HomeMy WebLinkAboutDWG 405-4C; CT 01-06; RAVINIA AT CALAVERA HILLS VILLAGE X; 01-15GRADING 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 ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE 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. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUID£
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 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 REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL 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.
13. 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 OP· 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 WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL Rl;PRESENTATNES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION TESTING AND ALL
OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPFCT/ON REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WIU BE
MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT
(760) 438-3897. INSPECTION REQUESTS 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 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 SUBM/mNG
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 ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CAc 1FORNIA ADMINJSTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENS£ A COPY OF THE OSHA
EXCAV1-<11C1, 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 APPL/CAT/ON FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION. OPERATIONS WILL CEASE IMMEDJATELY. AND THE
PERM!TTEE 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 OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION 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
CITY ENGINEER FOR APPROVAL TWO FULL WORKING &\YS 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. THE CONTRACTOR
SHAU 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 SPECIFICALLY NOTED ON THE PLAN.
HUNSAKER
& AS SOCIA TES
SAN DIEGO, 11\C.
PLANNING 10179 Huennekens Street
ENCINEERfNG San Diego, Ca 92721
SURVEYING PH(BSB)SSB•4500· FX(BSB)558-1414
PLANNING DEPARTMENT APPROVAL
~M,X.i,:I;~~~-DATE: 10.
M . DIRECTOR
'Jb~Y t'.. -~,-J DATE: ,a
(SIGNED)
RECOMMENDED BY:~ '-· 9-.i !)E_D t,) T
(PRINT NAME)
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 SLOP£
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 IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEOED
WITHIN TEN (10) DAYS OF THE TIME WHEN J;M;/:f 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. 390-BL, 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 IRRIGATION 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-LOAD OF 1,350. 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 ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIP£
31. 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.
32. 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.
33. 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 1-800-422-4133
SDG&E (619) 696-2000
PACIFIC BELL 1-800-750-2355
ADELPHIA CABLEVISION 1-800-626-6299
CITY OF CARLSBAD(STREETS & STORM E(Ml/1) 267-3777
CARLSBAD MUNICIPAL WATER DISTRICT (760) 839-4681
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROUED GRADING THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/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.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY 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.
35. 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.
36. THE SOILS REPORT TITLED, "UPDATE OF GEOTECHN!CAL REPORT, CALAVERA
HILLS, VILLAGE 'X', CITY OF CARLSBAD, CALIFORNIA", DATED OCTOBER 22,
1999, PREPARED BY GEOSOILS, INC. SHALL BE CONSIDERED AS A PART OF
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH
THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS
REPORT.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NO. 168-280-49
THE CALIFORNIA COORDINATE INDEX FOR THIS PROJECT IS N 366 £ 1677
SOURCE OF TOPOGRAPHY
PER ROUGH GRADING OWG. NO. 405-4-A
REFERENCE DRAWINGS
390-9
390-9A
405-4
405-4A
405-4
WDID/9-375317517
BASIS OF BEARINGS
THE BASIS OF BEARING FOR THIS SURVEY
IS THE SOUTHERLY LINE OF R.O.S. 16661.
I.E.: NORTH 89'25'37" WEST.
T,E<:.END OF ABBREVIATIONS
TC TOP OF CURB
GB GRADE BREAK
BVC BEGIN VERTICAL CURVE
EVC END VERTICAL CUR'VE
Pvt POINT OF INTERSECTION
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
FL FLOW LINE
FS FINISHED SURFACE
ST STREET
RT RIGHT
LT LEFT
TW TOP OF WALL
BW BOTTOM OF WALL
RP RADIUS POINT
N. T.S. NOT TO SCALE
CTB CEMENT TREATED BASE
MVC MODIFIED VERTICAL CURVE
GF GARAGE FINISHED FLOOR
FF FINISHED FLOOR
OF DEEPENED FOOTING
EOP EDGE OF PAVEMENT
TB TOP OF BERM
PROJECT
SITE
VICINITY MAP
NOT TO SCALE
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. ?:)-f~ H~PROJE:CT MANAGER 7. J'. DATE
SOILS ENGINEER'S CERTIFICATE
I, DAVID SKELLY, A REGISTERED CIVIL ENGINEER 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 BY ME OR UNDER MY DIRECTION
ON THE DATE OF OCTOBER 22. 1999. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM
THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE. I HA'VE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
GRADING. P. ,, s AND ;;.Ec~tFi.'/CATI. o:: ... •.i,°/ .. ·· . ~ u--/{)r cy
SIGNATURE DATE
EXP. DATE: DECEMBER 31, 2007
RCE 47857
"DF.CI.ARATION OF RESPONSJRIE 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 AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECfFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY
RESPONSIBIUTIES FOR PROJECT DESIGN.
FIRM: HIINSAKFR & ASSQCJATFS
ADDRESS: 10179 HUENNEKENS AVE
CITY, ST.: ')Ahl QIEC.Q CA
TELEP~,£-(858) ,558-~
BY:_.,,. ~~
RAYMOND L. MARTIN
P.E. NO.: RCE 48670
EXPIRATION DATE: ~q,,,,/.~3,,.Q.wlD...,6,..._ ______ _
OWNERS I PERMJTTEES
RA VIN/A MCMILLIN LLC
2727 HOOVER AV£
NATIONAL CITY, CA. 91950
(619) 477-4170
LEGAL DESCRIPTION
MAP NO. 14706
RECORDED 10/29/03
SOILS ENGINEER
GEOTECHNICS, INC.
9245 ACTIVITY ROAD, STE. 103
SAN DIEGO, CA. 92126
(858) 536-1000
SHEET INDEX EARTHWORK QUANTITIES (CUT/FILL)*
SHEET 1 ...... TITLE NOTES
SHEET 2 ...... KEY MAP & NOTES
SHEET 3 ...... MODELS (LOTS 43, 44 & 45) ............................. 150 CY
(n $/IEET 4-.... fWASE I (LOTS 4-"l-52 ( /1£J"'/l5) ................ 5()() CY
&BHcET 5 .... RcC LOT 1/7 ............... • .................. 150 CY
oHE.e.To (,+1 ..... f'H;,6E. 2.. (U>fo st,-~,, "tl-"!S +"!O-ico) ..... (,!;O c.,'(
:'.:lHE:E.T e, ........ FI-\AoE. ::>(LOfo e,r:, 1'0 + 101-100) .......... "'50 c(
~To "t -1-10 .... FH,>OE. 4 (LDTo 1-b, 5b-l.l. 1 "!£, +"1'1) ........ '1'10 c.y =, 11 ......... F14A<:x:: 5(1.L>f'o -'1-12..,-1-&,-0'I) ............ c..oocr
6J..le.e.T IL ....... ~= l, (L.OTo l!>-lb -1-,o-·u.) ............ <,,Soc..'(
ol-tt. T lb ....... FHA= '7 ( L.oTo !"I -Z..7 +-"1'1-b0) ........... l-50 C.,'( ~eer 1<1-....... Fl-1= e, c LOTo U>-!>4, e1-b4, 1= +-10,) .. u&:> c..Y
Ol-\eE.T 15 ......• f'l-!Aoc. "t (LOTo ?>'5-42..,4l--46, 100 + 104) ... l..6o c.'(
* ~ITll:-0 oHOIJµ L,,f!. 0 IU::.. oU :-( L:
AUO /l,f!e. l,.IOT Wee. LbED ~ OIOPfUC<,
~ Of'!. op..ey_ ~ooeb, .AWD ~
0,...-bE.O OIJ 6o c.Y/L.Of', .A.b ofl:C,!Flf:D lbY
T1-e c.rrY.
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GP.AD/NG,
DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AMD
PREPARATION OF AS-BUILT GRADING Pl.ANS, AS-BUILT GEOLOGIC MAPS ANO RlcPORTS, ALL AS SHOWN OR
REQUIRED ON THIS SIT OF PLANS ANO THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS,
RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. '
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CU,'?RENT
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.
4. CITY OF CARLSBAD PLANNING COMMISION RESOLUTION NO. 5307 & 5308 AND CITY COUNCIL
RESOLUTION NO. 2002-368.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). . •
6. SOILS REPORT AND RECOMMENDATIONS BY GEOSOILS, INC. DATED OCTOBER 22, 1999, TITLED UPDATE
OF GEOTECHNICAL REPORT, CAL.AVERA HILLS VILLAGE 'X', CITY OF CARLSBAD, CALIFORNIA.•
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF
CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 10-16-02, RESOLUTION NO. 5307.
9. SWPPP W0/0 NO. 937S-317517
10. SWMP DATED B-21-03.
LEGEND
DESCRIPTION
BACKFLOW PREVENTER REQUIRED **
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION (FRONT)
DEEPENED FOOTINGS**
WATER LATERAL*-
SEWER LATERAL***
PLAN NUMBER (R-REVERSE)
LOT NUMBER
ENHANCED SIDE ELEVATION **
STD. DWG.
