HomeMy WebLinkAboutDWG 452-4; PDP 05-01; LEUCADIA WASTEWATER DISTRICT; 01-03' ,Y
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GENERAL NOTES
1, THIS PLAN SUPERSEDES AU. OTHER PLANS PRE'IIOUSLY APPROI/EIJ BY THE <:ITV
' OF CARLSBAD REGARDING GRADING SHO\\tl ON THIS SET OF PLANS.
2. APPROVAL OF THIS PlAN DOES NOT LESSEN OR WAIVE ANY PORTION Of THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY ~i~~~:~~ ~1s0~ftJEtt.I1\\lrtN&~~~~~~E~~~1~&~~,;& irJ:u.MAY
RE'IISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL Of PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-Of-
WORK FROM RESPONSIBILITY FOR THE CORRECTION Of' ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. AU. PLAN RE'IISIONS SHAU. BE PROMPllY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-Of-WAY PERMIT FROM THE CITY ENGINEER WIU. BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHTOfWAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICA 1t Of INSURANCE AS WEU. AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FlLED NAMING THE CITY Of CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POI.ICY IN THE MINIMUM AMOUNT Of $1,000,000.00 FOR EACH
OCCURRANCE Of LIABILITY. THE INSURANCE COMPANY WRl]NG THE POJ ICY MUST
HAW A RATING Of' "A-• OR BETTER ANO A SIZE CATEGORY OF CLASS V OR SEID
AS ESTABUSHEIJ BY 'BESTS" KEY RATING GUIDE
5. NO WORK SHAU. BE COMMENCED UNTIL ALI. PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7, NO RE'IISIONS WIU. BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
Of THE CITY ENGINEER, NOTED WITHIN THE RE'IISION BLOCK, ON THE
APPROPRIATE SHEET Of lHE PLANS AND lHE TillE SHEET.
8. ORIGINAL DRAWINGS SHAU. BECOME THE PROPERTY Of THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRA'MNG SHAU. BE RE'IISED TO R£FLE{;f AS-BUILT CONDITIONS BY
THE ENGINEER-Of-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. ACCESS FOR FlRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT AU. TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS.A SOILS REPORT COMPRISED
Of: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHAU. BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRINCIPAU.Y DOING BUSINESS IN THE FIELD Of APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WllHIN TWO WORKING DAYS Of THE COMPLETION Of FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING Of' WORK ANO SHALL BE AffiNDED BY All REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPER'IISION, TESTING ANO ALL OTHER
ASPECTS OF TH£ WORK. THE CONTRACTOR SHAU. REQUEST A PRECONSTRUCTION
MEETING BY CAWNG THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING.
1 J. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING Will BE
MADE BY CALLJNG THE EN NEERI -0 U L
760 438-3891. INSPECTION RE UEST MUST BE RECEIVED PRIOR TO 2: 00 PJ-4
ON lHE DAY BEFORE THE INSPECTION IS NEEDED, INSPECTIONS \\1LL BE MADE
lHE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FUU. WORK DAYS LATER.
14. lHE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN AU. SAFETY DE'IICES, INCLUDING
SHORING, AND SHAU. BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
' 15. lHE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN Of SHORING, BRACING SLOPING OR OTHER PRO'IISIONS TO BE MADE
Of WORKER PROTECTION FROt.t THE HAZARD Of CA '/ING GROUND DURING THE
EXCAVATION Of SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS Pl.AN MUST BE PREPARED FOR All TRENCHES FIVE FEET (5') OR
MORE IN DEPlH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF lHE PLAN VARl£S FROM 1HE SHORING SYSTEl,j
STANDARDS ESTABLISHED BY THECONSTRUCTIONSAFETY ORDERS, TillE 8
CALIFORNIA ADMINISTRATI'.£ CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT lHE CONTRACTORS EXPENSE. A COPY Of THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. F ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED \\jTHJN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. AU. OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION Of TRUCKS,
EARTHMO'IING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHAU BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARlHMO'IING OR GRADING
OPERATIONS SHAU. BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
STREBT NOTES
1. ACTUAL STRUCTURAL SECTIONS WIU. BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER Of THE STATE or CALIFORNIA. PRINCIPALI.Y DOING BUSINESS IN THE
FJELD Of APPUED SOIL MECHANICS ON THE PREPARED BASEMENT SOIL THE 'R'" VALUE TESTS AND THE ENGINEERED STRUCTURAi. SECTION 'MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR RE'IIEW
AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALILED AS SHO\\tl ON THESE PLANS, UNDERGROUND CONDUIT RUNS,
SER'IICE POINTS AND HAND-HOLES SHALL BE SHO~ ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL
STREET LIGHT FOUNDATIONS 1111.J. BE ALLOWED. AU. LUMINAIRES SHAU. BE ·cur OFF" TYPE.
