HomeMy WebLinkAboutDWG 428-9E; CT 03-02; CARLSBAD RANCH PA 5 RESORT SITE; 01-03CBNIRALN011fS
!. THIS PLAN SUPERSEDES ALL OTHER PLANS PREflfOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTlON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUT!ON OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADO/TlONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REflfSE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTlON OF ERRORS ANO
OMISSIONS DISCOVERED OUR/NG CONSTRUCTlON. ALL PLAN REv?SIONS SHALL
BE PROMPTLY SUBM/TffO TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER 111LL 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 PERMITffE'S POLICY IN THE MINIMUM AMOUNT
OF /T,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA VE A RA TING OF A-» OR BETTER ANO A SIZE
CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATlNC CU/OE.
5. NO WORK SHALL BE COMMENCED UNTlL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. REv?S/ON OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REflfSIONS 111LL BE MADE TO THESE PLANS /11THOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTllJ 111THIN THE REv?S/ON BLOCK, ON THE
APPRClDRIA TE SHEET OF THE PLANS ANO 171lE SHEET.
8. ORIGINAL ORA/11NCS SHALL BECOME THE PROPERTY OF THE CITY UPON BDNC
SIGNED BY THE Cl TY ENGINEER.
9. THE ORIGINAL ORA/11NG SHALL BE REflfSEO TO REFLECT AS-BUILT CONO/TlONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
JO. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NC CONSTRUCTION.
11. WHERE TRENCHES ARE 111THIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.·
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT ll?LL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR ll?TH/N TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATEL Y SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETlON OF THE FIELD TESTS.
12. A PRFCQNSTRUC110N MFF11NC 'iHALL BFHFLD AT THF 'ilTF PR/QR TO THF
BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATlVES
RESPONSIBLE FOR CONSTRUCT!ON, INSPECTlON, SUPERll1S/ON, TESTING ANO ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETlNC
BY CALL/NC THE /NSPEC170N LINE AT (760) 438-3891 AT LEAST FIV£(5)
WORKING DA Y.S PRIOR TO STARTING CONSTRUCTION.
APPROVED DRAll?NCS MUST BE AVAILABLE PRIOR TO SCHEDULING.
1J. ALL INSPECTlON REQUESTS OTHER THAN FOR PRECONSTRUCTlON MEETlNC /11LL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTlON REQUEST LINE A T
(760) 438-389!. INSPECTlON REQUESTS MUST BE RECEIVED PRIOR TO 2.·00 PM.
ON TH£ DAY BEFORE TH£ INSPFC170N IS NEEOEO. INSPECTIONS 111LL BE MADE
THE NEXT WORK OAY UNLESS YOU REQUEST OTHER/11SE. REQUESTS MADE AFTER
2.· 00 PM. ll?LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEflfCES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATlONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTlNC
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SH0/11NG
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROflfS/ONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAflfNC GROUND OUR/NC THE
EXCA VA 110N OF SUCH TRENCH OR TRENCHES OR DURING lliE PIPE INST.ALLA TION
lliEREIN. lli/S PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPlli ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATlON. IF lliE PLAN VARIES FROM lliE SHORING SYSTEM
'iTANOARO'i £STAB! /'iHFO BY THF CQN'iTRUC11QN 'iAFFTY QRDIRS: 1111£ 8
CALIFORNIA ADMINISTRATIVE CODE. lliE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT lliE CONTRACTORS EXPENSE. A COPY OF lliE OSHA
EXCAVATlON PERMIT MUST BE SUBMITTED TO lliE INSPECTOR PRIOR TO
EXCA VA TION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 11117i/N ANY WORK ZONE
DURING CONSTRUCTlON, QPERA170NS /Ifft a:AST IMMFOIATFZ /'. ANO lliE
PERMIT.TEE ll?LL NOTlFY THE CITY ENGINEER. OPERATlONS ll?LL NOT RESTART
UNTlL lliE PERMIT.TEE HAS REC£/V£0 WRITTEN AUlliORITY FROM lliE CITY
ENGINEER TO DO SO
17. ALL OPERATlONS CONDUCTED ON THE SITE OR ADJACENT lliERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, OEPART/JRE OR OPERATlON OF TRUCKS,
EARlliMOflfNG EQUIPMENT, CONSTRUCTlON EQUIPMENT AND ANY OlliER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO lliE PERIOD BETH£EN 7.·00 A.Al. ANO
SUNSET EACH DAY, MONDAY lliRU FRIDAY AND NO EARlliMOflfNG OR GRADING
OPERA TlONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT lliE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY lliE CONTRACTOR TO lliE
CITY ENGINEER FOR APPROVAL TWO FVII WORKING DAYS PRIOR TO BEGINNING OF
WORK. lliE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG lliE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF 77i£
GRADING OPERA 170N.
