HomeMy WebLinkAboutDWG 415-9F; CT 97-13; CARLSBAD OAKS NORTH - SEWER & WATER LOOP; 01-27' ' . ·l~
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GENERAL Noris
I. THIS PLAN SUPER~fDfS ALL OTH£R PLANS PREVIOUSLY APPROVfD BY THE CITY
OF CARLSBAD RfGARD/NG IMPROVEMfNTS SHOWN ON THIS SET OF PLANS,
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE: AMY PORTION Of THc
CARLSBAD MUN/C/fAL CODE, RESOLUTION Or CONDITIONAL APPROVAL, CITY
STANDARD$ OR OTHER ADDITIONAL DOCUMENTS l!STfD HEREON AS THfY MAY
PERTAIN TO THIS PROJECT. THI; ENG./NEER IN RESPONSIBLI: CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCf IS DISCOVERED.
! s ., '
3. Cl TY APPROVAL Of; PLANS DOES NOT RELIEVE: THf!: D£VfLOPER OR £NGINE£R-
OF-WORK FROM R£SPONSIBIUTY FOR THE CORRECTION Or ERRORS AND
OMISSIONS DISCOVCREO DURING CONSTRUCTION. ALL PLAN RfVISJONS SHALL
Bf PROMPTLY SUB~I TTEO TO THE CI TY. ENG I NEER FOR APPROVAL .•
4. A RloHT·OF-WAY PERMIT FROM TH£ CITY £NG/NEER WILL Bf R£QU/R£D FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FJiED NAMING THE CITY OF CARLSBAO AS
AN ADDITIONAL IN,SURED ON THE PERM/TTEf'S POLICr IN THE MINIMUM AMOUNT
OF $1,000,000.00 F0/1 E:ACH QCCURR£NCf; OF: LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS £STABLISHfD BY "BESTS' KEY RATING GUIDE.
' ,. NO WORK SHALL Bf C~NCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE: CITY ANO OTHER APPROPRIATE: AGfNCIES.
' 6. REVISION Or THESE PLANS MAY 8£ REQUIRED IF . THE: PROPOSED
IMPROVfM(;NTS AR~ NOT CONSTFIUCTE;O PR/QR TQ TH£. DEADL IN£ DATE". OF THE:
IMPROVfME:NT AGRffMENT.
I I 7. NO REVISIONS WILL Bf!: MADE TO THfSE PLANS WITHOUT THE WRITTEN APPROVAL
OF TH£ CITY E/1,GINEER, NOTEO WITHIN THE R£VIS/ON BLOCK, ON THE
APPROPR I AT£ SHffT OF THE PLANS AN/) Tl TL£ SHEEr.
I
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON 8£/NG
SIGNED BY THE CITY £NG/NEER,
\, !
9. THo 0/IIGJNAL DRAWING SHALL Bi! REVIS£D TO R£FLECT AS-BUILT CONDITIONS
BY TH£ £NG/NEER-OF WORK PRIOR TO FINAL ACC£PTANC£ OF THE WORK BY THE
Cl TY. ! ' '· .
' .. 10. ACCESS FOR f/RE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
TH£ PROJECT SIT£ AT ALL TIME'S OUR/NG CONSTRUCT/ON.
! " '
II . WHER£ TRENCHES 4RE WITHIN CJ TY EAS£MENTS, A SO I LS Rf PORT COMPR I SfD OF:
/A/ SUMMARY SHf:ET, (8! LABORATORY WORK SHEETS AND (C/ COMPACTION
CURVES, SHALL BE, SUBMITTED BY A PROF£SS/ONAL ENGIN£ER OF THE STAT£ OF
CALIFORNIA, PRINCIPALLY 00/NG BUSINESS IN THE FIELD OF APPLIED SOILS
M£CHAN/CS. TH£ SOILS REPORT WILL BE SUBMITTED TO THE CITY ENG/N£ERING
/NSP£CTOR WITHIM TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WR/ TTEN f I ELD COMPACT I ON REPORT/ SJ SHALL 8£ IMMED I AT£LY SUBMITTED TO
THE: CITY £NG/NE~R/NG INSPECTOR VPON COMPLETION OF THI; FIELD TESTS.
IZ. A PRE;CONSTRUCTJOf'I ME£TING SHALL Bf HELD AT THE SIT£ PRIOR TD THI;
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL R£PRES£NTATIV£S
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE: MEETING
THROUGH THE PERMIT CLERK /438-3S9I/ Af LEAST FIVE /5/ WORKING DAYS PRIOR
TO STARTING CONS,TRUCT/011. APPROV£P DRAWINGS MUST BE AVAILABLE PRIOR TO
SC HEDI/!. J NG.
13. ALL INSPfCr/011 REQUESTS OTHER THAN FOR PRfCONSTRUCT/ON MEETING WILL BE
MADE BY CALLING TH£ ENGINEERING 24-HOUR INSPECTION REOU£ST LINE AT
/760/ 438-3S9I.' INSPECTION R£QUESTS MUST BE R£Cf/VED PRIOR TO Z:00 P.M.
011 THE: DAY BEFORE THE INSPECT/OIi JS NEEDED. INSPECTIONS WILL BE MADE
TH£ NE:XT WORK DAY UNL/;.SS YOU REQUEST OTHERWISE. REQUESTS MADE AFTE:R
2,00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THo OWNER AND/O# APPLICANT THROUGH THE D£VELOPE/I AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICE'S, INCLUDING
SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW$ ANO R£GULATIONS.
' '
' 15. THIE CONTRACTOR $HALL CONFORM TO LABOR CODI/: S£CTION 6705 BY SUBMITTING
A QETAIL PLAN TO THE CITY ENGINE£R AND/OR CONCERNED AGENCY SHOWING
THo DESIGN OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH£
· £XCAVATION OF SUCH TRENCH OR TRENCH[$ OR DURING THE PIPc INSTALLATION
TH£R£/N. THIS P~AN MUST 8£ PREPAR£D FOR ALL TR£NCH£S FIVE FEET /5' /_ OR
MORf IN DEPTH ANO APPROVfO BY THE CI TY £NG I N£E:R AND/OR CONC£RIIED
AGENCY PRIOR TO .EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORD£RS, TITLf 8
CALIFORNIA ADMINISTRATIVE CODE, TH£ PLAN SHALL BE PR£PAR£D BY A
REG J STEREO ENG I NEER AT, THf CONTRACTORS EXPENSE. A COPY OF TH£ OSHA
EXCAVATION P£RM/T MU~T BE SUCMITTED TO THf INSPECTOR PRIOR TO
EXCAVATION. '
16. Ir ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOV£R£D WITHIN ANY WORK ZONE
DURING CONSTRU<;T/011, OPERATIONS WILL CEASE IMM£DIAT£LY, AND THE
PERMITTEE: WILL NOTIFY THE CITY ENGIN£ER, OPERATIONS WILL NOT RESTART
UNTIL THE PERMJTT£E HAS RfCEIVED WRITTEN AUTHORITY FROM TH£ CITY
ENG I N££R TO DO ~O. . .
' 17. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT TH£RETO, INCLUDING
WARMI//G UP, Rt;PAIR, ARRIVAL, /!EPARTURE OR OP£RATION OF TRUCKS,
EARTHMOVING [QU/PMENr, CONSTRUCTION EQUIPMENT ANIJ ANY OTHER ASSOC/AT£D
GRADING [QU/PME//T SHALL BE LIMIT£D TO THE PERIOD BE:TWE£N 7:00 A.M. AND
SUNSfT EACH DAY; MONDAY THRU FRIDAY AND NO £ARTHMOVIN6 OR GRADING
OPERATIONS SHAL4 BE: CONDUCTED ON WEEKENDS 0/1 HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVA/LABLE AT THE ENGIN£ER/NG DEPARTMENT COUNTfR, J
I~. ALL OFF-SITE HAUL ROUTES SHALL BE SUBM/TTEIJ BY THE CONTRACTOR TO THE
CI TY ENG I NE£R FOR APPROVAL TWO FULL WORK I NG DAYS PR I OR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE: HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLAST I NG SHALL BE COINAEIICEO WI THOUJ A . CI TY ENG I NEER APPROVE[)
BLASTING PROGRA~.
20. THE EXIST£NCE AI/D LOCAT/011 OF UTILITY STRUCTURfS A/ID FACILITIES SHOWN
OIi THo CONSTRUCTION PLANS WERE OBTAINED Bi' A S£ARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHfR
UTILITY fACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOW/I ON THE: PLANS. THE CONTRACTOR IS REQU/R£1) TO TAKE DUE
PR£CAUTIONARY ME;ASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOi SHOWN. .
ZI. THI! CONTRACTOR ~HALL V£;RIFY THE LOCATION OF ALL EXISTING FACILITIES
/ABOV£oROUND AN{) UNDERGROUND/ WITHIN THf PROJECT SITE SUFFIC1£NTLY
AHEA[) OF THE: CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUNIJ THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK, . ,
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE B£LOW/ AT LEAST TWO PULL fl/ORK/NG DAYS PRIOR TO STARTING CONSTRUCT/Of'/ NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITI-/ A COMPANY REPRESENTATIVE.
' '
VNDfRGROUND SERV/Cf; AL£RT
SDGIIE :
PAC I Fl C B£LL
ADELPHIA COMMUN./CAT/ONS
CITY OF CARLSBA[) /STRE~TS AND STORM DRAIN/
CITY OF CARLSBAO /SEWER,WATfR a RECLAIM£D WATER/
BUENA SANJTATI0/1 DISTRICT
CITY Or VISTA /STREETS a STORM DRAINS/
VISTA IRRIGATI0/1 DISTRICT
COX CABLE
I I
I I •"
/800) 422-4133
I SOO/ 660-734-5
(BOO/ 892-0123
( 760/ 438-7741
/760/ 434-2980
( 760/ 438-2722
/760/ 725-1340 /X/374/
/760/ 725-1340
(760/ 806-3100
/760/ 806-9809
J_
' CARLSBAD OAKS NORTH ' t
WORK TO 1£ DONf ii
CARLSBAD STREET NOTES
I. ACTUAL STRUCTU{lAL S£CTIONS WILL BE DfTERM/NED AFTER "R" VALUE
TESTS HAVE BE£N CONDUCTED BY A PROFfSS/ONAL £NG/NE£R OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED
SOIL MECHANICS, ON THE PR£PAR£D BASEMENT SOIL. THE: "R" VALUE: TESTS
ANO THE £NG(N££REQ STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING (NSP£CTOR fOR R£VICW AND APPROVAL A MINIMUM Of TWO (2/
CITY WORKING DAYS BEFORE THE WORK BEGINS. ,
2. STREET LIGHTS SHALL Bf INSTALLED AS SHOWN ON THES£ PLANS,UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE;
"AS-BUILT' PLANS. NO DIRECT BURIAL STR£ET L!oHT FOUNDATIONS WILL Bf
ALLOW£/). ALL LUMINAJRfS SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES ANO LAT(RALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/OIi Of CURBS, CROSS GUTTERS OR SURfACING OF STRf[TS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PJPf WITH A MINIMUM
D-LOAD OF 1.,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15• PVC MAY BE:
UTl~IZ£D PROVIDl:D DEPTH IS LESS THAN lo FEET ANO BACKFILLfD WITH
314' ROCK PER SQRSD S-4 TYPE 'C" AND PIPE MEETS ASTM STANDARD J034
FOR SOR 3/j SOLID WALL PIPE.
5, WHERE AN EXISTING PIP£ LINE IS TO Bf ABANDONED JT SHALL BE REMOVED
WITHIN 7W£NTY FEET OF BUILDING OR STREET AREAS AN/) REPLACED WITH
PROPERLY COMPACT£D SOILS. JN OTHER AREAS THE PIPE WILL BE PLUGG£D
WITH CONCRETE OR REMOVE[) AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLfD PER REQU/REM£NTS OF TJTL£ 24,
CALIFORNIA ADMI/IISTRAT/VE CODE.
7. STREET TREES SHALL Bf INSTALLED PER SECTION IV D.3 OF TH£ CITY
OF CARLSBAD LANDSCAPE MANUAL,
8. FIR£ HYDRANT MARKERS SHALL BE PLACED IN TH£ STR£1:T WITHIN TH£ LIMITS
Of WORK OF TH IS PLAN PER SDRS DWG Ml 9.
9. ALL SURVEY MONUMENTS A/ID POINTS THAT ARE DISTURBED BY THIS WORK
SHALL 8£ RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO /2/ SETS Or SURVEY /CUT/ SHEETS SHALL BE PROVIDED TO THE CITY
£NG/NEERING INSP£CTOR,
CARLSBAD SEWER NOTES
I. ALL SEW£R MA IN AND APPURT£NANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEVv?::R SYSTEM -D£$/GN
CRITERIA, $TAN/)/1R/) DRAWINGS AND SPfCIFICAT/ONS", A/ID THE STANDARD
SPECIFICATIONS, MARCH /993, AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION /GRE£N BOOK/.
Z, THf CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL AOHER£ TO ALL
PROVISIONS OF THE: STATE: CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING. SYSTEM, A PERMIT
SHALL BE DBTAIN£D FROM THE DISTRICT. IT MUST 8£ SIGNED AND APPROVED
BY THE DISTRICT'S £NG/NfcER AND SUP£RINT£NDENT. !
4, BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF ~AY, A CITY RIGHT
5.
Of WAY PERMIT SHALL BE RfQUIRED. :
THE CONTRACTOR SHALL NOTIFY THE CITY OF CARL~BAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THf BEGINNING OF CONSTRUCTION,
/TELEPNONE NO. {760} 438-3S9I /,
CA/WO WATER NOTES
i
I • WATER MA IN AND APPURTENANCES SHALL BE CONS TRUCTEO IN ACCORDANCE WI TH
THE "CARLSBAD MUNICIPAL WAT£R D.ISTRICT"S PROCEDUR~L GUIDE· GENERAL
DESIGN R£QU/REM£NTS AN/J STANDARDS AND SPECIFICATION~ FOR CONSTRUCTION
OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOB(R 1993, OR THE LATfST
REVISION. '
'
' 2. THE CONTRACTOR SHALL OBTA/11 All £XCAVATION PERMIT FROM THE: DIVISION
OF INDUSTRrAL SAFETY BEFORE ANY EXCAVATION AND SHA~L PROVIDE PROOF
rroN~}~~J~~~F~~:f}~No~iiR~~ALL ADHERE TO ALL PROV/S:/ONS OF THE STATE
' 3. B£FORE ANY CONNECTION OR SHUT DOWN OF VALVES ON f:XIST/NG C,M.W.D.
LINES, A P[RM!T SHALL BE: OBTA/NfD (ROM THE C.M.W.D,. OFFICE AND MUST
BE SIGNEO AND APPROV£D BY DISTRICT ENGINEfR AND DISTRICT
SUPERINT£NOENT. .
4, A PR£CONSTRUCTION CONFERENCE MEETING SHALL Bf HElo A MINIMUM OF 1
DAY$ BfFORo CONSTRUCTION BEGINS. TH[ CONTRACTOR SHALL NOTIFY TH[
CITY OF CARLSBAD l,:NG/NffR/NG INSPECTION 48 HOURS Pf110R TO BEGINNING
OF CONSTRUCTION /T£LEPHONE NO. {760} 438-3891 / FOR fCHfDUL/NG.
15. NO TR££$ OR STRUCTURfS SHALL BE ALLOWED IN TH£ WATl:R LIN£ [ASEMENT,
ALL £XISTING TRf[S 4NO STRUCTURES SHALL Be Rf:MOVED PRIOR TO
COM,1£NCEM£NT Of WORK -ANY £XCEPTIONS SHALL 'R£QUIR/; WRITTEN
P£RM/SS/ON FROM THE DISTRICT £NG/NEER, :
. I 6. THE: EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPf: OF MATERIALS OF
THE. FIRE: LINE LOCATED Bf7W£EN THE DETECTOR CHECK VALVE AND BUILDING
SHALL Bf DETfRM/NEO BY TH£ CITY OF CARLSBAD FIRE MAflSHAL.
I 7, ALL RECLA/MEO WATER MA.INS ANO APPURT£NANCES SHALL ~E CONSTRUCTED IN
ACCORDANCE WITH THf; "CARLSBAD RECLAMATION RULES ANp REGULATIONS FOR
TH£ CONSTRVCTJON OF R.ECLA/MfD WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT', OCTOBER 1993 OR AS AMENDED. !
8. ALL BURIED COPP£R PIPING ANO APPURTENANCES SHALL ~E PROTECTED BY
M£AIIS OF CATHODIC PROT£CTION. Ir DEV£LOPERIOWNER CONDUCTS A SOILS
TEST REPORT AND 01;:MONSTRATES THAT PROT£CT/ON CAIi' BE P£RFORMED IN
ANOTH£R MANN£R, THE DISTRICT ENGINEER WILL CONSID~R AN ALTERNATIVE
FORM Of PROT£CT I 011. :
!
'
CA/WO CONSTRUCT/ON NOTES
J. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE WAT£R METERS
SHALL Bf 518" ( UNLESS OTH£RWI SE NOTED ON PLANS/.
2. ALL WATER METER BOX£S SHALL BE /l"d0"x/2" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
DECLARATION OF RESPONSIBLE CHARGE
THE IMPROVEMENT WORK SHALL 8E PERFORM£!) IN ACCOROAk WITH ll/E FOLLO'lr/NG OOC/JMENTS,
CURRENT AT 11/E TIME OF CONSTRUCTION. AS DIRECTED BY !HE C!Tr ENGINEER.
I. CARLSBAD M/JN/CIPAL COO£
2. C/Tr OF CARLSBAD STANDARDS
J: THIS SET OF PLANS
.,_ RESOl/J TION NOs 5244 -5252 DA TEO AUCIJST 21, 2002.
.5: ll/E STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCllON (GREEN BOOK)
6. SOILS REPORTS ANO RECOMMENDATIONS BY WOODWARD Cl'fDf CONSULTANTS DATED JUNE 15, 1990.
l. SOILS REPORTS ANO RECOMMENOATIONS BY GEOCON. INCORPORATED OATEO DECEMB£R 24 1999.