(SEE ARCHITECT/JAL PLANS FOR ENHANCED
ELEVATION TREATMENTS)
ENHANCED REAR ELEVATION **
(SEE ARCH!TECTUAL PLANS FOR ENHANCED
ELEVATION TREATMENTS}
UTILITY SERVICE LOCATION (HOUSE) **
PROPOSED UTILITY SERVICE LOCATION **
DECK DRAIN (SEE DETAIL@ , DWG. 405-4L)
LANDSCAPE AREA DRAIN (SEE DETAIL@ , OWG. 405-4L)
AREA DRAIN CLEANOUT SDRSD 5-3
4" PVC DRAIN
SPECIAL VIEW WALL **
(3' MASONRY W/3' INCLINED GLASS)
5' WOOD FENCE**
5' STEEL VIEW FENCE**
5' SOLID MASONRY WALL.,,-(UNLESS OTHERWISE SHOWN)
STREET TREE *""'*
16" X 16" PILASTER **
RETAINING WALL**
FIBER ROLLS (SEE DETAJL ON SHEET 2)
PROPERTY CORNER
SIDEWALK UNDERDRAIN***
STREET NAME SIGN***
FIRE HYDRANT***
STREET LIGHT"**
WATER MAIN***
SEWER MAIN...,*
STORM DRAIN CENTERLINE***
RECLAIMED WATER CENTERLINE***
EASEMENT
SDG&E ELEC. HAND HOLE**
SOG&E £LEG. TRANSFORMER **
PACIFIC BELL PEDESTAL**
CONCRETE STOOP**
30" X 30" A/C CONCRETE PAD**
DROPPED GARAGE FINISHED FLOOR**
ACCESS RIGHTS WAIVED PER FINAL MAP
* CITY OF CARLSBAD STANDARDS
** CONSTRUCTED BY SEPARATE PERMIT
*** PER DWG 405-4 **** PER DWG 405-4L
SYMBOL
IBEl
P=440.7
FF=441.4
GFF=440.7
iA
83
@
------IBI
-----8
==:0
---0---0---0--
0
Ill
00000
0
lll-4MI
o-----{)
I I
™ ////////
I SHiET I CITY OF CARLSBAD' I sHps I
ENGINEER/NG DEPARTMENT . ti
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
"AS BUILT" BENCH MARK RAVINIA at CALA VERA HILLS n
DESCRIPTION: STANDARD M-10 STREET VILLAGE "X"
CENTERLINE WELL MONUMENT ENGINEER OF WORK . AP?ROVED LLOYD B. HUBBS ;JY LOCATION: CENTERLINE OF EL CAMINO REAL AT RLM 1£"' K£W5/f Ptltlt. 8lPtit .• #tlP. t'VKiJ I 6Ull'c/f 7-t.'!-t>~ v'./ n / ~ ,, J: /? ,A_;.:..,..1'_;..t>&~,... b/,.,f/v4 DATE 5·13·0· I~ .,_, '"/4 ~/ ,/o/4Y RCE EXP. ENGINEER'S STATION 454+92 PER I /28/05 l'Q.M i)_,'OQ f'I.IAoeb Z..-"I ( LD1"o 1--4.z.,-'ll.,--te,+"'!:l-lO'I 2-/8451 , ¥/ CITY ENG/Nl"ER RGe 23869 EXP•-,,1=...,1_1u5 I 1-·7 DAJE
REVIEWED BY: R.S. 1800-1 8/.2.•/,;4-RL.M f\ ,J/1/'! /iWASE !Ct.ors 4"!-52-f //0·/{5}/REC l.OT /17 "I-'1-ex ,.. ~ ~ _..w'II .,7v /'),. OWN BY: BW PROJECT NO. DRAWING NO. RECORDED: COUNTY BENCH LEVELS (NO. NO L. MAR/IN 7r5ATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ffe« C. T. 01-06 405-4C COUNTY VERT. CONTROL DA TA) REVISION DESCRIPTION NO 48670 EXP. 6/30/06 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
INSPECTOR DATE ELEVATION: 68.479 DATUM: NGVD OF 1929
R:\0370\&Eng \Precise Grading\ VILLAGE X\Models\0370XPG01.dwg[ 127~]Jun-09 -2004: 17:07 W.0. No. 1941-96
l..---•
0421
-c,,
I
TOP WALL
ELEVATION
SHOWN ON PLAN----~ GROUND SURFACE
3" MIN.
RETAINING WALL
DRAINAGE DETAIL
3" MIN.c
RETAINING WALL---1
RODENT CAP
FLUSH W/WALL
NOT TO SCALE
2
I 1' GROUND SURFACE
FINISHED GRADE
COMPACTED FIL -_-_-_-_-_ 6" MIN.
4" (MIN) DIAMETER PVC PIPE
(SCHEDULE 40 OR EQUIVALENT).
USE TEE & ELBOW IF REXJ'O TO
SET CAP ABOVE FINISH GRAD£ ,-<-c-,--,-F~4c
3" MIN. m WALL FOOTING rr!Mr
1=111,-,_====~EIII' '=II = ll=IISIElll=llEII.EI'
·~ 1 ''=I I l=ll!;-111=1 I El I 1=1'
-., CCCI I El Ip ,,-NOT£: INSTALL SECONDARY
DRAIN OUTLET AT LOW ENO OF
ALL RETAINING WALLS
RETAINING WALL SECONDARY
DRAIN OUTLET
NOT ro SCALE
3" MIN.
BEGIN MEMBRANE 4• ;.-+-+--¥""
BELOW FINISH GRADE. -"s--------,-1
RETAINING WALL-----!
r=
GROUND SURFACE
WAWi' RES/STANT MEMBRANE
CASE #1: DAMPROOANG I
I
I
(USED FOR NON-STUCCO WALL LESS
THAN 2' IN HEIGHT) APPLY 2 COATS
(APOC) EMULSIFIED ASPHALT
I
I
I
IQ
L
WALL FOOTING
ANO BACKFILL OPERATIONS
CASE /2· WA7FR PROOANG
(USED IN ALL STUCCO WALLS & WALLS
GREATER THAN 2' IN HEIGHT)
1) 4 COATS (APOC} EMULSIFIED ASPHALT
2) 1 PLY YFLLOW JACKET (FIBERGLASS}
INSTAllAVON: APPLY 2 COATS OF
ASPHALT TO WALL. PLACE PIBERGLASS
ANO APPLY REMAINING TWO COATS
OF ASPHALT.
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROT£CTING
WATER RESISTANT MEMBRANE DURING DRAIN INSTALLATION
ANO BACKFILL OPERATIONS
RETAINING WALL
WATER RESISTANCE DETAIL
NOT TO SCALE P.C.C. WALK
KEY MAP LEGEND
PROJECT BOUNDARY
LOT LINE
EASEMENT
STREET NAME
LOT NUMBER
PHASE NUMBER
COLLEGE BLVD.
13
124
GENERAL PLAN
OPEN SPACE
122
HOA
OPEN
I
I
I
123
HOA
/ OPEN SPACE
86
85
84
3
f'HAoE.b
~-1ee.:r 14
--119
\ HOA
OPEN
SPACE
\
---120
107 108 48 47 46
CRATER RIM ROAD g
3 34f353637 38 39 40 41
KEY MAP
SCALE: 1" = 150'
f"I..IA-t:E. .,
~1:.e:r 1s
HOA
OPEN SPACE
___.;e-.---~pHASE 1
SIIEET 4-
\
..A----../?EC LOT
SHEET 5
----MODELS .SMEET.3
B
PL
~1 B ~1
1%
11~ MIN. ~ 1i: ;ii ~~ 1[ ::,,
I A A .5
Ml • C ~ -
CUR?
4' MIN.
8" MIN. MUDS/LL
SECTION A-A
4'
_ 6" BERM TO 8£ MAINTAINED
, ~~1 DURING ROUGH GRADING <0 I
C I% MIN
:z:1
SECTION 8-8
NO MOUNDING
IN THIS AREA {TOP OF SLOP£ 0.5' MIN ABOVE
SWALE & NOT TO EXCEED FINISH PAD ELEV.)
PLACE FIBER
ROLLS DURING
GRADING OPERATIONS
• .. : .
4'
5'
1'
BLOG PAD £LEV.
' '2: <0 ':ii
TYPICAL LOT PLOTTING DETAIL ELEV. MUST 8£ EQUAL
TO BLOG. PAD ELEV. OR
HIGHER N.T.S.
100 MM M4X.
SEDIMENT
ROLL
+-,--~
300 MM
MIN.
FIBER ROLL
N.T.S.
WOOD STAKE
18MM X 19MM
-WIX 1.2M
SPACING
*ALLOW 6" FROM PROPERTY LINE
C/L OF FENCE
TO P/L
DEEPENED FOOTING
WHEN REQ'O
SECTION C-C
r--4--0'~ 140' 140' r-=_4_0_' __,.----, --~ FENCE
HOUSE 1° MIN.
4' MIN.
PLAN 1A
DIMENSIONS
PER PLAN ,.,
(TYPICAL) "' x·
LAYOUT POINT
-~-DIMENSIONS PER PLAN
ROW
£)<15TING
SIDEWALK
(TYPICAL)
GARAGE
.---~JOINTS TO MEET IN
£VERY INSTANCE
CURB UN£
.,.-c:.:=-ALLOWABL£* DISTANCE
R/W UN£
4' MIN.
I' MIN.
F.F.
PLAN 1ZA PLAN 2A PLAN 2AX PLAN JA
"' "' "' 0, .; ,., "' -"' "' "' LAYOUT POINT LAYOl.ff POINT IAYIJIJT POINT
IAYIJIJT POINT 6" MIN. !f_ SWALE
--------2% MIN. -21% MAX.
SIDE YARD DETAIL
NOT TO SCALE
TYPICAL BUILDING FOOTPRINTS
NOT TO SCAL£
*NOTE:
ORIVEWAY APPROACH
ORIVEWAY.S SHALL BE "CHALKED" IN THE FIEW AT LAYOUT.
ANY DISTANCE OVER 1.0' SHALL BE BROUGHT TO THE
ATTFNTION OF THE PROJECT MANAGER WHO SHALL DETERMINE
THE ALLOWABLE DISTANCE. THIS t:JETERMfNATION SHALL BE
MADE PRIOR TO BEGINNING ANY HOUSE CONSTRUCTION.
14• TRANSITION
6"-8" ABOVE
STRAIGHT GRADE
--r---
GARAGE SLAB
NOTE:
1) TH£ MAXIMUM ORM:WAY SLOPE, MEASURED ON THE LOWER OR STEEPER
SIDE OF THE DRIVEWAY, SHALL BE 14%.
2) WHEN THE MAXIMUM ORM:WAY SLOPES EXCEEIJS 12%, INCORPORAT£
TRANSITIONS AS SHOWN LEFT. THIS "ROLL" IN THE ORM:WAY IS INTENDED
TO HELP AVO/fJ BOTTOMING BY LONGER VEHICLES ANO TO MAKE
THE DRIVEWAY MOR£ PLEASING VISUALLY.
3) SEE ARCHJTECTUAL FOR ENHANCED REAR ELEVATION DETAILS.
ALL LOl'S THAT AliJUTT COLLEGE NEED ENHANCED REAR ELEVATIONS.
STRAIGHT GRADE FROM BACK OF -----= DRIVEWAY APPROACH TO GARAGE SLAB.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 12% SLOPE
NOT TO SCALE
HOUSE
F.F.
NOTE:
1. FOR ROUGH GRADING PLANS AND SPECIFICATONS
SEE CITY OF CARLSBAD OWG. NO. 405-4A
2. STREET, CURB, & PAO ELEVATIONS AR£ PER
EXIST. PLANS & SHOULD 8£ VERIFIED IN THE
FIELD. IF ACTUAL ELEVATIONS VARY FROM
THO$_£ SHOWN, NOTIFY THE ENGINEER OF WORK
AT (858} 558-4.500
3. FOOTPRINTS ARE BASED UPON ARCHITECTURAL
PLANS DATED 10-15-2003.
