HomeMy WebLinkAboutDWG 412-8; PD 03-05; HIGHLAND DRIVE SEWER EXTENSION; 01-02GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT L[SSEN OR WAIVE ANY PORnON OF THE
CARLSBAD MUNICIPAL COO£, RESOLUnON OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. TH[ ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR ENGJNEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCnON, ALL PLAN REVISIONS SHALL
8£ PROMPTLY SUBMITT[O TO TH[ CITY [NGJN[[R FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL 8£ REQUIRED FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POL.ICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A ANO A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE
5. NO WORK SHALL 8[ COMMENCED UNnL ALL PERMITS HA V[ BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF TH[ PROPOSED
IMPROVEMENTS AR[ NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF TH[
IMPROVEMENT AGREEM[N T.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT TH£ WR/ TTEN APPROVAL
OF TH[ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIA T£ SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF TH[ CITY UPON BEING
SIGNED BY TH£ CITY ENGINEER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY TH£
CITY.
10. ACCESS FOR FIR[ AND OTHER EMERGENCY VEHICLES SHALL 8[ MAINTAINED TO
TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION
11. WHERE TRENCHES AR[ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL [NG/NEER OF THE STAT[ OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL B[ SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
TH£ CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRfCONSTRUCTION MEE7/IIG SHALL BE HELD Al THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL 8£ ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF TH£ WORK. TH£ CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK( 438-3634) AT LEAST FIVE(5) WORKING DA Y.S PRIOR
TO STARTING CONSTRUCTION, APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13, ALL INSPECTION REQUESTS OTHER THAN FOR PR[CONSTRUCTION ME£TING l\!LL BE
MAD£ BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(619) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2 00 P.M.
ON THE DAY BEFORE THE INSPECVON IS NEEDFD, INSPECTIONS WILL BE MADE
TH[ NEXT WORK DAY UNLESS YOU R[OUEST OTHERWISE. R£0U[ST5 MAD[ AFTER
2: 00 P.M ~LL BE SCHEDULED FOR TWO FULL WORK DA Y.S LATER.
14. THE OWNER AND/OR APPLICANT THROUGH TH[ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOL[L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEALTH STANDARD$, LAWS AND REGULATIONS,
15, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO TH[ CITY [NG/NEER AND/OR CONCERNED AGENCY SHOWING
TH[ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE
OF WORKER PROTECTION FROM TH[ HAZARD OF CAVING GROUND DURING TH£
[XCAVAnON OF SUCH TRENCH OR TRENCHES OR DURING TH[ PIPE INSTALLATION
THEREIN. THIS PLAN MUST B[ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MOR[ IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO £XCAVA TION. IF THE PLAN VAR/£$ FROM THE SHORING $'(STEM
STANDARDS ESTABI ISH[D BY THE CONSTRUCTION SAITTY ORDERS Till E B
CALIFORNIA AOMINISTRA TIV£ COO[, TH[ PLAN SHALL BE PREPARED BY A
REGISTERED [NGIN[[R AT TH[ CONTRACTORS EXPENSE. A COPY OF THE OSHA
[XCAVA TION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
[XCA VA TION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS Will CEASE IMMFDIA TEI Y'. AND TH£
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERA noNS WILL NOT RESTART
UNTIL TH[ PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO 50.
17. ALL OPERA TION5 CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: DO A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS JS AVAILABLE AT THE [NGIN[[RING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUT[$ SHALL 8[ SUBMITTED BY TH[ CONTRACTOR TO TH[
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA Y.S PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG TH[ HAUL ROUT[ OR ADJACENT STRITTS AS A R[SULT or THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMM[NC[D WITHOUT A CITY ENGINE[R APPROVED
BLASTING PROGRAM.
20. TH[ £XISTENC[ ANO LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE £Xl5T[NC[ OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA nON DIFFERENT
FROM THAT SHOWN ON TH£ PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE 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 SITE sumCl[NTL y
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF TH£ CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS AR[ IN CONFLICT WITH
TH[ PROPOSED WORK.