I HERESY OE CLARE ll/A TI All ll/E ENC/NEER CF WORK FOR THIS
PROJECT, ll/A TI HA If' EXERCISED RESPONSIBLE CHARCE Orf:R 11/E
DESIGN OF TIIE PROJfCT AS OEfJNEO IN SECTION 610J (F 11/E BUSINESS
ANO PROFESSIONS CODE, ANO THAT 111[ DESIGN IS CONSISTENT WITH
CURRENT STANDARDS. 8. 11/E SAN DIEGO REGIONAL STANDARD ORA WINGS ANO AS MA Y 8£ MODIFIED 8 Y THE Cl TY OF CARLSBAD STANDARDS.
3. MINIMUM SPACING BE7W£EII POTABLE WATER LATERALS AND SEWER S£RVICES
SHALL BE :; PEET.
4. THE TOP Of WAT£R METER BOXES SHALL BE FLUSH WITH THE FINISHED SURfACE
GRAD£.
CA/WO RECYCLED WATER NOTES
I. All RECYCLED WATER MAIN ANO APPURTENANCES SHAll BE CONSTRUCTED IN ACCORDANCE
WITH THE 'CARLSBAD RECI.AMATION RULES ANO REC/JlATIONS FOR THE CONSTRUCTION OF
RECLA/MEO WAl[R MAINS -CARI.SBAO MUNICIPAL WATER OISTRICr OCTOBER /99J OR AS
AMENOEO.
2. 111£ CONTRACTOR SHAll OBWN AN EXCAVATION PERMIT FROM 11/E DIVISION OF INOUSTR/Al
SAFETr ANO PROV/OE PROOF OF OSHA NOTIFICAT/OI( BEFORE ANY EXCAVATION ANO SHAll
ADHERE TO All PROVISIONS OF ll/E STATE CONSTRUCTION SAFETY ORDERS.
J: BEFORE ANY CONNECTION OR SH/JT OOWN OF VAL 1£S ON EXIST/NC C.M. W.0, LINES, A PERMIT
SHALl BE OBTAINED FROM 111[ C.M. W.O. OFFICE ANO MUST BE SICNEO ANO APPROl£0 BY
ll/E DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT.
I UNDERSTAND ll/AT 11/E CHECK OF PROJECT DRAWINCS ANO
SPECIFICATIONS BY 111[ CITY OF CARI.SBAO DOES NOT RELIEVE /,I[,
AS [NC/NEER (F WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
O'oAY CONS!JlTANTS, INC.
2110 LOKER A 1/EN/JE WEST, STE. !00
CARLSBAD, CALIFORNIA 9200/J-13/1
(160) 931-1100
~..ti
TIMOTHY a CARROLi.. JR.
R.C.E. Na 55381
OWNER
£XP. 12/31/04
CARiSBAO OAKS NORTH PARTNEJ?S. LP.
Pa BOX 80036
SAN DIEGO. CALJFORNIA 92138
(619) 22J-/66J
~,>.()f[SS1~ 4) ,;.I~. CAR ~
I:? "' • 'f, !:? ~ -, z
<!) ,.., w ,..,
¢. NO. S5:>B1 '<> \* EXP. 12/31/04 *
~'f~ CIVIC <Jl-*'<-
0f CALI~
9. CARLSBAD M. W.O. RULES ,to REGULATIONS FOR CONSTRUCTION OF POTABLE. RECI..A/MW ANO
SEWER Sl'.S'TE!IS LA TEST REWSION OF STANDARDS ANO SPECIF/CATIONS.
10. ENVIRONMENTAL APPROVAL DOCUMENTS DATED AIJCIJST 21, 2002 RES. NO. 5244.
11. STORM WATER MANAGEMENT PLAN (SWMP) FOR er 91-1J PREPARED BY O'oAY CONSIJI.TANTS DATE!) SEPTEMBER 2004.
NOT£· QI/ANT/TIES ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY.
STD. DWGS., ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OTHF:RW/S£
LEGEND
DESCRIPTION DWG. ND. SYMBOL
8° P.V.C. SfYl£J? ••••••••••••••••••. C.M.W.O. S-5 •• , ••••• ---s----
12• PV.C. SEWEil ••••••••••••••••• .CM.WO. S-5. . . . . . . . s----
12• C-900 SEWER ••••••••••••••••••••••••••••••••. ---S----
SEWER ACCESSHOLE ••••••••••••••••• C.M.W.O. S-f •••••• _ • _ -S---o,---
MOO/FY EXIST/$ AXESS HOLE • • • • • • • • • • • • • • • • • • • • • • • • • •
SEWER ACCESS HOLE T-lOC TREATMENT. •••• _ •••••••••••••••• 4. A PRECONSTRUCTION CONFERENCE MEET/NC SHAll BE HELD A MINIMUM (F S[l£N (1) DA IS
BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENC/NEER/NC OEPAR'TMENT AT
(160) 43/J-3891 FOR SCHEOULINC. /()' HOPE FORCE MAIN'"· •••••••••••••••••••••••••••• ---I'/'\---
5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLS8AO ENGINEER/NG DEPARTMENT
48 HOURS PRIOR TO STARTING WORK SO THAT INSPEC'TION MAY BE PROV/OED.
TELEPHONE (760) 4J8-3891.
6. NO TREES OR STR/JCTIJRES SHAil BE ALLOWED IN ll/E RECYCLED WA TERUNE EASEMENT.
All EXIST/NC TREES ANO STRUCTIJRES SHAll BE REMO',l[I) PRIOR TO COMMENCEMENT OF
WORK-ANY fXCEPTIONS SHAll REQIJIRE WRITTEN PERMISSION FROII ll/E DISTRICT [NC/NEER.
1. AI.L BURIED COPPER PIPING ANO APPIJRTENANCES SHAll BE PROTECTED SY MEANS OF
CA T/100/C PROTECTION. IF ll/E DEVELOPER/OWNER CONOIJC/S A SOILS TEST REPORT
ANO DEMONSTRATES THAT PROTECTION CAN 8E PERFORMEO IN ANOTHER MANNER, ll/E
DISTRICT [NC/NEER /till CONSIDER AN ALTERNATlvF: FORN OF PROTECTION.
8. WA l[R MAIN ANO APPURTENANCES SHAll BE CONSTRUCTED IN ACCORDANCE WITH 11/E
'CARLSBAD RULES <t REGULATIONS FOR lllc CONSTRIJCTION OF POTABLE WATER MAINS -
CARLSBAD MIJNICIPAL WATER DISTRICr OCTOBER l99J OR AS AMENDED.
_____,.~ SITE
:
' .
VICINITY MAP
NO SCALE
NOTE!!
SUBDIVIOER.·
CARlSBAO OAKS NORTH PARTNERS. l.P.
Pa BOX 80036
SAN DlfGO, CAUFORN,(A. 92110
(619) 22J-/66J ·
REFERENCE OW6'S
CITY OF CARLSBAO OWG Na '.S:· 252-2,
215-1, 21J-J, 399-.,_ 4l5-9C, 4!5-9E
CITY OF WSTA owe NO. '.I: 3310. 3111-5
3206.
BUENA SAN/TA TION DISTRICT OWG NO. '.S:· 3009, PC 2116
w.a No. 5-80-14, w.a No. 5024
PROJECT LOCATION
11/E CALJFORNIA COOROINA TE INDEX OF THIS PRO.EC! IS N 1994 £ 6252
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON Tl/ESE PLANS WAS GENERATED BY AERIAL
TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURl£YS ON MARCH I~ !996.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
BASIS OF BEARINGS
11/E BASIS OF BEARINCS FOR 111/S SIJRVEY IS 11/E CALJFOf/NIA COOf/DINA TE
SYSTEM NA08J, ZONE 6, BASED /JPON 111[ GRID BfARIN(; BfTWEEN PT. NO.
18 AND Pl NO. 11 AS DESCRIBED IN RECORD OF SURVEY NO. 11211,
IE. N26'28'20"E
BUENA SANITATION DISTRICT NOTES
1. RIGHT-OF-WAY PERMIT FRON BUENA SANITATION 0/STRICT REQUIRED
PRIOR TO ANY WORK WITHIN BSD RIGHT-Of-WAY.
2. BSD ROW PERMIT CONTINCENT ON: I) EXECUTED PARTIC/PA TION
'
AGREEMENT S[TM:EN BSD ANO OWNER PROV/0/NC FOR DE'.£1.0PER TO PROTECT
BS!l, FAil-SAFE PIPELINE AT OWN COST ANO TO RELOCATE BSD FORCE MAIN
/till/IN FARADAY Avf. AT BS!) COST. DEVELOPER SHAll PROV/OE FOR All
NECESSARY DEDICATIONS AT NO EXPENSE TO DISTRICT. 2) COMPL£TEO
DESIGN SY ll/E DISTRICT, ANO 3) DISTRICT REScRVES THE RICHT TO IMPOSE
AOO/TIONAL RESTRICTIONS ON APPROVAL (F ROW PERMIT.
J: AFTER APPROVAL FOR ROW PERMIT, PERMIT SHALL 8E ISSUE!) AT A
MANDATORY PRECONSTRUCTION MEETING.
4. AFTER ROW PERMIT IS /SSUEO, THE CONTRACTOR SHAll NOTIFY ll/E BS!)
ENGINEER/NC DEPARTMENT AT LEAST 48 HOURS IN AOVANCE OF BEGINNING
WORK AFFECTlNG EXISTING OR PROPOSE!) BSD FACILITIES. 24 HO/JR PHONE
NUMBER (160) 639-61/J:
BUENA SANITATION DISTRICT
SIGNATURE INDICATES CONFLICT RE11EW WITH RESPECT TO BSD
FACILITIES AND IS NOT APPROVAL FOR THE CONSTRUCTION
· RECll?ONIC DA TA FILES ARE FOR REFERENCE
ONLY ANO, ARE NOT TO 8£ IJSEO FOH HORIZONTAL
OR vfl?llCAl SURV[Y CONTRa
OF BSD f ACILITIES THAT MAY BE SHOWN HEREON.
("...,~ Me:-;4
SENIOR ENGINEER
, IO•lJ ,o'f
DATE
16' C/,ll.C WATER LINE ••••••••••••••••••••••••••••••• --w--
16' CATE v.4LVE <t v.4LVE BOX ASSEMBLY ••••••• C.M.W.0, W-16 •••••• ---<l>--W--
12" CATE VALJ.f' (!, mL/,f' BOX ASSEMBL( ••.....• C.M.W.O. W-16 •••••• -
12' RECYCl[O /WITER (CIASS 200) •••••••••••••••••• ,, •••••
* w--
. ' . 2 BLOW OFF v.4£1,f" ASSEMBLY ••••••••••••. C.M. W.O. W-6. .' . . . . .
2' MA.R. • ••••••••••••••• __ ••• _ ••••••••• 1
__ • • _
2• A. V.A.. • • • • • • • • • • • • • • • • • • • • • • .CMWO W-7. • • '. • • • •
' ll/RUSTBLOCK ••••••••••••••••••••••••••••••••••
TRENCH RESURf1'.CINC {FUll LANE 01/ERIAY). • • • • .C-24 ¼, . . . . . . . .
CONCRETE ENCASE!l[Nf. ••••••••••••••• S-7 ••••••••••••
---RW------
--<:)--w--
-■--w-.,..._.
-2J I
ENVIRONMENT.4l FENCE • • • • , , • • • • • • SEE OET.411.. SHEET 16. • • . , • , --fF-. -[F-
• AS MOD/AEO BY CITY OF CARLSBAD ST.4NOAROS FOR PUBLIC IMPROVEMENTS
" PER CITY OF VIST.4 STO. OIYG. No. 11 (FOR WORK IN WST-1)
'" CONTRACTOR TO SUBMIT PIPE OESIGN CAI.CUIAT/ONS ANO SHOP ORAWINCS,
INCLUDING CONNECTION OET.4/l AT SEWER A!XITS HOLE NO. 4
PRIOR TO ORDER/$ MATERIALS.
i
HD.P.f. • 11/GH Dt:.NSITY POLYETHELENE PRESSl)RE. TEST /-/OPE.
,,AS
CARLSBAD MUNICIPAL WATER DISlRICT
4d&'4s: /:' ~ ..... \\1LUAM E. PLUMMER.C.E. 28176
DISTRICT ENGINEER EXP. 3/31/06
REVl[/4,Ep J;,_ ./J ·. I0-27·<¥, /4 .. i/tl ('.J DATE ~~'d.M,_J__.,~------
~SPECTOR
',
~ CITY OF CARLSBAD ~====~====:=============================~~====~===~~====~===~ L_1_j ENGINEERING DEPAR™ENT IAIPN()VDIO{T l't.ANS FON:
QUANTITY
117 LF
45681.F'
1120 LF
26 EA
I EA
6 EA
33/J lF
2320 LF
5 EA
5 EA
242() lF
12 EA
1''
· 10 EA
4 fA
JEA
6900 lF
13/J lF
1610 LF
DATE
ATE
. I~
. 0/<,....~ DESIGNED BY: H.R. A.B. DATE: JUNE 2003 Qi DRAWN BY: T,G,, B.C.O. SCALE: f,S SHOWN
~~~-PROJECT MGR.· T.0,C. JOB NO.: 96-1005
BENCHMARK:
DESCRIPTION: 2' ALUMINUM 0/SC STAMPED (;PS CONTROL
PT. 2002
LOCATION: IN SIOEWAIJ( NORl/1 SI/JE OF PALOMAR
AIRPORT ROAO, JOO FEET WEST OF
MELROSE OR/VE
CARLSBAO OA_KS NORTH · 7f~
lZ.
l--------+--1-----------------+----il----l----+---l sa Atl/JA HEO/ONA SEWf/11-AIE!.ROSE WATT:/1 LOOP c.r. 97-1-
A~PROVED
i '
CONSULTkNTS ~~------------~
2710 Loker Avenue West
Suite 100
Corlsbod, California 92008
760-9.31-7700
FolC: 760-931-8680
www ,od aycons ultants,com
Civil Cno;in<oering
Planning
Processing
Suryeying
ENGINEER Of WORK:
~c? /f DATE:q~ TIMOTHY 0. CARROLL,-JR. ____ R_C_E:--=<""55-"'3""8tc.-,,
RECORD FROM: R.0.S. NO. 11211 (PT. NO. 11)
ELEVATION: 444.00 M.S.L DATUM: NGVO 1929
I
o, zflo, · ' ,.,
09 20!07 TC
DA TE INITIAi.
ENGINEER Of WORK
,.., ADI> SHEST 2.1 -FLow SP1-1rr,.,r,, 1-1"
Ii\ A,·BUILTS
REVISION DESCRIPTION
I. \961005\9605d10~ .dwg Oct 20, 2004 L 3?:pm
Xrefs, 9605dl; 9605VlC; 9605AN
-.I •
I . • •
DA TE INITIAL DA lE INITIAL
OTHER APPROVAL CITY APPROVAL
-.z.J;i'~~--,.,,-#"!. LLOYD B. HUBBS 19/.:,:,/4'1
CITY Et4'GINEER PE 23889 EXPIRES 12-31-05 DATE
DWN BY: -----~
CHKD BY:.Qlg_
RVWD 'llY: --Cd--
PROJECT NO. c.r. 97-13
DRAWING NO.
415-9F
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H/JP£ NOTES.·
AFTER TIIE HOPE PROOUCf P/PE/JNE HAS BEEN ASSEMBLED, TIIE CONTRACTOR SHALL PERFORM AN Alf? PRETEST. THE TEST PRESSURE SHALL BE 100 PSI ANO
11/IS PRESSURE SHALL BE HELO FOR 8 HOURS. CONTRACTOR IS RESPONSIBLE FOR PROl10/Nt; AN Alf? COltlPRESSOR FOR THIS TEST. PRESSURE ANO
TEMPERAllJRE SHALL BE MONITORED ANO RECORDED W/111 CERT/Flt;O INSTRIJMENTS !JIJRINt; THE TESf.
TIIE H'r!JROSTATIC PRETES[ MAY BE CONOIJCTEO /!I LIE!/ OF THE AIR PRETEST AT THE CONTRACTOR's {lPT/ON. HOM:VE/?, TIIE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIO/f/0 WATER TO TIIE Sile ANO 0/SPOSAL OF TIIE TEST WA lf:R AFTER TESTTNt;. WATER ANO SEM:R MAY NOT BE A VA/lABE IN TIIE
IMMEOIA Tc VICINI TY OF 111£ £X!VP!PE S/0£.
FINAL H'r!JROSTA TIC TEST: AF!f:R 11/E PROP/JCT PIPE HAS 8££11 INSTAllEO, TIIE CONTRACTOR SHALL PERFORM A flNAl H'r!JROSTA TIC TEST OF 11/E COlt/Pl£7EO
PIPELINE. 11/E TEST PRESSURE SHALL BE 50 P!;I AT THE HIGHEST ELEVA TTON OF THE INSTALLED HM PIPE ANO 11/IS PRESSURE SHALL BE HELO FOR Tl/REE
HOURS. CONTRACTOR IS RESPONSIBLE FOR PROl10/Nt; WA7ER FOR 11/E TEST. PRESS/JR! ANO lf:MPERAllJRE SHALL BE MONITORED ANO RECORDED W/111 C[RT/FIEO
INSTRUAIEN TS 0/JR/Nt; 111£ lf:S T.
r. Cl[AN WATER SHA/£ BE /JSEO FOR TEST/Nt; 111£ INSTAll£0 HOP£ PIPE. 11/E TEST SECTTON SHA/£ BE COMPlETELY Flll[O W/111 WA!f:R. VENT 11/£ LINE AS
NECESSARY 0/JR/Nt; FIWN0. TRAPPE!) AIR SHALi. BE BLED OFF.
