HomeMy WebLinkAboutDWG 405-6B; CT 01-03; CALAVERA HILLS VILLAGE E-1; 01-03GENERAL NOTES
I . TH IS PLAN SUPERCEOES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CI TY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF TH IS PLAN OOES NOT LESSEN OR WA I VE ANY PORT I ON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE 15 DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND
OMISSIONS DISCOVfRED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBM/TTfD TO THE CITY ENG/NfER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY fNG/NfER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PfRMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON TH£ PERMITTEE'S POLICY IN TH£ MINIMUM AMOUNT
OF $/,DDD,000.00 FOR fACH OCCURRANCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA,VE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KfY RATING GUIDE.
5. NO WORK SHALL BE CDIIMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CI TY AND OTHER APPROPRIATE AGENCIES.
6. REV I 51 ON OF THESE PLANS MAY BE REOU I RED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TD THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
7. ND REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTfN APPROVAL
OF TH£ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPIIDP/1/ATE SHEfT OF TH£ PLANS AND TITLE SHEET.
8. 011/GINAL DRAWINGS SHALL BECOME THE PIIDPf/lTY or THE CITY UPON BEING
SIGNED BY THE CITY [NG/Nff/1.
9. Tr/E ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PR/011 TO FINAL ACCEPTANCE OF TH£ WORK BY THE
Cl TY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMP/I/SEO OF,
(Ai SUIIMARY SHEET, (BJ LABORATORY WORK SHEfTS AND (CJ COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER or THE STATE or
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS or COMPLETION OF FIELD TESTS. THE WRITTEN Fl[LO COMPACTION REPORT/SJ SHALL BE /M',1£D/ATELY SUBMITTED TO
TH[ CITY [NG/NEERING INSPECTOR UPON COMPLETION OF THE FIELD T[STS.
12. A PRECQNSTRUCTIQN MEETING SHALi BE HELD AT THE SITE PRIOR TO THf
OEG/NNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL
.Q;HER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK(760-602-2740J AT LEAST FIVE/51 WORKING DAYS
PR/011 TO STA/IT/NG CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONST/IUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760} 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M.
ON TH£ DAY BEFORE THE INSPECTION IS 1/EfDED INSPECTIONS WILL BE MADE THE /IEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFT[R
2,00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOIi CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY fNGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTH[R PIIDV/S/ONS TO BE MADE
OF YIQRKER PROTECTION FROM THE HAZARD or CAVING GROUND DURING THE
EXCAVATION OF SUCH TR[NCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUsr BE PREPARED FOIi ALL TRENCHES FIVE FEET /5" J OR
MORE IN DEPTH AND APPIIDVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTfM
STANDARDS EST~BJ,._ISHED BY THE CONSTRUCTION SA[[TY ORDERS TITLE B CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY AN
ENGINEER AT Tl1£ CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF AN" ARr.HAEOLQGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING fONSTRUCT/011, OPERATIONS WII I CEASE IM\IEQIATELY, AND THE
PERMITTF£ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENG 11/EER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7,00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FR I DAY AND ND EARTHMOVING OR GRAD I NG
OPFRATIONS SHALL BE CONDUCTED ON WEEKENDS OIi HOLIDAYS. {A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.}
IB. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
Cl TY ENG/NfE/1 FOR APPROVAL Wl FULL WORKING QAYS PR/QR TO BEGINNING Of
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE QR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
19. NO BLASTING SHALL BE CO/,MENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WE'RE OBTAINED BY A SEARCH OF THE AVAILABLE
RfCO/ID.',. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OIi STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS /IEQU/REO TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT TH[ UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND} WITHIN THE PROJECT SIT[ SUFFIC/fNTLY
AHEAD OF THE CONSTRUCT/ON TO PERMIT TH£ REVISIONS OF THE CONSTRUCTION
PLANS IF IT 15 FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED l!()RK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SfE BELOW} AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION N[AR THEIR
FACILITIES AND SHALL COORDINATf WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGBE
PACIFIC BELL
ADELPHIA CABLE COM.IUNICATIONS
CITY OF CARLSBAD(STREETS AND STORM 0/IAINI
*CARLSBAD MUNICIPAL WATER DISTRICT(WATER,SEWER,RWJ
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA COUNTY WATER DISTRICT
*VALLECITDS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
*BUENA SANITATION DISTRICT
• AS APPROPRIATE
(800}422-4133
(800}660-7343
1800}892-0123
I 760/438-7741 (760}434-2980
(760}438-2722
( 760}633-2650
I 760 J 753-0 I 55 (760}744-0460
I 760 J 753-6466 /619}726-1340
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER •R• VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TH[ STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO /2}
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON TH[Sf PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL Bf INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD or 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LDAD OF
2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 314" ROCK
PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE.