19. NO BLASTlNG SHALL BE COMMENCED ll?THOUT A CITY ENGINEER APPROV£0
BLASTlNG PROGRAM ANO BLASTING PERMIT.
20. lliE EXISTENCE ANO LOCATlON OF UTlLITY STRUCT/JRES ANO FACILITIES SHOWN
ON lliE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF lliE AVAILABLE
RECORDS. ATTENTlON IS CALLEO TO lliE POSSIBLE EXISTENCE OF OlliER
UTlLITY FACILITlES OR STRUCTVRES NOT SHOWN OR IN A LOCATlON DIFFERENT
FROM lliAT SHOWN ON lliE PLANS. lliE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTlONARY MEASURES TO PROTECT lliE UTlL/TlES SHOWN ON lliE PLANS ANO
ANY OlliER EXISTING FACILIT!ES OR STRUCT/JRES NOT SHOWN.
21. lliE CONTRACTOR SHALL VERIFY lliE LOCATlON OF ALL EXISTlNC FACILITlES
( ABOVEGROUND ANO UNDERGROUND) ll?lli/N lliE PROJECT SITE SUFFICIENTlY
AHEAD OF THE CONSTRUCTION TO PERMIT lliE REflfS/ONS OF lliE CONSTRUCT!ON
PLANS IF IT IS FOUND lliAT lliE ACT/JAL LOCATIONS ARE IN CONFLICT ll?lli
THE PROPOSED WORK.
22. lliE CONTRACTOR SHALL NOTlFY AFFECTllJ UTlLITY COMPANIES (SEE BELO/I') AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTlNG CONSTRUC'!10N NEAR 17i£/R
FACILITIES ANO SHALL COORDINATE WORK /1117i A COMPANY REPRESENTAT1V£
UNDERGROUND SERflfCE ALERT (800}122-4133
SOGM (800)660-7343
AT&-T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICA170NS (760)80fl-9809
CITY OF CARLSBAO(STR££TS ANO STORM DRAIN) (760)434-2980
CITY OF CARLSBAO(SE/£R,WATER &-RECLAIMED WATER) (760)438-2722
•SAN 0/EGUITO WATER DISTRICT (760)633-2650
•LEUCADIA WASTEWATER DISTRICT . (760)753-0155
•VALLECITOS WATER DISTRICT (760)744-0460
•OLIVENHAIN WATER DISTRICT (760)753-6466
,BUENA SANITATION DISTRICT (760)726-1340
•AS APPROPRIATE
S11llE'l'N011fS
!. ACT/JAL STRUCT/JRAL SECTIONS 111LL BE DETERMINED AFTER ii'" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF lliE STA TE
OF CALIFORNIA, PR/NC/PALL Y DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON lliE PREPARED BASEMENT SOIL. THE ii'" VALUE TESTS
AND lliE ENGINEERED STRUCTVRAL SECTION MUST BE SUBMITTED TO lliE
ENGINEERING INSPECTOR FOR REflfEW ANO APPROVAL A MINIMUM OF TWO (2)
Cl TY WORKING DAYS BEFORE lliE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON lliESE PLANS,UNOERGROUND
CONDUIT RUNS, SERflfCE POINTS AND HANO-HOLES SHALL BE SHOWN ON lliE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATlONS ll?LL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" T'rPE.