2. CON!J/JCT AN !NIT/Al PIPE EXPANSION TEST PHASE BY Sl!)!lf_Y PRESS/JRIZ/Nt; 111£: PIPE TO 11/E TEST PRESS/JRE ANO ADDING fNOiz· 'H WA R ONCE PER HO/JR
FOR THREE HOURS TO REllJRN TO TEST PRESSURE.
J. CONDUCT THE TEST PHASE IMMEOIATELY FOilOW!Nt; TH[ PIPE EXPANSION TEST PHASE. TIIE TEST PHASE SHAil BE CONO/JCTE!) OR THREE HOURS. THE lf:ST
SECTTON SHAil BE REllJRNEO TO TES[ PRESSURE BY AOO!N(; A MEASURE!) AMOUNT OF l/QIJ!O. IF 111£: AMOUNT OF MAKEUP 1/0/)10 DOES NOT EXCEED 16 US
t;AllONS PER 100 FEET OF TESTED PIPELINE:, THEN THE HOPE P!PEJ.INE PASSES TIIE TEST PHASE SUBJECT TO 11/E Rf/Al WENT OF THE ENG/NEER.
Sl(JN/f/CAN!l Y LESS MAKEUP IS ANTTC/PA lf:O TO 8£ REQUIRED FOR 11/E INSTAil[!) HOPE PIPELINE 0/JE TO 11/c RELA Tl CONSTANT lf:MP[RA TIJRE OF THE
INSTALLED PIPELINE.
4. IF FOi? ANY REASON, TIIE COMBINED EXPANSION ANO TES[ PHASE OF THE H'r!JROSTATTC TEST EXCEED [/(;HT (,r) HOURS TOTAl, THE PIPE SHA/£ BE
Ot:-PRESSURIZEO ANO THE TEST CYCLE SHA/£ NOT BE COl,/ltlENCE;O AoAIN FOR AT LE:AST AN AOO/llONAl EIGHT 18} HOURS.
Wl:10IN6 (F HOPE
,_ 11/E HOPE PROO/JCT PIPE SHA/£ BE .JO/NEO T/XlfTHER US/Nt; THfRMAL BUTT-F/JSION A(X()fl0IN6 TO ASTII 0-2 51. 111£ CONTRACTOR's WELDER OF PLASTTC
· P/fE M!{ST POSSESS 11/F SK!Ll, KNOMEO/JE, ANO FORMAL TRA/NIN(J BY A QIJAL/f/ED INSTRUCTOR TO CONS/STEN r PROOUC£ H/(JH QUALITY THCRMAL
BUTl'-Ff/SION JOINTS AS l(J[NllflEO IN AST/I 0-2651. CONTRACTOR's M:l/Jt:RS MUST /Jlll/ZE CARE /I{ 11/E HEA W6 OPERATTON TO PREVENT OAl,/ACE TO THE
PLASTIC MAT(RIAl,l!!OII OVER!{fAT/NG OR HA 11Nt; 11/E MA TER!Al NOT S/JmCIE:NllY !{fA TEO TO ASS/JR£ A SO//, .JO/Nl
~,, ,,
11/E W£LOIN6 PROCEOIJRES. E(llJIPI.IENf, AIONITOR/Nt; ANO TESTTN(; SHA/£ BE IN A(X()!IOANCE: /'IITH THE HOPE l,f, /JFACllJRER's RECOl,/MENOATTONS, WHICH SHALL
HAI,£ 8[£N SUBMIT!f:0/0(! REV!£W ANO APPROVAL AS PART OF 11/E SUBMITTAL PROCESS RE(}U/REO ABOVE IN 'ART I OF THIS SP[C/flCATION. AFTER M:LO/NG
PROCESS, All INTERIOR' WElO BEADS SHALL BE TRIMMED RUSH TO PIPE. I \
I \ \ \ \ \
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~uT~_::-1,. ~_A[).-(JR~----
\
I
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A.H. Na f
' \,S.A,H. Na 2
KEY l£6£NO
SCWER •••••...••••..• --S---
ACCESS HOLES. • • . • • • • . . --0---5--
FORCE MAIN •••• _ ••••••• ----FM
WATl:R •••••••••••••••• ---W---
SEWER (ortsr.) .......... ---s---
WATl:R (or/ST.) •••••••••• --W--
0(/SllN(J f!RE HYDRANT. . • • • L'cl
I
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clrY Dr llARLSBAD
PER DEED U COUNTY Of' SA!V D!Eao
PER DEED 11
ESS;
-z n, n,
55381 ;t,
1~1/04
/Vl\.
CAI.I~
271 O loker Ave/1ue West
Suite 100
Cgrlsbod, California 92008
"!60-931-7700
Fox: 760-931-8680
www.odaycumaullonla.com
Civil Engineering
Plorming
Processing
Surveying
I 1
RDS 517
R08 f/157
DESIGNED BY: H.R.,A.B,
DRAWN BY: T,G,, B.C.0.
PROJECT MGR.· T,O,C,
ENGINEER OF WORK: ~--,
o' 300'
150 600'
/ ,'
l_
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------------------------------
I
1 \
SCALE: 1" = 300'
DATE: JUNE 2003 "AS-BUILT
SCALE: AS SHOWN :,,--:-:-C;,r ,t,· JOB NO.: 96-1005 TIMOTHY 0, CARROLL, .JR, 1/J2d__
P.E. 55381 EXP. IZQI 08
DATE:10 I I .
RCE: 55381
SHEET INDEX
SHEET NO. 0£SCRIPTION
' 2
J
1-20
2/-I#,
27
@
OPEN SPACE
TTTLE SHEET
KEY M4P
STREET SECTIONS ,t OfTA/lS, NOTES
SOUTH AG/JA HEOIONOA SEWER
WATER /MPROVE!ICNTS
fLC\111 SfLITTl"fr HJU//iOLf
-----
0
0
~------
0
0
EASEMENT TABLE
{PROPOSED EAS£M£NTS)
-NO. PIJRPOSC
ll] PUBLIC STREET ,t PUBLIC /JT!l/Tr
PIJRPOSES, INCL/JO/NG THE RIGHT TO
£XT£NO SLOPES ANO OR4/NA(J£
F.4C/LITIES AS REQ/J/REO
[[] PUBLIC STREET ,t PUBLIC UTTL/T!ES
0 0
---It-
//
If
Ii
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-----------
0
0
CITY RU'. No. ooc. No.
PR OJ-9J
PR OJ-97
_ _;,_:...,~~~
--------------.--------r-
RECOR{)l]}
0
I
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I I , " ·, ' '
-----:::.:~.:::~-::;::::==~~-==2!~~::::::-:, __ ~-•~--~. F~RADA_Y -~ --="
I I
0
------------
,,
@ !
' OPEN SPACE f
--------' • ' ' --' ------
KEY MAP
SCALE: 1 • = JOO'
BENCHMARK:
g,6,-,/45 DESCRIPTION: 2• ALUMIN/Jltl t;/SC STAMPED GPS CONTROL
PT. 2002
DATE
?/4-/4, • DATE
LOCATION: IN S/0£WAlK NORTH S/0£ OF PAl()MAR
AIRPORT ROAO, JOO FEET ~ST OF
ME/ROSE OR/VE
RECORD FROM: R.O.S. NO. 17271 (Pl Na 71)
ELEVATION: 444.00 M.S.l DATUM: NoVO 1929
ri:,raar-----:--:----__ --::::1cacllf~"0 £1<~~"~' fil""''
\:-:ii~¾,~':.;s-c:;;;cc:~~~~
OPEN SPACE
--sfi'" .-·fij-'
[~::::.:'.--;.::>~
\ \
~ CITY OF CARLSBAD 1---1--+-----------------+--t----+--t----l u._j ENGINEERING DEPARTMENT
t-----l----+---1
IAIPROVCAIF:NT Pt.AN$ FOIi:
CARLS8AO OAKS NORTH 2.
1-----1------11-----------------+-----1--+----+--~ SO. AGUA HEOIONA SEWHI ~ AlllROSE WATE/1 LOOP c.r. 97-f
09 20/0 TC
DA TE INITIAL DAlE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
l:\961005\9605di02.dwg Oct 22', 2004 11:3 q·
• • LLOYD B. HUBBS 1#/-'-Vtl
PE 23889 EXPIRES 12-31-05 "o/(TE
DWN BY: __ _ PROJECT NO. DRAWING NO.
CHKD BY: GVf?
RVWD BY: e,vJ C.T. 97-13 41S-9F
Xcefsc 96057Ul1.; 9605D1: 9605FU1l; 9605AMAP; 9605ASTR; 9605fstr, 960SAUTI.; 9605PLAN; 9605DU11.; 9605DILY; SHEETa7; 9605ESTR; 9605EU1l; 9605AN
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10' 32' q_ 32' 10'
as· 5' ,f..5
2'
-II-as· (rrP.)
,,..W.~--<::,:'-.,,. "':~
6' P. C. C. C/JRB d-GIJTTER
./' A.C. P'NT. Ole? 6' A.8.
./' P. C. C. S/OEWALJ(
t
10·
5.5 32'
(MIN.} OR AS REC(}l,(MENOED
BY SOILS ENGINEER
FARADAY A VENUE
{PER DWG.415-9C)
NOT TO SCALE
8./'
64'
17' I
32'
,._ t _.....
V)
10'
VARIES ,1.'-1,1• ~~-z:1
2% 2%
----I -___J5_ 2% --f\_ _---:-T -- --
------------
-~►t / I z:' y
P.C.C. SIOEWALK <~nr
-
-
-
-----:_j
-~ l--= -1J~-<?·,
- _ j_ --""'-r-r. _t_j---
T ~A.C. PAVEMENT ANO BASE
TYPE "G" Cl/RB
&-GUTTER
10·
5.5 32'
,,
L PROPOSED
12" SEWER MAIN
EXIST. FARADAY A VENUE
(CITY OF CARLSBAD)
15'
l'E1I aTY OF CNfLSIWJ DK Slf-2
NOT TO SCALE
79'
32'
,,. f 6' ff' 12'
5'
2% 2
GENERAL 1/llUTY
EASEMENT
-,_5• --3.5'
- - -~ <?-,, ..,...-r
P.C.C. S/OEWALK 'PE ·c· c!':e ,,, MIN. '
&-GUTTER 'NB I J ,·
NIN.
-4•
MIN.
-3.5 ~ .
NIN. __ A.C. PAYDIENT ANO BASE
'•\·· '\_ekROZfft £i,~ PROPOSED 16" WATEH_j
EXISTING 10" WATER MAIN
EXISTING
10" SEWER MAIN
EXISTING FOHCE MAIN
EXISTING
10" FOR.CE MAIN
EXIST. FARADAY A VE. (CITY OF VISTA)
NOT TO SCALE
~---------.ll:8-I!__' ________ _____:. W
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lll ~
32'
5' 10' lZ"
~
~'-I') ~ ~"') I"">
32'
tJ
7' 20' 51;': 10'
~ e 5.5'
I
121/16" IYATER NA/NY' -.;
81/12" NEC. IYATEH /.
1 ! ~~
\ FOHCE MAIN --\_
1/P TO 60" STONII DRAIN
8"/IO" SEWER. MAIN OR
10" FORCE MAIN (7" MIN COV£]?J
T'IPICAL UTILITY SECTION -FARAOA Y AVENUE
NOT TO SCALE
' .
10'
5.5
2% -----
10'
5.5
-
I_L--
_c -
---
--
--
-
-
---,-5
MIN.
-
126'
106'
53' 53'
./1' g' ' g' 25'
t--~ 11 ---1~--2% --~ ---
--
16'
6.5'
MIN.
-----7 ' ---
----
----- -
~
------
EXIST. MELROSE DRIVE
(CITY OF VISTA)
-
-
5.5'
MIN.
l'E1I arr OF nm DK NOS. .1206 ~ mo
NOT TO SCALE
126'
106'
53' 53'
15' g' g'
2X
j -,,.
'\_,o• SEWER MAIN
PEN 399-4
MELROSE DRIVE
(CITY OF CARLSBAD)
l'E1I aTY OF CNfLSIWJ DK .J#-4
NOT TO SCALE
-~
R/Wt-________ _,_12._' ________ ~N/W
10' 26' q_ 26' 10'
5' 5• 21'
~ ~-2%
21'
--
-
5.5'
MIN.
--
--5'
MIN.
10'
5.5'
z:' --,-
--Cc <-, --1 t -I ~
A.C. PA',fJIENT ANO BASE
10'
5.5'
2
~
l ~c. P~VEME~;-ANO BASE
12* REC. WATER
PEN 399-,f
~~. --7\ -
.. \ 0.5' (TYP.)---[~.5 -
/MIN.
A.C. PVMT. J
&-81,S[EXISTING
4'
MIN.
;. ·~ .. : --_ 't¾
MIN. C ,,_. P.C.C. SIOEIYALK
o" P.C.C. Cl/RB &-GUTTER
FORCE MAIN
-~~
):1 ~
YPHOPOS[O 12·
SEWER
EXIST. PALMER WAY
(CITY OF CARLSBAD)
!'EH aTY OF CNILSIWJ DK 215-7
NOT TO SCALE
'--~-----------'8~'4_' ________ rw
I
I 32'
10· 15' 7' 11' 7' 10· I
(_p
R/W IJ,I' R/W
10' 32' q_ 32' I 10'
as' 5' 4.5
~ as' (rtP.)
6' P.C.C. C/JRB d-GIJTTER
./' A. C. P'NT. Ole? 6' A.B.
.f-' P. C. C. SIDEWALK
EXISTING
ASPHALT
{UIN.} OR AS REC(}l,(M[NOED
BY SOILS £NGIN££R
EL FUERTE STREET
(PER DWG. 415-9£)
NOT TO SCALE
6" MIN.
..
EXISTING
ASPHALT
lB" MIN.
BASE
*
EXISTING
BASE
NATIVE BAC1Cfnl
COMPACTED TO 95lC.
DENSITY. TOP 12"
BASE MA TE RIAL
COMPACTED TO
957-DENSITY
-CEMENT 51.UAAY
BACKFILL
* -NATIVE BACICFilL
COMPACTED TO
90lC. DENSITY
EXISTING
ASPHALT
EXl'.SnNG
BASE
:.,..~ '-----+---"
EXCAVATEO TRENCH
TYPE A
l'-0-MIN.
BASE MATBUAL t,
CURB & 6UTTER
~
~ 1-..--l---..l,,;p \.
ROCKSAW TRENCH
1YPE B
COMPACTED TO NATIVE BMXFil.l
951' tlENSITY . i'\ COMPACTED TO 95,:;
* NATIVE BACl<FW. h DENSITY. TOP IZ-.
l'-0-MIN. COMPACTED TO' \~\
901' DENSITYr----,'------l\~ EXISTING
ASPHALT t,• MIN.
NEXT TO EXISTING CURB & GUTTER
TYPE C
(ROCf.SAW OR'\
\EXCAVATED )
I VARIES
F·•-:-; :;-,: __ _
• • b • •:•:•:••••••••••••. • •• . / .. ... . . . : ···········•:-:-:-:-:=·=·=·=·=··-·····--n..~/-. . ... ~ •. . . ' ; ...... -:-:-:-:-:-
~ ._ 4 •' 6 , •••.
EDGE OF
PAVEMENT
" NATIVE BACKFILL M/1 Y BE REPLACED
WITH 2 SAC CEMENT SLURRY. [F
APPROVED BY CilY INSPECTOR
•ASE * NATIVE BACKFll.L L l ·•·'·!
COMPACTEO TO 95l. / -DAsE MATERIAL
DENSITY. TOP 12"
l;(Ja._:/J ti4.' -:/S'lfl tin
CITY [NCIN[[R RC ( OAIC·
* / I
NATIVE 8ACKF1/U !
COMPACTED-TO
'901.. DENSITY
COMPACTED TO
\\ ~\957-DENSITY
\,'& ~-~
EDGE OF PAVEMENT
TYPED
.. CITY OF VISTA
STANDARD DRAWING SHEET 2 OF 2
121/16" WATER 1,/AIN_L__/ _/ _JC> 101/12" SEWER MAIN
10" FOHCE MAIN
0
\ -'\__ 1/P TO 60" STOHi,/ ONAIN
8 • NEC. IYATEN
I SCALE
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N.T.S TRENCH PAVING STANDARD.'.: ORAWINC 17 NUMBER I
TYPICAL UTIUTY SECTION -EL FUERTE STREET
NOT TO SCALE ~ CITY OF CARLSBAD I SH2E'E~j ~====~~===~~==============================i=====t====t====±===j L_Lj ENGINEERING DEPARTMENT :fl'.
1 --r--t-------------+---1--1----1-----___j /JIPIN)'/DIENT PUNS FOli:
"AS-BUILT " BENCHMARK: CARLSBAD OAKS NORTH 0 / ~ DESIGNED BY: HR.AB. DATE: JUNE 2003
c o N s u ~~T_S __ '---~~-OJ_W:_c_:V_~_:_~~-:·_~_.i_.i_.-__ ~_=_~_0._~-6-~H_1~-~--l T£o c~ ~~8
, P.E. 5538( EXP. 12/31(06 DATE
DESCRIPTION: 2• ALWIN/Ill OfSC STAUP£/) GPS CONTROi.
LOCATION:
PT. 2002
IN SIDEWALK NORTH SIO£ OF PAL{JJ,(AR
AIRPORT ROAD, JOO fTET /!EST OF
MELROSE DRIVE
2:
AGUA HEDIONA S£W!1i ~ Jl£lJiOS£ WA1l1t LIXJP C.T. 97-TJ
APPROVED
' • LLOYD 8. HUBBS -/~..., al
2710 Loker Avenue West
Suite 100
Corlsbod, California 92008
760-931-7700
fox: 760-931-8680
www.odayconsultants.com
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
ll~OTHY 0. CARROLL. JR.