22. TH[ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (S[[ BELOW) £A/TR LEAST TWO FULL WORKING DAYS PRIOR TO STARnNG CONSTRUCllON NEAR TH
FACILITIES AND SHALL COORDfNA TE WORK WITH A COMPANY REPRESENT A TIV[.
UNDERGROUND SERVICE ALERT 1-800-422-4133 = (~~= PACIFIC BELL (760) 489-3441
DANIELS CABLEVISION (760} 438-5241
CITY OF CARLSBAD(STRE[TS AND STORM DRAIN) (760) 434-2980
CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760) 438-3367
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE
BEEN CONDUCTED BY A PROFESSIONAL [NGJN[[R OF TH£ STA TE OF CALIFORNIA,
PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, ON THE
PREPARED BASEMENT SOIL. TH£ "R" VALUE TESTS ANO THE STRUCTURAL SECTION
MUST 8[ SUBMITTED TO TH[ ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A
MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE TH[ WORK BEGINS.
2. STREET LIGHTS SHALL B[ INSTALLED AS SHOWN ON THESE PLANS,
UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL 8[ SHOWN
ON TH[ "AS-BUILT'' PLANS. NO DIRECT BURIAL STR[[T LIGHT FOUNDA TION5 SHALL
BE ALLOWfD. ALL LUMINARIES SHALL BE "CUT OFF" TYPE.
3, ALL UND[RGROUND UTILITIES AND LATERALS SHALL B£ INSTALLED PRIOR TO
CONSTRUCnON OF CURBS, CROSS GUTTERS OR SURFACING OF STRITTS.
4, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350 OR ASBESTOS CEMENT PIP[ WITH A MINIMUM 0-LOAD OF 2000.
FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED
DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4
TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SO/LO WALL PIPE.
5. 'Nf/[R[ AN EXISTING PIP[ UN[ 15 TO B£ ABANDONED IT SHALL 8£ REMOVED WITHIN
TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROP[RL Y
COMPACTED SOILS. IN OTHER AR[A5 THE PIP[ WILL B[ PLUGGED WITH CONCRETE OR
REMOV[D AS APPROVED BY THE CITY ENGINEER.
6. 'Nf/E[LCHAIR RAMPS SHALL 8[ INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE COD[,
7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF TH£ CITY OF CARLSBAD
LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN TH£ STREET WITHIN THE LIMITS OF
WORK OF THIS PLAN PER SDRS D WG Ml 9.
9. ALL SURV[Y MONUMENTS AND POINTS THAT ARE OISTURB[D BY THIS WORK SHALL BE
R[-[STABLISH[D, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LAND
SURVEYORS ACT.
..
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL 8[ CONSTRUCTED IN ACCORDANCE WITH
TH£ "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SY.STEM -DESIGN
CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND THE STANDARD
SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIF/CA TION5 FOR
PUBLIC WORKS CONSTRUCnON, LA TEST EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SY.STEM, A PERMIT
SHALL 8[ OBTAINED FROM TH[ DISTRICT. IT MUST B[ SIGNED AND APPROVED
BY TH[ DISTRICT'S [NGIN[[R AND SUPERINTENDENT.