J. ALL UNDERGROUND UTlL/TlES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTlON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE /Wlli A MINIMUM
0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15' PVC MA Y BE
UTlLIZEO PROflfOEO OEPlli IS LESS THAN 15 FEET AND BACKFILLED 11117i
3/4' ROCK PER SORSO S-4 T'rPE •c• ANO PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
5. WHERE AN EXIST!NG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOV£0
11117i/N TH£NTY FEET OF BUILDING OR STREET AREAS ANO REPLACED 11117i
PROPERLY COMPACTED SOILS. IN OlliER AREAS lliE PIPE /11LL BE PLUGGED
/Wlli CONCRETE OR REMOV£0 AS APPROV£0 BY lliE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITZE 24.
CALIFORNIA AOMINISTRA T!VE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTlON IV 0.3 OF lliE CITY
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE H/'lJRANT MARKERS SHALL BE PLACED IN lliE STREET ll?lli/N lliE LIMITS
OF WORK OF llilS PLAN PER SORS owe M19.
9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE 0/SlVRBED BY lli/S WORK
SHALL BE REESTABLISHED, PERPET/JATEO, ANO DOCUMENTED PER lliE
PROFESSIONAL LANO SUR/IEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROflfOEO TO lliE CITY
ENGINEERING INSPECTOR.
SEfYER N OTES
!. SEIVER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE /Wlli
lliE CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION)
VOLUME!-GENERAL DESIGN STANDARDS, CHAPTER 6-0ESICN CRITERIA FOR GRAll1TY
SEIVER LINES ANO APPURTENANCES, ANO VOLUME 3 -STANDARD ORAll'lNGS ANO
NOTES ANO STANDARD SPECIF/CA TlONS FOR PUBLIC WORKS CONSTRUCT!ON,
LATEST £0/T!ON (GREEN BOOK).
2. TH£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM lliE DlflfS/ON
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL
PROflfSIONS OF lliE STA TE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECT!ON TO lliE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM lliE 0/SlRICT. IT MUST BE SIGNED ANO APPROV£0
BY lliE DISTRICT'S ENGINEER ANO SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RICH T OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. lliE CONTRACTOR SHALL NOTlFY lliE CITY OF CARLSBAD ENGINEERING
INSPECTlON 48 HOURS PRIOR TO lliE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO {760] 438-389!)
fYATER N OTES
!. WATER&: RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE 111TH 17i£ 'CITY OF CARLSBAD ENGINEERING STANDARDS' VOLUME 2 &:
3 (LA TEST EOIT!ON).
2. lliE CONTRACTOR SHALL OBTAIN AN EXCAVATlON PERMIT FROM lliE 0/v?SION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVAT!ON ANO SHALL PR01110E PROOF
OF OSHA NOTlFICATION ANO SHALL ADHERE TO ALL PROflfS/ONS OF lliE STATE
CONS1RUC710N SAFETY ORDERS.
3. BEFORE ANY CONNECTlON OR SHUT DOWN OF VALVES ON EXISTING C.M.W.0.
LINES, A PERMIT SHALL BE OBTAINED FROM lliE C.M. W.O. OFFICE ANO MUST
BE SIGNED AND APPROV£0 BY lliE CITY OF CARLBAO'S DEPUTY CITY ENGINEER
ANO lliE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUCT!ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCT!ON BEGINS. lliE CONTRACTOR SHALL NOTlFY 17i£
CITY OF CARLSBAD ENGINEERING /NSPECTlON 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION, TELEPHONE N.0(760) 438-389! FOR SCHEDULING.
5. 17i£ CONTRACTOR SHALL NOTlFY lliE CITY OF CARLSBAD ENGINEERING INSPECTlON
DEPARTMENT 48 HOURS PRIOR TO STARTlNG WORK SO THAT /NSPECT!ON MAY BE
PROflfOED -TELEPHONE NO (760)438-389!
6. NO TREES OR STRUCT/JRES SHALL BE ALLOWED IN lliE WATER LINE EASEMENT,
ALL EXIST!NG TREES ANO STRUCT/JRES SHALL BE REMOV£0 PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REOUIRE WRITTEN
PERMISSION FROM 17i£ DISTRICT £NG/NEER.
