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GENERAL 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 LESSEN OR WAIVE ANY PORTION 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 IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
MISSIONS DISCOVERED DURING CONSlRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER l'llLL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THG INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF '1A7 AND A SIZE
CA TE GORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL 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 DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO RE\/ISIONS l'llLL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED l'llTHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAl'llNG SHALL BE RE\/ISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
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 OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK( 438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSlRUCTION MEETING WILL BE
UAnE RY r.ALLING THF ENGINEERIN ?4-HOUR INSP" TI11N R>llll>,T I tN.E..AI
f619l 438-3891. INSPECTION REQUc!::iTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND /OR APPLICANT THROUGH THE DEVELOPER AND /OR CONlRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE\/ICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR 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 ENGINEER AND /OR CONCERNED AGENCY SHO'MNG
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA \/ING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR lRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND /OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSlRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS l'llLL 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. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR 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 Tl:fE:
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM .
GENERAL NOTES (CONT'D)
21. THE CONlRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WlTH
THE PROPOSED WORK.
22. THE CONlRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUC'flON NEAR 1HEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E (619)438-6200
PACIFIC BELL (619)489-3441
DANIELS CABLEVISION (760)931-7000
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA COUNTY WATER DISTRICT (760)633-2650
*VALLECIITOS WATER DISTRICT (760)753-0155
*OLIVENHAIN WATER DISTRICT (760)744-0460
*AS APPROPRIATE (760)753-6466
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS l'llLL BE DETERMINED AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE 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 RE\/IEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. SlREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS l'llLL BE
ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE l'llTH A MINIMUM
D-LO.AD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WlTH
3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034
FOR SDR 35 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WlTHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE l'llTH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN
CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND THE STANDARD
SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DI\/ISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSlRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONlRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSlRUCTION.
(TELEPHONE NO. [619] 438-3891)
WATER NOTES
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE l'llTH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL
DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION
WATER NOTES (CONT'D)
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. THE CONlRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (TELEPHONE N0.[619] 438-3891) FOR SCHEDULING.
5. NO lREES OR SlRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING lREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT 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.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT", OCTOBER 1993 OR AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSlRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA Tl VE
FORM OF PROTECTION.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY
__ METHODS FROM INFORMATION GATHERED ON MAY
20 04 B'r'. FRASER ENGINEERING. INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE l'llTH THE
FOLLOl'llNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1.
2.
3.
4,
5.
6.
7.
8.
9.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD STANDARDS
THIS SET OF PLANS
RESOLUTION NO. _N~/~A ____ DATED _N_/A~------
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
SOILS REPORT AND RECOMMENDATIONS BY: CONSTRUCTION TESTING &
ENGINEERING. INC, PROJECT NO. 10-6998G DATED: JUNE 15, 2004
THE SAN DIEGO AREA REGIONAL STANDARD DRA'MNGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED_N~/~A~-----
THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS
FOR WATER, SEWER AND RECLAIMED WATER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 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 CURRENT 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
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: ___ BD_S_EN_G_IN_E_E_R_IN_G,_IN_C_. ____ _
ADDRESS: __ 6_8_59_F:_ED_E_R_A_L _B_L_VD_. _____ _
CITY, ST.: LEMON GROVE, CA 91945
TELEPHONt .(619) 582-4992
BY: -=::2'::::.
1~~~-~~tr.L\~-~~~~~--DATE: lf?/?'F
THOM~ '\JONES
R.C.E. NO.: 34867
REGISTRATION EXP/RATION DA TE: 9/30/05
VICINITY MAP
CITY or OCEANSIDE
HIGHWAY 78 -
\'---,-,-,--~
SITE
-
PROJECT LOCATION
.I V NOT TO SCALE
-~~
CITY or VISTA
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
205-140-16 19 20 & 21 =~~~~~~~~------------,
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 2 005 377 E ~6 =23=1.~5~7~0 ______ _
BENCH MARK
DESCRIPTION: 2 1 /2'' BRASS DISK
LOCATION: TOP OF CURB INLET WEST SIDE MONROE ST. W'L Y
PROLONGATION OF N'L Y CURB GAYLE WAY IN FRONT OF
COMMUNITY SWIM CENTER.