4. BEFOR[ CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. TH[ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO TH[ BEGINNING OF CONSTRUCTION,
(TELEP HON[ NO. [760] 438-3891)
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE. ENGINEER OF WORK FOR THIS PROJECT. THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF TH[ BUSINESS ANO PROFESSIONS COO[, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS,
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS [NG/NEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN,
FIRM: ALPHA & OMEGA CONSUL TANT$
ADDRESS: _--11£.B~S,cH:!!AsS!..!T,,A_,c,,,o,,,U,,R:wT _____ _
CITY, ST.: _.-...,O.csC.,,_E°'"A"'N""'S"'ID-..E-'--"C~A~9~2~0~5u7 ____ _
TELEPHONE: __,(.,c7,,_60"')L.".96_,_6'--_,1..--.9"'69"--------
BY: ___ .....:..:FR_.cA_.cN.::.K-'-'-A'--T'-'Al'--Y_A_N _______ DA TE: __ JU_L_Y_17~,_0_3 __ _
(NAM£ OF ENGINITR)
R.C.[. N0.: _ _.:;;52=-0:..:5:..;1 _________ _
REGl5TRA TION EXP/RATION DA TE: _ ___.:,;12~/c.:3::.:1,_/.::.0c:.6 __
VICINITY
CITY or OCEANSIDE
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MAP
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\ . CITY or VISTA
PACIFIC
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CITY or ENCINITAS
SOURCE OF TOPOGRAPHY
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CITY OF
'>---\~ SAN MARCOS
A FIELD SURVEY WAS DONE BY REM LAND SURVEYING, INC.
IN FEBRUARY 4, 2003
PROJECT LOCATION
TH/5 PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER
156-190-67-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N __________ [ __________ _
BENCH MARK
TOP OF CONCRETE CURB E.C. AT N. W. CORNER OF HIGHLAND DRIVE AND
CARLSBAD VILLAGE DRIVE. STA. 0+53.99 -ELEV. 158.62 PER DRAWING
NO, 377-2
oFESS
AT
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0 Lt.. Z fM. ir:' NO. 52051 g
EXP. 12/31/06
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DA1E INl11AL
ENGINEER OF WORK REVISION DESCRIPTION
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL B[ PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIM[ OF CONSTRUCT/ON, AS DIRECTED
BY TH[ CJ TY ENGINEER.
1. CARLSBAD MUNICIPAL COD[
2. CITY OF CARLSBAD STANDARDS
3.
4.
5,
6.
7,
8.
9.
THIS S[T OF PLAN$
RESOLUTION NO. __ N~/_A __ _ DATED ________ _
THE STANDARD SPECIF/CA noNS FOR PUBLIC WORKS CONSTRUCTION (GRITN
BOOK).
SOILS REPORT ANO RECOMM[NOATIONS BY ____ N_/_A ___ _
_____ DATED __ --l>./...J.>----
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIE.D
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N/A
TH[ CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND 5P[CIFICA nONs
FOR WATER, SEWER AND RECLA/MEO WATER.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
SEWER MAIN CLEANOUT S6 -®c.o.
PIPE BEDDING & TRENCH BACKFILL S5 -5-
1 EA
54 LF
25 LF 8" PVC SEWER MAIN
SEWER LATERAL
NEW 6" AC BERM
TRENCH RESURFACING
SOR 35
S7
SDRSD G-5
G 24A
-,-
29 LF
15 LF
-,1 180 SF
_ ,. C, :c. ___ -,_ __
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. 377-2
BUENA VISTA
VICINITY MAP
NOT TO SCALE
THOMAS GUIDE PAGE 1106-GRID F-4
UTILITY DISTRICT APPROVAL(S) . -" AS BUil T"
CARLSBAD MUNICIPAL WATER DISTRICT P.E. EXP. DATE
~~---~...--:..;;it ,~ Lol,k'J REVIEWED BY:
WILLIAM E. IJMMER r DATE I
DISTRICT ENGINEER R.C.E. 28176 INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
HIGHLAND DRIVE
SEWER EXTENSION
APPROVED a, LLOYD B, HUBBS ~-. -.
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CITY ENGINf'f'R PE 1Yl889 EXPIRES 12/31 /05 DA1E
DWN BY: > •
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PROJECT NO. I DRAWING NO, DA1E lNl"TIAL DATE INIT1AL CHKD BY: :£=
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INSPECTOR DATE
I S~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
HIGHLAND DRIVE
SEWER EXTENSION
APPROVED ~r LLOYD B. HUBBS
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