7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA17i00/C PROTEC110N. IF OEVELClDER/OWNER CONDUCTS A SOILS
TEST REPORT ANO DEMONSTRATES THAT PROTEC110N CAN BE PERFORMED IN
ANOlliER MANNER, lliE DISTRICT ENGINEER ll?LL CONSIDER AN ALTERNAT!V£
FORM OF PROTECT!ON.
8. 17i£ EXACT HORIZONTAL AND VERT!CAL ALIGNMENT ANO T'rPE OF MA TERIALS OF
lliE FIRE LIN£ LOCATED BETWEEN lliE DETECTOR CHECK VAL/IE ANO BU/LO/NG
SHALL BE DETERMINED BY 17i£ CITY OF CARLSBAD FIR£ MARSHAL
9. ALL POTABLE WATER S£RflfC£S ANO RECYCLED WATER SHALL BE f' ANO ALL METERS
SHALL BE 5/8" (UNLESS OTHERll'lSE NOTED ON PLANS).
to. ALL WATER METER BOXES SHALL BE !7"x30"x!2" POLWER CONCRETE AS
MANUFACTVREO BY ARMORCAST OF EQUAL
!!. MINIMUM SPACING BETH£EN POTABLE WATER LATERALS ANO SEIVER SERflfCES
SHALL BE !O FEET.
12. 17i£ rao OF WATER METER BOXES SHALL BE FLUSH 11117i lliE FINISHED SURFACE
GRADE.
!3. CONSTRUCT!ON OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO
TO lliE 'CRITERIA FOR 17i£ SEPARATlON OF WATER MAINS ANO SANITARY SEWERS'
PUBLISHED BY lliE STATE OF CALIFORNIA'S DEPARTMENT OF HEALlli SERflfCES.
14. AXIAL 0£FL£C 170N AT 17i£ PIP£ JOIN TS ARE NOT ALLOWED. 17i£ US£ OF A HIGH-
OEFlEC110N COUPLINGS AT A PIPE JOINT MAY BE PERMITTED BY lliE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL OEFLECTlON PER
COUPLING (2 0£CR£ESµACH CASKET). US£ CERTAINTEED 'VfN!1.-/RON' H.O. FOR C-900.
«aM411W f£8fS'YIKSPf '1ftffl¥"
I HEREBY DECLARE lliAT I AM lliE ENGINEER OF WORK FOR lli/S PROJECT, lliAT I HA 1-t' EXERCISED
RESPONSIBLE CHARGE OVER lliE DESIGN OF 17i£ PROJECT AS DEFINED IN SECTlON 6703 OF THE
BUSINESS ANO PROFESSIONS CODE, ANO lliAT 17i£ DESIGN IS CONSISTENT /Wlli CLIRRENT STANDARDS.
I UNDERSTAND lliAT lliE CHECK OF PROJECT ORA/11NGS ANO SPECIFICATlONS BY 17i£ CITY OF
CARLSBAD DOES NOT RELIEl-t' ME, AS ENGINEER OF WORK, OF MY RESPONSIBILl11ES FOR PROJECT
DESIGN.
SHEET INJJEX MAP
IHPEX
I COVER SHEET
2 WATER PLAN &-PROFILE
3 SEIVER LATERAL &: PROFILE
OA!E· !!-5-07
0
LEGEND
WATER LINE
FIR£ H/'lJRANT
£XIS TING SEIVER
EXISTING WATER
II I I
-w-...
-s-
-w-
EXISTING RECLA/MEO WATER -RW-
SCALE !"=200' ---------0 ,?00 400
Affl.lCANl I SUfD'fJR:
GRAND PACIFIC RESORTS, INC.
5900 PASTEUR COURT, SUITE 200
CARLSBAD, CA 92008
(760) 431-8500
CONTACT: TIM STRIPE
litW¢/wT QIM-,,CS
CITY OF CARLSBAD OWG. NO
428-9
428-9A
333-2.V
IHSS IT flTISS:
600 800
THE BASIS OF BEARINGS FOR THIS SURl-t'Y IS lliE CALIFORNIA
COORDINATE SYSTEM -!983, ZONE 11, 199!.35 EPOCH, NORlli
AMERICAN OA TUM OF !983 (NA083) GRID BEARINGS BETWEEN
STA110N CLSB-058 ANO STATION CLSB-054 AS SAID
COOROINA TES ARE PUBLISHED IN lliE RECORD OF SURl-t'Y MAP
NO. I 7271, FILED IN lliE OfF/CE OF THE SAN DIEGO COUNTY
RECORDER ON FEBRUARY 8, 2002.