DATE: I
RCE:
q/slo2 RECORD FROM: R.0S. NO. 11211 (PT. NO. 11}
DATE ELEVATION: #./.(X) M.S.L DATUM: NG',fJ 1929
09zo'01~r~c;.:;-r1..___,,A~5~-~5~u~n~r.~~'.__ _________ +::--:-:=-+==cc--l---,,-----=--+--~~~~-=-=_=_=_~0 ~E=2=388~9~E~xp~1~RE=s~,2=-=31=-~os~c?i~A=TE::::::::==
DATE I INITIAL DWN BY: PROJECT NO. DRAWING NO_
DATE INITIAL DATE INITIAL CHKD BY: GYP
ENGINEER OF WORK REVISION DESCRIPTION
l:\961005\9605di03.dwg Oct 20. 2004 9:57am
Xrefs: 960501
OTHER APPROVAL CITY APPROVAL RVV.O BY: t,y-J C.T. 97-13 415-9F
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EX!SllNG IMPALA DR. ,t PALNER WAY IMPROVfllENTS
PER CITY OF CARLSBAD OM; No. 215-7 ,t 273-3
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CENTERLINE DA TA
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SEWER DATA
f<@; DELTA/BEARING RAD,~IU~S~LE~N;:;;GT~H=1=,:a~-:a:R~EM~A~RK~S~~~
I N 01"06'32• W ----305.05' 12" PVC SDR35 SEWER
2 N 07'06'32' W --295.00' " • f---~J--N-o-, --11~.~, 5=•~w~---, --__ -__ -,-116. 96 • B" PVC SDR. 35 SEWER.
CAIJTION II
CONTRACTOR TO VERIFY THE EXACT
LOCA TlON OF EX!SllNG 1/TlUTIES IN THE
FIELD PRIOR TO CONS7RIJCTION!
PLAN -EXISTING PALMER WAY
2710 Loker Avenue West
Suite 100
Corlsbod, Californio 92008
760-931-7700
Fox: 760-931-8680
www.odoyconsultonts.com
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
~Cd/
TIMOTHY 0. CARROLL JR.
SCALE: 1• = 40'
DATE: toW._O(_
RCE: 55381
"
DATE
9/s/4,
DATE
BENCHMARK:
DESCRIPTION: 2• AlUJIINUM DISC STAJIPED GPS CONTROi.
PT. 2002
LOCATION: IN SIDEWALK NORTH 5/Dt-OF PALOJIAR
AIRPORT ROAD, JOO FEET ~ST OF
IIElR0SE OR/VE
RECORD FROM: R.0.S. NO. 17271 (PT. NO. 11)
ELEVATION: #4.,JD 11.S.L. DATUM: NGl4J 1929
1----+--+---------------+----t--+----t-~ I S4ET I ~j CITY OF CARLSBAD
ENGINEERING DEPARTMENT
ll,/PHOVEl,IENT Pl;!NS FOR: -~ -T
CARLSBAD OAKS NORTH ~
SO. ACllA HEDIQNA~SEWO~~=======~C.T.='=. -:!!,91=-='J
APPROVED ---l-----------------------f---f---f----t-----j --td, · -" •L ..,-_qLLOYD B, HUBBS lo,/37,l•'I
Cl Y ENG~ -,-, 23889 EXPIRES 12-31-05 DATE --•--l~-------------t-------11--i-----i--, ;::=====;~======~======::::; 09/Z0/07,_TC __ j /1\ AS-Bu,_,1_,,_L,_,Ts~-----------+---+--,,-,-+-,-c=--+=c:c--i OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __G_\/_P_ C. T. 97 13 415-9F
ENGINEER OF WORKI REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: _£y.L_ • • -
I: \g6100'.':\%C",di04.dwg Aug 06, 2004 W: 24am
Xrefs: 96(L'Jdl: ::i6□5ASTR; 9605dll Y; 9605FSTR; 9605AUTL; 9605DUTL; 9605AMAP, 9605PLAN, 9605FPRO, 96057UTL
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PLAN -:-FA~ADA Y AVENUE
SCALE: I• = ,10'
"AS-BUILT " c~✓~✓-, H.R.AB. DATE: JUNE 2003 DESIGNED BY:
DRAWN BY: T.G.. B.C.0. SCALE: PS SHOWN ~v ,1"¥-?B PROJECT MGR.· T.O.C. JDB ND.: 96-1005 T/MOTWY o.7ftiou;JR. s P.E.55381 EXP._fli;>l/_08 DATE
2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning
RE%ED B '-~ Carlsbad, California 92008 Processing ~,., .. _ ~i /Q,t,_:, 760-931-7700 Surveying -Fax: 760-931-8680
109 110
NOTE:
EX!SllNG FARADAY A VENUE IIIPROVEJJENTS
PER CITY OF CARLSBAD OM; No. 252-2
& 381-2
BENCHMARK:
DESCRIP110N: 2• ALUI.I/NIJI,( DISC STAI.IPED CPS CONTROL
PT. 2002
LOCATION, IN SIDEWALK NORl/-1 SID£ OF PALOMAR
AIRPORT ROAD, JOO FEET WEST OF
I.IELROS£ DR/~
RECORD FROM: R.D.S. Na 17271 (PT. Na 71}
111
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09/20/07 TC 1------------DATE I INlllAL
40'
5 20 80"
SCALE; 1 • = 40'
NOTE:
CONTRACTOR TO REPLACE ANY SURVEY
AIONUMENT{S) R£110VED DURING CONSTRlJCllON
AND FILE CORNER RECORD(S)
CAlJTIQN II
CONTRACTOR TO 'rm/FY THE EXACT
LOCAllON OF EX!SllNG UllUllES IN THE
FIELD PRIOR TO CONSTRUCllON!
11\ AS-BUILTS ' i DATE
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CENTERLINE DATA
@'o) DELTA/BEARING RADIUS lfNGTH
I 6= 40·00'01" 300.00' 209.45'
2 N 51"05'44" W 198.22'
3 6= 23'22'5!" 600.00' 244.84'
SEWER DATA -I® DELTA/BEARING RADIUS LENGTH REMARKS
I 6= 38"28'58" 283.00' 190.08' 12" PVC SD R 35 SEWER
N 51"05 'ii" w" ---
140.56" 2 --" "
3 N 51'05'44" W --52.66' " N
4 6= 19'19'44" 617.00' 208. 15' " N
5 6 03'35'/5" 617.00' 38.63 • N
-
I SsET I CITY OF CARLSBAD SH~ 2 I , ENGINEERING DEPARTMENT
!IIPHOVEIIENT Pl.ANS FOR:
A
CARLSBAD OAKS NORTH ~
~ AGUA HEOl()NA S£W£H c.r. 97-13
~PROVED -= .c: .. ~ ... ~"" ~ E..AlLOYD B. HUBBS b:>/~7/o'I
Cl Y ENFF ~ 23889 EXPIRES 12-31-05 DATE
DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL ~ DATE:tohJPy q,lsklr. ,--;.
l~SPEC,OR • www.odayconsultants.com TIMOTHY 0. CARROLL, JR. RCE: 55381~ DATE
CHKD BY: .G..V!,:-C. T. 97-13 415-9F ENGINEER OF WORK REVISION UESCRIPTION i OTHER APPROVAL CITY APPROVAL RVWD BY: .....£::!! ~-ELEVATION: ,1,1_'.(J() 1.1.S.l DATUM: NG(,f} 1929 _____________________________ ..;;;;;;;;;;;;;;;;.. _________________________________________________________________________ "":'1,\\9:6~10~0:s\~9:6u:"1d•,o•s•.d••g-Oc•t•1•9_•2•0•0•-11•22•p•m--------------.. ,---------------------------------•
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~o) DELTA/BEARING RADIUS LENGTH
I 6= !6"37'07" 600.0IJ' !74.03'
2 N 82"54°!8" E 215.69'
3 6= !8"/8'/0" 700.00' 223.6!' ~ N 78"./7'33" W 8.17' • --
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DESIGNED BY: H.R • .A.B.
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T.O.C. PROJECT MGR.·
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2710 Lo~er Avenue West Civil Engineering ENGINEER OF WORK: su;t,e 1 oo P!onnirg
Carlsbeld, CClHfornio 92008 Processing l-;::::CJr 760-931-7700 Surveying
Fox: 760-931-8680
wwY1.odayconsu(kints,com TIMOTHY 0. CARROLL, JR.
·-__ ____::_~ >.-,,
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PLAN -FARAOA Y AVENUE
"AS-BUILT " DATE: JUNE 2003
SCALE: 1 • = 40' --;;::-~-4 ..B/o'ti~ JOB NO.: 96-1 Q05 71MOTIIY 0. CALL.JR. ti
DATE P.E. 55381 EXP._f2£lf'Oe
REo/ED
B~ e/4.•, 1/s/4! DATE:*
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RCE:-5581 11-lSPECTOR DATE
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DESCRIPT10N: 2• AlUAIIN/11.i DISC STAMPED GPS /XKVlR(}(_
PT. 2002
LOCATION: IN S/0£WAI.K NORTH SIDE OF PAUJAIAR
AIRPORT RnAo, JOO FEET IIE'ST OF
1,1£1.ROSF JR/1'f:
RECORD FROM: R.O.S. NO. !7211 (PT. NO. 11)
ELEVATION: U~.:;tO M.S.l. DATUM: NGVlJ 1929
o· 10· 40' -----5
WARNING!! 30• H.P. G4S MAIN
NOTE: A SOCM REPRESDITA TlVE llfJST
BE ON SITE DURING ANY CONSTRIJCT!ON IN
THE PROXIMITY OF THE JO' H.P. GAS MAIN.
48 HOURS NOT!CE IS RE()(JIREO.
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DATE . INITIAL I
20
SCALE: 1" = 40'
EN Gt NF CR OF WOR1< \ REVISION DESCRIPTION
I
1:\961-JO~\l•'·':•w ,fi.dwg Oct 11, 2004 3:40pm
80'
!
:
DATE
DELTA/BEARING RADIUS
! 6= 04'32'33" 617.00'
2 6= !/"36'42" 617.00'
3 N 82"54'/8" E ---
4 6= 18"!5'25" 683.00'
5 N 18"47'33" W -~-
EXISTING FARAOA YA VENfJE /IIPRO';91DITS
PER CITY OF CARLSBAD OHC No. 252-2
tk DWG No. 381-2
CAUTION!!
CONTRACTOR TO VERIFY lllE EXACT
LOCA TlON OF EXIST. fJT!UTlES IN lllE
RELO PRIOR TO CONSTRIJCT!ON!
LENGTH REf.lARKS
,18,92' 12" PVC SDR~SJE'/I_ER
125.04' ,, •
213.19' • •
215.68 • •
8.17' • •
-
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IJIPROVEllfflT PLANS FO~ ~ CARLSBAD OAKS NORTH ~
SO. AGUA H_EDfONA S£WDi C.T. 97-IJ
·-·-APPRovco ~ -,,· .,_,,..,,( LLOYD B. HUBBS l•l,;t~-.J
C . EN I.E~ ..,.PE 23889 EXPIRES 12-31-05 OfTE ---..
PROJC:CT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: .G.\LP,.-
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RVWD BY:~-C. T. 97-13 415-9F
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________ ,
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' .. , -----._ CAST-IN-PLACE BASE
\
i.u.2•-1 ~----ANCHOR RING PFR
. \ INDEPENDENT PIPE
PROOUCTS OR APPROVED EOUIV.
---:1----
---I +I-½--+-----,(
MANHOLE No. 8 __ j__ __ _
10• HDPE PIPE
HDPE TO ACCESS HOLE
CONNECTION DETAIL
NO SCALE
WARN/NC!! JO" H.P. G4S MAIN
i
330'----
9
l
1
• ~ ..., NO'!E: A SlJGM REPRESENTA11',£ AflJST
BE ON Sl'!E DURING ANY CONSTRl/C110N IN
THE PROXIMITY OF THE 30• H.P. GAS MAIN. l(! r--------t'j
,/lJ H{}(JRS N011CE IS RE()(J!REJJ.
NOT£!!
B.ECTRONIC DATA FllES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FCR HOOZONTAL
CR 1£!?11CAL SIJR..CY CONTROL
V
2710 Loker Avenue West
Suite 100
Corlsbod, Cotifomia 9200B
760-931-7700
Fox: 760-931-8680
www.odayconsultants.com
-· 1.92'~/D' HOPE (12.17%
. cflNISH[f}{;l?,41}[
t, STRC[l Cl
PRO 'l£: -FARAOA Y V£NU£
10
!~'I;• EXIST. 10" ACP
•• 1 PER OEPT. OF SANITATION ,t
· ! I • ;,, (LOOO CONTROL DWG. No. SW. 6JOJ,
~EXIST. 24" STORM DRAIN .
EXIST. 18" STORM DRAIN
/fX/ST.-t2• ACP
,,\'
.. EXf. . 12" j P _j
11
SCAl£, HOll!Z -1 • = .m'
VERT. ...,. 1• = 8 1
12
PLAN -FARADAY A VENUE
Civil EmJineering
Planning
Processing
Surveying
DESIGNED BY: H.R.,A.8.
DRAWN BY: T.G., B.C.O.
PROJECT MGR.· T.0.C.
DATE: JUNE 2003
SCALE: 1" = 40'
JOB NO.: 96-1005
"AS-BUILT
~04'
T!M0THV O CARROLL, JR 1
f-----------------1 P.E. 55381 EXP. 12/31Lf)8
ENGINEER OF WORK:
DATE: / t;;/ ::u k
TIMOTHY 0. CARROLL, JR: RCE: 55381.
"
DATE
I
I
I
-
FINISHED SURFACE
5' Ol4METET? SEWER
ACCESS HOLE PER
CMWD om; No. SI
---
J' 014.
5' ov..
323.00 IE
J2J.20 IE -"
CAST IRON ACCESS HO££ FRAME
AND COVER. PER CMWD OWG.
No. S4, W!TH LOCKING COVER
'I• A. C. PAVEMENT OVER 4 • A.B. (MIN.}
OR AS RECOMMENDEO BY SOILS ENGINEER
NOTE:
ACCESS HOLE WALLS AND CE/UNG SHA/.1 8£ PW::'
T-LOCK UNED. THE SHEIF AND CHANNEi SHALL
BE L/NEO WITH 80 MILS POL YIJRETHANE COATING IN
ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
1z• f,f/N.
-----now
R.OW '( \
S~005 \ J,
---'-~ (\ ~k~~k',,_J~J-~~~~=S==0=.0=2=1:::'7~~; \! , ~ ---INSTALL ANCHOR RING PFR
.. · INDEPENDENT PIPE PROOIJCTS
OR APPROVED EOUIV. ·
"i ~::; ~~ SECTION A-A 1---1
IZ"MIN
13 14
B
BENCHMARK:
DESCRIPTION: 2• ALUMINUM 01SC STAMPED CPS CONTl?OL
PT. 2002
LOCATION IN SIDEWALK NORTH S/OE OF PALOMAR
AIRPORT ROAD, JOO FE[T M'ST OF
MELROSE DRII/E
RECORD FROM: R.0.S. NO. 11271 {PT. NO. 11)
ELEVATION: 444.00 M.S.L. DATUM: NGVO 1929
~ ~~ ,,6.. -......_ -"I ... "'
#:¢~,? ~ ;;:i ~ !a
' ) -......_ ~~
-......_
NOTE:
~.5' . c-olf;;,
15
SEE OHG. No. -lf5-9C FOR
FARAOA YA 1£N(JE /AIPRO',E/IENTS
o· 10·
5 20
ACCESS HOLE FRAME
ANO COlf"R ABOVE
• MIN• rz 10· HOPE FORCE MAIN
s=oo211 A
_J
ilc_-=c~~t--____:~~---j~~<~~: --C., IZ-MIN.
:123.20 IE
12• PW::' GRAVITY SEWER
S = 0005
PLAN VIEW
INSTALL ANCHOR RING PER
INOEPENOENT PIPE PRODUCTS
OR APPROI/ED EOUIV.
PROVIDE Sl,(()(JTH TRANSmON FROM
10' HOPE OR 11.0 FORCE U4JN TO 12• GRAVITY SEWER
1 . ACCESS HOLE No. 8 DETAIL
NO SCAl.E
\
....:1 '\ CENTERLINE DA TA
DELTA BEARING RADIUS LENGTH
N78°40'49 .. W --418.78' I . ,,
40' Ll = /5°54'59 ,. 825.CX!' 229./8' 2 • »
80'
SCALE: 1 • = 40'
09/20/01 TC /1\ AS-8UILTS
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPllON
I: \961005\9605di07.dwg Oct 22, 2004 12: 54pm
Ll = 22"05 '4<o "
N78"40'49"W
.4 = 15°54'59"
DATE
200.00' 77. ff'
Z52.8!o'
825.00' 229.18'
1
2
3
,f
SEWER DATA
BEARING RADIUS LENGTH REMARKS
85.85' 12' PVC SOR 35 SEWER
10 • HOPE OR 11. 0 FORCE MA/IV
/VOTE: HOPE SHALL 8£ /PS, GREY COLOR, WITH HEAT FUSION JOINTS
INS/OE DIA. = 8. 6 79"
OUTS/OE DIA. = I 0.750'
CAUTION!!
CONTRACTOR TO ',ERfFY THE EXACT
LOCA110N OF EXIS11NG U11l/11ES IN THE
FlEllJ PR/CR TO CONSTRl/C110N!
I S7ET I CITY OF CARLSBAD I
ENGINEERING DEPARTMENT
IIIPROVDIENT Pl.ANS FOR:
CARLSBAD OAKS NORTH
-~ A6VA H£DfONA SI.~
APPROVED
SH~.~ 2 :_,_ -
J\ f
Ji,,.
L5:
C.[ 97-IJ
~~;,.'I, .f,;fllOYD B. HUBBS J,;~-?l,r/
CITY __: -E 23889 EXPIRES 12-31-05 D-TE ,
OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: GYP
OTHER APPROVAL CITY APPROVAL RVWD BY: C::'11.1 C. T. 97-13 415-9F
Xrefs: 9605dl. 9605ASTR; 9605FSTR; 9605AUTL; 9605FUTL; 9605dUTL; 9605AMAP; 9605PlAN; 9605Fpro; 96057UTI_
- -------- - ---
101708
!