5. WHE/1[ AN EX I ST I NG PI PE LI NE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STIIE[T AREAS AND REPLACED WITH
PROPfRLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. ~EELCHAIR RAMPS SHALL BE INSTALLED PER REOUIREMENTS or TITLE 24, CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PEIi SECTION IV D.3 OF TH[ CITY OF CARLSBAD LANDSCAPE MANUAL.
8. Fl/If HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9.
9. ALL SURVEY MONUMENTS AND PO I NTS THAT A/If DISTURBED BY TH IS WORK SHALL BE RE-ESTABL/Sr/ED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO /2) SETS OF SURVEY (CUTI SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
CARLSBAD MUNICIPAL WATER DISTRICT
1. WATER MAIN AND APPURTENANCES SHAU BE CONSTRUCTED IN ACCOROANCE
WITH THE "CARLSBAD RULES AND REGULAnONS FOR THE CONSTRUCnON OF
POTABLE WATER MAINS -CARLSBAD MUNICIPAL WA m? DISTRICT, • OCTOBER 1993 OR AS AMENDED.
2. THE CONTRACTOR SHALL Of!TAIN AN EXCAVAnON PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/FICA noN BEFORE
ANY EXCAVAnON AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCnON SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL~ ON EX/5nNG C.M.W.D. LINES, A PERMIT SHALL BE Of!TAINED FROM THE C.M.W.O. omcE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT.
4. A PRE:CONSTRUCOON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF
SEVEN (7) DA l'S BEFORE: CONSTRUcnoN BEGINS. CONTACT CITY OF CARLS BAO
ENGINEERING DEPARTME/vT ({760} 438-3891} FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING
DEPARTMENT "8 HOURS PRIOR ro STARnNG WORK so THAT INSPECnON MAY
BE PROVIDED -TELEPHONE NO. (76D) 438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWEl) IN THE WA:IER LINE
EASEMENT. ALL EXISnNG TREES ANO STRUCTURE SHALL BE REMOVED PRIOR
TO COMMENCEMENT Of WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECnON. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PIIOTECnON CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEE:/1 WILL CONSIDER AN ALTERNAnVE FORM OF PROTECnON.
8. THE EXACT HORIZONTAL AND VERnCAL AL/GNME/vT AND TYPE OF MA TER/ALS
OF THE FIRE LINE LOCA T£D BETWEEN THE DIRECTOR CHECK VAL VE AND
BUILDING SHAU BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL RE:CLAIMED ll'Am? MAINS AND APPURTENANCES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS
FOR THE CONSTRUCnON OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL
WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED.
AND DEMONSTRATES THAT PROTECnON CAN 8£ PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDE:R AN ALTERNATIVE FORM OF PROTECTION.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER or WORK FDR THIS PIIDJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CUIIR[NT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RfSPONSIBIL/T/ES FOR PROJECT DESIGN.