(I.E. N 05:J,J'o.7' II')
9Pft'.T IT JllDill'NWY
TOPOGRAPHY SH0/1/V ON 17i£SE PLANS WAS GENERATED BY PHOTOGRAMMETRIC
M£17iOOS FROM INFORMATlON GAlliEREO ON 8-8-2006 BY ANALYTlCAL PHOTOGRAMMETRIC
SURl-t'YS, INC., TOPOGRAPHY SH0/1/V HEREON ClWFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
AMCCTJA?f lD{
llilS PROJECT IS LOCATED 111THIN ASSESSORS PARCEL NUMBER(S)
l({ uo 02 &: l({ uo 0.5
TH£ CALIFORNIA COORDINATE INDEX OF llilS PROJECT /S.-
N _____ ~=--£ ~u
BENQ1 IIA8K
OE SCRIP TION.· CARL <;BAI} CONTROi MQNIJAIFflT I 3028 BRA££ Dt,K IN HO L 4/0NUAIFNT
STAMPED LS /32/
LOCA TlON.· APPROX 750' IIFSTFRL Y &: 800' NORTHFRL YA/ONG A DIRT !RAIL FROM THE
ll'ESTERL Y £NO OF TH£ QIN.NON ROAO BRIOG£
RECORDED.· CITY 0£ CARLSBAD QRTHQPHQTQ MAPPING ORAH?NG NO. 296 5
ELEVATION.· !!8. 768 DA TVM.· 1929 MEAN SEA LEVEL DA lVM
ABBRE\IIADQNS
AH
ASSY
AW
BC
BCC
BO
BOP
CB
Cl
CL
CLR oc
EC
£CC
EG
FH
Fl
F.L.
FS
F.S.
GV
IE
JB
MAR
NE
NW
PJ
PRC
R/W s soco sco so
SE
SW
STA
TOP
18 w.s
ACCESS HOLE
ASSEMBLY
AIR &: VACUUM VAL 1-t'
BEGIN CURl-t'
BEGIN COMPOUND CURVE
BLOWOfF
BOTTOM OF PIPE
CATCH BASIN
CURB INLET
CENTER LINE
CLEAR
0£FlEC 710N COUPLING
ENO CURl-t'
ENO COMPOUND CURVE
£XIST1NC GROUND
FIRE H/'lJRANT
flANCE OR flANCEO
flOW LINE
FIRE SERflfCE
FINISHED SURFACE
CA TE VAL 1-t'
IN/IER T ELEVA 170N
J/JNC TllW BOX
MANUAL AIR RELEASE
NORlliEAST
NORTHWEST
PUSH-ON JOINT
PO/NT OF REV£RSE CUR 1-t'
RIGHT OF WAY
SLOP£
STORM DRAIN CLEAN.OUT
SE/fER CLEANOUT
STORM DRAIN
SOU lliEAS T
SOU llill'ES T
STATllW
TOP OF PIP£
lliRUST BLOCK
WATER SERflfCE
, =# ... 'l.;t .:::f JIii ENGINEERING
LANO PLANNING -Clv1L ENGINEERING -SURl-t'l1NG
4/0 STATE PLACE -ESCONDIDO, CA 92029
(760) 745-81!8 -FAX (760) 745-1890
CARLSBADdNICIPAL WATER DISTRICT
{lj -12../,2./<>7
DAVID A. HAUSER DATE
DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/08
,o.er TO 118 DONE
lliE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE ll?lli lliE
FOLL0/11NG DOCUMENTS, CURRENT AT lliE TIME OF CONSTRUCTION, AS DIRECTED
BY THE Cl TY ENC/NEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. lli/S SET OF PLANS