3. AU. UNDERGROUND UTILITIES AND LATERALS SHAU. BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS,
CROSS GUTTERS OR SURFACING Of STREETS.
4. STORM DRAIN PIPE SHALI. BE REINFORCED CONCRElt PIPE WllH A MINIMUM D-LOAD Of' 1,350. FOR
PRIVATE STORt.l DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PRO'IIOED DEPTH IS LESS lHAN 15 FEET
ANO BACKFlLILEO WllH 3/4' ROCK PER SDRSD S-4 TYPE ·c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WAU: PIPE.
5. WHERE AN EXISTING PIPE UNE IS TO BE ABANDONED IT SHALI. BE REMOI/EIJ WITHIN TWENTY FEET OF
BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE \\1LL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS Of' TillE 24, CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J Of THE CITY OF CARLSBAD LANDSCAPE
MANUAL
II. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS Of WORK Of lHIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHAU. BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS Of SURVEY (CUT) SHEETS SHALL BE PRO'IIDED TO THE CITY ENGIN_EERING INSPECTOR.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL B~ CONSTRUCTED IN ACCORDANCE WllH
THE "CITY Of CARLSBAD ENGINEERING STANDARDS' (LATEST EDITION) VOLUMES 2 & J.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE Dl'IISION Of INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHAU PRO'IIDE PROOF Of OSHA NOTIFICATION AND SHAU ADHERE TO All PRO'IISIONS Of THE STATE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE
OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED ANO APPROVED BY THE CITY Of CARLSBAD'S
DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS" PUBLIC WORKS MANAGER.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHAU. NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
4B HOURS PRIOR TO ~[GINNING OF <:ONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHAU. NOTIFY THE CITY Of CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PRO'IIDED -TELEPHONE NO.
(760)438-3891.
~JuiiWR'rl ?~A[TRBU{~~b5J~i~c?/ Tiuci~9J.1JlliNft11"lJRiE ~A;~~ErJcJ't\-o~~IS1At. i't~t1~0
WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHAU. BE PROTECTED BY MEANS or CATHODIC
~~g]tg~g~-fANOEB'fffR~6RiWtf1N CJ~8f~li ~~~~i, WI{ &r'ik1if ~~81f&1°~JRt~Nss1™~\N
Al TERNA TI'IE FORM OF PROTECTION.
8, THE EXACT HORIZONTAL AND VERTICAL AUGNMENT AND TYPE OF MATERIALS Of THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY Of CARLSBAD FIRE MARSHAL
9. AU. POTABLE WATER AND RE{;YCLED WATER SERVICES SHALL BE 1' AND All METERS SHAU. BE 5/8"
(UNLESS OTHERWISE NOTED ON PLANS).
10. All WATER METER BOXES SHALL BE 17• X 30-X 12• POLYMER <:ONCRETE AS MANUFACTURED BY
ARMORCAST OR EQUAL
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SER'IICES SHALL BE 10 FEET.
12. THE TOP Of WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
1J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR
THE SEPARATION Of WATER MAINS AND SANITARY SEWERS"' PUBLJSHED BY THE STATE OF CALIFORNIA'S DEPARTMENT Of HEAL TH SERVICES.
14. AXIAL DEFLECTION AT lHE PIPE JOINTS ARE NOT ALLOWED. THE USE Of A HIGH-DEFLECTION
COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO
EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED
"'IINYI.-IRON" H.D. FOR C900.