FIRM, ffl/NSAKfR II ASSOCIATES
ADDRESS, 10179 HUENNfKl;NS AVE
CITY, ST., SAN Q/EGQ CA
:~~£7N~~2:t;;J.:'± ~ RAYMOND L. MARTIN
DATE, ---'7./-/~,;/4_,,o_,_f' ___ _ j
P.f. NO., RCE 48670
EXP I RAT I ON DATE: _,6u;(.,.3..,Qfu.Dc,4c.--______ _
SOURCE OF TOPOGRAPHY
THE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY IN JANUARY, 1999 BY SAN-LO AERIAL SURVEYS.
THE TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 262-9
CITY OF CARLSBAD DRAWINGS 219-9
CITY OF CARLSBAD DRAWINGS 303-2
BASIS OF BEARINGS
TH[ BASIS OF BEARINGS FOR THIS SURVEY IS THE
WESTERLY LINE OF GLASGOW DRIVE AS DEPICTED ON
PARCEL MAP NO. 16233. /.o. N 18'36'34" W
ENGINEER'S NOTES ENGINEER'S NOTES (CONT,)
I .
2.
3.
4.
6.
7.
8.
NE/THEIi THE OWNER, NOR THE ENG/NEE/I OF WORK WILL ENFORCE 9.
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TD ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
THE CONTRACTOR SHALL NOT/ FY THE SURVEYORS 48 HOURS PR I OR TO
BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK
WI TH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS
A/IE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES
AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL
ITEMS IIEQU/IIED BY THE APPROVING AUTHORITY. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, RfAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER.
THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UTILITIES, AND STORM DRAINS A/IE BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERf IS ANY QUESTION REGARDING Tr/ESE PLANS OR FIELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE ENGINEER OF WORK AT (858}558-4500. THE CONmACTOR
SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND
ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT
RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS,
HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.} UNTIL
SUCH TIM[ THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER.
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE AR£ NO OTHER EXISTING
UT/LIT/ES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND
UT/LI TIES AFFECTING THE WORK, WHETHER SHOWN ON TH[ PLANS OR NOT.
SPECIFIC ATTENTION SHALL BE MADE IN AREAS 'M!ERE THE PROPOSED
IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE [NG/NEER
OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN.
CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TD PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN
HEREON AS WELL AS EXISTING UTILITIES NOT SHCYMI HEREON. CONTRACTOR
SHALL REPAIR OR REPLACf ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE
DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
WHER[ TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED
SOILS ENGINEER SHALL BE RETAINED BY TH[ <JWNE/1 TO COMPLETE NECESSARY
TfSTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRfCTED
IN THE PRELIMINARY SOILS REPORT.
10.
II.
THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A
SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE
ENGINEER OF V.0/IK, SOILS ENGINEER ANO THE CITY INSPECTOR. THE GENfRAL
CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL
BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE
UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
STATIONING OF DRIVEWAYS, LATERALS ANO PROPERTY LINES ON CUL DE
SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS
ARE AT THE CURB.
12. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION
IS /IEOUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
13. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED
INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
IN THE /If PORT.
14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES
IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD.
15. CONmACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR
TO ENERGIZING THE SYSTEM.
16. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCULATED HGL CAN BE FOUND IN THE APPROVfD STORM DRAINAGE REPORT
ON FILE AT THE OFFICE OF THE CITY [NG/NEER. ENGINEER IS NOT
RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYSTEM, REQUIRE APPIIDVAL or A REGISTERED ENGINEER RESPONSIBLE FOR
THE REVISIONS.
17. ALL SEWER LINE BEDDING SHALL BE 314" BACKFILL PER SDRSD S-4,
TYPE C. PVC SEWER PIPE SHALL MEET ASTM STD. 3034 FOR SOR 35 SOLID WALL PIPE.
STORM DRAIN NOTES
I • STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT DR ABOVE THE
PIPE SOFFIT SHALL BE N.IERON REINFORCE CONCRETE PIPE WITH REINFORCED
THERMOSETTING RESIN (RTRJ COUPLING OR EOUAL FOR THE ENTIRE REACH .