4. RESOLUT!ON NO. 5685, 5686, 5687. 5688, 5689, 5690 &: 569! DATED SEPTEMBER!, 2004.
5. lliE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT!ON (GREEN BOOK)
6. SOILS REPORT ANO RECOMMENOAT!ONS BY LEIGHTON AND ASSOCIATES DATED APRIL IT, 2005,
AS UPDATED, ANO THE AS GRADED GEOTECHNICAL REPORT DATED AUGUST 2, 2006,
AND THE GRADING PLAN R£'v7£W AND SUPPLEMENTAL GEOTECHNICAL
RECOMMENDATIONS LETTER, CARLSBAD RANCH PLANNING AREA N05 'v7LLAS 50
lliROUCH 52, CARLSBAD, CALIFORNIA. DA TEO SEPTEMBER 1!, 2007.
7. lliE SAN DIEGO AREA REGIONAL STANDARD DRAll?NGS ANO AS MAY BE MODIFIED
BY lliE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION OEVELClDMENT CONO/TlONS. PERMIT 03-04 5688 DATED
SEP !EMBER !, 2004.
9. STORMWATER POLLUTION PREV£NTION PLAN (SI/PPP) PREPARED BY EXCFL ENGINEER/NC
DATED.· 8 -30-2007 W0/0 ;f_2_J7..[;.J.JJQJ_J__ 5WMP 0700~
10. STORMWATER MANGEMENT PLAN PREPARED BY EXCEL ENGINEERING
DATED: 5-20-2007
!!. CALIFORNIA STORMWATER QUALITY ASSOC/ATlON (CASQA) STORMWATER BEST MANAGEMENT
PRACTICE, CONSTRUCT!ON HANDBOOK,· ANO lliE STA TE OF CALIFORNIA DEPARTMENT OF
TRANSPORTA110N CONSTRUCTION SITE BEST MANAGEMENT PRACTlCES (BMP) MANUAL
LEGENO
OE.SCRIP 170N
!0" C-900 CL -150 WATER MAIN
FIRE H/'lJRANT ASSEMBLY
lliRUST BLOCK
6" SEIVER LATERAL ll?lli CLEANOUT
TRENCH RESURFACING (T'rPE A')
SIDEWALK REPLACEMENT ~..,_
T P N tY;
~ Z'X.. WATER SERflfCE ll?lli ):;<' METER
,!j" G90{) SE:,c? bflB?,fl ,1nc-StCLHE ---,
OWG. NO.
CMWO 1112
CMWO 1115
CITY S-7. S-8
SORSO G-24 T'rPE A*
SORSO G-!!
* AS MODIFIED BY CITY OF CARLSBAD STANDARDS
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78
S'IMBOL
-w-
►
MAP
QUANTITY
389 LF
ZEA
4 EA
3EA
354 SF
!!7 SF
60 LF
I EA
!rJ LF
CITY OF VISTA
SITE
PACIFIC
OCEAN
'Y
IDDEN "\
VALLEY RD. ✓,
.·.·. ·.· .·:•· .. · .
· cosr ·· AV£
CITY OF ENC INITAS
SUSMP PROJECT PRIORITY: HIGH
CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T"
REQUIREMENTS ~a~ NO. OF F.H.(S)_2_F.FLOW 1500 G.P.M. OUT OF_l_F.H.(S). 81. SPRINKLED @/NO ... F.FLOW 2250 G.P.M. P.E. ~5~22 EXP . 1zb1bo . .f-2.. 11 lt 1 /ze,o7 REVIEWED BY: blRE MARI ,H t L ' I I DATE
'-.. /,AAC.IAA • ' -
IN,5PECTOR
,I / 0 ,:; /4 ,
I
DATE
II L.5i:J. L~+
DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
CARISBAD RANCH, PWOOHG AREA NO. 5
RISORT SlTS -VIlUS II0-52
TITLE SHEET
APPROVED, D:'rlD ...> ~ER I ~1, .._ib "'
/1/1,/09 ROD PJ. AS-IIUILT ~ i:.ES\ZEP WI\Ttl>. SE"'1\l.£: AND MtTER. DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 /30 /08 DATE
t/,0/49 !?DP r \ 1(€r,se ~EWEil u.-r~s. a.i111fl•-r'E, SL6eVCS ~ r,. 7,, . -,::.vv OWN BY:
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INlllAL DATE INITIAL CHKD BY· G'(ff CT 03-02 EN G1NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ,:;;: 428-9E
030309
122R07
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11/ /II
1/tffl""='--~ 1
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L~-= ASSEAIBL Y, 80 4
8£CIN NEW 10' Pl-C
WATER AIAIN
SCALE: 1"=20'
- ----0 t?O 40 60
-~
--w--w--w
0 -rv
80
LOT 10
MAP 15332
EXIST. 12' Pl-C
WATER AIAIN PER
0/ffJ. 428-9
0
EXIST. WATER
METERS PER 0/ffJ.