'
;
'
I
I t·-
l __ ,_
-,-
I
1----
i
--+-'---
--r-
-!-
NOT£!!
-+
: r ---·-
, ' +-L ---i-----
_[_
'
I --:--!
ELECTRONIC OA TA RLES ARE FOR REFFRF:NCE
ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
QfESS/
,..:: "' ~ z ~ ~ ....,. NO. 55381 .::o,
EXT'~ 12/31/04 *
C/VI\. ~'>:-
OF CAlll'dl'
--•-
'
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. i FXIST. CRAOE ___ -___ ;_
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c~/~7, s
2710 Loker Avenue West Civil Engineering
Suite 100 Planning
Carlsbad, California 92008 Processing
760-931 -7700 Sur11-eying
Fax: 760-931-8680
www.odoyconsultants.com
DESIGNED BY: H.R . .A,B.
DRAWN BY: T.G .• B.C.0.
PROJECT MGR.· T.O.C.
ENGINEER OF WORK:
--t
._, ' -~
·,; .
------~----"C.,-, -"-•.
i \ ~-·•
_ _l __ \
\
J_: \
\ j -'-··-- -----y----~-
__ \
I
\
I •--+----
-P7(}
,-----• --
h-+------
NOTE:
A
SEE O#G No. 115-9C FOR
FARAOA YA IOIUE IMPROm.lENTS
---,,----__ "!4 __ _
' ----=----1Y---
------
8' 0/AMETER WllOL/F~
/JNOERCROSS/NG '---'. 1
\
-I -r---------
,,
o· 10·
5
PLAN -FARADAY A,VENUE
SCALE: 1• = ,o'
"AS-BUILT DATE: JUNE 2003 ~C-/ SCALE: 1· = 4()"
JOB NO.: 96-1Q05 TIMOTIIYO. CARROLL,JR/i
P.E. 5538( EXP.12,Z.31 t:.'l
"
fioc-,./cr;
DATE
BENCHMARK:
QESCRIPTION: 2" AlUMINIJM DISC STAMPED CPS CONTROi.
PT. 2002
LOCATION: IN SIDEWALK NORTH S/0£ OF PALOMAR
AIRPORT ROAO, JOO FEET WEST OF
MELROSE OR/VE
REVl:~2& f(s~, ~C-4/' DATE:/,/~~
lsPECTOR 6ATE
RECORD FROM: R.0.S. NO. 17271 (PT. NO. 71}
TIMOTHY 0. CARROLL. JR. RCE: 553B1 ELEVATION: 4•U.(}(} AI.S.l. DATUM: NG',,fJ 1929
---+-----4~--
--------~
_ ____j____ __ _
l ----•-
' --
j_ __
' '
'
i -----,---
!------+------
' I -------------1
-----· -•
. . - -__ , __ _ --------+-------,
'
--i
------'-+--.
• i
,-•-·I
----,-----
-i -.,,.. ' ~ '
~ CENTERLINE DATA \
\ 1 (No DELTA/BEARING RADIUS LENGTH 'i . . ' ,, , ' ' ILl·OG'/7'22" I azs.oo· 90.5:," I
100.0G' 2 N 56'28'28" W ,«0§.2!!' ----
J t:,-2-1'/J'JI" , 850.00' .J59 . .J9'
....... .
' SEWER DATA ~
40' ~ DELTA/BEARING RADIUS LENGTH REMARKS 20 BO" ' ., -' ' IO" IIDPE DR 11.0 FORCE MAIN ILi ,OG 0 /?'ZZ" I B25al' '30.50' I . . . --.. -----~ . ,o§_£'2f', 1" = 40' N 56"28'i8'' W • ,, SCALE: JOO.or;; 2 , --' !
.J L.= 2-1'/J'JI" 850.00' J59.J9' • ,, --' ........ NOTE, HDPE SWALL BE IPS. GREY COLOR, WITI-< . REAT FUSION JOINTS ~ . -...... -~
CAUTION!!
CONTRACTOR TO VERIFY lHE EXACT
LOCATION OF £)(!STING UTIUllES IN lHE
RELO PRIOR TO CONSTR/JCTION!
--I
I SBET I CITY OF CARLSBAD SHEi 2 r, ENGINEERING DEPARTMENT ' ,-~t
/l,/PRO'IDl£NT PLANS FOR: ' .
~ -
CARLSBAD OAKS NORTH
I <Yl, ACl/A HEDl(JNA SEWER C.T. 97-IJJ !
---APPROVED
,.._~ LLOYD B. HUBBS L.-b ?/.-I A/ . .,,--.:; ~~ '
· EF· . '?r_ 23889 EXPIRES 12-31-05 DU,,.-
; •• -f
I C TV ~NG i: I 11\ AS-8/JILTS -09_l_ZQ/OJ TC DWN 9Y: PRCJECT NO. DRAWING NO. ; DATr INITIAL '1 DATT INITIAL DATT ' INITIAL CHKD 3Y: ..£,_V~ C. T. 97-13 415-9F j REVISION DESCRIPTION RVWD BY: £ . ENGINEER OF WORK l OTHER APPROVAL CITY APPROVAL
i : ';'
1:\9610(' '..Jt ;sdi0!3.dwg Oct 19, 2004 1:30p'TI
Xrefs; %0'1d', 9605ASTR; 960501LY; 9605FSlR; 9605AUTL; 9605FUTL; 9605DUTL; 9605Alv1AP; 96057utl; 9605PLAN; 96□5:-pro
·-. - ----
101708
I
NOTE!!
··240-
21 22
72"RCP\
J' '-'-~X. T. 20' SFWrR EASH/ENT
/
/ 8, 'ENA SANITATION DISTRICT
~ 1/N 229636, REC. 12-21-65
t-V
/ EE ---;I-' /--~E1/-/
ELECTRONIC OA TA Fl/£S ARE FOR REFERENCE
ONLY ANO ARE NOT TrJ BE fJSEO FOR HORIZONTAL
OR VERllCAL SfJRVEY CONTRa.
/:/NISH GIW)£
STRffT Cl
I
23
FUTURE 2'f" S£11'£R
FORCE MAIN
(CITY or VISTA)
C.OV D'w'G . .3814
ACCESS RD. I Pi/>£
GATf: P£R fJWG 415-'fB
7.o' co;;
(,lf/N_)
TOP 2.4" FM. P£R
C .OV DWG. 3814
PVI STA = 24+5J.W
PV/ ti.EV = 212.26
C1=-!0.00% Cp=J.65%
----
Pl?OfilE FA ~OA Y AVENUE
SCA££: HON!. • ~ f • = ,IQ'
V£R1:. ~ !" = 8'
I
24
NOTE:
PLAN -FARADAY AVENUE
$CAL£: t• = ,10'
25
Sf£ OWG. No. 415-9C FOR
FARADAY A~fJE IMPRO',fMENTS
"AS-BUILT " 0 F,...~ DESIGNED BY: H.R . .A.B. DATE: JUNE 2003 / G/i DRAWN BY: T.G. 8.C.0. SCALE: ____ ~ <2-,/ 60ir,f:B
. PROJECT MGR.· T.0.C. JOB NO.: 96-1005 TIMOTHY Q. C4RROLL_, JR.
C O N S U L T A N T-S--1---------------, P.L 55381 EXP. h/31/08 DATE
2710 Loker Avenue West
Suite 100
Carlsbad. California 92008
760-931-7700
Fax: 760-931-8680
www.odoyconsultants.com
Civil Engineering
Planning
Procl!ssing
Surveying
ENGINEER OF WORK:
26
6.5' CO~R -220
12' MIN.
CI.R. 19•
27
\
BENCHMARK:
DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PAL{)l,(AR
AIRPORT ROAD, JOO FEET llf:ST OF
MflROSE OR/VE
RECORD FROM: R.O.S. NO. 17211 (PT. NO. 11)
ELEVATION: 444.00 AI.S.L. DATUM: NGl1J 1929
o· 10' 40'
5 20
SCALE: 1" = 40'
SEWER NOTES
(D EXIST. 12· EXCESS EFFlfJENT /..IN£ PER BUENA
SANITATION DIST. W.Q No. 5-80-14 TrJ BE
RELOCATED PER 911G. ff-§ 9G C.O.V. lYwG ..3821.
@ 14" S£#FR FORCE MAIN PER BfJOIA SANITATION
01ST. W.Q No. 5024 TO BE PROTECTED IN PLACE
PER BR,OWIC M-5 (K; C..0.V. DINt'.; .382.I.
09/20/07 TC II\ A S-BUILTS
DATE INITIAL
80'
ENGINEER OF WORK REVISION DESCRIPTION
I: \961005\9605di09.dwg Oct 22, 2004 12: OBpm
- -i
CENTERLINE DA TA
~o) DELTA/BEARING RADIUS LENGTH
1 t,. -,/0'26 'Jg" 850.00' 600.00'
SEWER DATA
:® DELTA/BEARING RADIUS LENGTH REMARKS
I t,. -,10'26'39" 850.00' 600.00' 10" HOPE OR 11.0 FORCE MAIN
NOTE: HOPE SHALL BE /PS. GREr COLON, 11'/TH HEAT FUSION JOINTS
CAUTION!!
CONTRACTOR TrJ VERfFY THE EXACT
LOCATION OF EXISTING fJTll/TIES IN THE
F!ELD PRIOR TrJ CONSTRUCTION!
I SgET I CITY OF CARISBAD SHEETS 2J: ENGINEERING DEPARTMENT ~ :.c '-IJIPHOVEIENT PUNS FrJH:
A J
//'v,. CARLSBAD OAKS NORTH U:
l,m AGUA H£DIONA SlW!R C.[ 97-13
APPROVED ~ ,,, ~ ..-~ JI.It llOYD B. HUBBS ~~If
cI-y EN NEER ~9 EXPIRES 12-31-05 DATE
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: GVP C.T. 97-13 415-9F OTHER APPROVAL CITY APPROVAL RVWD BY: __r:;,_y.J_ --
Xrefs: 9605DI; 9605ASTR; 96050ILY; 9605FSTR; 9605AUTI_; 9605FUTL; 9605DUll; 9605AMAP; 9605PLAN; 9605FPRO; 96057utl
101708
....
:
-220-
_,v
~ ... ~ -... -
: . : .
FINfSH &RAO£
0 STR££T CL
PROFILE -FARAOAYAVENUE
SCAl£: HO/?!.~ .; f • = '-0'
VER ~' t• = 8' -
!
<; , >.: \\ -,.
~
Q'.\ ~ 9;; ~ " lfj I ~ ~~ ~ ~ ~re
- - -. -...
/
/
/
-. -;+ ::C, " -
1,r_---:-----~~--------:~i~~-==---=---:-;~--:_-----~---=~=;---~f-1'1:----=~~;~~-~--~--.--~~-:_ilir~~J ;r:: I - --- -_:2 ----
I
CD
7
NOT£!!
ELECTRONIC DATA FILES ARE FOR RtftRl:NCE
(7{L Y ANO ARE NOT TO BE USED FOR HORIZl7{TAL
OR VERllCAL SURVEY CCWTRCl
,, -.r 'ii_, -
,;j ~ -. - -.
-~~~·-"------ft-" --+-Rl~-----t--I...-
----J ' --_----)_= ~,;----
L FM
-_ : _-- - -"--:_ \ '=~ ----"' -,, -~.;; --__ : --,:~
NOTE:
SEE OWC. No. -115-9C FOR
FARADAY AVENUE IMPROVEMENTS
PLAN -FARADAY AV£NU£
SCALE: 1• = ,10'
"AS-BUILT " 0 ~~ DESIGNED BY: H.R.AB. DATE: JUNE 2003 ~
/ ~ DRAWN BY: T.G., 8.C.0. SCALE: 1" = 40' _.,A • (~~/
PROJECT MGR.· T.O.C. JOB NO.: 96-1005 TIMOTHY 0. CARRot:CJR1 C O N S U L T A N =T-s=--~---------------J P.E. 55381 EXP. l2/3fG08 DATE
2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: c-~ 1¼
Suite 100 Planning REVlynED BY>:J ~ Corlsbod, Colifornio 92008 Processing --~ A. I a I /
0
PD!l LD1 B
1WAP, !Vo, 8?3
BENCHMARK:
DESCRIPTION: 2• ALUMINUM 0/SC STAMPEO GPS CCWTRO/..
LOCATION:
PT. 2002
IN SIOEWALK NORTH S/0£ OF PALOl,/AR
AIRPORT ROAO, 300 FEET ~ST OF
MELROSE OR/VE
RECORD FROM: R.O.S. NO. 17271 {PT. NO. 11)
O' 10' 40'
5' 20 80'
SCALE: 1" = 40'
CAlJTlON !!
CCWTT?ACTOR TO VERIFY THE EXACT
LOCA lla-1 OF EX!SllNG UTILJllES IN THE
f!El.O PRIOR TO Cl7{STRt/CllON!
CENTERLINE DATA
NO DELTA/BEARING RADIUS LENGTH
I i::,. -01"41 '37" 850.00' 1!4.14'
2 N 51'09'47" E 318.31'
3 i::,. -01"04'35" 800.00' 98.81'
SEWER DATA
le:@: DELTA/BEARING RADIUS LENGTH REMARKS
I i::,.= 01"41'37" 850.00' 114.14' 10" HOPE OR 11.0 FORCE MAIN
2 N 51'09'47" E 318.31' • "
3 i::,. -07'04'35" 800.00' 98.81' • "
NOTE: HOPE SHAll BE /PS, GREr COLOR, WITH HEAT FUSION JOINTS
~ CITY OF CARI.SBAD I SHEET[,
t====1====t=============================!====~====!====~===~ LlQ_j ENGINEERING DEPARlMENT ~ ·=-
IIIPfiOVEIIENT Pl.ANS FON: ~
CARLSBAD OAKS NORTH ¾
L--l-------1----------------t----f--t---+---1 ~~~--:!_A~ct1,~~'=H£DION,~~~'=Sl""'"'IE'~==========c.=r.=. 9=7=-f=J
:
I/J<!/20/07 TC 11\ AS-BUILTS
DATE ! INITIAL DA TE INlll AL DATE INITIAL
APPROVED
--~-~s ., Fa.nLLOYD B. HUBBS/~T/..'f
cl fY ENcPiEER ~ 23889 EXPIRES 12-31-05 ATE7
DWN BY: PROJECT NO. DRAWlNG NO.
760-931-7700 Socve~ng L--_,.r::--~ r ,A DATE: 16/a.o L / ~~-~ i -..,__·_ ~1:S((J8 Fox: 760-931-8680 /"--~ _ {.!:!!f ll ________________________ ;;~w~••~-0
~a
0
~,=~o~,u~1to~,t~s.c~o~m;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~TI~M~O~TH~Y~O~-~CA~R~RO~L~L,~J~R.~;;;;;;;~RC~E~:~55~3~8~1 ~~INS~P~EC~T~O~R;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;D;;;A;;;T;;;E;;;;;;;~--~E:LEV:A~T:IO:N:~~#;,:.00:.;;l,/.;.S.;.l.;__;;DA.,;J;;;UM,;;,:.,;M,;,;G.,;l,t/;.,;,;/9.,;;,'29;_ ___ ~;;;;;;;:;:r;]:i~::::~::-::::-::::::::-:::-----------------------
1: \961005\96050110.dwg Oct 22, 2004 12: 09pm
Xrefs. 9605dl, 9605ASTR, 9605dily; 9605FSTR; 9605AUTL; 9605FUTI_, 9605DUTI_· 9605AMAP· 96057UTL· 9605PLAN; 9605FPRO
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY: GVP
RVWD BY:~\/'}__ C.T. 97-13 415-9F
101708
I
I
,,., ...
L ..
.. ... . ·· I--·· . .. I. -_._... · ..
AIR VACASS'Y THREADED ON NIPPLE
/z"vl\
NOTE!!
ELECTRONIC DA TA RLES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR VfRTICAL SUR'IEY CONTROL
----. ·.::. --.... , _____ .
---1-·. · ·r_ .. ___ __. .. ... . ... :·
33 I 34
. .... -1.
'
. ,_ . _. ·. -. ,._ ..
35
.. ,--:
..... r ...
36 37
~,,--EXIST. 12" D(CESS EFFLUENT LI/IE
ANO 14" SEWER FORCE MAIN
(SEE SEWER NOT£, THIS SHEET)
·~----------------~
"AS.:;_BU IL T 0 /',...~ DESIGNED BY: H.R.A.8. DATE: JUNE 2003 (;,Ii DRAWN BY: T.G., B.C.0. SCALE: 1" = 40' ~-~·
___ PROJECT MGR.· T.0.C. JOB N0.:96-)005 TIMOTHY o. CARRQLL,JR.
C O N S U L T A N T S f-----------------l P.E._55381 ·EXP.4c81/08
2710 Loker Avenue Wc5t
Suite 100
Carl:sbad, Colifarnio 92008
760-9)1 -7700
Fox: 760-9)1-B680
www.odoyconsultants.com
CM! Engineering
Plannlng
Proces5lng
Surveying
ENGINEER OF WORK: REVZ!_ED ~~ /JI .
~---=.,;<:'.'.'."'.::::',. =='~c::c--c,A-~V'-----___llD~AT!;:.E:~lo~)..,/~ -fi'..4.A,••tiL ~-
TIMOTHY 0. CARROLL, JR. RCE: 55381 --INSPECTOR
"
DATE ,
38
CD
BENCHMARK:
DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALi( NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET IIE'ST OF
MELROSE 0Rl'IE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71}
ELEVATION: #1.00 M.S.L. DATUM: NGW 1929
39
O' 10' 40'
5· 20 80'
NOT£·
SCALE: 1 • = 40'
SEE OWG. No. 415-9C FOR
FARADAY A VfNUE IMPRO'IEMENTS
CAUTION II
CONTRACTOR TO VfRIFY THE EXACT
LOCATION OFEXISTINC UTIUTIES IN THE
RELD PRIOR TO CONSTRUCTION!