COUPLING SHALL MEET THE RfQU/IIEMENTS OF ASTM C76, C36I, AND C443.
THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REOUIRED BY THE
APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD 2·
CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY
ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEfT PER SECOND
SHALL HAVE A MIN/MUI,/ COVER OF 1-112 INCH OVER THE INVERT REINFORCING STEEL.
THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE le• 5,000 PSI.
FOR VELOC/r/ES EXCEEDING 30 FEET PER SECOND, USE fc • 6,000 PSI.
PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, ~ICHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK
IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR.
OWNERS / PERM:ITIEES
CALAVERA HILLS I I, LLC
2727 HOOVER AVENUE
NATIONAi. CITY, CA 91950
(6191 336-3673
J,Er.AL DESCRIPTION
BEING A SUBDIVISION OF ALL or PARCEL MAP NO. 16233,
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO
STATE OF CALIFORNIA, FILED IN TH[ OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 21, /990.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SI POR or /6B-041-0B
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 336-1671
SHEET INDEX
NOTES 8 DETAILS
KEY MAP
IMPROVEMENTS
SH££T I
SHEET 2
SHEET 3
VICINITY MAP
N. T.S.
BENCH MARK DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DA TA) .
PROJECT
ITE
LEGEND OF ABBREVIATIONS ELEVATION: 68.479 DATUM: NGVD OF 1929
TC TOP OF CURB
GB GRADE BREAK
BVC BEGIN VERTICAL CURVE
EVC END VERTICAL CURVE
VP/ POINT OF INTERSECTION
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
BW BOTTOM OF WALL
N. T.S. NOT TO SCALE ere CEMENT TREATED BAS£
RP RADIUS POINT
CARLSBAD MUNICIPAL EOP EDGE OF PAVEMENT
CDS CUL-DE-SAC
WATER DISTRICT RCP REINFORCED CONCRETE PIPE
SD STORM DRAIN
LP LOW POINT
FL FLOW LINE
ST. STREET
RT RIGHT
PRC POINT OF REVERSE CURVE
KNU KNUCKLE:
,,\\Ul ' .. ,;, •; :,-,' ,~ ( -·-~ •_./,,
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEE:R.
1. CARLSBAD MUNICIPAL CODE.
2. CfTY OF CARLSBAD STANDARDS.
J. THIS sa OF Pl.ANS.
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCT/ON (GREEN BOOK).
5. SOILS REPORT AND RECOMMENDATIONS BY GEO SOILS DATED 08/28/00
6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIE:D BY THE CfTY OF CARLSBAD STANDARDS.
7. FINAL PROGRAM EIR 98-02
8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPE:CIFICATIONS
FOR CONSTRUCTION OF WATER AND SEWER SYSTEMS.
9. CITY OF CARLSBAD RESOLUTION NO. 5257 DATED AUGUST 7, 2002
LEGEND
STD. DWG. .snmQ1 DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY/LOT LINE
ROAD CENTERLINE
EASEMENT LINE
--------
A.C. PAVING/BASE -(4" AC/4" AB MIN.)