-128-9
' ' '
T 12
MAP 15332
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LOT 9 MN' 15332
ENGINEER OF WORK
r-=t 'ffi .::f JI ENGINEERING
LANO PLANNING -Clv1L £NC/NEERING -SUR/,E"/1NG
,1,10 STA TE PLACE -ESCONDIDO, CA 92029
(760) 7!5-8ff8 -FAX (760) 745-1890
ENGIN~FYORK:_ /
~~~ DATE: 11-5-07
ROBERT D. DENTINO RCE 45629 EXP. 12-31-08
f~
SE£ 0/ffJ. N0.-128-90 FCW SURFACE IAIPROlfllENTS, STORA/ DRAIN ANO GRADING
111,10~ RDO II As-e,u1L1-ilcSIZ~D WA"TE seP-VICt AND 1-\1:TE'I<-
I\
DA,£ INITIAL DATI: INITIAL
ENGINEER OF WORK REVISIO N DESCRIPTION OTHER APPROVAL
NO
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DATI: INITIAL
CITY APPROVAL
WATER DATA {CL -/50)
OELTA/BRC RAO/US LENGTH REMARK
N!J70'2JT --9.60' to• Pl-C C-900
N46¥9'J7'W --49.14'
N58V!'J7'W --f 74.98'
N6979'!J'W --154.80'
NO DEFLECTIONS AT BELLS, RTT!NGS OR OF
Tli£ PIP£ llfLL 8£ ALL 0/tEO. TliE US£ OF
0£FL£C T!ON COUPLINGS SHALL 8£ REQUIRED.
, .
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"AS BUILT"
.7~vv~ ,
EXP . 12./.,/10 RCE l/5G29
REVIEWED BY:
/,/4 ,;/o 1
DATE
~ .,.,..,._\/\A J ...
IPECTOR
,, /.3 0 lo°[
DATE
I SH~TS I I SH~ET I CIT Y OF CARLSBAD
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
CARISBAD RANCH, PWNING AREA NO. 5
RISORT S1TB -VIU.AS 60-52
APPROVED: DAVIEL:]AU~
c:: t:::,,,._
DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/08
/ 2.../,z. {_o 7
DATE
DWN BY:
I
PROJECT NO. I DRAWING NO. CHKD BY: Gvf' CT 03-02 RVWD BY: C-W 428-9E
122807
NO'f"E 1 : PRO V/DE ~L .. ~RY 8 ,'1-GKrlLL 711/Zo«~;/ Ex,s;: D/1..Y lt-r'IL/T-V ;;y,.J~ JI._
I' M /,J, PAS -r FHE EDC.E: oF T"/1€
EX1s-r1tJC, EL£C.'l"RICAL SUtfl./Z.Y.