I
C£NT£RLIN£ DA TA
1NQ DELTA/BEARING RADIUS LENGTH
I
2
J
4
5
t:, = 05"26 '09 •
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S£W£R DATA
800.00'
700.00'
1250.00'
16.09'
196.74'
140.44'
245.98'
9.69'
~ DELTA/BEARING RADIUS LENGTH REMARKS
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HOSE COUPCING AT THE TOP OF THE BODY, AND A 1/2 INCH
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PLAN -FARADAY AVENUE
SCALE: I• = 40'
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DRAWN BY: T.G., B.C.0. SCALE: 1" = 40'
PROJECT MGR.· T.O.C. JOB NO.: 96-1QQ5
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LOCATIO~: IN SIDEWALK NORTH SIDE OF PALOMAR
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SEWER DATA
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DATE:to/20/09 ~
Tl~OTHY 0. CARROLL, JR. RCE: 55381
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BENCHMARK:
14
DlSCRIPf C,N 2• ALUMINUM DISC STAMPED CPS CONTROL
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I OCATION IN SIDEWALK NORTH SIDE OF PALOMAR
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SEWER DATA
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NOT£, 1-JDPE SHALL BE IPS, G l?EY cOWR. WITI-I
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SEWER DATA 1-:;;.-:-r=====~-~-
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159.19'
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2710 Loker A..,.enue West
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www.odoyconsu!:ants.com
Civil Engineering
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PROJECT MGR.· T.O.C. JOB NO.: 96 1005 TIMOTflY O CA~ JR --c-o~N~S~~U-~L~T=-A.,...~N'c--=T-S=--1------------------1 P.E. 5538( , EXP. 12(3//oe,
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LOCATION: IN SIOEWAU< NORTH SIOE OF PALOMAR
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MELROSE 0Rfl£
RECORD FROM: R.QS. NO. 17271 {PT. NO. 71}
ELEVATION: #4.00 M.S.l. DATUM: NGl,f) 1929
0')/20 07 TC 1 AS·8Utl TS
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGONEER OF WORK REVISION DESCRIPTION OlttER APPROVAL CITY APPROVAL
I: \961005\960'1Dl16.dwg Oct 20, 2004 9: 27om
C.T. 97-1.1
APPROVED
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CITY ENG ,EER[ 23889 EXPIRES 12-31-05 D TE
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Civil Engineering
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ENGINEER OF WORK:
mAOTHY 0. CARROLL JR,
DATE: tc/2../1)(.,,
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DESCRIPTION: 2' ALIJl,(/N/JM DISC STAMPED CPS CCNTROI.
PT. 20{)2
cOCATION: IN SIOEWAIJ( NOflTH S/IJE OF PAl()l,fAR
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DESIGNED BY: H,R.AB. DATE: JUNE 2003 "AS-BUILT
DRAWN BY: T.G., B.C.O. SCALE: 1· ; 40' ~-~4 PROJECT MGR.· T.O.C. JOB NO.: 96-1005 TIMOTHY 0. C~ll,JR.
P.E. 55381 EXP. f2/3f/O(j
ENGINEER OF WORK:
REVl,iiWED BY: c¼c• ~ C.&t-1dxlr:t:-DA1E: ~~~ ~-
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BENCHMARK:
DESCRIPTION 2" ALUNIN/JN 0/SC STANPEO CPS CONTRa
PT. 2002
LOCATION IN S/0£/YALK NORTH SIDE OF PALCKfAR
AIRPORT ROAD, JOO !HT MST OF
/ID.ROSE DRIVE
RECORD FROM: R.QS. NQ 17271 {PT. /IQ 71}
ELEVATION: 4#.00 11.S.L DATUM: NCl,fJ 1929
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09L20/07\ _r('.;_
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DATE INITlAL 1 DATE INl11AL
ENGINEER OF WORK REVISION DESCRIPTION O'IHER APPROVAL
l:\961C,OS\·;JEU~di18.d"'g Oct 12, 2004 9:16am
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6
7
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9
10
DATE
SEWER DATA
DELTA/BEARING RADIUS LENGTH REMARKS
-N 19"07'05" £ -··-·-85.93' 12" PVC SDR.35 SEWER
t,, = 01"52'/6" 300.00' 41.21' • •
N 86"59'20" £ --· 10.36' • •
N 86'59'20" £ --59.51' • •
t,, = 04"52'o2" 300.00' 25.48' • •
N 82'07'!9" £ --241.52' • •
N 51"34'59" W --78.91' ll" PVC C-900 SEY/ER
t,, = 04"26'19" 300.00' 2J.°24' • •
/162"0! '!8" W ----50:14' • •
t,, = 01"28'07" 300.00' 7.69' • •
SEWER NOTE
Dt!Sl 12• EXCESS Em.VENT UNE PER 8tJENA
SANITATION DISl W.Q No. 5-80-1-1 ANO 1-1•
SDtf'R FORCE AIAIN PER BUENA SAN/TA TION 0/Sl
W.Q No. 5024 TO BE PRO'!ECTED IN PLACE
NOTE!!
ELECTRONIC DATA RLES ARE FOR REFU?ENCE
ONLY AND ARE NOT TV BE USED FOR HORIZONTAL
OR ITT?TICAL SURVEY CONTROi.
I 5
/8T I CITY OF CARLSBAD SHcc_TS
ENGINEERING DEPARTMENT 21_
/1/PHOVEAIENT PLANS FOR:
CARLSBAD OAKS NORTH 4 :z. '
SO. AGUA HEDIOHA S£WCR C.T. 97-13'
APPROVED
A / O~;f, ,-.. ,'( LLOYD B. HUBBS ~-"-
CITY E~G'',0 E~ -;:; 23889 EXPIRES 12-31-05 D TE'
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CITY APPROVAL RVWD BY: _C,y/ _ • C. T. 97-13 415-9F ··--
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P.E. 55381 EXP. 12/31/08 _ DATE
ENGINEER OF WORK:
~EDBda~ ~~~/ 9/dt;t DATE:10 fi:,4
TIMOTHY 0. CAR OLL, JR. -RCE: 55381 TOR DATE
i 11. 05' ~ /2" PVC ti 0.40%
37
BENCHMARK:
DES::Rll'TION 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION IN SIDEWALK NORTH SID[ OF PALOMAR
Al RP ORT ROAD, .JOO F£ET WEST OF
MELROSE DRIVE
RECORD FROM ROS NO 17271 (PT NO. 71)
ELEVATION 444.00 M.S.l. DATUM NGVD 1929
-290
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DELTAL8EARING RADIUS LENGTH REMARKS -· --
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N 71"35'50" W
N 5.5•41'42• W --
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N 38'2017" W --
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187.98' " "
90.87' ,, .
75.89' " "
57.68' " "
81.11' " "
11.05' 12" PVC SOR 35 SEWER
NOTE!!
ELECTRONIC OA TA RLES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
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I s/91 I CITY OF CARLSBAD
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DWN flY: -----F'kOJECT NO. JRAWING NO DATE INITIAL DATE INITIAL CHKD BY: .G',12_
OlliER APPROVAL CITY APPROVAL RVWO ~y,_a,/_ C, T. 97-13 415-9F
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Carlsbad, Californ,a 92008 Processing
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DRAWN BY: T.G. B.C.O.
PROJECT MGR.: T.0.C.
ENGINEER OF WORK:
DATE: JUNE 2003
SCALE: 1" = 40'
JOB NO.: 96-1005
/ _ _/ //~ ---d__ -~,. DATE: /f) ~IC&
TIMOTHY 0. CAllROLL, JR. RCE: 5381
"AS-BUILT
-------' -( ~· .-t,. . _.,.._,____,
TIMOTHY O. CARROLL.JR. I,
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280
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o' 10· 40' -----5' 20' 80'
SCALE: 1" = 40'
BENCHMARK:
OE3CRIPTION 2" ALUMINUM DISC STAMPED CPS CONTROL
PT 2002
LOCATIO~: IN SIDEWALK NORTH SIOE OF PALOMAR
AIRPORT ROAD, JOO FEET MST OF
MELROSE ORI 1/c
RECCRD FROM: ROS NO. 11211 (PT NO. 11)
ELEVATIOfl 444.00 M.S.L. DATUM NGfV 1929
\
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NO SCALE
----
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09/20/07 TC ill AS-BUil TS
DATE INITIAL DATE
.
INITIAL
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1-·
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SEWER DATA
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DELTA/BEARING RADIUS LENGTH REMARKS
N 65'59 '38" £ 19.37' 12" PVC SDR 35 SEWER -
/\ -; 25'03'53" 300.00' 131.24' -,, " --N 88'56'29" W -55.35' ,, "
N 44'5l'5o" [-
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NOT£!!
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I 20T I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
IIIPHOVDIENT PUNS FOR:
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J N 69'57'U" W /BJ.77'
RECYCLED WATER DATA
-···-·
NO DELTA/BEARING RADIUS LENGTH REMARKS
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3 N 69'57'!4" W P!B.8S' 18~,05 I • "
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WATER DATA
[Nol DELTA/BEARING RADIUS LENGTH REMARKS
o· 10· 40' I N 81"45'!5" £ ---128.74' 16" CULC STEEL HC 700
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J N 59·57'14• W --/JI.BJ' . "
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EXISTING FAR.4[).4 Y .41£. /IIPRODENTS
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DESIGNED BY: H.R.AB. "AS-BUILT " BENCHMARK:
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JOB NO.: 96-1005
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TtMOTHV ~~. JR. ll££ROSE WATl"L"'H-=l=OOP============'C."=T.~. ~9~1~1'."!J
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ENGIN AIRPORT ROAD, 300 ITET lffST CF, I . A -EER OF WORK: ED BY: MELROSE OR/'I[ 1---,,---t------------------+---___j---t----+---l Ii"• ~t~"n ., ,..-.aLLOYD B. HUBBS /~1>'/
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TIMOTHY 0. CARROLL, JR. RCE: 55381 DATE ENGINEER OF WORK, REVISION DESCRIPTION DATE I INITlAL DATE , INITIAL CHKD B~,-G--V-f'¥,.~.~: P'lOJECT NO. DRAWING NO.
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. \961 OW,\9b05di21.dwg Oct 19, 2004 1: L6prn
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2710 Loker Avenue West
Suite 100
Corlsbod, Colifornio 92008
760-931-7700
Fax: 760-931-8680
www.odayconsultants.com
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: H.R . .AB.
DRAWN BY: T.G .• B.C,0,
PROJECT MGR.· T.0.C.
DATE: JUNE 2003
SCALE: 1' = 40'
JOB NO,: 96-1005
SCALE: I• = ,I(}'
"AS-BUILT
--7 A" ~(dr~
rtMOTIIYO. CARROLL,JR.
1-------------------l P.E. 55381 EXP.12(51/od
ENGINEER OF WORK: /~ _c?.4
TIMOTHY 0. CARROLL, JR. RCE: 55381
,,
DATE
DATE
------------
-
I
I
I
I
45
BENCHMARK:
DESCRIPTION: 2• ALUMINUM lJfSC STAJIPE[) CPS ~TROL
PT. 2002
LOCATION: IN SIDEWALi( NORTH SIDE OF PALOMAR
AIRPORT ROAD, 300 FEET llf'ST OF
MELROSE DRIVE
RECORD FROM: R.as. Na 11271 (PT. Na 71)
ELEVATION: #1,00 AI.S.L. DATUM: NG',O 1929
I
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46
•
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-----------+-------------'--
1 , , , , i I ' ' I -,----!--i~-+-•-·---t--+-----~:-;-~----.----1·
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f----t--I ! ] I ____ ,---+ -+----+
' __,_ --~---L..Lj--t--------+---+----+---,' -+--
-----f------------
--------1
CENTERLINE DATA
(NO) DELTA/BEARING RADIUS LENGTH
I 6 -20'06'02" 1600.00' 561,31' ~2""""'""""'~~~6 .. 7,i1.-------
I ...
o· 10· 40' RECYCLED WATER DATA ' I
t:'-:: ' 5 20 80' I NO DELTA/BEARING RADIUS LENGTH REMARKS ~
I
I
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------
SCALE: 1" = 40'
£XISTTNG AIEI..ROSE ON. IMPHO'.cl/ENTS
PER O#G. No. s .J.JfO(',,fSTA} ct 3206{',fSTA}
UNLESS OTHERWSE NOTED.
I
!Hg
I
"' 18'38'28" !554.0f)' .56'5.51' 12" PVC ~ C 900 CL200 ,
1586.00' SIG.00' ~ ----
WATER DATA
DELTA/BEARING RADIUS LENGTH REMARKS
a
6= 20'38'56" 1641,00' 591.40' I 6 • CMLC ST[£L HG 100
NOT£!!
B.£Cll?ONIC DATA FllES AH£ ro< Hl:ftRt/'IC£
a-IL r ANO AR£ NOT TO BE USED FOR HORIZONTAL
OR 1£/?llCAl SURVEY CONTR(X
l22TI CITY OF CARI.BEAD
ENGINEERING DEPARlMENT
INPNO'IEJ/Off PLANS FOIi:
CARLSBAD OAKS NORTH
SHE~ 2 '
-
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/l'A -z. '-=-
I
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IICJJiOS£ WATE'H LOOP c.r. 91-1JI •
APPROVED
A ---~•a~ ~ LLOYD B. HUBBS /~z{,,o'I'
CITY ENCJ1NEER -~E 23889 EXPIRES 12-31-05 DAT~
09120107 TC 11\ AS·BUILTS OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITlAL CHKD BY: ~
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL Cl'TY APPROVAL RVWD BY: tIYJ. C.T. 97-13 415-9F
,
I: \961005\96050!22.dwg Oct 20, 2004 9: 44am
Xrefs: 960501; 9605FU1l; 9605AMAP; 9605astr; 9605fstr; 9605AUTL; 9605PLAN; 96050UTL; 9605D!LY; 96057UTL; 9605APR0
101708
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TRENCH R£STOR)f/ON
P£R CITY OFV, .. I5:,;;TA~:---,
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!_o
-
PLAN -EXISTING MELROSE DRIVE
SCALE: I• = ,o•
"
----i +---
-320 1
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t;
o· 10' 40•
5 20 80'
SCALE: 1 " = 40'
EXISTlNC l,fRROSE ORIIE //IPROl£/IENTS
PER O#fl. No. s JJIO(V!STA) ~ J206(V!STA)
UNLESS OTHERWSE NOTfD.
-!
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NO
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2
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2
~
-----i---------:-:-
_I_ ---
----i---
'-t--
____ , ____ _
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CENTERLINE DA TA
1~0: DELTA/BEARING RADIUS LENGTH
I N 21"0I '35" W --14.25'
2 1' = 20'58'32' 1600.00' 585.75'
--V -. •
RECYCLED WATER DATA
DELTAlBEARING RADIUS LENGTH REMARKS
N 21"0l'35" W' ·----14.25' 12" PVC ~ C 900 Cl200
1' -20"58'32" 155~.86~ §86.J!' " .
--!51¼.CXJ' 560.-,Z' ------
WATER DATA
DELTA/BEARING RADIUS LENGTH REMARKS
N 21"0I '35" W' --14.25' 16" CMLC ST[[l HC 700
1' -20'58 '32. /6,1.00· 600.76' . .
NOT£!!
ELECTRONIC DATA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED Fa? HORIZONTAL
a? 1£R71CAL SfJRIEY CONTRfX.
'I
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I 2JTI CITY OF CARLSBAD SH::ETS
ENGINEERING DEPARTMENT 2 -
/IIPROYDIENT PLANS FOH:
'I
"AS-BUILT
C~~T
DESIGNED BY: H.R.AB. DATE: JUNE 2003 ✓-------~ DRAWN BY: T.G., B.C.0. SCALE: 1" = 40' ~
PROJECT MGR.· T,O.C. JOB NO.: 96-1005 TIMOTHY 0. CARROLL JR. s P.E. 55381 EXP. JZ/3//0{j
a/64,k i
DATE
BENCHMARK:
DESCRIPTION: 2" Al/JAIINIJM DISC STAJ,fp[[J GPS CONTRfX
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PAlOUAR
AIRPORT ROAD, JOO FEIT llf'ST OF
MElROSE OR/VE
CARLSBAD OAKS NORTH 1 .. a
IIE1ROS£ WAT(H LOOP C.T. 97-13
APPROVED
A .., -~-•<~' ;6 E•~ LLOYD B. HUBBS~¥
2710 Loker Avenue West Civll Engineering ENGINEER OF WORK: Suite 100 Planning RETED 9} i;-1 t., Carlsbad, Colifornro 92008 Processing
----~ .d ~~/oir 760-9.31-7700 Surveying
DATE: rc./M, •~., .
Fo11: 760-9.31-B680 _...,_____, ~ ,
www.odoyconsultcmts.com TIMOTHY 0. CARROLL, JR. RCE: 55J81 rNSPECTOR DATE
RECORD FROM: R.as. Na 17271 (PT. Na 71}
ELEVATION: #1.00 M.S.l. DATUM: NC~ 1929
"9!2a107 It' AS-5UILTS
CITY ENG ."E:R E 23889 EXPIRES 12-31-05 AT~-
TC OWN BY: DATE INITIAL ·, INITIAL PROJECT NO. DRAWING NO. DATE DATE INITIAL CHKJ BY: _Q.IP __
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~'ti. C. T. 97-13 415-9F
I: \961005 \960Sdi23.dwg Oct 12, 2004 8: 57am
Xrefs: 96C57LJT~; 9605□I; 9605FUTL; 9605AMAP; 9605□str; 9605fstr; 9605AUTL; 9605PLAN; 9605DUTL; 9605DILY; 9605AP~O
101708
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I! 10• SEWER i -If
__::.,.----<'.)---!,=-7r(C.'n~RLS8AD) .J I! /I !/
l/,IPHOV[/J[NTS PER l
CITY or CARLSBAD owe. No. 399-4
12• PVC::::'\ "
REC. WATER_L t ----
26+62 Rf/JOVE END CAP
&: T.8. ~ CONNECT TO
12• REC. WATER
PER OWG. No. 399-4
__ _j ------:_----I!-
lj Ii
-/;. - -
!/
/ / -----/-7· -------
I /
•-----------EXIST.
