WORK
RA~tr(~
R.C.E. NO. 48670 EXP. 6/30/06
PRECISE GRADING & EROSION CONTROL PLANS FOR:
DEJONG PROPER1Y
PHASE 1 &2
APPROVED LLOYD 8.
Al,<f.,~a l----+---1----------------t---t---t-----t---J CITY ENGINEE~ RCE
DATE INITIAL
ENGINEER or WORI REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PROJECT NO.
CT98-05 I
DRAWING NO.
. 408-7D
R,\0006 \~eog \PRECISE\Phose 1 \0006PGA01,owg[ 1275JJul-20-2004,Q9156 W.O NO 2419-3
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SPECIAL NOTES 4 .... -.-·--·-----·---·--·---·-----·--.... --.-----------------------------·-·---·--·---·-·--
PROJECT / BOUNDARY
1. SEE TRACT MAP AND EASEMENT PIA TS FOR EASEMENTS, DIMENSIONS AND 10£:NTIFICA TION.
2. PLANS PR£:PAR£:D IN CONFORMANC£: WITH F. H.A. DATA SHEET 798.
J. FRONT, REAR AND SID£ YARD DIMENSIONS SHOWN ±. ARE APPROX/MA TE.
4. SETBACKS ARE MEASURES 1V THE NEAREST VERTICAL PROJ£:CTION.
5. VERIFY LAYOUT AND DIMENSIONS AT JOB SIT£.
6. SE£: £:NG/N£:E:R'S PLANS FOR LOCATION OF UTILIT/£:S.
7. NO DRIVEWAYS SHALL £XC€£D 10% GRADE WITHOUT A 4' VER77CAL CURVE AT GARAGE
AND RIGHT OF WAY.
IJ. PROVIDE GRADING DEPARTMENT CLEARANC€ BEFORE FOUNDA770N INSP£:CTION.
g_ ALL FILL TD 8£: APPROVED COMPACTE:D FILL.
10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD STANDARDS GS-15.
11. CONTRACTOR 1V PROVIDE TEMPORARY SAN/TA 770N FAC/LITIE:S.
12. TH£ ANGLE OF REPOSE IS AN IMAGINARY LIN£ 45 • TO TH£ HORIZONTAL, EXTE:NDING
DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT
INTE:RSECT ANY PART OF AN EXCAVA770N FOR U77L/77£:S, DRAINAGE, ETC.
13. FRONT WALK PER LANDSCAPE PLANS.
14. AU DRIVEWA\'S SHALL 8£ CONSTRUCTED PER SDRSD No. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND
£LEVA770N AT HOUSE LINE UNL£:SS OTHERWISE SHOWN.
16. DURING HOUSE LAYOUT AND BEFORE TR£:NCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT
PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER ANO
ENG/NEE:R BY CONTRACTOR FOR RE:SOLUTION.
17. WALLS AND FENCES AR£ NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
18. ALL PVC DRAIN LIN£:$ SHALL BE 4 • SOLID WALL , SCHEDULE 80 (UNLESS OTHERWISE NOTED),
1% MIN SLOPE.
19. ALL ORA/NAG£: INLETS CONSTRUCTED ON BUILDING PADS SHAU BE NOS 6" SPEE-0 BASIN
OR EQUAL. AU DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHAU
BE BROOKS 01242,i-24• SQUARE CONCRETE: CATCH BASIN WITH METAL GRAT£ OR EOUAL.
20. ALL LOT DRAINAGE SWALES AR£: TO 8£ A MINIMUM OF 1 .0 % SLOPE.
21. ELEVA 770NS ON THIS PIAN SHOWN AS "51. 00 • ARE TRUNCATED IN THE ONE HUNDREDS
PLACE BY JOO.DO. IE. 51.00 • 351.00
22. SETBACKS FDR THIS PROJECT ARE AS FOLLOWS:
FRONT YARDS • 20 FEET
REAR YARDS • TWICE THE REOIJIRED SIDE YARD SETBACK
SIDE YARDS • 10% OF LOT WIDTH
23. SEE SOILS REPORT DATED MARCH 7, 2003, PREPARED BY GEOSO/LS, INC.
24. FOR ROUGH GRADING PLANS AND SPEC/FICATONS SEE CITY OF CARLSBAD DWG. NO. 4-08-78.
25. STREET, CURB, &: PAD ELEVATIONS ARE PER EXIST. PLANS &: SHOULD BE VERIFIED IN TH£
FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER OF WORK
AT (858) 558-4500.