4. DRIVEWAY PAVING MATERIAL TO BE 4"
P.C.C. MIN.
5, STREET ADDRESS SHALL 8£ LOCATED ON BUILDING
EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE.
6. SEWER ,r_ CLEAN-OUTS ARE PER CITY OF C/Tr OF
CARI.SBAD STANDARD DRAWING 5-7
7. AN APPROVED BACKWATER VALVE IS REQU/REO FOR
DRAINAGE PIPING SERVING FIXTURES LOCATED
BELOW THE ELEVATION OF THE NEXT UPSTREAM
MANHOLE COVER. FIXTURES ABOVE SUCH ELE\'ATION
SHALL DISCHARGE THROUGH THE BACKWATER l.!,<ILV£
SPECIAL DRIVEWAY CONSTRUCTION DETAIL I SH2 I CITY OF CARLSBAD I I SHEETS I
ENGINEERING DEPARTMENT : 15
NOT Ti 0 SCALE PRECISE GRADING AND EROSION CONTROL PLANS FOR:
"AS BUILT" BENCH MARK RAVINIA at CALA VERA HILLS II
DESCRIPTION: STANDARD M-10 STREET VILLAGE "X"
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500 · fX(858)558·1414
-CENTERLINE WELL MONUMENT ENGINEER OF WORK APPROVED LLOYD B. HUBBS OY LOCATION: CENTERLINE OF EL CAMINO REAL AT
_ ~ ,A_/,.y/1 --/ ')/4/41
DATE ,4~ ~fit~~ /'7/,,~/,9~ RC£ EXP. ENGINEER'S STATION 454+92 PER I /26/0S ~ /i; .000 ~ :Z...-"1(1..0f"~ 1-4:2..,4<.--'le>+!>'o-!O"\ 7-[&-.f>f A '7_ CITY ENGINE RCE EXP 12 /31 /05 DATE R.S. 1800-7 R£V/£W£0 BY.-8/.2£../01 ,6l.,tf 't At)!) Pl1'4SE 1£.lO"TS ,fq-5.2 f II0·/15)/REClC>Tlli "f-7-0<J ~ A: 7 RW RECORDED: COUNTY BENCH LEVELS (NO. DWN BY: PROJECT NO. DR,!WING NO.
I cruND L. MARTIN Dk COUNTY VERT. CONTROL DATA) DAIE INITIAL DATE INITIAL DATE INITIAL CHKD BY: rF, C. T. 01-06 405-4C d NO 48670 EXP. 6/30/06 REVISION DESCRIPTION RVWD BY: ,r '7
EL£VAT70N: 68-479 DATUM: NGVD OF 1929 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DATE
R,\u370\&.Eng \Precise Gr a.cling\ VILLAGE X\Moclels\0370XPG02.clwg[ 1275JJun-09-2004•17•07 W.O. No. 1941-96
/
o:
. '
1oti:
110,
>.,. ____ '.
" C --(J
'
I
\
\
\
\
\ \
\
\
\
\
,
\ \ ,
\
\
\
\
HUNSAKER
\
\
• \
\
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SVRVEYING PH(858)558·4500· FX(858)558·1414
\
\ • •,
\ \
\ ,
\
\
0
0 + I")
\
j !
98.2
T8
i'\'
\.lE21700
--J --J --J ---~:-~~ . 3i
• l
. f\·-i--·······
\ .
I
_11oA't
\ :
!
/ I
~ 7· 4'
i,_,
~
If_ I
15
\
\
\
co
I !----------
1
GFF=97.2
OPnDNAl DECK
45
3A
FF=197.87
PAD=197.2
3.7%
4" PCC
WALKWAY
LOT 46
PAD=202.0
--....
" \
'<a <
4'
6.30
FS PL
ENGINEER OF WORK
\
/ _/, ~ .. z ~r
R) n,t'OND L. MARTIN 0
R.;/" NO 48670 EXP. 6/30/06 DA E
" ,,,.
0, <c
I
I
5' MASONRY WALL
WITH 3' GLASS WALL ,.,.,,.,.\,,.
,.,.-' ~--~-
HOA
LOT 121
OPEN SPA
/---·F /-. ---~ -·;:;:·
/',.,. ~ 2.' A \/ /., _,-,· . §¥, \
-,_,.----\.
I
I
I
I ' I
_j
/
I
AC
s
4'
.. --------.. ---·-
DECK
96.4
FL
7.5'
96.0
44
28
FF=197.47
PAD=196.8
"AS BUILT"
RC£ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
5'
I "' -...:
I a -
j
4' j
j
I
I
I
j
I
4" PCC
WALKWAY
! ; .
i :
. .-_, ........ ~
_,.,..\
'-. ..... /
_,.,,.,....---a·-~
..
20' ---t-STORM DRAIN EASEMENT I PER FINAL MAP
~···
/
/
I
~· z
20'
I ,
I
I
I
I
I
I
I
,I
V
·;1
/
/
/
/
/
/
/
/
/
/
/
/
/'s.
y gs:s JL
198.4 TW
-;1;-;9~5:-:.7~TFi"---,/,l,,-c~
/
'\°1' I 'l,·
I
I
I
I
/
I
+
(TYP.)
.---·-........ ·."-.
/
/
"-.
"" I', 0 97.
,() " . HP
/
/
/
/
" · .. "-
"
/
/
/
s-"/.
/
/
----.. --
LOT 42
PAD=198.4
20
!
$CALE
30
" "· \ \
\ \ \
.. \ ' \
10!5• \ \ I ~ \ •
-... \
HOA
LOT 122
OPEN SPACE
i
:a: E 21800
C /~ - \ \
/ .
~ 1 ri '
DISCLAIMER:
7) ALL WALL, FENCE, ANO LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WfTH SITE CONDITIONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUILDER'S DISCRETION.
NOTE:
LOT
43
44
45
1) LOCATIONS OF PAC BELL AND CABLE TV PEDESTALS ARE
NOT KNOWN AT THIS TIM£ LOCATIONS OF TELEPHONE AND
SDG&:E SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN JNFORMA710N ONLY. ANAL LOCATIONS CAN 8E DETERMINED
AFTER CONSTRUCT/ON .
2) EACH WT WILL RECEIVE A MINIMUM OF ONE STREET TREE
TO 8E PLANTED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
LOT TABLE
PLAN ELEVATION 8ACKFLOW STREET ADDf?ESS PREVENTER
IZ CR NO 4765 CRATEFi.' RIM RD.
2 B NO 4764 CRATE~' RIM RD.
3 AR NO 4762 CRATER RIM RD.
~ CITY OF CARLSBAD I SHEETS I
~======~====~===================================j======1=====~=====~====~ L..;:LJ ENGINEERING DEPARTMENT '5
l-----+----+-------------------+----l----l----1----1 PRECISE GRADING AND EROSION CONTROL PLANS FOR:
BENCH MARK RAVINIA at CALA VERA HILLS II
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 7800-7
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
MODELS VILLAGEX
APPROVED LLOYD B~HUBBS Y
1----t---+-----------------l---+--1----!----1 ~ ~ . . ✓, h,?l,;:,'1 CITYENGINEtR RC£ ppl2/3J /05 4 DATE l-----+----+-------------------1----1----l----1----I
DATE INITIAL DATE INITIAL PROJECT NO.
C. T. 01-06
DRAWING NO.
4()5-4C DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY: -~B"W __
CHKD BY: re--
RVWD BY: V/
'
R,\0370\&Eng\Precise Gro.ding\ VILLAGE X\Models\0370XPG03,dwg[ 1275JJun-09-2004•17•10 W.O. No. 1941-96
u,
0
""" -,(J:t
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
10179 Huennekens Street
San Diego, Ca 92121
PH{858)558-4500· FX(858)558-1414
0 20 40 -----
SCALE I'= 20'
-r.t..-IL.
3a.2B'
Ifill
Si 4'
--'Fi-"'--h l "''-~
4" PCC EB
WALKWAY ,--4,.~,=~~=,F"'
5' 70.4
60
'
ENGINEER OF
~.L""' f)_, L RA~ARTIN
RC£ NO 48670 EXP. 6/30/06
57.18' 54.45'
I I
'----~9'-t--l
I
' '
WORK
f'/27/4'(
'air£
---J4'
I
49
2A~-~
FF=217.07
PAD=216.4
"AS BUILT"
RC£ ____ EXP. ____ _
REVIEWED BY:
INSPECTOR
1/
" 1-t--+-7.2'
(lJ c-14• ...
0, \
DATE
DAT[
LOT --JO 0
s \
I ' I .
4't--'
I ' c'
\
\
_ ......... -... \\
23.4 ' ~ FL \
_ ,, I 23. 6
I Dt..C_!;. --\ f '..------.5 \
~ H I ,_ o 'e' ,:;__; -
j •
" j ,, ;
', J " \
\
' \
\
L O -r -J-J B_. .---CJ\JJW D
,) r==' r" i /\ J J\ 1J r='· o \1\J r, -r r==' ,) J! .:........J U ~ .1\ :I . .:........J ~ ..ti .:........J Jl Pu JVJ P s -r 1-\ -r J o J\J
/,
FENCE & WALL LEGEND
SYMBOL
·><---><-----S><--><--><--
11111
DESCRIPTION
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VllcW WALL -
MASONRY & GLASS
WOOD FENCE -5' HT.
PILASTER
TRANSITION FROM VIEW FENCE
TO 5' WOOD FENCE
NOTE: REFER TO WALL CONSTRUCTION PLANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE & WALL SPECIFICATIONS
& LOCATIONS.
DISCLAIMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WITH SrrE CONDfT/ONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF TliE
HOUSE AT THE BUILDER'S DISCRETION.
NOTE:
LOT
49
50
51
52
110
111
112
113
114
115
1) LOCATIONS OF SBC AND CABLE 7V PEDESTALS ARE
NOT KNOWN AT THIS TIME. LOCATIONS OF TELEPHONE AND
SDG&E SURFACE OR ABOVE GROUND STRUCTURES IS , ER
PLAN INFORMATION ONLY. ANAL LOCATIONS CAN BE DETERMINED
AFTER CONSTRUCTION.
2) EACH LOT Will RECEIVE A MINIMUM OF ONE STREET TREE
TO BE PLANTED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) HANDRAILS, IF REQUIRED, WILL BE INSTALLED PER THE UBC.