/ 8.S.D.
15" SEWER
2710 Lok.er Avenue West
S1..1ite 100
Carlsbad, Californio 92008
760-931-7700
Fmc: 760-931-86B0
www.odoyconsultonts.com
Civil Engineering
Planning
Proce:r:iing
Sur\/eying
' --t-------
S¢4lli Hn"'1Y.-"'--1" = ¥0'
j VER . ~! ,-_= B'
29 30
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7of)jJ,/f ;vc-~
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31
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PLAN -EXISTING MELROSE DRIVE
SCALE: t• = 40'
-I
DESIGNED BY: H.R.AB. DATE: JUNE 2003
SCALE: 1 ' = 40'
"AS-BUILT
DRAWN BY: T.G.. B.C.O.
PROJECT MGR.· T.O.C. JOB NO.: 96-1005 ~
TIMOTHY 0. CARROLL.JR./ I, f------------------1 P.E. 55381 EXP. 12/21~06
ENGINEER OF WORK:
REVI ED BY:/) I.
-=.-----:--;:~--..· ~=~'f__~DA;rE:TE::'C:'4~).~~~{jff -+,';zo,_fw__,'l_i,l_.__\_..,,!B,J....,__
TIMOTHY 0. CARROLL. JR. RCE: 55381 I SPECTOR
-i
!
i ----
!
32
..
DATE
DATE
---ALL STEEL PIPE J.J6!iN-7S--TOBE
DOUBLE -PASS_l;j£1.!)£D-------
,__ ·--------------+---' --i
!_ +_ -----------
! ' +----
-------,----
16" WATER __ _
! ---------+-,>------· --I--
'
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' '
---+--,____ ___ .. -----
' ' '
+---•--
____j__; __ -
i 1--
__ s,m P!PE]IJ. '_-SECTION YER~
~---C.IJ.W.IJ. IJWG.-No. --------
[--
' i '
L__ IJElif/L
' -•----1---·-~
--;--
_J_ SCALE: 110R1 z. ~ r O to'
VERT. 2"
33
\
BENCHMARK:
DESCRIPTION: 2• Al/JAI/Nl/1,f DISC STAJ.IPE{) GPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, .JOO FEET ~ST OF
IIFLROSE DRIVE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11)
ELEVATION: ,f.#.00 /J.S.L DATUM: NC',fJ 1929
' '
34
SEE 51::WER NOTE
SHEET 21
.. ,.
o· 10· 40'
5 20
SCALE : 1' = 40'
1
(fLl•D4"4Z'49"
N 52•53 '44 "W
\.. ...
80'
EX!SllNG MELROSE OR/VE IMPROVEMENTS
PER 0/IG No. s J31o{',1STA) ~ 3206(',fSTA)
UNLESS OTHFJ?HfSE NOTEO.
NO
I
2
3
4
~
I
2
3
4
CENTERLINE DA TA
(NO) DELTA/BEARING RADIUS LENGTH
I 6= 18"25'!0" 2000.00' 642,96'
2 N 21"0I '35" W --91.65'
-T
RECYCLED WATER DATA
DELTA/BEARING RADIUS LENGTH t~.32' REMARKS --
& ,YJ"iS'W" 2046,00' 8Y1.15 12" PVC ~ C 900 Cl 200
,~, L"P&,1 '~" jj, 9f.~' 45.G2' .. .
Ll •/2"/f'O/" 20/4.00' 428.2(;' " "
NZ/00/'35"W -91. G5' " "
WATER DATA
DELTA/BEARING RADIUS LENGTH REMARKS
6= 09'18'23" 565.00' 91.17' 16" CAILC STEFL HG 700
6= 04'44'4/" 1100.00' 9/,09' ,. ,.
6= /3'1142" 1959,00' 451.15' ,. ,.
N 21"0I "35" W ---9/,65' • •
NOTE!!
ELECTRONIC OATA flL£S ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL
OR VERTlCAL SURVEY CONTROL
◄
•
•
,
I
I
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.
>---+-----+-----------+---+-----+---+-----<I S2H,E5T I CITY OF CARLSBAD SHEETS
1------,---t----------------+------l---t---+-----1 ~:::::::lf::::=:::'....:=::::::E:::N:::G:::IN::E::ER:::IN:::G:::::::D:::E::::PA:::R:::::TM=EN::::T::====1~-
09/io/07:~TC~--!-'-'l~A~S_-~B~l)f~L~TS~---------+----1---+----I
DATE INITIAL I DAlE INITIAL DATE -IN_ITI_A_L_,
ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL
I: \961005\1,1605DI24.dwg Oct 12, 2004 9: OOom
Xrefs: 960~ 7UTL; 9605DI; 9605FUTL; 9605AMAP; 9605ASTR; 9605fstr; 9605AUTL; 9605PLAN; 9605DUTL; 9605D11_ Y; 9605APRO
//IPROVE/l£NT PlANS FOH:
CAHLSBAO OAKS NOHTH
JIE1..IN)S£ W~Tl'H LOOP"==========c.=T.=9=7-==::;tJI
APPROVED I
~15'1;,o,'6 t'-rl LLOYD B. HUBBS 10/.r,/1'1
CITY ENG H:ERPE 23889 EXPIRES 12-31-05 61,:TE'
OWN BY:
CHKD BY: _G_\/_E>__
RVWD BY: '~-•-
PROJECT NO.
C.T. 97-13
DRAWING NO.
415-9F
101708
.}_ ._
CTS#4/II.. . . ,:_,----·
/~
/// \Cc
2" COPPER // 1'
CONNECTIONS ______,r
(TYP) SEE~
Q9
NEW 16" /
CML&TW-~
VALVE (TYP) -~-
EXIST 1 O' X 7'
DRAINAGE CULVERT ---
STA 85+45
STA 45+33
1/
TABLE 1 -CORROSION TEST STATIONS
CORROSION TEST
STATION
2
3
4
5
6
PIPELINE
STA
80+77
84+00
42+90
36+75
30+13
26+65
CTS
TYPE
REFERENCED
DETAIL & SHEET
4-W INSUL FLG 2/25
2-W ANODE
2-W ANODE
2-W ANODE
2-W ANODE
EXISTING 4-W
• • ..
CML&TW
1/25
1/25
1/25
1/25
INS NIC
LEGEND
INSULATING FLANGE CTS (SEE TABLE 1)
2-W CTS WITH 2 ANODES (SEE TABLE 1)
INSULATING FLANGE
2-INCH COPPER MANUAL AIR RELEASE (MAR)
2-INCH COPPER BLOWOFF
VALVE WITH BOND
FIRE HYDRANT
BOND WIRES
NEW 16" CML&TW
NEW 12" PVC PIPE (RECYCLED WATER)
EXISTING 12" PVC PIPE (WATER)
EXISTING 8" PVC PIPE (SEWER)
CEMENT MORTAR LINED,
TAPE WRAPPED STEEL WITH MORTAR OVERCOAT
PIPE (SEE SPECIFICATION SECTION 09870)
MELROSE DRIVE 16" WATER MAIN CATHODIC PROTECTION SITE PLAN
DESIGNED BY: STT
DRAWN BY: GPM ~ )Dee) Colfflll.TAllD, IMc. PROJECT MGR.· EAD
i
15"
SIDEWALK PROTECT
IN PLACE OR
REMOVE AND
REPLACE IN KIND
-10• (MIN)~ ___________ ___,
SEE GEN CP NOTES
(~TYP),
f / ', ' , , __ .,,
I ('. / CURB AND GUTTER
" \ ~---'\,~~~~-PROTECT IN PLACE
,/ lcoNCRETE PAD ~~p~tE0i~ ~~Jo
CONCRETE TEST BOX.~
16" CML&TW
l
12·
\ SEE WIRING DIAGRAM Q9
R/W \ SIDEWALK~
\ I
,-
1 2 .. I
I
WARNING
24"
I
TAPE
" "
I I I
' I I
: y
I '
' I I I I , ~--t----i -----------
: I L__ TO 2ND
-----------------------i 2-No. 8 HMWPE ~
t : ANODE PIPE LEAD WIRES
I ' C>. ----No. 12 THWN
ANODE LEAD
' L ________________ _
16" CML&TW
NOTE:
1. SEE GENERAL CP NOTES No. 4 ANO No. 5.
2-WIRE CTS W/4 ANODES
NTS
•-~To TEST STATION (LOCATED
BEHIND CURB AS SHOWN IN
DETAIL 1 ON THIS SHEET.) FOR
CTS WIRING AND MOUNTING
SEEW
IN$111 ATING MATERIAi $·
GASKET -TYPE "E" PHENOL!C
W/ RECT. 0-RING
SLEEVE -G 1 0 GLASS
WASHER -G 10 GLASS \29 , THREADED STUD
81 B2 INSULATING SLEEVE .\ / (2 PLS)
A 1 A2 (FULL LENGTH) 11 (~6~~ ~tDs;s)(2&PL~~T----®@j~@@@
INSULATING WASHER -. EXTERNAL PETROLATUM
(BOTH SIDES) 1;---WAX TAPE WRAP. SEE GEN. NOTE 7
INSULATING GASKET ------/1 AND SPECIFICATION SECTION
(TYPE E -FULL FACE) '-...~ , 1 6640_
/ ALU MINO-THERMIC
A1 A I WELD. (TYP) SEELU
NOTES:
WEST END
NEW 16"
CML&TW PER
DWG NO.
415-9C
I
3" (TYP)~
EAST END
NEW 16"
CML&TW
1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL
THRU-FLANGE BOLTS OR STUDS.
2. WIRE WELDS CAN BE ATTACHED TO EDGE OF FLANGE
OR PIPE CYLINDER.
3. EXTEND WAX TAPE 3-INCHES BEYOND FLANGE OVER
16" CML&TW PIPE.
BURIED INSULATING FLANGE
NTS (CTS #1 ONLY)
0
DATE: MAY 2006
SCALE: NTS
JOB NO.: 96-1005
529-1 A.lftO Pk>e•
EN~;~J
Suite 110
S•:m D-iego, CA 92123
Proj: 063311 (858) 576-0226 DATE: S"-.Z",O' .. DATE INITIAL
ENGINEER OF WORk REVISION DESCRIPTION
EUGENE A. DeCARLO CR: 1011
[:\)C•Of.Pi-oj\0652, '·,:·11-q:,-: r.iwg ~:..1 24, LU:JG J.19pm
Xret;;
DATE
GENERAL CATHODIC PROTECTION NOTES
1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE
WITH THESE DRAWINGS AND TECHNICAL SPECIFICATION SECTION 16640.
2. CORROSION CONTROL REQUIREMENTS FOR THE NEW 16-INCH WATER MAIN
SHALL INCLUDE:
A. A 3-LAYER, 80-MIL TAPE WRAP (PER AWWA C209/C214) WITH A
5/8-INCH PROTECTIVE MORTAR OVERCOAT (CML&TW). SEE SPECIFICATION
SECTION 09870.
B. SACRIFICIAL ANODE CATHODIC PROTECTION.
C. FULL METALLIC CONTINUITY (ALL WELDED PIPE JOINTS AND BONDED
MECHANICAL JOINTS). SEE CONTINUITY TESTING REQUIREMENTS IN
SPECIFICATION SECTION 16640.
D. DIELECTRIC ISOLATION (SEE INSULATOR REQUIREMENTS IN SPECIFICATIONS
SECTION 16640).
E. CORROSION MONITORING TEST STATIONS.
3. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE.
4. AT-GRADE CORROSION TEST STATIONS:
A. TEST BOXES SHALL BE LOCATED BEHIND CURB AS SHOWN. TEST
LOCATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN
TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES.
B. USE CHRISTY G5 TEST BOX.
C. PROVIDE 24" SLACK WIRE AT WELD TO PIPE AND COILED IN
TEST BOX.
D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL NO ROCK,
GRAVEL, OR SAND.
E. INSTALL REINFORCED CONCRETE PAD (24" SQ. x 4" THICK) AROUND
TEST BOXES IN UNPAVED AREAS. No. 4 REBAR FOUR PLACES.
F. IDENTIFY TEST LEADS WITI--1 1-1 /2" DIA. BRASS TAGS STAMPED
WITH 1/4" CHARACTERS. -TAGS SHALL IDENTIFY OWNER, SERVICE, SIZE
AND MATERIAL. ATTACH TAGS WITH No. 14 BARE COPPER WIRE.
5. ANODE INSTALLATION NOTES:
A. SOAK ANODES IN WATER FOR 3D MIN. BEFORE INSTALLATION. SEE
SPECIFICATION SECTION 16640.
B. INSTALL ANODES 1 O' (MIN) OFF PIPE BUT WITHIN DISTRICT EASEMENT. IF
1 O' OFFSET IS NOT POSSIBLE, CONSULT ENGINEER.
C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING.
MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE.
6. BURIED MECHANICAL JOINTS, i.e., VALVES, FLANGES OR COUPLINGS, EXCEPT
INSULATING FLANGES MUST BE BONDED AND WAX TAPPED PER DETAIL 3
ON SHEET 26 .
7. ALL BURIED, STEEL OR IRON, i.e. FLANGES, VALVES, COUPLINGS, ETC.
SHALL BE WRAPPED WITH PETROLATUM WAX TAPE PER AWWA C217 AND
SPECIFICATION SECTION 16640.
8. NO WIRE OR CABLE SPLICES ARE PERMITTED.
9. WIRE: CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC
WELD PROCESS SHOWN IN, DETAIL 6 ON SHEET 26. ATTACH 1 WIRE PER
ALUMIND-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3"' MINIMUM.
10. CONTRACTOR SHALL DOCUMENT .ALL CHANGES FROM THESE DRAWINGS AND
SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION
OF WORK. !NCLUD[NG GPS COORDINATES.
11. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR INSPECTION OR
TESTING OF CORROSION CONTROL INSTALLATION AT THE FOLLOWING POINTS
(SEE SECTION 16640 FOR TESTING AND INSPECTION REQUIREMENTS).
A AT THE COMPLETION OF PIPE INSTALLATION WITH All BONDS AND TEST
WIRES ATTACHED PRIOR TO CONTINUITY TESTING.
B. AT THE COMPLETION OF WAX TAPE APPLICATIONS.
C. AT INSTALLATION OF FIRST ANODE BED.
D. AT THE COMPLETION OF ALL CP FACILITIES FOR FINAL INSPECTION AND
ACTIVATION.
CITY or OCEANSIDE
PACIFIC
OCEAN
CITY OF VISTA
CITY OF
CARLSBAD,-
CITY OF ENCINITAS
VICINITY MAP
CITY OF
S1'N MARCOS.
/ . '-
I 25T I CITY OF CARLSBAD SHEETS
ENGINEERING DEPARTMENT 2t7
CATHOOIC l'ROT£CTION PUNS FOfr. '-'fr!
CARLSBAD OAKS NORTH
llllJ/OS£ WATER LOOP
APPROVED ~
/.k,:'. .. -' d' ~ i: 'I ~• CONRAD C. HAMM.WI ~L5/.,"' CITY EN~ER -: PE 33069 EXPIRES 6-30-08 D. TE'
OWN BY: ' PROJECT NO. DRAWING NO. INITI.AL DATE INITIAL CHKD BY: STT ,
OlHER APPROVAL CITY APPROVAL RVWD BY: EAD ,,,. C. T. 97-13 415-9F ,
101708
_-.--..\
~~bib \
4" .---+-111
t I
'
No. 4 REBAR (ALL _'1,.
FOUR SIDES)
0.01 OHM SHUNT /,/'/
(TYP)
1-1/2" DIA. 18 GA.
BRASS ID TAG (TYP. ;
SEE NOTE 2 BELOW_ /
24" MIN. SLACK_/,.-
WIRE IN BOX (TYP C
r CONCRETE TEST BOX
/ SEE DETAIL EB
' CONCRETE PAD 24" SQ. x 4"
THICK IN UNPAVED AREA ONLY
--'-I--~---· BRASS SPLIT BOLT
CONNECTOR (TYP)
'>-NATIVE SOIL
/ /
ALL WIRES) / A2
/// A1
~>------2 No12 THWN
ANODE LEAD WIRES
2-No. 8 HMWPE _______.,/ CMW PIPE LEAD WIRES 1 6" W
114" CM L& T\/V
BRASS TAG
NOTES: EXAMPLE
1. SEE GENERAL CP NOTE No. 4 ON SHT 25.
2. ID TAGS SHALL IDENTIFY OWNER, PIPE SERVICE, SIZE AND MATERIAL.
WITH 1/4" CHARACTERS. SEE EXAMPLE STAMP.
3. BRASS TAGS NOT REQUIRED ON ANODE WIRES.
2 ,t; ANODE CTS WIRING DIAGRAM CD N.T.S.
,r-ANODE LEAD No. 12 AWG
/
WITH THWN INSULATION
(WHITE).
" '
'
'
'
' i /
' I :/ ' ' " , Ii
I 11
'11
': I " 'I l 'I!
' " ! 11 'U ~----
r-HEAT SHRINKABLE SLEEVE
//
t
/
·SILVER SOLDER OR
BRAZE CONNECTION
, SPECIAL BACKFILL
'
1 CLOTH BAG
I
F GALVANIZED STEEL CORE.
/ MAGNESIUM INGOT ( 48 LBS)
MAGNESIUM ANODE
HIGH POTENTIAL
Alloy Composition
Element Weight %
Al .01 Max
Mn 0.05 to 1.3
Zn 0.002 Max
Cu 0.02 Max
Ni 0.001 Max
Fe 0.03 Max
Si 0.05 Max
Other 0.05 each Max
and 0.3 Total Max
NOTE:
1. SEE SPECIFICATIONS SECTION
16640 FOR ANODE SOAKING
INSTALLATION REQUIREMENTS.