26. FOOTPRINTS AR£ BASED UPON ARCHITECTURAL PLANS DATED 8/19/0J.
27. DRIVEWAY PAVING MATERIAL TO BE 4" P.C.C. MIN.
3
' ' ' ' ' ' ' ' ' ' ' '
----
)
-✓
1
MA ITIME
1 2 G)
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
CD
POINSETTIA LANE
' ' ' ' '
KEY MAP
SCALE: 1 "=100' ------PROJECT BOUNDARY
-----LOT LINES
@ LOT NO.
(ID SHEET NO.
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
PL
28. STREET ADDRESS SHAU BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE.
_,... __ _ -----.......... ----===~ --·---· ----·---·--·---· ' ' '
29. SEWER It. CLEAN-OUTS ARE PER CITY OF CARLSBAD STANDARD DRAWING S-7.
JO. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED
BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTUR£:S ABOVE SUCH ELEVA 770N
SHALL DISCHARGE THROUGH THE BACKWATER VAL VE.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION CONT.
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA 770N SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A.
8.
HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOP£:$ THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STE:EPER
WHEN THEY ARE:
o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET DR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOUOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUC770N OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA770N DIRECTOR AS H/GHL Y
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION 10£:NTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEOIA TE TREATMENT.
HYDROSE£:DED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
2.
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 PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL S\'STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100!/r
COVERAGE.
AREAS SLOPED LE:SS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHAU 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. J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA
d. ,i lbs. PER ACRE OF ACHILLEA MILLEFOLIA
"· J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC,
PLANNING 10179 Huemekens Street
ENGINEERING San Diego, Ca 9!121
SURVEYING PH(B58)558·4500· FX(B58)558-1414
D.
£
2.
h.
i.
J.
LOCA 770NS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
ITEM a OF THIS SUBSECTION MUST BE /NOC ULA TED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGR/CUL TURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
TYPE 1 MULCH APPLIED AT TH£ RATE OF NO LE:SS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STR<IW) MAY BE SUBSTITUTED. AU OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT ML/ST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO nlE SOIL.
J. FER77LIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-D. WITH
15X SULPHUR APPLIED AT TH£ RA TE OF 500 lbs. PER ACRE.
ARDIS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.·
1. ROUGH£:NING TH£ SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
2.
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumCIENTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
CONDl770NING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUS77NG 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.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENT!. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETE:D AND ALL BONOS
RELEASED.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DON WILLIAMSON AT (619) 299-4855
DURING BUSINESS HOURS. AFTER NORMAL BL/SINESS HOURS US£ KEYSTONE
COMMUN/nES EMERGENCY PAGER NUMBER (760) 888-986Z
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 WH£:N R-1/N IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTOR£: ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO TH£ SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL AIJ{J/T/ONAL EROSION CONTROL MEASURES AS A«Y BE
REQUIRED BY TH£ CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN C/RCUMSTANC£:S WHICH MAY ARIS£.
6. THE CONTRACTOR SHALL BE RESPONSIBIL AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHAU
BE INCORPORATED HEREON.
·-----
PROPERTY LINE
HOUSE
4' J' MIN.
4' MIN. HOUSE
1' MIN. -+--HI
F.F.
F.F.
..2JI.
I 5• MIN. If. SWALE
2% MIN. -21!/r MAX. y_j DRIVE:WA APPROAC
SIDE YARD DETAIL
NTS
EROSION CONTROL NOTES CONT.
8. GRADfD ARf)l5 AROUND THE PROJECT PERfMETE,
SLOPE AT TH£ CONCLUSION OF EACH WO
R MUST DRAIN AWAY FROM THE FACE
RKING DAY.