A.C. OVERLAY -(1-1/2" MIN)
TRENCH RESURFACING
6" CURB & GUTTER {TYPE G)
6" A.C. BERM (TYPE: A)
PEDESTRIAN RAMP TYPE ',I"
CONCRE:TE SIDEWALK
SDRSD G-2A {TYPE A)
G-2
G-5
G-27
G-7, G-9, G-10
-1.C.--
177/////////)
KXMX:><;;x;;x;;)<;;x;;,<21
STREET LIGHT 9,500 LUM (HPSV) PRIVATE £-1•, E-2, M-21
STREET SIGN, (TYPE PER PLAN) SDM-102
PER CAL TRANS TRAFFIC MANUAL
DOUBLE STREET NAME SIGN
PER CAL TRANS TRAFFIC MANUAL
12" WHITE LIMIT LIN£. "sTOP" PAVEMENT LEGEND
PER CAL TRANS TRAFFIC MANUAL (THERMOPLASTIC)
STREET CENTERLINE: MONUMENT
EXISTING STORM DRAIN
STORM DRAIN
CLEANOUT TYPE "A-4~ "A-5~ "B-5"
EXISTING SEWER
EXISnNG WATER LIN£
WATER MAIN
GATE VALVE
END CAP ASSEMBLY
M-10
D-9, D-10
CMWD W-16
•AS MODJAED BY TH£ CfTY OF CARLSBAD STANDARDS
CARLSBAD ARE DEPARTMENT
-t-
·-W"'·~
-w--
----➔
ENGINEER OF W0RI(
~. ~/J,(j ,I;:.
MONO L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/04
"AS BUILT"
QUANTITY
4145 SF
10525 SF
214 LF
456 LF
129 LF
2280 SF
40J LF
1 EA
40 LF
6 EA
2 EA
7 /9/0.3
DATE
R~:;~~~ R£QU/RE/.IENTS:
NUMfJfR OF F.H. '5_()_ r.now_ G.P.11. OUT 0£._ F.H. 's
LT LEFT
7W TOP OF WALL
PCR POINT OF CURB RETURN
~t>,OfESS/~ lJlf)(;. SPRINK/ED? )B_NQ._J_f.fl.OW __ G.P.11. ,cl-E'JIEWED, BY:
{.,),...,... __ ,_l ~."-.-::<-:
&<'••r~~ ?/.:ir/c-, Q' ,,,,, Y" L_ ~ (',nffu-,,.., 'f>µd_ q I :;i.'-{ It) "' / /RR, ,v\(!,0 .. D, ✓ e,.~· -~'--\;\ '•!,%. g i ,,/4/of" C::{ ~ ··1-"1,.;, ROBERT. WOJCi l?.C.£. JJ698 TE
[~ NO. C4;;7G . '.,1 ., ~ -
MVC MODIFIED VERTICAL CURVE -'Z ,. DEPUTY CITY ENGINEER EXP. 8/30/06 ~ NO. 48670 {:J EKp t..l, .,J-Uf,
o'):; CN'\ ,;y•
";; EXP. 6/30/04 ;:'
t ~o ~!, .. ,Ji~..... .,_'ff'. • .Ii.··(;,· ,_, 0 '/~ .,,.-
-,}-0,, CAC l~(!l'j: ,~ ··f,,,,l· / ,. .
IMPORTANT NOTICE
HUNSAKER
& AS SOCIA TES
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER BE
ISSUED BE:FORE A PERMIT TO EXCAVATE WILL BE
SAN DIEGO, l"IC VALID. FOR YOUR DIGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT: PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)SS8·4500 · FX(858)5Sll-1414
TOLL FR££ 1-800-422-4133 '0/il,,/b-#-R.Lk\ 'I\ AS-Sll/L r
DATE INITIAL
7WO WORKING DAYS BEFORE: YOU DIG REVISION DESCRIPTION ENGINEER OF WORI
FIRE MARSHAL
DATE INITIAL
OTHER APPROVAL
• 1111 rr / _,,, INSPECTbR DATE
DATE INITIAL
CITY APPROVAL
I SHlEET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT AND UTILITY Pl.ANS FOR:
GLASGOW DRIVE
APPROVED LLOYD HUBBS ,!J .(
~ ~-_1/P, . ,,., qf,"/~3
CITY ENGINEcW" RCE 2~89 EXP.12131105 , OATE
DWN BY:
CHKO BY: 11 !,j'
R\IWD BY: '7
PROJECT NO.
CTOl-03
DRAWING NO.