LOT TABLE
PLAN ELEVATION BACKFLOW STREET ADDRESS PREVENTER
2 A YES 3444 GENT/..£ KNOLl STREET
3 B YES 3448 GENT/..£ KNOLL STREET
2 C YES 3452 GENT/..£ KNOLL STREET
1 BR YES 3456 GENT/..£ KNOLL STREET
1Z AR YES 3435 GENT/..£ KNOLL STREET
3 CR YES 34J9 GENT/..£ KNOLL STREET
1 BR NO 3443 GENT/..£ KNOLL STREET
3 CR NO 3447 GENTLE KNOLL STREET
2 B YES 3451 GENT/..£ KNOLL STREET
3 AR YES 3455 GENTLE KNOLL STREET
~ CITY OF CARLSBAD I SHEETS I 1-----+---+------------------+----+---+---+----t L_±_J ENGINEERING DEPARTMENT 1 s
1-----+---+------------------+----+---+---t----1
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT l----+---t-----------------t---+---1-----+--~
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DA TA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
DATE INITIAL
ENGINEER OF WORK
Ii\ ADD REC LOT (LOT 117)
1\ ADD PHASE 1 (LOTS 49 52 & 110 115)
DAT£ INITIAL DAT£ INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING AND [ROS/ON CONTROL PLANS FOR:
RAVINIA at CALA VERA HILLS II
PHASEl
APPROVED Ll,OYD B. HUBBS <l'r
~ .,,,,,. 9 -.,,-,::;; II .,,,,__ .._ • ✓
CITY ENG/NEEr RC£
OWNBY,~ CHKD BY,
RVWD BY, • 1/
EXµI?
PROJECT NO.
C. T. 01-06
DRAWING NO.
405-4C
R,\0370\&Eng\Precise Gr(lding\ VILLAGE X\PhQse 1 \0370XPG04.dwg[ 1275JAug-26-2004,!6,0l W.O. Ne. 1941-96 ........
0
"' / --
PLANNING
ENGINEERING
SURVEYING
STORM DRAIN DATA
0 BEARING/DELTA SLOP[ LENGTH REMARKS
1 N aa·57•30" w 47% 28.99' 6" PVC
2 N 79·03•02" W 12.9% 14.78' 4" PVC
3 N 26.27'24" [ 1.0% 12.B9' 4" PVC
4 N 26.27'24" [ 1.0% 12.90' 4" PVC
5 N 22"49'32" E 1.0% 13.71' 4" PVC
6 N 59·01'34" W 1.0% 10.64' 4" PVC
7 N 52'08'27" E • I 1.0% 9.07' 4" PVC
B N 60'55'34" [ 1.0% 12.52' 4" PVC
9 N 60"27'08" [ 1.0% 20.00· 4" PVC
10 N 60"27'08" E 1.0% 15. 11 • 4" PVC
1 1 N 88"44'20" [ 1.0% 19.02' 4" PVC
12 N 63"32'36" W 8.3% 8.00' 4" PVC
13 N 63"32'36" W 1.0% 12.00' 4" PVC
14 N 63"31 '24" W 1.0% 8.00' 4" PVC ...
M 15 N 1;•:1,:2'1" I!. 1.0% "
14 ,..,.. 4" PVC ?
16 N 59"5523' W 1.0% 20.00· 4" PVC
17 N 59·55'23" W 1.0% 15. 71' 4'' PVC
18 N 63'32'36" w 1.0% 9.87' 4" PVC
19 N 56'32'50" w 1.0% 15.15' ! 4" PVC
20 N 63'32'36" w 1.0% 9.87' I 4" PVC
21 N 63'32'36" w 1.0% 9.87' i 4" PVC i
22 N 16'05'10" w 7.2% 12.22· I 4" PVC
•
23 N 52'07'01" w 1.0% 11.96' 4" PVC
24 N 34' 10'20" E 8.8% 10.22· 4" PVC
25 N 24'45'58" W 1.0% 22.14' 4" PVC
26 N 63"32'.36" W 1.0% 12.00' 4" PVC
27 N 63'32'36" W 1.0% 12.00' 4" PVC
28 N 63"32'36" W 1.0% 12.00' 4" PVC
29 N 26'27'24. E 1.0% 12.00' 4" PVC
30 N 26'27'24" [ 1.0% 14.00' 4" PVC
31 N 26"27'24" [ 1.0% 12.01' 4" PVC
32 N 63'31'55" W 1.0% 9.87' 4" PVC
< , N t;;:":(•,;;;.,,•,:;;;;.-," W 1_n% 12.40' 4" PVC
.34--N4fi'4'f • .srw j, (> ",(. i~.t.2.' ... 4''?VC.. 1 )
JJ fl/ :,su:, U5 V)' ,d:.07o ,7.T7 4 PVC
36 N ?T.,n•-1" 5.8% 11.06' 4" PVC ~ ~ N -,_,,~,., (; ,. ~
-· •J ..,. ' r ....... l
·,vvlt:.: A/ft.A Ul1A/N I r'PE r·c.r< !.. .... f L..1"1fV,
PIPE SHAU BE SDR-35 OR SCH 40
CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
1 N 26"27'24" [
2 I gc·oo·oo"
3 N 63"32'36" vv
4 i N 26'27'24" [ I
5 N 63'32'36" W
6 90·00·00"
7 N 26"27°24" [
BIN 26'27°24" [
9 N 26'27°24" E
6" TYPE 'G' C&G
E.'XiSTfNG. 7 RF:TAiN!NG-....-r-. I
W'ALL i I
PROVIDE REDWOOD
HEADER WHERE NO
RETAINING WALL
: i
I 70.60'
I 5.00' 7.35' • • i 15.00' ' ' 5.00' I
15.00'
5.00' 7.85'
13.72'
12.00'
10.00'
SECTION A-A
NOT TO SCALE
20' CMWD EASEMENT
6" CURB
& GUTTER
6" TYP£ '0' u
6" CURB
6" TYPE ·c·
O" CURB
6" TYPE 'G'
6" TYPE 'G'
TRANSITION
TRANSITION
TRANSITION
PER
PLAN
VARIES OR 2% (TYP.) ~ .£!-
4" AC/6" AB
C&G
C&G
C&G
C&G
. , .
PROPOSED PRIVATE ACCESS RD
NOT TO SCALE
3.0'
CONG. THICKNESS = 5.5"
VARIES VARIES ---
NOTES:
1. CONCRETE SHALL BE 560-C-3250
i I
!
l
• • ..
2. PROVIDE TRANSVERSE JOINTS PER RSD ND. G-9 & G-10.
HUNSAKER
& ASSOCIATES
SA\i DIEGO, INC.
10179 Huennekens Street
San Diego, Ca 92121
PH(856)558·4500· FX(858)558·1414
3' RIBBON GUTTER
NOT TO SCALE
IZ'
..
...
. l
SECTION "B-8°
NOT TJJ . .SCR&eT·
/
\
-·
. . . ..
•
POOL
8UILtJIN6
' '
\
·•. ·. ~-----. . '-, -. . . ..
•
. .
71+00
EXIST RETAINING WALL PER DWG NO 405-4A
'C a,
ci "'
/
/
/
ENGINEER OF WORK
J:_ ~/41/or
TIN DATE 4867 EXP. 6/30/06
'""""" -'·· . ..... , .. __ ,.
t;,'1/t,%.~l',
iij1-i!!!f;€1~
ir~~~~ -·······-···---C'lli'''::,,~,,-1
___.........---
LOl -J-JB CJ\1J\ND
Pf\D 203"6
~ -r-J.C ~
\
02.60
, 202.50 TG
200.64 /£
"AS BUILT" BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
/,
10
NOTE:
1. ALL PROPERTY LINES, EASEMENTS & BUILDINGS ARE SHOWN ON
2. NO E3ACKFLOW PREVENTER IS REQUIRED FOR THIS BUILDING.
0 10 20
SCALE 1 '; 10'
THESE PLANS.
\ADDRESS
4764 RIFT ROAD
CARLSBAD, CA.
DAT£ LOCATION: CENTERLINE OF EL CAMINO REAL AT 1---+---f------------------f--~-+---t------t---i APPROVED LLOYD B.
RC£ EXP.
REVIEWED BY:
RECORDED:
INSPECTOR DAT£ ELEVATION:
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DA TA)
68.479 DATUM: NGVD OF 1929
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY: --'-'-<L....-
CHKD BY: ~...1.!/!"-,,'--
RVWD BY:
PROJECT NO.
C.T. 01-06
DRAWING NO.
405-4C
R,\0370\8.Eng\Preclse Gr<1ding\ VILLAGE X\rec lot\0370XPG rec lot.dwg[ 1275JAug-26-2004,11,26 W.0. No. 1941-96
DUd
-(11
PU\NN!NG
ENGINEERING
SURVEYING
< 0 \
,/\,
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
10179 Huennekens Street
San Diego, Ca 92121
PH(858)558-4500-FX(858)558-1414
(Y
0
69
70.46'
< 0 \
,/\,
61
28.42'
64.44'
Loy r1 r, oo
Loy / I
"AS BUILT"
ENGINEER OF WORK
~1fL4t~-
RC NO 48670 EXP. 6/30/06
RC[ ____ EXP. ____ _
REVIEWED BY:
DATE
INSPECTOR DATE
I
I f!
f ! fl j !
I
I • !
// ii
; ;
i f .. ; !
!
i • i f ! J
co z..o
11-.
0
0
SYMBOL
-x---><
Ill
rv
NOTE:
20 40 60 -----
SCALE 1'=20'
FENCE & WALL LEGEND
DESCRIPTION
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
WOOD FENCE -5' HT.
PILASTER
TRANSITION FROM VIEW FENCE
TO 5' WOOD FENCE
-I
REFER TO WALL CONSTRUCTION PLANS,
PREPARED BY HOWARD &.-ASSOCIATES,
FOR FENCE &.-WALL SPECIFICATIONS
I
I
I
//
//
jf ii " ! i
!
! !
!
I
j
I
f !
I I
z..o z..o
1--,
0
-1
I ,' '
' f ! f
I i j ... ;
; ' J,:., "'f ' j
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DA TA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
&.-LOCATIONS.
DISCLAIMER:
1) ALL WALL, FENCE. AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WITH SITE CONDmONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUILDER'S DISCRETION.
NOTE:
LOT
91
92
93
94
95
98
99
100
I) LOCATIONS OF SBC AND CABLE TV PEDESTALS ARE
NOT KNOWN AT THIS TIME. LOCATIONS OF TELEPHONE AND
SDG&E SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. FINAL LOCATIONS CAN BE DETERMINED
AFTER CONSTRUCTION.