"DECLARATIQN op RESPONSTBJ,B CHARGJ" 18. All OFF-Silt HAUL ROUTES SHALL BE SUBMITTED BY lHE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK, 1 HEREBY DECLARE THAT 1 AM THE ENGINEER Of WORK FOR THIS PROJECT, THAT 1 HAVE EXERCISED
THE CONJRACTOR SHAU, BE RESPONSIBLE FOR ANY DEBRIS OR QAMAGE RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670l Of THE
OCCURRING ALONG 1HE HAUL ROUTE OR ADJACENT STRUTS AS A RESULT OF 1HE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
GRADING OPERATION,
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAt.t AND BLASTING PERMIT.
ZO. THE EXISTENCE AND LOCATION Of UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. AffiNTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE 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 SHAU. VERIFY THE LOCATION OF ALL EXISTING FACILITIES
[AB_OVEGROUND AND UNDERGROUND l WITHIN THE PROJECT SITE sumCIENTILY AHEAD OF THE CONSTRUCTION TO PERMIT THE RE'IISIONS or THE CONSTRUCTION
PLANS If IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WllH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALI. NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALI. COORDINATE WORK WllH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
TIME WARNER CABLE
COX COMMUNICATIONS
CITY Of CARLSBAD(STREETS AND STORM DRAIN)
'CITY Of CARLSBAD(SEWER,WATER & RECLAIMED WATER)
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
*BUENA SANITATION DISTRICT
*AS APPROPRIATE
800 422-4133
800 660-734l
800 892-012l
760 438-7741
760 806-9809
760 434-2980
76D 438-2722
760 633-2650
760 753-0155
760 744-0460
760 753-6466
760 726-1340
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD
DOES NOT Rlll\lE ME AS ENGINEER OF WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: · BDS ENGINEERING, INC.
ADDRESS: 6859 FEDERAL BOULEVARD
CITY, ST.: LEMON GROVE, CA 91945
. TELEP 619 582-49 / BY:~~~~~~~~--DATE: ;I "1 ,Lo8 HOMAS A. JONES
R.C.E. NO.: _34_8_67 __ <---+-------
REGISTRATION EXPIRATION D,~,.,,,,... _,,0,,_9-....::3ee.0-....::0c:,.9 __ _
•
ENGINEER'S NOTES FOR UNDERGROUND PIPING
FOR HYDR6NTS &c SPRINICl,ERS
1. PRIOR TO INSTALLATION! ALI. REQUIRED PERMITS SHALI. BE OBTAINED FROM THE BUILDING ANO WATER DEPARTMENTS HAVING JUR SDICTION.
2. INSPECTIONS ARE REQUIRED:
Al PRIOR TO {;QRROSION PROTE{;TION (GREASE AND SLEEVE)
B PRIOR TO POURING THRUST BLOCKS, FD WIU. MEASURE llARING ARE
C FOR HYDROSTATIC TESTING, AND
D FOR FLUSHING.
All INSPECTIONS SHAU. BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 PM ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A RE-INSPECTION FEE. TO
SCHEDULE AN INSPECTION CALI. (760) 602-4660.
l. INSTALILATION.,)~SPECTION1,.AND TESTING SHALL CONFORM TO 1999 NFPA 13 ANO 1995 NFPA 24. UNDERGROUND '""NS MAY Bt CENTER-LOADED PRIOR TO VISUAL INSPECTION, SO LONG AS AU. D.I. FITTING JOINTS ARE LEFT FULLY EXPOSED.
4. FIRf HYDRANTS SHALI. BE APPROVED WIET BARREL STYLE PER CARLSBAD PUBLIC WORKS STANDARD.
ilfH ~fi~/br s1~'rl-JtCfHJt1ii!RE DEPARTMENT ACCESS ROAD. ALI. OUllETS SHALI. BE PROVIDED
5. FIRE HYDRANTS SUPPLY PIPING SHALI. BE A MINIMUM OF SIX INCHES IN DIAMETER. THEY LOWEST
OPERATING NUT SHALI. BE A MINIMUM Of 18° ABOVE GRADE AND THE HYDRANT FLANGE SHALL BE A
MINIMUt.t Of 2• ABOVE GRADE.
6. FlRE HYDRANTS SHALI. BE A MINIMUM OF 40 FEET FROM ALI. STRUCTURES. A KEYED GATE VALVE SHALL BE PRO'IIOED FOR EACH HYDRANT IN AN ACCESSIBLE lOCATION. VALVES SHAU NOT BE lOCATEO IN PARKING STALLS OR IN AREAS SUBJECT TO OBSTRUCTION.