Mg Balance
SPECIAL BACKFILL COMPOSITION
75% GYPSUM
20% BENTONITE
5% SODIUM SULFATE
MAGNESIUM ANODE
NTS
" G -'f;,,U l LT
EB
,-CONCRETE TEST BOX
/ SEEEB
// r-CONCRETE PAD 24" SQ. X 4"
IN UNPAVED AREA ONLY
t
'
LNo. 4 REBAR
(ALL 4 SIDES)
--.....~ 24" MIN SLACK (TYP)
1-1/2" DIA. 18 GA.
BRASS TAG (TYP.)
SEE EXAMPLE AND
'"-NOTES BELOW
l--lc,.._ ___ _ ·"··--NATIVE SOIL
A A2 8 82
--~ No 6 HMWPE
(EAST END)
-----No 8 HMWPE
(NEW CML&TW PIPE,
WEST END)
CMW
1 6" W
114.. CM L& T\/V
NO.
BRASS TAG
NOTES: EXAMPLE
1. SEE GENERAL CP NOTE No. 4 ON SHT 25.
2. ID TAGS SHALL IDENTIFY PIPE OWNER, SERVICE, SIZE.
MATERIAL, AND COMPASS DIRECTION AT INSULATING FLANGE
WITH 1/4" CHARACTERS. SEE EXAMPLE STAMP.
4-WIRE INSULATING FLANGE CTS
NTS ED
STEP 1
<C!J>
CHIP OUT MORTAR,
FILE SURFACE TO
BRIGHT MET AL
AND CLEAN
STEP 2
STRIP INSULATION
FROM WIRE
STEP 3
~HANDLE
/.---GRAPHITE COVER
/~STARTING POWDER
r:'!'J--:,;,-/ _,--------METAL PO'NDER
f--'T'fS-··.,.-------------MET Al DISC ."-~
,, _ _...-------GRAPHITE MOLD
_.l_#==::::2::_ ·--CABLE
' HOLD WELDER FIRMLY
WlTH OPENING AWAY
FROM OPERA TOR,
WELD CAP
IGNITE STARTING POWDER
BITIJMINOUS COATING ,
UNDER/MORTAR PATCH \
STEP 4
REMOVE SLAG
FROM CONNECTION
AND TEST.
SEE NOTE 2
NOTES:
STEP 5 \ STEP 6
APPLY 2 COATS PRIMER
AND COVER CONNECTION
WITH PRE-FORMED WELD
CAP
COAT WITH A BITUMINOUS
COMPOUND AND FILL VOID
IN MORTAR Willi GROUT
SEE NOTE 3
1. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 3 INCHES
APART, MINIMUM.
2. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB
HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR
LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST
BE RE -GROUND AND CLEAN BEFORE RE -WELDING. ALL WELD SLAG
SHALL BE REMOVED FROM THE WELD.
3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED
WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN
OVERCOAT RECESSED STEEL SURFACE WITH BITUMINOUS COMPOUND UP TO THE
FOOT OF THE MORTAR. DO NOT COAT MORTAR WITH BITUMEN. FILL MORTAR
VOID WITH QUICKSET GROUT.
ALUMINO-THERMIC WELD
NTS CB
DESIGNED BY: STT DATE: MAY 2006
DRAWN BY: GPM SCALE: NTS
,--}~) CoNSULTAND, INC. PROJECT MGR.· EAD JOB NO.: 96-1005
8291 AffO Place EN~OF WORK: Suite 110
Son m~o. CA 92123
Proj: 063311 (858) 576-0226 __ ;. A A uu~ O...TE:.S:2'/~ vv
EUGENE A. OeCARLO CR: 1011
WAX TAPE
(SEE GEN CP
NOTE 6)----
CML&TW
PIPE
2-No 4 HMWPE (TYP)--'
NOTE:
D
GATE VALVE
I 6
~ ALUMINO-THERMIC
/ WELD SEEEB
I -
CML&TW
PIPE
1. WELDS CAN BE MADE TO PIPE CYLINDER OR OUTSIDE SURFACE OF FLANGE.
2" COPPER -----
NOTES:
IN-LINE VALVE BOND EB NTS
,,-2" BRONZE CORP STOP
,--t-2-1/2"X2" NYLON
INSULATING BUSHING
.,---,---2-1 /2" STL OUTLET
/ (WELD TO PIPE)
/_,,/
, / ~+--MORTAR COATING ~ ~:' TAPE WRAPPED PIPE
~--MORTAR LINING
----~CML&TW
___ .-----3-LAYER, 80 MIL TAPE
1. INSTALL 30 LB ZINC ANODE ON COPPER PIPE PER CMWD STANDARD
DWG. NO. W6 OR W7.
2. MAR DETAIL SHOWN. SIMILAR FOR 2" COPPER BLOW-OFF
CONNECTIONS.
DIELECTRIC ISOLATION AT 2" COPPER CONNECTION
NTS
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
F \2J{)(Pn;J\(JE,j~,11\-511-cp-2 dwc;] Muy 74, 7006 3:1'jpm
Xrefs
DATE INlllAL
OTHER APPROVAL
CAST IRON TRAFFIC
COVER MARKED "CP
TEST"
CONCRETE BODY RATED
FOR OCCASIONAL TRAFFIC
CHRISTY G5
COVER WEIGHT:
BODY WEIGHT:
NOTE:
10 LBS.
61 LBS.
1. ALL AT GRADE TEST STATIONS SHALL BE THE CIRCULAR,
CONCRETE AT-GRADE TYPE WITH A METAL LID.
DATE
A. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL.
B. A REINFORCED CONCRETE PAD (24" SQUARE
X 4" THICK) IS REQUIRl':D AROUND TEST
BOXES LOCATED IN UNPAVED AREAS.
CONCRETE TEST BOX
NTS CD
I 26T I CITY OF CARLSBAD SHEETS
2l7 ENGINEERING DEPARTMENT ------
CA'fHOOfC PHOTCCTION PUNS FOH: ~
CARLSBAD OAKS NORTH
IIElHOSE WA~ LOOP
APPROVED ~~
A t!,_.,_ ~ Id"'--... l -CONRAD C. HAMMANN f.l!Je.e.
CITY ENG~~ER ~E 33069 EXPIRES 6-30-08 DlTE
OWN BY: ' " PROJECT NO. DRAWING NO. INITIAL CHKD BY: STT ,
C1TY APPROVAL RVWD BY: EAQ•nA C. T. 97-13 415-9F ,
-----
101708
~
-~&\6~& \
IH : .,. . " . . ' ' ,. . . . I -------~--------------,-----------------------------.
! '
I
I'
%
N g
~ e;
(j
i
r-N
i
!
PROJECT SITE
(I•
OF C I rJI C.'B J\D r ,1,__., 0 J-\
LOCATION MAP
NOT TO SCALE
SCALE: 1" "' 2''
SHELF
ELEV 314.0
CONSTRUCT AS LARGE---' ..._..._..._ A RADIUS SWEEP AS
--.........._ ..._--... ..__ PRACTICAL TO C. HANNa
..._ --.........._ ..._--. ..._ FLOW INTO 8" OUTLET
............ _ ......................... ~'-~ .... ---.........._ .... -, ...... -.... ......
........ ~:::::o' ...... -·005(1 ..................
fl 312.35
.__ .__ ...,.., ........... ~ ...........
'-.. ............ ~ -...... .........
EXIST 12• PVC-.,,-
SDR-35 GRAVITY
SEWER PER Cl TY
Of' CARLSBAD DWG
NO. 415-9F INSTALL PVC PIPE COUPLING
OR FLEXIBLE COUPLING
WITHIN J FEET OF MANHOLE
EXTERIOR ,
INSTALL NEW SECTION OF
12" PVC SDR 35 SEWER
PIPE ;J!.c," LoNr. I
.........
1 z• BYPASS STOP_.,,-
GA TE PER DETAIL EB B fl 314.43
SHELF
ELEV 316.0
SHELF
ELEV 314.
DETAIL PLAN VIEW
SCALE: 1• a 2'
MANHOLE NOTES:
-_v1----------G-------
EXIST 6" RECYCLED WATER
PER Cl TY OF CARLSBAD
DWG NO 405-7
POINT NORTI-IING
@ 1,994,822.,§lQ
® 1,994,81 l1.3Bill
G--
EXIST 8" VCP GRAVITY SEWER PER
CITY OF CARLSBAD ENGINEERING
DEPAR1MENT, SHEET 24D, SEWER
BASE MAP 1997 SWADE
I
..,,---PROPOSED 6"
PVC SDR-35
GRAVITY SEWER
;i..'-j" Lowr. (trrr)
EXISTING
RAISED
MEDIAN
.,,---STANDARD FULL
OPEN/CLOSED B"
FIBERGLASS STOP GA 1E
SIDE CHANNEL
ELEV 314.90
TC 3l\3S
re 31.'f.,2..
~-INSTALL NEW SECTION
OF 12" PVC SOR 35
MANHOLE N0.1
PROPOSED 5' DIA. MH
PER CITY Of CARLSBAD
STD DWG S-1A
RIM ELEV 323.7
MATCH EXISTING GRADE
SEWER PIPE 1 l'•o" LON(r
SCALE: 1" "' 20' PLAN VIEW
SCALE: 1 • : 20'
GENERAL NOTES;
1.
2.
4.
5.
CONTRACTOR SHALL COORDINATE ALL WORK WITH TI-IE CITY OF CARLSBAD INSPECTION DEPAR1MENT,
CONTRACTOR SHALL OBTAIN THE NECESSARY PERMIT TO PERFORM THE WORK WITHIN THE RIGHT-Of'-WAY Of' TI-IE
CITY OF CARLSBAD,
CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW AND APPROVAL A TRAFFIC CONTROL PLAN FOR THE WORK.
TI-IE WORK SHALL BE PERFORMED DURING REGULAR DAY TIME WORK HOURS UNLESS PERMISSION IS GRANTED BY THE
CITY OF CARLSBAD INSPECTION DEPAR1MENT.
CONTRACTOR SHALL REPAIR IN KIND ALL SURFACE IMPROVEMENTS REMOVED OR DAMAGED DURING THE COURSE OF
TI-IE WORK, ALL SUCH WORK INCLUDING PAVEMENT RESTORATION, PAVEMENT STRIPING, CURB AND GUTTER, MEDIANS,
AND OTHER FLATWORK SHALL BE COMPLETED IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF CARLSBAD.
THE CCNTRACTOR IS ADVISED TO VIDEO TAPE THE EXISTING CONDITIONS OF THE WORK SITE PRIOR TO COMMENCING
WORK TO DOCUMENT EXISTING CONDITIONS. ANY SUCH VIDEO DATA SHALL BE PROVIDED TO THE CITY OF CARLSBAD
INSPECTION DEPAR1MENT AND BECOME A MATTER OF RECORD.
...
.,.,.---PROPOSED MH PER
CITY OF CARLSBAD
STD DWG S-1A . : ,----+-.-+-----FL 314.43
~--+--'-ct-----SIDE CHANNEL
• •
SHELF
ELEV 316.0
2l!: SHELF
SLOPE .,
,, • . .. t·
w .. • • • • • • • ,.
f> ' •• • • : • ~ ... • /: •• ' " . . .... ,: . . . ,. . . . . . . . . . .. , : . ·. . .. • •. . . ;. ►, . ,, •· ► . •' .. ' : . . . ... .,· ·A "' : . ► ,., ... ti,·· ~ .,. . .. •. • • • • -· • •• ll>• • ... • ♦ I> . • . ... : ► ,' • ; ►• • • ,. • • • • • V • . t, •
.. : .
ELEV 314.90
~----STANDARD FULL
OPEN/CLOSED
FIBERGLASS STOP GA TE
~--fl 314.32
• "' .. . . .· . . . . . . . ' .. . . ·. . .....• · ' "· . . .. ► ... , • . ' • . ·. "'. . . " .► . ~-. . . . : • .. . .--,.-.;::-----t-------+
II f>' . , • . t), •. , ' • ►. , . . • ... •. : { • ~ •·• •-· •.•. ~ . , . '.' .... •· ·. t-_. · .• i..•·
D" ..... "1, JI • • •►. ·•• • ••• V . ,. . ,. .. ~ .. . ►• ' . ~ . . . . . . . <I ,,. • •• : • "' ••
FLOW SPLITTING
MANHOLE SECTION
SCALE: 3/4" ~ 1'-0"
, .... '
CD
~-8" PVC SDR-35
GRAVITY SEWER
COORDINATE DATA
EASTING DESCRIPTION
8,~49,JG3.+6QQ CENTER OF MH ON 6-INCH SEWER
e,2-.s,36B.B1 B+ CENTER OF MH Ol'l 12-INCH SEWER
SURVEY NOTE;
SURVEY CONDUCTED ON FARADAY AVF.
BETWEEN El CAMINO REAL &: ORION STREET
BY ODAY CONSUL TING ON FEBRUARY 4, 200~
HOLD-OPEN PIN
GUIDES, TYP
REMOVABLE
FIBERGLASS
GA TE SECTION
GUIDE FRAME
._ DEPTH 1 1/2"
TOP OF----.....
, FIBERGLASS
GUIDE FRAME
TOP OF
CCNCRETE
SHELF
PERMANENT FIBERGLASS
GA TE SECTION. CUT
FIBERGLASS GA TE TO
MATCH BOTTOM OF
CHANNa
STOP GA TES AND FRAMES NOTES:
BOTTOM OF
CHANNEL
GA TE OPENINO IS VARIABLE
AND WILL BE FIELD SET BY
CITY PERSONNEL
STOP GATE DETAIL
NO SCALE
1. STOP CA TES SHALL BE F' ABRICA TED OF FIBERGLASS REINFORCED POL \'£STE~ (F'RP) TO
A MINIMUM THICKNESS OF 1 INCH. THE 12" GATE SHALL BE PROVIDED WITH TWO 316
STAINLESS STEa HANDLES MOUNTED ON THE TOP OF TI-IE GATE; THE s· GATE SHALL
BE PROVIDED WITH ONE 316 STAINLESS STEa HANDLE.
2. STOP GATE FRAMES (GUIDES) SHALL BE MANUfACTU,RED BY TI-IE PULTRUSION PROCESS
AND BE MADE OF FIBERGLASS REINfORCED POLYESTER. THE GUIDE FRAMES SHALL
HAVE A MINIMUM 1-1/6" M 1-1/2" DEEP SLOT.
3. THE FRP STOP GA TES SHALL NOT BE INSTALLED BUT SHALL BE FURNISHED TO THE
CITY.
4. THE BOTTOM SECTION OF THE 12• FRAME SHALL HAVE A PERMANENllY EMBEDDED
PORTION OF FIBERGLASS GATE THAT SHALL MATCH THE CHANNa BOTTOt,1 SHAPE AND
PROVIDE A SEA TING EDGE FOR THE REMOVABLE GA TE SECTION.
5. THE 12" STOP GA 1E AND FRAME SHALL HA VE HOLES DRILLED IN THE FRAME GUIDE
AND GA TE AT 1 /2" CENTERS TO ALLOW FOR VERTICAL ADJUS1MENT OF THE GA TE,
316 STAINLESS STEa HOLD-OPEN PINS SHALL ,BE PROVIDED TO LOCK THE GA TE IN A
PARTIALLY OPEN POSITION.
6. STOP GA TES ANO FRAME GUIDES SHALL BE FABRICA TEO BY PLASTI-f AB, TU ALA TIN,
OREGON, OR EQUAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE GATE$
AND FRAMES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
EB
-----: . ,.
• • , •. , .
-' . •
HORIZONTAL AND VERTICAL
FIBERGLASS GUIDE FRAME
ENGINEER OF' WORK
ANDREW M. OVEN
R.C.E. NO. 4101 ~ EXP. 3/31 /11 .
"AS BUILT''
/L,,_,_{),._
EXP. 1• 31• 11
•
DATE
DATE
\j;
J, 1. NEW MANHOLES SHALL BE PVC LINED PER STD DWG S-1A WITH EPOXY COATING SYSTEM FOR SHELVES AND CHANNELS,
,; EPOXY COATING SHALL BE RA VEN, OR EQUAi-,
INSTALL PVC PIPE COUPLING
'-OR FLEXIBLE COUPLING
WITI-IIN 3 FEET OF MANHOLE
EXTERIOR ~ CITY OF CARLSBAD I SHEETS I
1----;1---+---------------+---+----+---i---i ::~:::::7:::::'._:;:::::==::EN::G::IN::EE::R:::IN:::O'::::D:::E::::PA::R:::TM:::E::::N:::T ==:..==27=~
i----;i---+---------------+---+----+----l---i IMPROVEM£NT Pl.ANS FOR: ~ 2. CONSTRUCT MANHOLE NO, 1 BY REMOVING A SECTION OF EXISTING 12" PVC PIPE. i
0
"' 3. CONSTRUCT MANHOLE NO. 2 BY POURING NEW MANHOLE BASE AROUND THE EXISTING· VCP AND REMOVING PORTIONS OF
EXISTING PIPE AS NECESSARY TO CR.EA TE CHANNELS, i "' 4. THE EXISTING 8" VCP GRAVITY SEWER SERVES PROPERTIES ALONG FARADAY AVENUE AND ORION STREET, CONTRACTOR
~o SHALL COORDINATE ALL CONSTRUCTION AROUND THIS SEWER LINE WITH .THE CITY OF CARLSBAD A MINIMUM OF 4a HOURS ~ PRIOR TO BEGINNING WORK. . ..
~ 5. TI-IE EXISTING 12" PVC GRAVITY SEWER RECEIVES ONLY TI-IE DISCHARGES FROM THE a FUERTE SEWER LIFT STATION. ~ FLOW FROM THIS STATION CAN BE CONTROLLED AT TI-11$ TIME AS THE LIFT STATION IS NOT RECEIVING ANY SEWAGE..
DIAL
BEFORE
YOU 010'
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
FLOW SPLITTING MANHOLE
FARADAY AVENUE
?L-------,-------...... --,-----------,------------,-------------_:=============:....:_.::::::::::::::__:=============~======•:::::==========::::·:;:"==================================-J
---------------
, .. r·.,
102909
N~ ~ c1 ·I aA·
-I ~i
,I,