2) EACH LOT WILL REGEN£ A MINIMUM OF ONE STREET TREE
TO BE PLANTED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) ALL SETBACK DIMENSIONS ARE MEASURED FROM PROPERTY LINES.
LOT TABLE
PLAN ELEVATION BACKFLOW STREET ADDRESS PREVENTER
3 BR l'ES 3457 RAVINE DRIVE
2 CR l'ES 3461 RAVINE DRIVE
3 AR NO 3465 RAVINE DRIVE
1Z BR NO 3469 RA VINE DRIVE
2 C NO 3473 RAVINE DRIVE
3 C NO 3462 RAVINE DRIVE
2 A NO 3458 RAVINE DRIVE
1Z C l'ES 3454 RAVINE DRIVE
1--------+--+-----------+---+-----+--+-----i ~ CITY OF CARLSBAD ~ L__2_J ENGINEERING DEPARTMENT ~
PRECISE GRADING AND EROSION CONTROL PLANS FDR:
RAVINIA at CAI.A VERA HILLS II
PHASE2
1-----+----+-------------------+-----+----+---+-----1 .APPROVED r r HUBBS 1/w
•!:,.-----~ --· Ii" J.Jl;lfQµ;, ,fc, SSISJ 6'>11 ,-~-•' ;;z,:1--
l----+---+-------------------+----+----+---+----1 ~NEER RCE 23869 FXP12/31/05 DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: -~B';';W';--~
CHKD BY: 1~ .,,,..A
RVWD BY: Ir//
PROJECT NO.
C. T. 01-06
DRAWING NO.
405-4C
R•\0370\i<Eng\Precise Grading\ VILLAGE X\Phase 2\0370XPG06,dwg[ 2070JJan-13-2005•15'54 W.O. No. 1941-96
n1u .
•
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huerinekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PK(858)558-4500· FX(858)558-1414
CC)
lO
b
0
-l .
<,jN
I \ 1~ i \ ..:
s·---
ENGINEER OF WORK
~y /]J.._ ,J./;,/4,
RAK7Jl.MARTIN ' DATE
RCE NO 48670 EXP. 6/30/06
RC£
2 ' HQ.1 FENCE = d@f~=~~f4;~ ,1;--·c-:. _ . \Ff', ---_,..,_-:. "c-------§7..;,,. -
i . . . --------
i / ~c:,·~ apr.:-1 : -1·, ·· · --• -
. · DECK t
i 52A5 IEREI i l 5.0'
·,;, \
SDG&E
HANDHOLE
F: =241. 77 I
P D=241.1
5.0'
4• PCC
..,,._-"'-"'-='-'-'-'..,,,.-+·,WALKWAY
\ 1~ "i
"AS BUILT"
'""t/4'
ii
---
5.5' 1~1i IEREI
FF=236.97
PAD=236.3 '-----um
"' "it;:'\ ~-\ I~
BENCH
9 [')
0
MARK
DESCRIPTION: STANDARD M-7 0 STREET
4-0
!i S q
CENTERL/Nt WELL MONUMENT
+-·--· -. ~ --~";-,\_~ Ii OPT. I <
DECK • a •
53 IEREI I -3C . "'
FF=232.17 I~
PAD=231.5 I
DATE LOCATION: CENTERLINE OF EL CAMINO. REAL AT
EXP. ENGINEER'S STATION 454+92 PER
REVIEWED BY.· R.S. 7800-7
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA) DATE INITIAL
INSPECTOR DATE ELEVATION: 68.479 DATUM: NGVD OF 1929 ENGINEER OF WORK
(\]
lQ
)---,
0
-1
SIDEWALK
UNDERDRA!N TYP.
REVISION DESCRIPTION
20
~
DATE INmAL
OTHER APPROVAL
DATE
20 40 60
I
' SCALE 1'=20'
FENCE & WALL LEGEND
SYMBOL DESCRIPTION
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS ---x-----WOOD FENCE -5' HT.
11111 PILASTER
TRANSITION FROM VIEW FENCE rv TO 5' WOOD FENCE
NOTE: REFER TO WALL CONSTRUCTION PLANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE & WALL SPECIFICATIONS
& LOCATIONS.
DISCLAIMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WITH SITE CONDlnONS.
2) A/C PADS MAl' BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUIWER'S DISCRETION.
NOTE:
1) LOCATIONS OF SBC AND CABLE TV PEDESTALS ARE
NOT KNOWN AT THIS TIME. LOCATIONS OF TELEPHONE AND
SDG&E SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMAT70N ONLY. FINAL LOCATIONS CAN BE DETERMINED
AFTER CONSTRUCT/ON.
2) EACH LOT WILL RECEJVE A MINIMUM OF ONE STREET TREE
TO BE PLANTED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) ALL SETBACK DIMENSIONS ARE MEASURED FROM PROPERTY LINES.
LOT TABLE
LOT PLAN ELEVATION BACKFLOW STREET ADDRESS PREVENTER
53 3 C YES 3450 GENTLE KNOLL STREET
54 1Z B YES 3454 GENTLE KNOLL STREET
55 2 A NO 3458 GENTLE KNOLL STREET
56 3 C YES 3472 GENTLE KNOLL STREET
57 2 B YES 3476 GENTLE KNOLL STREET
I SH7 I CITY OF CARLSBAD uTI ENGINEERING DEPARTMENT
.
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
RAVINIA at CALA VERA HILLS II
PHASE2
APPROVED rrnYD ,,,_HUBBS ,Sy JC,/, J/M~N,.
c~; ~<€ 'S'S✓~J EKl'l,,-,.,,, z1_efa.,
23889 EX ~ 1n5 ' DATE
PROJECT NO. DRAWING NO. INITIAL CHKD BY: C. T. 01-06 405-4C CITY APPROVAL
DWNBY:~
RVWD BY:
R,\0370\&Eng\Precise GrClding\ VILLAGE X\PhClse 2\0370XPG07.dwg[ OJFeb-10-2005,12,35 W.O. No. 1941-96
HUNSAKER
& ASSOCIATES
SA~ DIEGO, l"sC
PLANNING 10179 Huen11ekens Street
ENGINEERING Sar, Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(658)558-1414
N m "' 0
<"
0
---
\ -,__
' '
11
, 10.43' /
16
;
I
-14' I
i
1 r'. -0
4" PCC
WALKWAY
LOT JJJ
ENGINEER OF WORK -~ . J:'/l-r_-~/2{'~,-"1/!r!f ONO L. MARTIN DATE NO 48670 EXP. 6/30/06
Loy
-16.66'
LOT LOT
"AS BUILT"
RCE EXP. GATE
REVIEWED BY:
INSPECTOR DATE
Loy
)¥
-/-/.r;
J JO
BENCH
Loy
MARK
33_35•
C)
C) ,-...,
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA) DATE INITIAL
ELEVATION: 68.479 DA TUM: NGVD OF 1929 ENGINEER OF WORK
20 0
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
60
SCALE 1'~20'
DATE
FENCE & WALL LEGEND
SYMBOL DESCRIPTION
1111111
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
WOOD FENCE -5' HT.
PILASTER
TRANSITION FROM VIEW FENCE
TO 5' WOOD FENCE
NOTE: REFER TO WALL CONSTRUCTION PlANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE &: WALL SPECIF/CA T/ONS
&: LOCA T/ONS.
DISCLAIMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WITH SITE CONDITIONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUIWER'S DISCRETION.
NOTE:
1) LOCATIONS OF SBC AND CABLE TV PEDESTALS ARE
NOT K!/IOWN AT THIS TIME. LOCATIONS OF TELEPHONE AND
SDG&:E, SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. RNAL LOCATIONS CAN BE DETERM'NED
AFTER CONSTRUCTION.
2) EACH LOT WILL RECEIVE A MINIMUM OF ONE STREET TREE
TO BE; PLANTED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN, ON DWG. 405-4L
3) AI.J.. SETBACK DIMENSIONS ARE MEASURED FROM PROPERTY UNES.
LOT TABLE
LOT PLAN ELEVATION BACKFLOW STREET ADDRESS PREVENTER
85 2 CR YES 3433 RAVINE DRIVE
86 3 BR NO 3437 RAVINE DRIVE
87 1Z CR YES 3441 RA VINE DRIVE
88 3 CR YES 3445 RAVINE DRIVE
89 2 BR YES 3449 RAVINE DRIVE
90 3 AR NO 3453 RAVINE DRIVE
101 3 A NO 3450 RAVINE DRIVE
102 1Z A YES 3446 RA VINE DRIVE
703 2 B YES 3442 RAVINE DRIVE
104 3 C NO 3438 RA.VINE DRIVE
105 2 A YES 3434 RAVINE DRIVE
I SHBET I CITY OF CARLSBAD 00 ENGINEERING DEPARTMENT
.
PRECISE GRADING ANO EROSION CONTROL PLANS FOR:
RAVINIA at CAIA VERA HILLS II
PHASE3
A'PPRm , n HUBBS 6 Y ,r. .I. ✓ /-a>o
L-+------11 • ' AC4 33/5 3 E"Jt, ~-~•&. zt' ,;a>! ~
~GIN ER RCE ,Z!'IRB!) Exo1:;;;, ,: ... 1 ,u5 ' DATE
OWN BY: B.W PROJECT NO. DRAWING NO. INITIAL CHKO BY: IJ< / , C. T. CITY APPROVAL RVWD BY: 6// 01-06 405-4C
R•\0370\&.Eng\Precise Gra.ding\ VJLLAGE X\Pha.se 3\0370XPG08.dwg[ 2070JJa.n-14-2005•10,14 W.O. No. 1941-96
0
g
.,
PLANNING
ENCINE£RJNG
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
10179 Huennekens Street
San Diego, Ca 92121
PH(858)558-4500· FX(858)558·1414
-----_};/
lQ
}-,
0
-l
to
}-,
0
-l
I'-,
}-,
0
-l
co
}-,
0
-l
CD
7___,
I
0
l
"" ✓ '2c,
~
::,'l>O
~J
i
•
f ..
i ./ ,,
'
i
•
-~
!~ '1
! I
i
i
/
·,
i
i
-jJ'
/ .
/
1
)'
i I
i i t.
~ :> .......
~
~
~
,...:::i <r: :>
"b
E-i z <r: rn <r:
~ ,...:::i
0....