7. ALI. PIPES SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 150 MINIMUM) CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI.
8. RISER SPOOLS SHALl BE CEMENT-LINED-MORTAR-COATED WITH WELDED FLANG~ NO EXCEPTIONS. THESE WOULD OCCUR AT THE BACKFLOW PREVENTION DEVICE ASSEMBLY AND AT THt END OF LINE.
C.ITY OF OCEANSIDE
HIGHWAY 7'
PACIFIC
OCEAN
CITY OF ENCINITAS
VICINITY MAP
CITY OF VISTA
WORK TO BB DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WllH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME Of CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. lHIS SET Of PLANS
4. RESOLUTION NO. PC 6261 DATIED MARCH 7, 20D7
5. lHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON CONSULTING, INC. DATED:
SEPT. 14, 2004, UPDATED B/24/06 & 12/29/06
7. 1HE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MOOIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N/A
9. STORt.l WATER POLLUTION PREVENTION PLAN PREP AREO BY BDS ENGINEERING, INC.
DA TED OB/08/2D07. WDID NO. 9 37C348735
10. STORM WATER MANAGEMENT PLAN PREPARED BY N/A -Sv->M9' 070'tl
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL
LEGEND
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l .j 9. ALI. BOLTED JOINTS SHALL BE CLEANED ANO THOROUGHLY COATED WITH NO-OX GREASE OR OTHER
CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE (SLEEVE) INSTALLATION. DESCRIPTION C,¥,I,D, DIG, NO,
W2
SDIBQL QUANTl'IY !
' 10. ALI. FERROUS PIPE ANO FITTINGS SHALL BE PROTECTED WITH A LOSE 8-MIL POL YETHYL£NE TUBE.
THE ENDS OF THE TUBE AND ANY SPLICES MADE FOR "f's OR OTHER PIPING COMPONENTS SHAU. BE
6° FlRE SERVICE --FS--86 LF j
~EA,ll8o~licf J~E.A~l8~Po!0&u~f'lr~i~~ON~Sfxc~~IJJ~:1t~~pfl:WStf~~rs t/ik[i. SrJfEVE) ·
SHOWN ON THE DRAWINGS.
11. A 12• BED Of CLEAN Fill SAND SHALL BE PROVIDED BELOW AND ABOVE THE PIPE (TOTAL 241,
12. All BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL (316).
1 J. FUU. FLANGE GASKETS SHALI. BE USED, RUBBER GASKETS ARE NOT PERMITTED
14. BURY DEPTH SHALI. BE A MINIMUM or 42 INCHES IN ALI. AREAS, INCLUDING FINISHED GRADE.
15. THRUST BLOCK,._ OR OTHER APPROVED METHOD or THRUST RESTRAINTilASHAU. BE PROVIDED AT ALL CHANGES Of DIREC110N ANO ELEVATION. lHRUST BLOCK CALCULATIONS S LL BE PROVIDED ANO IN ACCORDANCE WITH CMWD STANDARD DWG. W19.
16. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALI. CORROSION PROTECTION SHALL BE IN PLACE.
17. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUf.t STATIC PRESSURE,
WHICHEVER IS GREATER\ SHALI. BE WITNESSED BY A CFO INSPECTOR. THE TRENCH SHALL BE BACKFlLILED TO PREVENT MOVEMEf.Jf Of THE PIPE.
a• WATER MAN W2
6' GATE VALVE W16
~-!.~~
W16
W12
2' MANUAL NR RELEASE ASSEMBLY W6
2' BLOW-OFF ASSEMBLY W6
THRUST BLOCK W15
2' WATER SER'IICE W/2' METER W4
FIRE DEPARTMENT CONNECTION
--W--1 r· -j I
," 760 LF
---,®---
---,®---
~
t.1.A.R. ■
' : j
I ' I
1 EA.
4 EA.
2 EA.
1 EA.
2 EA.
11 EA. I 1 ·,., 1 l 1 EA.
1EA.
18. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PIPING.