405-6B
W.O. No. 1941-42
BIN :
101603
C
"' :e • G) " -.... 0 -~ 0 .a::. <O "' Q .... 0 -w <O 01 "' Q -I
°" c,, w E Ol 0
C
~
E:XISTING CURB,
AND SIDEWALK
4.5'
5'
2'
20·
SE:E: DE:TAIL ON THIS
SHEET FOR GRIND
AND OVERLAY DE:TAILS
80' RW
12'
E:XISTING
ROAD
0 2.5,C
ASPHALT
OVERLAY
o·
VARIE:S
8 MAX 1' MIN
I\U.IT LINE
5.5'
6"
GLASGOW ROAD (TYPICAL OVERLAY DETAIL)
SCALE 1: 10
TYPE: G C&:G
LEGEND
EXISTING PAVING
NEW PAVING
EXISTING SUBGRAD£
NEW SUBGRADE
HUNSAKER
& ASSOCIATES
SAN DIEGO, IMC
PLANNING 10179 Huenn~ens Strel!t
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858)558-1414
I \ \ '\I
VZZZJ
1.,-It/IN.
---~ll't:UT-LINE:
NOTE: SUBGRADc MUST MffT REQUIRED SPE:CIFICA TIONS
OR CONTRACTOR WILL BE: REQUIRE:D ro So\WCUT BACK
ro COMPETENT SUBGRADE AND REPLACE WITH FULL
DEPTH SECTION.
NOTE: A TACK COAT SHALL BE APPLIED ro ALL EXISTING
A.C. PAVEMENT PRIOR TO PLACING NEW AC. PAVEMENT.
-------------------
GR/NO EXISTING PAVEMENT ANO fTATHE:R 01,f"RtAY FOR
SMOOTH TRANSITION
DETAIL: GRIND AND OVERLAY DETAIL
NO SCALE
SIGNING AND STRIPING NOTES
1. THE: CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEME:NT MARKINGS SHALL CONFORM ro THE: LATEST
CALTRANS TRAfflC MANUAL, CALTRANS STANDARD SPE:CIRCATIONS (JULY 1999 OR LATEST
VERSION THEREOF), THESE PLANS AND THE SPE:CIAL PROVISIONS .
.J. ALL SIGNING AND STRIPING IS SUBJECT ro THE APPROVAL OF THE PUBLIC WORKS
DIRECroR OR HIS REPRESENTATIVE, PRIOR ro INSTALLATION.
4. ANY DE:VIA TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE: APPROVED BY
THE ENGINE:E:R OF WORK AND PUBLIC WORKS DIRECTOR PRIOR ro ANY CHANGE: IN THE RELD.
5. ALL SIGNING AND STRIPING SHALL BE RER.E:CTIVE: PER CAI.TRANS SPECIRCATIONS.
STRIPING SHAU BE REPAINTED TWO WE:£1<.S AFTE:R INITIAL PAINTING. SIGNING SHAU
LISE ENCAPSULATED LENS RffiECTIVE SHEETING (HIGH INTENSITY OR EQUAL.)
6. PRIOR ro RNAL ACCEPTANCE OF STREE:T IMPROVEMENTS, ALL STREET STRIPING AND
MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESroRED
ro A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY
INSPEC7VR.
7. EXACT LOCATION OF STRIPING AND srop L/MfT LINES, SHAU BE APPROVED BY THE
PUBLIC WORKS DIREC7VR OR HIS REPRESENTATIVE: PRIOR TO INSTALLATION.
8. CONTRAC7VR SHALL REMOVE AU CONR.ICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DE8RIS SHALL BE PROMPn Y REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE: LATEST VERSION DF THE CALTRANS METRIC
STENCILS.
1D. LIMIT LINES AND CROSSWALKS SHALL BE: FIELD LOCA7FD. CROSSWALKS SHAU HA\,f"
10' INSIDE 0/ME:NSION UNLESS OTHERWISE SPE:CIRE:D.