1
i
i
i
i
i
i
i
i
i
I !
I
i
I
I
(162.20
RIM
70.!7 .
FS 'PL
! " i i i
4' HOA FENCE
EASEMENT
67
66.9
HP
ENGINEER OF
~~:leo«f RA YM. D L. MARTIN
R~ EXP. 6/30/06
54.38' .\
WORK
"'----...6. ' -~
I~ H4'
I c:, ,-
4' /S
"AS BUILT"
RC£ ____ £XP. DAT£
R£V/£W£0 BY:
INSPECTOR DAT£
11, ?S: ~,,,
'.
'-"& ,,,
<',:, -<'1
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 7800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
::,oo
~J
"" ✓ ✓
't> 0
20 0 20 40 60
~ ---c::1rii-rii-rii-rii-r1111111~--~1 ----,SccCccAc-L-=-E I'= 20'
FENCE & WALL LEGEND
SYMBOL DESCRIPTION
Vlf.W FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
,__,. WOOD FENCE -5' HT.
Ill PILASTER
TRANSITION FROM VIEW FENCE rv TO 5' WOOD FENCE
NOTE: REFER TO WALL CONSTRUCTION PL.ANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE & WALL SPECIFICATIONS
& LOCATIONS.
DISCLAIMER:
1} ALL WALL, FENCE, AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WITH SITE CONDITIONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUILDER'S DISCR£TION.
NOTE:
LOT
58
59
50
61
62
55
65
96
97
1) LOCATIONS OF SBC AND GABL£ TV PEDESTALS ARE
NOT KNOWN AT THIS TIM£ LOCATIONS OF T£L£PHON£ AND
SDG&:£ SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. FINAL LOCATIONS CAN B£ DET£RMIN£D
AFTER CONSTRUCTION.
2) EACH LOT WILL R£C£/V£ A MINIMUM OF ON£ STREET TR[£
TO BE PLANTED WITHIN TH£ RIGHT OF WAY UNLESS OTH£RW/S£
SHOWN ON DWG. 405-4L
3) ALL S£7BACK O/M£NSIONS AR£ MEASURED FROM PROPERTY LINES.
LOT TABLE
PLAN ELEVATION ElACKFLOW STREET ADDRESS PREVENTER
3 A YES 3480 GENTLE KNOLL STREET
1 ZB Y£S 3484 GENTLE KNOLL STREET
3 C NO 3488 GENTLE KNOLL STREET
1 ZA YES 3492 G£NTL£ KNOLL STREET
1Z AR NO 3494 GENTLE KNOLL STREET
3 CR YES 3476 PLEASANT VIL£ ORN£
1 BR YES 3472 PLEASANT VIL£ DRIVE
3 CR YES 3485 GENTLE KNOLL STREET
2 B NO 3489 GENTLE KNOLL SfR£ET .
~ CITY OF CARLSBAD : SHEETS I ----+---+-----------------+----+---+----+----1 LJLJ £NG/NEERING 0£PARTM£NT , 15 .
----+----+------------------+----+---+---+----I
>-----+---+-----------------+----+---+---+----1 PRECISE GRADING AND EROSION CONTROL PLANS FOR:
RAVINIA at CALA VERA HILLS II
PHASE4
APPROVED LLOYD B. HUBBS .SY I': J. ✓/-~-
.,..,------= ~ kL 11,~, 6i<P,-1o-4&. 7ZK/o,
~ ""' £NG/NEER .RC£ 23889 £XP 1 "'r1 n15 ~ DATE 1---+--+-----------------+----+---+---t------;,,<I
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
OAT£ INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY:--=~"'-~
CHKD BY: TK_/,/
RVWD BY: / / /
PROJECT NO.
C. T. 01-06
DRAWING NO.
405-4C
. .
R,\0370\&Eng\Precise lirnciing\ VILLAGE X\Phnse 4\0370XPG09,ciwg[ 2070JJnn-14-2005,[o,t6 W.0. No. 1941-96
.,.
(l
-----------c~~:;=:~~==~-: --c_ =~ =L£1 ;1
---------..,./
-:::::----"-----i }, ! --------~--------1v 1 ____ ----··
-----
-J23
\
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENCJNEERJNC San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858)558-1414
76.2
FL I
I ~I I
I
-,..
~
<o
'" '" / /i'.w ....
L.J C) ~§
iil:f
ENGINEER
87+00
OF
2 y/),J_ ..
RA;~ND L. MARTIN
RC NO 48670 EXP. 6/30/06
I'
"AS
WORK
RC£ EXP.
.,2/,~.r REVIEWED BY:
I
DATE
INSPECTOR
--w r.
88',roo
BUILT" BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
DATE LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-7
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
DATE ELEVATION: 68.479 DATUM: NGVD OF 1929
89+00
a
<o r:..o 0,
oi ...
~
0
-1
2' -,---+-----16' -----+---II-2'
2" AC BERM
PER SDRSD G-5
AC PAVING / BASE
SECTION A-A
NOT TO SCALE
DAT£ INH7AI..
ENGINEER OF WORK REVISION DESCRIPTION
0 20 40 60 -~-------1 ____ 1
DATE INITIAL
OTHER APPROVAL
SCALE 1•~20•
SYMBOL
NOTE:
FENCE & WALL LEGEND
DESCRIPTION
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
WOOD FENCE -5' HT.
PILASTER
TRANSITION FROM VIEW FENCE
TO 5' WOOD FENCE
REFER TO WALL CONSTRUCTION PLANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE & WALL SPEC/RCATIONS
& LOCATIONS.
DISCLAJMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND Will VARY WITH SITE CONDITIONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUILDER'S DISCRETION.
NOTE:
DATE
LOT
1
2
3
63
64
1) LOCATIONS OF SBC AND CABLE TV PEDESTALS ARE
NOT KNOWN AT THIS TIME. LOCATIONS OF TELEPHONE AND
SDG&E SURFACE OR ABO\if" GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. ANAL LOCATIONS CAN BE DETERMINED
AFTER CONSTRUCTION.
2) EACH LOT WILL RECEl\if" A MINIMUM OF ONE STREET TREE
TO BE PLANrED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) ALL SETBACK DIMENSIONS ARE MEASURED FROM PROPERTY LINES.
LOT TABLE
PLAN ELEVATION BACKFLOW STREET ADDRESS PRE\lf"NTER
3 A l'ES 3495 PLEASANT VALE DRl\if"
2 B ~ 3491 PLEASANT VALE DRIVE
3 CR NO 3487 PLEASANT VALE DRl\if"
3 BR l'ES 3496 PLEASANT VALE DRIVE
1 AR l'ES 3498 PLEASANT VALE DRIVE
~ CITY OF CARLSBAD I S1E51 0 ENGINEERING DEPARTMENT
PRECISE GRADING ANO EROSION CONTROL PLANS FDR:
RAVINIA at CALA VERA HILLS II
PHASE4
APPROVED LLOYll B. HUBBS /SY F-.I. ✓-euo
l{c£ 1:S"S:J in, ~-Jl>-4' 7'21/1>~ l~R .
23889 ·" ,,5 I RC£ EX DATE
OWN BY: at\' PROJECT NO. DRAWING NO. INITIAL CHKD BY: C. T. 405-4C CITY APPROVAL R\IWD BY: ~ 01-06
R,\0370\&Eng\Precise Gruding\ VILLAGE X\Phuse 4 \0370XPG10,dwg[ OJF eb-10-2005,12,30 W.O. No. 1941-96 ,..,,,. ,
0318
-C
C --(
2'
PLANNING
ENGINEERING
SURVEYING
\ i
\ 1
HUNSAKER
& ASSOCIATES
SAN DIEGO, !NC
10179 Huermekens Street
San Diego, (.a 92121
PH(858)558-4500· FX(858)558-1414
}--,
0
_]
STORM DRAIN
EASEMENT
1
14'
!5•
~I
69 lllEl
2B~--
FF=268.J7
PAD=2675 j 6Zl
1 67.2 FL
FL OPT.
\ l ;---~~i( I_DI_C!__J !
~ 'f ,--)'t ~-,,,
----~t367.'.i.4t_ I FS
j
cjj
j j
4'
j 5'
68
1ZC fitll
FF=269.07
PAD=268.4
50. 79'
10 1ZCR illEI
FF=269.47
PAD=268.8
j5' 67 3A~--~ lllEl
OPT. I
DECK I -------
52.20'
I'-,
CD
}--,
0
-l
~ F5
10.s rs
54.21' --L
I ,n. :i_...,,
--'i's
"AS BUILT"
ENGINEER OF WORK
~i:~
RC NO 48670 EXP. 6/30/06
RC£ ____ EXP.
REVIEWED BY:
INSPECTOR
54.21' V
--_ ;_:::-:::-::: -s-·r-l.
---:,e__ ~ --... --~ ' ---_.. --~~--
1.0 ---~-
5'
---,1 .B---" --'ts
J¥ -¥ -~--
7
2CR
",,
----\
I OPT. I
DECK
71.2
FL
FF=272. 7
PAD=2716
5Z!O !
6
1AR
FF-273.37
PAD=272. 7
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
4'
, Sl)G&E TREE
1£MMING £',SEM£NT
5
38
~
FF=273.37
PAD=272. 7 /4'
0 ~ ~ 60
......__I ___ 11111111111111"il.l 1111111111111111111111111~,
SCALE 1':20'
SYMBOL
111111
rv
NOTE:
FENCE & WALL LEGEND
DESCRIPTION
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
WOOD FENCE -5' HT.
PILASTER
TRANSITJON FROM VIEW FENCE
TO 5' WOOD FENCE
REFER TO WALL CONSmUCT/ON PlANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE & WALL SPECIF/CA noNS
& LOCAnONS.
DISCLAIMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCATIONS AR£
SCHEMATIC ONLY AND WILL VARY WITH SIT£ CONDITIONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SID£ OF TH£
HOUSE AT TH£ BUILDER'S DISCR£TION.
NOTE:
LOT
4
5
6
7
B
g
10
11
12
67
68
69
1) LOCATIONS OF SBC AND CABLE TV PEDESTALS AR£
NOT KNOWN AT THIS TIM£. LOCATIONS OF TELEPHONE AND
SDG&£ SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. FINAL LOCATIONS CAN BE D£T£RM.IN£D
AFTER CONSTRUCTION.
2) EACH LOT WILL RECEIVE A MINIMUM OF ON£ STREET TR££
7V BE PLANTED WITHIN TH£ RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) ALL SITBACK DIMENSIONS AR£ MEASURED FROM PROPERTY UNES.