FLOW SHALL BE THROUGH A MINIMUM or A 4• HOSE OR PIPE UNLESS OTHERWISE APPROVED BY THE
CFO INSPECTOR. A CFO INSPECTOR SHALI. WITNESS THE FLUSH. THE FOLLOWING FLUSH CONNECTIONS SHALI. BE MADE:
4 IN UNDERGROUND MAN -TWO t2l 2,5• COUPLING & HOSE 4 IN UNDERGROUND MNN -ONE 1 4' COUPLING & HOSE
4 IN UNDERGROUND MNN -ONE 1 4' COUPLING & HOSE
POST INDICATOR VAL'IE ~-•'.c~--..,_.-.----~• _ ~ ;,J EA.
~,' DETECTOR CHECK VALVE ( PVT) W22 ~ :11'~£\
f---'-~ 2• BACKFLOW PREVENTER (WT) W20 [§EJ 1 EA.
/" •.__ ---~~ .
l I
j
.
iAiE~N~R~~RiU1~0 _M~~NrA&N~H 1 1t~ ~~Wtlt?oi BH~Rsbu
NOTE: THE FLUSHING OPERATION SHALL BE OF SUFFICIENT TIME TO ENSURE THOROUGH CLEANING. THOSE SYSTEMS GREATER THAN 4 INCHES IN DIAMETER SHALL REQUIRE THE USE OF A SINGLE LARGE DIAMETER HOSE. ALI. FLUSHING SHALL BE COORDINATED WITH THE APPROPRIATE WATER AUTHORITY ANO IN
ACCORDANCE WITH THE APPROPRIATE "STORM WATER PROTECTION" REQUIREMENTS Of 'REGIONAL WATER
QUALITY CONTROL BOARD -SAN DIEGO REGION'S REQUIREMENTS FOR POTABLE WATER DISCHARGES -ORDER NO. R9-2002-0020.
19. ALI. HYDRANTSbSPRINKER CONTROL VALVES1, BACK-FLOW PREVENTION ASSEMBUE§, POST INDICATOR VALVES AND FlRE EPARTMENT CONNECTIONS SoALL BE PAINTED IN ACCORDANCE Wil n LOCAL REQUIREMENTS.
20. All CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED If THEY SERVE 100 OR MORE SPRINKLER HEADS. .
• 21. PER NFPA 13 CHAPTER 8-1, A "CONTRACTOR"S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND
PIPJ~f,. SHALI. BE COMPLETED" SIGNED AND DELIVERED TO THE FIRE PREVENTION BUREAU PRIOR TO CLICIWINCE FOR OVERHEAD SPslNKLER CONNECTION.
REFERENCB DRAJINGS
DWG No. 379-9
DWG No. 3949, LWO-ON SITE UTILITIES
BASIS op BEARINGS
THE BASIS OF BEARINGS FOR THIS Pl.AN IS THE NORTH
LINE OF LOT NO. 7 AS SHOWN ON MAP NO. 14038.
1.E. N 89'26'18" W
SHEET INDEX
TITLE SHEET NO.
IMPROVEMENT PLAN
PLAN AND PROFILE
PLAN AND PROFILE
1
2
J
TRENCH RESURFACING SDRSDG-24 TYPE 'A' i'x'2S?'x'2x1 212 LF
INDEX MAP
NO SCALE
J,BGAL DESCRTPTIQN
-------~ LOT I
IMP 14038
A PORTION OF LOT 9 IN SECTION 3!1, • .,J9WNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN , ME CITY OF CARLSBAD, COUNTY OF
SAN DIEGO STATE OF CALIFORNIA, AS DESCRIBED IN THE Fllt/PAGE NO. 138155 RECORDED AUGUST 11, 1961 OF OFFICIAL RECORDS.
BOUNDARY SURVBY
A BOUNDARY SURVEY WAS NOT PERFORMED BY BDS ENGINEERING.
MAP No. 14038 WAS USED FOR BOUNDARY INFORMATION.