OF
SHALL 8£: IN PLACE AT THE END OF EACH 9. ALL REMOVAIJLE PROTECTIVE DEVICES SHOWN
WORKING DAY WHEN THE FIVE (5) DAY R4
PERCENT (40%). SILT AND OTHER DEBRIS
IN PROBABILITY FORECAST EXCEEDS FORTY
SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
PES FAIL TO PROVIDE EFFECTIVE COVERAGE 11. SHOUW GERMINATION OF HYDROSEEDED SLO
OF GR<IDED SLOPES (90% COVERAGE) PRIOR
STABILIZED BY PUNCH STRAW INSTALLED
THE EROSION AND SEDIMENT CONTROL HAND
TO NOVEMBER 15, THE SLOP£:S SHAU BE
IN ACCORDANCE WITH SECTION 35. 023 OF
BOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
ENGINEER OF WORK
H
~-y~
R• ND L. MARTIN
~.,/~
'DATE
R.C<E. NO. 48670 EXP. 6/30/06
12• MIN'
FIBER ROLL
N.T.S.
5' MIN
5'
ABEi? f?Oll 8 • MIN
WOOD STAKE
3/4" X 3/4" MAX 4'
SPACING
IC
A
PLACE FIBE:R --.__
ROLLS DURING
GRADING OPERATIONS
PL
IC
A C C
NO MOUNDING
IN THIS AREA (TOP OF SLOPE 0.5' MIN MOVE
SWALE & NOT TO EXCEED FINISH PAD ELEV.)
I' MIN. VARIES J' MIN
CURB
NOTE: SIDE SLOPE R<IT/0 VARIES
L L
6" MIN.
21 % MAX-
S£:CTION A-A
N.T.S.
MUDS/LL
EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENCE
HEIGHT AND LOCATION AS NECESSARY
TO COMPLY WITH CITY REQUIREMENTS
4' AND UNO[R ARE 1.5: 1 &:
OVER 4' ARE 2:1.
TYPICAL LOT EROSION CONTROL DETAIL
NTS
S' MIN
VARIES J' MIN VARIES 1 ' MIN
ELEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
DEEPENED FOOTING
WHEN REQ'D
L
SECTION B-B H IN FEET L IN FEET
0-5 (S££ DETAIL AT LE:FT) -
5•-20· 2.5'
?0'-40' s·
OVER 40' 10'
SLOPE ROUNDING DETAIL
(DOES NOT APPLY TO SIDE
SLOPE:S BETW££:N R£:SIDENTIAL
UNITS)
SIGHT DISTANCE TRIANGLf
(2.5' MAX. Hf/GHT OF ANY OBJECTS,
VE:GETA TION, SLOP£ de ETC.)
B
•
n"
F " Fr 14ff
FF FF-iB
SECTION C-C
GFF
PAD
... N/A , .. ,-
4 ... . .. .n
7 ·n
7 l" 4" -10-
OVER 10 • DROP REQUIRES SECOND RISER ONLY UPON APPROVAL OF ARCr!ITECT
TYPICAL GARAGE STEP DETAIL
• ASSUMES 8' PT SLAB SECTION AND APPLIES WITH DOOR TO HOME O REAR OF GAR<IGE
NOT TO SCALE
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
14' VERTICAL CURVE:
I 2n-J" BELOW
6•-a• ABOVE:
STRAIGHT GRADE
---I I
rR:HT GRAD_:, =----,
\_GARAGES -LAB
I
I
_ 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 14%. SLOPES EXCEEDING 14% SHALL
REQUIRE SPECIFIC APPROVAL BY TH£ KEYSTONE COMMUNITIES PROJECT MANAGER.
2) WHEN TH£: MAXIMUM DRIVEWAY SLOPES EXCEEDS 10J!t, INCORPORATE VERTICAL
CURVE TRANSITIONS AS SHOWN. THIS •ROLL" IN THE DRIVEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAK£ THE DRIVE
MORE PLEASING VISUALLY.
DRIVEWAYTl'IANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
NTS
DATE INITIAL DATE INITIAL
ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL
DATE
D
BLDG
PLAN VIEW
FOUNDATION
D
NOTE:
FOOTING DEPTH ON THIS
DETAIL IS DIAGRAMMATIC;
SET PLAN FOR ACTUAL
DEPTHS
~~~-b1 "~M~A-;x=Tr--'' 1_ FOOTING DEPTH
O. I D.F. PER ARCHITECTURAL
•6 ' D.F. DRAWINGS
SECTION D-D
TYPICAL DEEP FOOTING DETAIL
NTS
"AS RIJILT"
DATE RCE EXP.