LOT TABLE
PLAN ELEVATION BACKFLOW STREET ADDRESS PREVENTER
1Z A NO 3485 PLEASANT VALE DRIVE
3 C NO 3483 PLEASANT VALE DRIVE
1 AR NO 3479 PLEASANT VALE DRIVE
2 CR NO 3475 PLEASANT VALE DRIVE
3 BR YES 3471 PLEASANT VALE DRIVE
2 A YES 3467 PLEASANT VALE DRIVE
1Z CR YES 3463 PLEASANT VALE DRIVE
2 BR YES 3459 PLEASANT VALE DRIVE
3 CR YES 3455 PLEASANT VAL£ DRIVE
3 A YES 3468 PLEASANT VALE DRIVE
1Z C YES 3464 PLEASANT VALE DRIVE
2 B YES 3460 PLEASANT VALE DRIVE
~ CITY OF CARLSBAD I SHEETS I
1-----+---+------------------+-----+---+---+----i LJlJ ENGINEERING DEPARTMENT 15
l---+----+-----------------1----lf----+--+-----I
1-----4---1------------------1-----4---l----+---I PRECISE GRADING AND EROSION CONTROL PLANS FOR:
RA VINLA.. at CALA VERA HILLS II
PHASES
DAT£
APPROVED LI,QYn R HUBBS Sy !C. ✓, ✓✓-d7V•
LOCATION: CENTERLINE OF EL CAMINO REAL AT ~ #e, S1/S3 6'11' &-:;..,.& o/'?4',/4,r
ENGINEER'S STATION 454+92 PER 1-----+---+------------------+-----+---+---+--~ ~t:tPr'!?!__,.'c_lM~G"!'IN':'!,E~E~R'-R'!'C'c!Ec..cc:~2c:'3~BB~9~~-E1c,X~'"'=:'.,'c§2'icl~·3=,1~"5'__. __ D0_'1<1_!T.'E_E.J
R.S. 1800-1
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
PROJECT NO.
C. T. 01-06
DRAWING NO.
405-4C
DAT£
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
DATE INITIAL
[NG/NEER or WORK OTHER APPROVAL CITY APPROVAL
OWN BY: --':'B~W __
CHKD BY: Tt< ..,. '
RVWD BY: V'7
R:\0370\&Eng\Precise Gr<lciing\ VILLAGE X\Ph<lse 5\0370XPG11.ciwg[ 2070]J<ln-14-2005:10:19 W.O. No. 1941-96
nu., .
:
ltlJ
...,
0 -, -
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, 11\C
10179 Huermekens Street
San Diego, Cci 92121
PH(858)558-4500-FX(858)558-1414
CD . ----,------,
}--,
0
-l
SDG&E
ESMT.---,__J
SBC PEDESTAL
SDG&E
TRANSFORMER
5'
-
39.4
FL
• °'! <o
s /'J '
--
59.00 ---' . ___ ,,,,. " __ ,___ ~ -"' .... ---...... -J
}--,
0
-l
4'
5'
38.5 l,tl:::..,..Jl~
FL _, 38.8
4" PCC __ _fL_
WALKWAYL----!=,..:G::.FF,.,,_,;.._3.,:9.;__5.;::Jca.
76
2A
74''J.1.---'
l!11'l
r) r::o' D'
""'s'-!s')
~JC) ~·:1'-> 74' )...,..-1-.J.l.
C'-./i~ ) GFF=43.9
-f2 ,,.
75 1ZC
: .
' /l ' .
FF=244.17
PAD=243.5
c:,
0, .,.
~
43.2
A..
"'
c:,
5.4'
4'
57.2 k.
FL C: 4" PCc'-'"'
WALKWAY
Lo-r
OPEJ\J
14 1CR l!11'l
55.9
FL
FF-256.87
PAD=256.2
!<
I
. I
C,
~/
°' I
5' STORM DRAIN
---=£4:..::SEMENT
! ;
f
! i
]-,
0
-1
0)
i'.Q
20 D 2D 4D 60
~ I I
SYMBOL
11111
rv
NOTE:
SCALE 1'=2D'
FENCE & WALL LEGEND
DESCRIPTION
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
WOOD FENCE -5' HT.
PILASTER
TRANSITION FROM VIEW FENCE
TO 5' WOOD FENCE
REFER TO WALL CONSTRUCT/ON PLANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE & WALL SPEC/RCATIONS
& LOCATIONS.
DISCLAIMER:
7} ALL WALL, FENCE, AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WITH SITE CONDITIONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUIWER'S OISCREnON.
NOTE:
LOT
13
14
1) LOCAOONS OF SBC AND CABLE TV PEDESTALS ARE
NOT KNOWN AT THIS TIM£ LOCATIONS OF TELEPHONE AND
SDG&E SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. ANAL LOCATIONS CAN BE DETERMINED
AFTER CONSTRUCTION.
2) EACH LOT WILL REGEN£ A MINIMUM OF ONE STREET TREE
TO BE PLANTED WITHIN THE RIGHT OF· WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) ALL SETBACK DIMENSIONS ARE MEASURED FROM PROPERTY LINES.
LOT TABLE
PLAN ELEVA770N BACKFLOW STREET ADDRESS PREVENTER
2 AR l'cS 3451 PLEASANT VALE DRIVE
7 CR l'cS 3447 PLEASANT VALE DRIVE
-1 B
--~M' ,,
LOT BB LOT 89 LOT 90 1
Loy 9-J
15 3 BR YES 3443 PLEASANT VALE DRIVE
ENGINEER OF WORK
~Qa-£ CN048fi7o EXP. 6/30/06
76 2 BR YES 3439 PLEASANT VALE DRIVE
17 2 AR NO 3435 PLEASANT VALE DRIVE
78 3 CR YES 3431 PLEASANT VALE DRIVE
70 3 A YES 3456 PLEASANT VALE DRIVE
71 3 C YES 3452 PLEASANT VALE DRIVE
72 2 8 YES 3448 PLEASANT VALE DRIVE
73 3 C YES 3444 PLEASANT VALE DRIVE
74 3 A YES 3440 PLEASANT VALE DRIVE
75 1Z C NO 3436 PLEASANT VALE DRIVE
76 2 A l'cS 3432 PLEASANT VALE DRIVE
f--------+--+-----------+---+-----+--+-----i~ CITY OF CARLSBAD ~ L.E.J ENGINEERING DEPARTMENT l___lQ_j
r------;:;--:-::---=-:--::=:-:::-;-;------T----=-=----------------t==t==t================t==t==t=j==j PRECISE GRADING AND EROSION CONTROL PLANS FOR: "AS BUILT" BENCH MARK RAVINIAatCALAVERAHILLSII
RCE ____ EXP. DATE
REVIEWED BY:
INSPECTOR DATE
DESCRIPTION: STANDARD M-70 STREET PHASE 6
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 7800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA}
ELEVATION: 68.479 DATUM: NGVD OF 1929
DATE /Nil/AL
ENGINEER OF WORK
1------+----+-------------------+-----+---+---+--~ owN BY: -~B,,w __ .J-
DATE /Nil/AL DATE INITIAL CHKO BY: TV -'
OTHER APPROVAL CITY APPROVAL RVWD BY: £// REVISION DESCRIPTION
PROJECT NO.
C. T. 01-06
DATE
DRAWING NO.
405-4C
R,\0370\&Eng\Precise Gr~ding\ VILLAGE X\Ph~se 6\D37DXPG12.dwg[ DJFeb-l0-2DD5,t2,36 W.O. No. 1941-96
/
i
031 . .
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858)558-1414
.
\ .
18.0 HP
' '
O.a /.s
..:>, .c::P-. ,._ ....
't
"' 0
• '
.-/\ ~I ~
.ea
"t"\-
\
\
\
\
/ / ---1.
~21 _6
r:f ,:;-2 221
'? p._ D ,:;-
ENGINEER OF
~~1,iaL
RA?i"NiJL.MARTIN
4" PCC
WALKWAY
WORK
RCE NO 48670 EXP. 6/30/06
"AS
RCE ____ EXP.
REVIEWED BY:
INSPECTOR
GFF=27.4
BUILT"
26.7
FL
DATE
DATE
5'
31.3
FL 20 2CR ~
37.2
FL
FF=232. 7
PAD=231.6
4" PCC
WALKWAY,-t-1;,,....."-'-'=~-"-~-,t
FL
i,i: "' -.,:
59.00'-
~
' ,
5'
C"l'-' ,_,,,,...,..
"'J;.. ~!l'..;
~1~ 74'
GFF=35.7
\
!l i
-",34!,;'. "-.! \
FL
GFF=35.4
74'
s ! :
co
b
0
-l
SBC PEDESTAL
SDG&E
'fH',-,,, TRANSFORMER
I >--SDG&E
ESMT.
to
['--,
20 0 ~ 40 60 C-::C ___ 1---1 __ ___,I
SCALE !'=20'
FENCE & WALL LEGEND
SYMBOL
II
DESCRIPTION
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
WOOD FENCE -5' Hr.
PILASTER
TRANSITION FROM VIEW FENCE
TO 5' WOOD FENCE
NOTE: REFER TO WALL CONSTRUCTION PLANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE & WALL SPECIF/CATIONS
& LOCATIONS.
DISCLAIMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WITH SITE CONDITTONS.
2) A/C PADS MAY BE RELOCAT£D TO OTHER SIDE OF THE
HOUSE AT THE BUILDER'S DISCRETION.
n .IB!ll 38
! . -
7• ... 4-,_ ~
b
0
-l
NOTE:
FF=236.07
PAD=235.4
"' -!; -,-
1) LOCATIONS OF SBC ANO CABLE TV PEDESTALS ARE
NOT KNOWN AT THIS TIME. LOCATIONS OF TELEPHONE AND
SDG&E SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. FINAL LOCATIONS CAN BE DETERMINED
AFT£R CONSTRUCT/ON,
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
·,,, .
J
rJ Co' D'
2) EACH LOT WILL RECEIVE A MINIMUM OF ONE STREET TREE
TO BE PLANTED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) ALL SETBACK DIMENSIONS ARE MEASURED FROM PROPERTY LINES.