No rE 2: APPf<oVAL F/ZoM SD Gt.£ Resl"•flEI>
prz..,oti .,..0 CoNSTll!l4C.TION,
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WATER MA IN ---~~,...._l .J I I I
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I I WATER LINE AND TRAIL EASEMENT DEDICATED
TO THE CITY OF CARLSBAD ON MAP 13408,
ooc . NO . 1997-1 47754 OF OFFIC IAL RECORos.-""'-------iH ~-rH~~f -------~~ RECORDED APRIL 1, 1997 . ,:
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EXIST. 12• PVC
RECLAIMED WATER------11-oo,:
MAIN
LOT 18
CARLSBAD TRACT 94-09
MAP NO . 13408
CAUTION:
GAS LINE
POTHOLE PRIOR TO
CONSTRUCT! ON
REPLACE NEW SIDEWALK
TO MATCH EXISTING-__..--
PER SDRSO G-11
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VILLA 50
CAUTION EXISTING GEOGR I
PROTECT IN PLACE
EXIST. 24" RCP
TORM DRAIN PER
DWG. NO . 428-9
LL
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BLOC. STA17ON PAO £LEV
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----
LOT 10
MAP 15332
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43+36.75 !9630
431 96.75 !9630
13+96.75 !97.30
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DATA SDR 35 GREEN
CD1E@ 3 IE @ G)FS@ SLOPE LENGTH LOT,// NOTES
MAIM R/W R/W (%) PARCFL,f
176.35 f85.8l' !90.59 2% 34' LOT 9 6" Pl,t;; WllA 50
176.35 !85.8'). !90. !O 2% 3-f' LOT 9 6 " PVC, WLLA 51
/76. 35 185.82 189.50 2% 3-f LOT 9 6 Pl,t;; WLLA 52
IA.
TRENCH RESURFACING~-_ _..:z:::::-=.=-::...::::..=~~=-==-=+-=,t..:.=-.;;2'.j=~i'.'.::=Jj:::...=:...=.=..=f.:.::...=::...=\=.++::...=:...=.=..=;..:=;._:;:.;;;;_::;.,;;.;;:_::~;..:::;~:::;.::=.=:_;::_:;.::;_:=)~;.,:;~:::;.::::-,:;~..=_=._:=-::'~:...=.=_=-::::...=::...=.=..=-:=-=::...=:.=.=..=-::::...=:...=.=..=-:=-=::...=:.=.=_=
TYPE 'A' PER SDRSD G-24.
SCALE: 1 "=20 '
------ -0 40 60 80
INSTltll (.3) 6" SEWER LATERAL
PER CITY OF CARLSBAD
STANDARD DWG. S-7 k S-8
WITH 8" GQQQ PIPE SLEEVE
SL«Rl'tY 8'\Gl<FiLL PER.
No-re :1.. LtJo'f'E 2. -r'H 1S
5~ee-r
• SE ----...
STAN
WITH -a.:..-691~ ~~.EE~
s
L No-r'E -r.
ENGINEERING
LANO PLANNING -Cl/4L £NC/N££R/NC -SURvfl1NC
440 STA TE PLACE -ESCON0/00, CA 92029
(760) 745-8!!8 -FAX (760) 715-1890
EXIST . 8" PVC
SEWER MAIN PER
DWG 333-2V
EXIST . 16 " L.P .
PVC WATER MA IN
PER DWG 333-2V
¢. D. Dq;
½~ 1 ~ Ll:: No. 45629 O
1( Exp. 12-31-0B
CJV\\...
OF U.,\...\\
OF WORK: /
~!Jr.c.>V....::Z.. DATE: 11-5-07
ROBERT D. DENTINO RCE 45629 EXP. 12-31-08
EXIST . 16" H.P .
PVC WATER MAIN
PER OWG . 333-2V
RE V I EWEO BY:
EXP. 12./!11 /to DATE
0 /,. o Lo9
DATE
>----+----+---+------------<---+--+---+-----I I SH3EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 3 :=='....'::::::========::::'....'::::=~
t----+----+---+---------------+-----t---+----+----1 IMPROVEMENT PLANS FOR:
/ 3 vP
DA TE INITIAL DA TE INITI AL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CWBAD RANCH, PLANNING AREA NO. 5
DSORT SlT.I -VIU.AS l50 TO 152
APPROVED: 10_¼.LrSER
DEPU TY CITY ENGINEER PE 33081 EXPIRES 6 30 08
IL./,z./o '1'
'DATE
OWN BY:
CHKD BY· Git; RVWD BY: ""-
PROJECT NO.
CT 03-02
I DRAWING NO.
428-9E
\'l.\'li\\
030309
122807