REVIEWED BY:
INSPECTOR DATE
I SH~ET I I SH~TS I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING & EROSION CONTROL PLANS FOR:
DEJONG PROPERTY
PHASE 1 &2
APPROVED LI.OYD B. HUBBS or
...-c " ~ ~C1• i,I{ 4/~¢o'f.
CITY ENGl~E • R~8£1 EXP.12Z312'.05' ---DATE
DWN BY: , PROJECT NO. DRAWING NO.
INITIAL CHKD BY: e,,,J/1.\· CT98-05 408-7D I ' CITY APPROVAL RVWD BY: t:..!Jl::.
R,\D006\&eng\PRECISE\Phose l\0006PGA02 owg[ 1275JJul-20-20□4,□9,17 W.0 NO 2419-3
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(BSB)SSB-4500 · FX(B58)55e.1414
------11 - -
OPEN SPACE £ASEM£NT
BRUSH MANAG£M£NT ZONE
6'
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/ ,Yt71 -/ 7/4u/44 DATE INITIAL R•v•-ND L. MARTIN I DATE
R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER or WORk
~~~
a 20 40 60
'
SCALE 1'=20'
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I SH~ET I
PRECISE
RCE
REVIEWED BY:
INSPECTOR
,,AS
EXP.
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CITY OF CARLSBAD
ENGINEERING DEPARTMENT
DATE
DATE
I SH~TS I
GRADING & EROSION CONTROL PLANS FDR:
DEJONG PROPERTY
PHASE 1 -LOTS 1, 20 -22
APPROVED LLOYD 8. HUBBS qy . ;(2 I& -~ . --. . ~ ~ p,e1
CITY ENGINEER E 0 •88-EXP.12/31 /0 ___ ·□ATE
~"""
OWN BY:
I
PROJECT NO.
I
DRAWING NO.
CHKD BY: ciljjl-CT98-05 408-7D RVWD BY: ~
R: \ 0006\ &Eng \PRECISE\ MODELS\ 0006PG03. dwg W.O NO 2419-3
\
0 20 40 60 ----
SCALE 1'= 20'
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC.
PLANNING 10179 Huennekens Stre@t
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500 · FX(858)558• 1414
' i I i I
GENERAL UTILITY AND ACCESS EASEMENT PER FINAL MAP
• I.
·..:',~ ..
CPROJECT sou~:_ ______ _
95.24'
' ' ,.·-.....___
'~w'----•
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--FR -FIRE DEPARTMENT REQUIREMENT:
PURSUANT TO UWIC SECTION 505
CLASS 1, /GNtnON RESISTANT
CONSTRUCTION AND UNIFORM FIRE
CODE 2001 EDtnON REQUIREMENTS
SHALL APPLY TO ALL LOTS WITH LESS
THAN 60 FEET FIRE SUPPRESS/ON
ZONES.
"AS BUILT"
RCE __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
I SH~TS I
l----t---+----------------1----+---t----+---t PR[C/5[ GRADING & [ROS/ON CONTROL PLANS FOR:
DEJONG PROPERTY
PHASE 1-LOTS 26-28
,---IEctNiiiG':iltJN~E~ER~onri:'iwNi)o~Ri<°K-------i---+--+----------------1----t---l---t---l APPROVED LLOYD B. HUBBS,dY /4 t< ,a-# JAIi::. .:.n ltf 6/,g,>u ~/~ RAY ND L. t.lARTIN
R.C.E::0.48670 EXP. 6/30/06
1----t---+----------------t----+---t----+---t CITY ENGINWRcii.ia9 EXP.12/31/06 DATE 1/4:£7 I---DA-TE-t-lN-ITI-AL-+----------------1-D-AT-E--+-IN-IT-IA-L-t--DA-TE--+-IN-IT-IA--+L
ENGINEER or woR1 REVISION DESCRIPTION OTHER APPROVAL c1rY APPROVAL
OWN BY:~~~-
CHKD BY· ?Ji•\
RVWD BY: ~
PROJECT NO.