LOT TABLE
LOT PLAN ELEVATION BACKFLOW STREET ADDRESS PREVENTER
19 1 BR YES 3427 PLEASANT VALE DRIVE
20 2 CR YES 3423 PLEASANT VALE DRIVE
21 3 AR YES 3419 PLEASANT VALE DRIVE
22 2 AR YES 3415 PLEASANT VALE DRIVE
23 3 BR NO 3411 PLEASANT VALE DRIVE
24 2 CR YES 3407 PLEASANT VALE DRIVE
25 1Z 8 YES 4729 CRAT£R RIM ROAD
26 3 AR NO 4731 CRATER RIM ROAD
27 3 BR NO 4733 CRATER RIM ROAD
77 3 8 YES 3428 PLEASANT VALE DRIVE
78 3 A YES 3424 PLEASANT VALE DRIVE
79 2 C YES 3420 PLEASANT VALE DRIVE
80 2 A NO 4734 CRAT£R RIM ROAD
~ CITY OF CARLSBAD I SHEETS I
~======~====~===================================j======1=====t=====t====j LJ:.;LJ ENGINEERING DEPARTMENT 15
l----t---+-----------------1-----l---1------+---l PRECISE GRADING AND EROSION CONTROL PLANS FOR:
RAVINIA at CALA VERA HILLS II
PHASE7
LOCATION: CENTERLINE OF EL CAMINO REAL AT l---+---+-----------------1-----l---l------+----I APPRO D LLOYD B. HUBBS 4JY ti'. J. ✓✓-<£,.,.•
1----t-----t----------------j---jf---t--t----J~~~ If« JJISJ n, ?~-•&. ENGINEER'S STATION 454+92 PER
R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
t-'----t--+----------------+-----J.--+---l----1 £NGIN£ R RC£ 23889 EX 5
PROJECT NO. DRAWING NO. DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE /MIT/AL DATE /MIT/AL
OTHER APPROVAL CITY APPROVAL C. T. 01-06 405-4C
R,\0370\8.Eng\Precise Gro.ciing\ VILLAGE X\Pho.se 7\0370XPG13.dwg[ OJFeb-10-2005,12,37 W.O. No. 1941-96 ,..,,., -
o~!iii
,.----~:~
•
•
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· FX(858)558·1414
c:,
0i c:,
N 2440
a
Cc.;
ENGINEER OF WORK ;z_ RCE
~/2. __ -f L/;t,lo s-REVIEWED BY:
1rt~ND L. MARTIN DATE R E NO 48670 EXP. 6/30/06
INSPECTOR
SDG&E
ESMT.~ SDG&E
TRANSFORMER _ _ _
V J.
L SUBDIVISION BOUNDARY
"AS BUILT"
EXP. DATE
DAT£
J
BENCI-:I MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 7800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA}
ELEVATION: 68.479 DATUM: NGVD OF 1929
V
DATE
-J 05
34
2XBR
o'--j
14.3' ----r-
F. =210. 77
P 0=210.1
09.8
FL
INfTIAL
4'
5'' I
o::i
0
b
0
-l
--,,
b
0
-l
N 2700
c.,
SDG&E
TRANSFORMER
b
0
-l
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
20 0 20 40 60 ~. I I I
SYMBOL
11111
SCALE I'= 20'
FENCE & WALL LEGEND
DESCRIPTION
VIEW FENCE -STEEL 5' HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OTHERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
WOOD FENCE -5' HT.
PILASTER
TRANSITION FROM VIEW FENCE
TO 5' WOOD FENCE
NOTE: REFER TO WALL CONSTRUCTION PLANS,
PREPARED BY HOWARD & ASSOCIATES,
FOR FENCE & WALL SPECIFICATIONS
& LOCATIONS.
DISCLAIMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCA770NS ARE
SCHEMA77C ONLY AND WILL VARY WITH SIT£ CONDITIONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUILDER'S DISCRETION.
NOTE:
DATE
1) LOCATIONS OF SBC AND CABLE TV PEDESTALS ARE
NOT KNOWN AT THIS TIM£ LOCATIONS OF TELEPHONE AND
SDG&E SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. FINAL LOCATIONS CAN BE DETERMINED
AFTER CONSTRUCTION.
LOT
28
29
30
31
32
33
34
81
82
83
84
106
107
2) EACH LOT WILL RECEIVE A MINIMUM OF ONE STREET TREE
TO BE PLANTED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) ALL SETBACK DIMENSIONS ARE MEASURED FROM PROPERTY LINES.
LOT TABLE
PLAN ELEVATION BACKFLOW STREET ADDRESS PREVENTER
1 CR NO 4735 CRATER RIM ROAD
7 ZAR NO 4737 CRATER RIM ROAD
2 BR NO 4739 CRATER RIM ROAD
3 C NO 4741 CRATER RIM RCAD
2 XB NO 4743 CRATER RIM ROAD
1 zc NO 4745 CRATER RIM ROAD
2 XBR NO 4747 CRATER RIM ROAD
1 ZB NO 4736 CRATER RIM RO.AD
2 C NO 4738 CRATER RIM RC!AD
3 C NO 4740 CRATER RIM ROAD
1 AR YES 3429 RA VINE OR/VE
tz BR YES 3430 RAVINE DRIVE
2 CR YES 3426 RAVINE DRIVE
Cm CITY OF CARLSBAD
I
5155
1 4 ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
RAVINIA at CALA VERA HILLS II
PHASES
APPROVED LLOYD B. HUBBS l,)T r--~ -,~c;,/CT,O
. .1<4 31'.$.J ~(-1o-6~ ¼1/4r
~GINEER RCE 23889 EX '" " 5 I 7 DATE
OWN BY: HVY PROJECT NO. DRAWING NO. /NfT/AL CHKD BY: TK / A
CITY APPROVAL RVWD BY: 7.// C. T. 01-06 405-4C
,
Ri\0370\1!.Eng\Precise Gracling\ VILLAGE X\Phase 8\0370XPGl4,clwg[ 2070JJan-14-20051l0136 W.O. No. 1941-96
DIU •
-
HUNSAKER
& ASSOCIATES
SA~ DIEGO, l"NC
PLANNING 10179 Huerlllekens Street
ENGINEERING San Diego, ca 91121
SURVEYING PH(85a)558-4500· FX(858)558·1414
(0
0
}--,
0
-l
~
0 ,--,
}--,
0
-l
UNOERDRAIN TYP.
CJ
SDG&E
TRANSFORMER , ,
SBC PED~ESTAL
SDG&E
ESMT.
N 2420
}--,
0
-l
\
II <o i:t ai ~08.,_. ,_,7 f-+' I c.,a FL
35 I
3AR
4" PCC
WALKWAY
FF=210.27
PAD=209.6
09.2
FL
09.3
FL
ENGINEER OF WORK
RCE
REVIEWED BY:
RAYMOND L. MARTIN DATE RC£ NO 48670 EXP. 6/30/06
INSPECTOR
N 2680
"AS BUILT" BENCH MARK
DESCRIPTION: STANDARD M-10 STREET . CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT DAT£ EXP. ENGINEER'S STATION 454+92 PER
R.S. 1800-7
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
DAT£ ELEVATION: 68.479 DATUM: NGVD OF 1929
DATE INITIAL
I ---\ O· i--..:::: -·i r---
4" PCC
WALKWAY
}--,
0
-l
ENGINEER OF WORK REVISION DESCRIPTION
r
0
I .....,_
I
\
r
0
\ .....,_
DATE INITIAL
OTHER APPROVAL
-x
0 ~ ~ 60
-----=-------1 ____ ~1
SCALE 1 '= 20'
FENCE & WALL LEGEND
SYMBOL DESCRIPTION
VIEW FENCE -STEEL 5· HT.
SOLID MASONRY WALL
5' UNLESS SHOWN OT/-IERWISE
SPECIAL VIEW WALL -
MASONRY & GLASS
><-----WOOD FENCE -5' HT.
1111111 PILASTER
TRANSITION FROM VIEW FENCE rv TO 5· WOOD FENCE
NOTE: REFER TO WALL CONSTRUCT/ON PLANS,
PREPARED BY HOWARD &: ASSOCIATES,
FOR FENCE &: WALL SPECIF/CATIONS
&: LOCATIONS.
DISCLAIMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCATIONS ARE
SCHEMATIC ONLY AND WILL VARY WITH SITE CONDITIONS.
2) A/C PADS MAY 8E RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUILDER'S DISCRETION.
NOTE:
DATE
1) LOCATIONS OF SBC AND CABLE TV PEDESTALS ARE
NOT KNOWN AT THIS TIME. LOCATIONS OF TELEPHONE AND
SDG&E SURFACE OR ABOVE GROUND STRUCTURES IS PER
PLAN INFORMATION ONLY. FINAL LOCATIONS CAN BE DETERMINED
AFTER CONSTRUCTION.
2) EACH LOT WILL RECEIVE A MINIMUM OF ONE STREET TREE
TO BE PLANTED WITHIN THE RIGHT OF WAY UNLESS OTHERWISE
SHOWN ON DWG. 405-4L
3) ALL SETBACK DIMENSIONS ARE MEASURED FROM PROPERTY UNES.
LOT TABLE
LOT PLAN ELEVATION BACKFLOW STREET ADDRESc, PREVENTER
35 3 AR NO 4749 CRATER RIM ROAD
36 2 X4 NO 4751 CRATER RIM ROAD
37 2 XB NO 4753 CRATER RIM ROAD
38 1 zc NO 4755 CRATER RIM ROAD
39 3 BR YES 4757 CRATER RIM ROAD
40 2 A YES 4759 CRATER RIM ROAD
41 1 CR YES 4761 CRATER RIM ROAD
42 3 BR NO 4763 CRATER RIM ROAD
46 2 C YES 4760 CRATER RIM ROAD
47 3 A YES 4758 CRATER RIM ROAD
48 1 ZBR NO 4756 CRATER RIM POAD
108 3 BR YES 3427 GENTLE KNOLL .ROAD
109 2 CR YES 3431 GENTLE KNOLL ROAD
I 515 I CITY OF CARLSBAD I S1E5S I
ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
RAVINIA at CALA VERA HILLS II
PHASE9
APPRnVFn ""YD R. HUBBS PT ,.✓• .,,,..,.,.,_
v , 1 .,1(£11/S:I ~.l'P~·k>•IJ~ 7!#5-
1 mTY ENGINEER RC£ 23889 £XP12 f'il /05 ' DATE
OWN BY: BW PROJECT NO. DRAWING NO. INITIAL CHKD BY: Tl/ .i C. T. CITY APPROVAL RVWD BY: F.1'/ J 01-06 405-4C
0,
' ,' \;,
-(
( -
(