11. ALL CROSSWALKS, LIMIT LINES, srop BARS, PAVEME:NT ARROWS AND PAVEME:NT
LEGE:NDS SHALJ. BE THE:Rl,/DPLASTIC UNLESS OTHE:RWISE SPECIFIED.
12. RRE HYDRANT PAVEME:NT MARKERS SHAU CONFORM TO THE LATEST CALTRANS TRAfflC
MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
7 .J. ALL ME:DIAN NOSES AND FLARES SHAU BE PAINTED )'E"LLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAfflC MANUAL
UNLESS OTHERWISE SPECIRE:D.
15. SIGN POSTS SHALL BE SQLIARE: PE:RFDRATED STEEL TUBING WITH BREJIKAWAY BASE: PE:R
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHE:N A SIGN IS ATTACHED ro A POLE. IT SHALL BE: MOUNTED USING A STANDARD
CITY MOUNTING BRACKET WITH STRAPS.
7 7. E:XIST/NG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE:
CONTRACTOR ro THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE: NEW SIGNS PROVIDED AND INSTAUED
BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIRCALLY SHOWN AS EXISTING TO
RELOCATED OR TO REMAIN.
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
RECORDED:
ELEVATION:
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
68.479 DATUM: NGVD OF 1929
-ART. N
WAY KEY MAP
LEGEND
EX. WATcR LINE: - - -
RIGHT OF WAY
SHEET NO,
STREIT LIGHT
60 0 12;..:0 ___ ___:.:180
SCALE 1'= 60'
240
ENGINEER OF WuRK
~z.c t.«>NDL. MARTIN DATE
R.C.E. NO. 48670 EXP. &/30,_/;;.04.;._ ____ ...j
"AS BUILT"
~..I~~
:;8',70 _ EXP. (,, /Jt,/()1,,
,,Lrlo-1
DATE
1-----1-----+------------+------+--+---+-----i I SH2EET I CITY OF CARLSBAD I SH~TS I
====-====E=N::::G:::IN::::E=:E:::Rl:::N:::G:::D::'E::P'::'AR:::T:::M=:E:::NT:::===-::.---===~
IMPROVEMENT AND UTIU1Y PLANS FOR:
GLASGOW DRIVE
APPROVED LLOYD HUBBS (ly
ddf•'fit(·~~ CITY ENGINE RCE J889 EXP. 72 31 05
l--,--..,-+-=,---,,,+-~~---=-----------!---+--+---+----1 =---=----=--=-=--=-=--=----=--=~~__=:-~=======::':::::: ~-=-=-=--=----=--=~~ W.lo/b4 RLA1 I A-S·8U/L7" OWN BY,~~~-PROJECT NO. I DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY, P,:J: Cf 01-03 405-6B
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY,
V✓.O. No. 1941-42
Bi"i :
101603
C
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39+oo 4n+oo,---..
---------
'
-------
__ --~"'1-1-nn
40 0 40 80 120 ~~~I I I
SCALE 1 "= 40 •
----=-~ ___ CENTERLINE DATA
Q BEARING/DELTA .RAO/US REMARKS ltNGTH
N 18'35'34" W 599.45'
WATER DATA t-.,,c-,----.----.---=--=-..--~-------~---------( , BEARING/DELTA RADIUS LENGTH RFMARKS
1 N 71'23'25" E 20.00' 8" PVC-CL 150 ~-=---+-----+--==-.-+-=-,,->_..._...-=-=----1 2 N 71'23'26" E 5.82' 8" PVC -CL150
3 4'03'54" 200.00' 14.19' 8" PVC -CL15()
-
CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
N 18'36'34" W 158.91' 6" TYPE G C&G
N 18'36'34 • W 64,00' 6" A.C. BERM 1----+----~~---+-----+-
J N 18'36'34 • W 156,93' 6" TYPE G C&G 1--+-~~'--c.-~=-'---+-----+---~-+--c-4 N 18'36'34" W 64.65' 6" A.C. BERM
2
5 N 18'36'34" W . 139.43' 6" TYPE G C&G 1--~-:__cc _ _J_ ____ _J__===---_j__=---=-=--=--==---_J
STORM DRAIN DATA --------~
C) BEARING/DELTA RADIUS UNGfH REMARKS
1 14'30'49" 630,00' 159.58' 24" RCP 1350-0 -~--+----'==-1--___._==,----j--=-~=___._=-=--'--t 2 N 18'36'34" W 51.20' 24" RCP 1350-0 -~--+---3 N 18'35'34" W 163.42' 24" RCP 1350-0
t--4-+-7-0-.3~17'4~4.-c.----+---2.,.2~.5~0~,--+--2~Z~.7~0~,-+-2~4cc.-...RCP 1350-D•
•us£ 4' LENGTHS, BEVELLED BOTH ENDS
8
.