ASSESSOR'S PARr;EJ, NV¥BJiiR
216-124-22
SOURCB or TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS GENERATED BY TOPOGRAPHIC MAP
METHODS FROM INFORMATION GATHERED ON OCTOBER 5, 2004. BY TOWILL COMPANY.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
BENCH ¥ARI
DESCRIPTION: 2.~• BRASS DISK
LOCATION: NORTH CURB Of LA COSTA A'JF.. 1 /2 MILE EAST OF
EL CAMINO REAL
RECORDED: CITY or CARLSBAD SURVEY CONTROL NETWORK 123
ELEVATION: 57.747 DATUM: -"'NG,.,.V,,,D2"'-9 ___ _
SITB ADDRESS
SAWCUT
ABBRBVIATIQNS
A.C ASPHALT <:ONCRETE
ASPH ASPHALT
BFP BACK FLOW PREVENTER
BLDG BUILDING
BO BLOW-Off
ca CATCH BASIN
CLF CHAIN LINK FENCE co CLEANOUT
EXIST. EXISTING
FL FLANGE
FH FIRE HYDRANT
G GAS
GV GATE VALVE
IE INVERT ELEVATION
ICVB IRRIGATION CONTROL VALVE BOX
ICVR IRRIGATION CONTROL VALVE ROUND
MAR MANUAL NR RELEASE
MH MANHOLE
PJ PUSH-ON JOINT
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pp POWER POLE s SEWER
sco SEWER CLEAN OUT
SD STORM DRAIN
soco STORM DRAIN CLEANOUT
SHT SHEET
SMH SEWER MANHOLE
LEUCADIA WASTEWATER DISTRICT
1960 LA COSTA AVE.
CARLSBAD, CA 92006 CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
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CARLSBA~ICIP~ WAlER DIS~ICT 1 "'--w O 4-I -----~ ~. 3/_ 7;fl8 nRfi"ARWAI. !.Di~ ~A~ REVIEWED BY:
DAVID A. HAUSER DA1£
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DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 8/30/08 INSPECTOR DATE ~1 CITY OF CARLSBAD 11~EETSI i----i----t---------------t--+---+----t---t L_!_j. ENGINEERING DEPARTMENT . J
r::::-:-:::::-=::::--:::::-::-:::::::7;--------:::;;.;;,!!!!!!!!;;;;;::---tl-=-=-=-:t.=-=-:j_t.=.=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-J_t.=-=-"l-=-=-~t=-=-:=i.t.=-=1 ;:;;;;;:;;::;:;;;~;:;;:::;::~~-~:::::::::::::::::::::::::==::::::::===.!:::::==: ENGINEER OF WORK: IMPROVEMENT PLAN FOR:
131)~ Engineering, Inc. A-
~ Civil Engineering
Land Surveying
6859 Fedcra.! Boulevard
Lemon Grove, Ca.lifornia 91945
(619) 582-4992 FAX (619) 582-7428
DWG. FlLE: l:\PR0JECTS\0438\Engr\lMP\IMP-t.cwg
THOMAS A. JONES
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<ll 34867 ~ EXP. 9-30-09
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LEUCADIA WASTEWATER DISTRICT
DRAWING NO.
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ENGINEER OF WORK:
131)~ Engineering,
..]t Civil Engine<:ring Land Surveying
t/859 FederaJ Bou!eva,rd
Lemon Grove, Ca,lifornia, 91 945
(619) 582-4992 FAX (619) 582-7428
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LENGTH
GRAPHIC SCALE (HORIZ.) __,
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SCALE: 1 " c: 20'
GRAPHIC SCALE (VERT.} __,
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SCALE: 1 " = 4'
"AS BUILT"
RC£ __ _ EXP·----DATE
REVIEWED BY:
INSPECTOR DATE
1---1--+----------+--t--t---t--, ~2 CITY OF CARLSBAD I SHEJElS I L__!_j ENGINEERING DEPARTMENT ~P;:LAN~::;AN;,;D::;P;;:;R;:O:;F;;ILE;=;F~O:;R:=::=::::::::::=::::::==~====:
LEUCADIA WASTEWATER DISTRICT
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NOTE:
FOR EXISTING ONSITE UTILITIES SEE REFERENCE DWG. 3949-C2, 3949-CJ
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WATER LINE DATA HG 318
SCALE 1•=20'
GRAPHIC SCALE (HORIZ.)
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SCALE: 1 " "' 20'
GRAPHIC SCALE ~RT.)
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SCALE: 1" -4'
"AS BUILT"
RCE __ _ EXP----DATE
REVIEWED BY:
LEUCADIA WASTEWATER DISTRICT
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