CT98-05
DRAWING NO.
408-7D
R:\0006\&eng\PRECISE\Phuse 1 \0006PGA04.dwg[ 1275JJul-20-2004•09:l 7 W.0 NO 2419-3
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
10179 Huennekens Street
San Diego, Ca 92121
PH(8S8)558•4500· FX(858)5S8•1414
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R.C.E. NO. -48670 EXP. 6/30/06
0 20 40
SCALE 1'=20'
60 "AS BUILT"
DATE RCE EXP.
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPART~ENT
PRECISE GRADING & EROSION CONTROL PLANS FDR:
DEJONG PROPERTY
PHASE 1 -LOTS 2-4 & 17-19
APPROVED LLOYD B. HUBBS.Sr
t---r--+----------1-----1----ii----1---l 4 < r-.rtt:LZ. ~ A ·,(_ 1/;5/,,'(
1
c1TY ENGINEE~c,Ji.¥ -ExP.121J110Y -,r □ATE
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DATE REVISION DESCRIPTION INITIAL DATE INITIAL CHKD BY: 011:i:i. CT98-05
ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY:. 408-7D
R1\DDD6\&eng\PRECISE\.Phuse 1 \0DD6PGA05.dwg[ 1275lJul-2D-2004,□9,17 W.0 NO 2419-J
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/
& ASSOCIATES
SAN DIEGO, INC
10179 Huennekens Street
San Diego, Ca 9Zl21
PH(858)SS8·4S00· FX(8S8)SS8-1414
j
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100' VC 1
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SCALE 1 '= 20'
ENGINEER OF WORK
~-·~.l~~J:._
RAYNO L. MARTIN
R.C.E. NO. 48670 EXP. 6/3D/D6
61.96' 60.31'
I
l! 2:~1 ,,.,
6.J
24.4'
' BUILT" ' "AS '
:1
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i1 DATE
RCE EXP.
REVIEWED BY:
i
' INSPECTOR DATE !
I SH~TS I I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING & EROSION CONTROL PLANS FOR:
DEJONG PROPERTY
PHASE 2 -LOTS 8 -16
APPROVED LLOYD 8. HUBBS ~r • ,4 ~.s;/.-f
/4 I:!. ~ ~• EXP.12/JJLQ..:i: DATE CITY ENGINEER CE ..... G NO
PROJECT NO. DRAWIN • OWN BY, /
CT98-05 408-7D DATE INITIAL CHKD BY· 6'1:', ),l. -i(,~lo4 DATE INITIAL
RVWD BY: (A~
INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DATE DATE
ENGINEER OF WORt
W.O NO 2419 J \PRECISE\MODELS\OOO6PGOJ.dwg --·. R:\OOO6\&Eng
/
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 ltJerrlekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(B58)558-1414
. ::------
°' ., ... · ·::------. . "'--.,.·,
"~"~ '
"--,._, ·,
FOR LOTS 8-16
SEE SHEET 6
I
I
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NO. 45670
EXP, 6/30/06
\
ENGINEER OF WORK
~.L:k''11t,4 ·.
R ONO L. MARTIN , ' DATE
R,C.E. NO. -'8670 EXP. 6/30/06
\
\
0 20 40
SCALE l'=20'
60
RCE ____ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
-----+-------------+----+---+---+--__, I sH~ET I ,c_1r_Y--=-=O=F=C-=A=R""L=s='-'-'s-A_D_, I sH~Ts I _ ENGINEERING DEPARTMENT
PRECISE GRADING & EROSION CONTROL PLANS FOR:
DEJONG PROPERTY
PHASE 2-LOTS 5 -7
APPROVE□ LLOYD B. HUBBS (7)-A d'. -cL:21:. ~_; a i Ji a/.zq.,, 1----+---+----------------t----f-----+---+----t CITY ENGINEERcire'( 238aY EXP.12/31/o5 DATE
t----+---+----------------1----t-----+--+----t
DATE INITIAL
ENGINEER or WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: •
CHKO BY: ~ \,';)
RVWD BY: __
PROJECT NO.
CT98-05
DRAWING NO.
408-70
R: \ 0006\&Eng \ PRECISE\ MODELS\ 0006PG03. dwg W.O NO 2419-3
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