2L>
2.0'
-
NOTE: ACP PIPE IS TO BE REMOVcD TO THE NEAREST COUPLING.
INSTALL ACPxPVC ADAPTERS AND USE PVC PIPE AS REQUIRED
TO INSTALL ALL NECESSARY FITTING.
---1---------
42+00
GLASGOW
--:-:---:-::-:-:-_t_-~1-------~---
43+00 44+00
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION:
RECORDED:
CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STATION 454+92
PER R.S. 1800-1
COUNTY BENCH LEVELS {NO,
COUNTY VcRT. CONTROL DATA)
-------··----, I. ---:i--... I
->-----------L -------------- - - --· -
45+00 46+00
PLANNING
ENGINEERING
Su«VEYING
, HUNSAKER
I & ASSOCIATES
S.-.N DIECO, INC.
10179 Huenneken! 'trett
SUl Diego, Ca 9": 121
l'H(858)S58-'000· FX(IIS8)555,1414
STRIPING & SIGNING LEGEND
f EXISnNG STREET SIGN
_REMOVE EX!S71"'" S,]Ji#PINI.:.._ BY "'"ND/NG
' STRIPING 7YPE PER CAL TRANS STANDARD
NUMBER REFERS TO DETAIL :z:L.
~\C-,µJ"" l~~lloµb ~ c:,e,-AI'-.,,.,_, 7l--\l't) ~,eel
-
ENGINEER OF WOR" -
. ~/} -J-
ND L: MARTIN DATE
NO. 48670 EXP. 6/30/04
n/z/o4
DATE
r>/2'!-'-/S'£02JZ/o-"-3+-'-"'RL=M'-'--1'""1 \,_,_..'C_"',...· ._._· ,::_,__"''_I-.IG._a-v-_'-'_"-_~----+---+--+J-,,----t-_.,.t'??----i I SH3EET I CI TY Q F CAR LS BAD I SHE3ETS I ~I/U,-,~ JeLN/ ~\ AS-BUit. 7"
~===-====::::E:::N:::G=IN:::E::::ER:::l=NG'.:::::D:::E=PA=R=T:::M::::EN:::T==='--'===~
IMPROVEMENT AND UTILITY PLANS FOR:
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GLASGOW DRIVE
APPROVED LLOYD HUBBS (J'f ,,,.,,,, ..... t,,,t,.,;, ... u/n-:,
Cl1Y ENGIN~ RCE ~3889 EXP, 12/J1/0~5~ ___ D_AT~E~
OWN BY: ---..-:-:.;.-_
CHKD BY: l,.L-..:
RVWO BY, Y/
PROJECT NO.
CT 01-03
DRAWING NO.
405-6B
~
-0
3 &
0,
0 -"' 0,
0 -°' " E
0 C
-'!
l_ ____________________________________________________________________________________ ---:'.'.":::-:".'"--:-:-:-:--:-:--'C
W,O, No. 1941-42
RIii ;
ELEVATION: 68.479 DATUM: NGVD OF 1929
101603
012004
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