RECORDED: PER R.O.S. 17271
ELEVATION: 208.131 DATUM:N.G.V.D. 29
DESCRIPTION
6" TYPE 'G' CURB & GUTTER
CONCRETE DRIVEWAY
CONCRETE SIDEWALK
FULL DEPTH AC REPAIR
NEW 6"
P.C.C. CURB
LEGEND
DWG. NO.
G-2
G-14A
G-7, G-9, G-10
SEE DETAIL
THIS SHEET
2'
SYMBOL
l·. ··. . . : .. J
l:•:•:•:•:•:•:•:•:•:•:❖:-:,:,:•:•:•:•:•:•:•:•:•:•:•:•:•:•:1
_:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::,
,,.----NEW 6" ,c. Ml;_ I ,,.----SAWClIT
I I F EXIST. A.C.
FULL DEPTH A.C. PAVEMENT REPAIR
NO SCALE
QUANTITY
211 LF
480 S.F.
755 S.F.
422 S.F.
UTILITY DISTRICT APPROVAL(S) "AS BUILT"
CARLSBAD MUNICIPAL WATER DISTRICT P.E, __ _ EXP. __ _
REVIEWED BY:
INSPECTOR
OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 1993, OR THE LATEST I SHE1ET I CITY OF CARLSBAD
REVISION. t----+----+--------------+----+---+--+---1 ENGINEERING DEPARTMENT t----+--+-------------+-----t---t--+--------i
DATE
DATE
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DI\/ISION r:::~:::-;;::;:-;::-;::;::--;:;;::;::;:-:;-:------------::::;;;;;;~;;;;;:::-11----+--+-------------+-----t---t--+--------i IMPROVEMENT PLANS FOR:
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF ENGINEER OF WORK: ~~ofESSio~ MO ROE A\JC" 131), Engineerl·ng, Inc. ~,;:y '"" A. v ~ -N ST. & BASSWOOD l"\vc. . OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE ,;:;-~i-~ ,.. STREET IMPROVEMENTS
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN CONSTRUCTION SAFETY ORDERS. E!_~1 ~'i,~~ee;i~;-g ~? ~ % (SCHOOL DISTRICT PARKING LOT)
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 6859 Federa,l Bouleva,rd 5 341167 [;/
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. Lemon Grove, Ca,lifornia 91945 ~ EXP.~ "' APPROVEDo'r LLOYD B. HUBBS
~J~~TYT::i1~~16~0~Ns~~~c~~:~i. ~i~ siiN~Ai~6~ I~ ~ii~~i~ ~~F~:~~TDUE §1~Eiic:ErE:~bT A~Pi\\·Jt ~~Tti1~f~c~g~G111~RC.tN~.D61s0g~f AND MUST ~~L9{1L~~t\::~:crs\~;..(~~:lo~r~~.~,~::_~ dwg ,t~~ CIV\\.~'9:,,. t----+----+--------------+----+---+--+---1 c1% ~tcfN@f~t!s~~E~S 12/31 /05 01%.~10:t
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND SUPERINTRNDENT. -----/7 ,4 I ~ (X: 0-\.~ DWN BY: CM I PROJECT NO. I DRAWING NO.
E ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. :,,~' LIA..(!!.~~~:::::-~~-~-~~-~ ~ 3 ~ 04 44 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: TJ PD 04-10 420-9
:i" TFfOMAS A. JONES ( R.C.E 34867 D TE JOB NO. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: \i" --------~ L---------------------------------------------.::====~~~::=========:===::======:::===::::::=:::===:::=============::.J
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ENGINEER OF WORK:
131)i Engineering, Inc.
Civil Engineering
Land Surveying
6859 Federal Boulevard
Lemon Grove, California 91945
(619) 582-4992 FAX (619) 582-7428
D\/1/G. FILE: L:\PROJEC:TS\044-4iEngr\Offsite\SHT-2.dwg
A
THOMAS A. JONES ( R.CJ. 34867
04-44
JOB NO.
UTILITY DISTRICT APPROVAL(S)
CARLSBAD MUNICIPAL WATER DISTRICT
1'11LLIAM E, PLUMMER DATE
DISTRICT ENGINEER R.C.E. 28176
CONSTRUCTION NOTES;
G) REMOVE EXISTING DRIVEWAY & CONSTRUCT NEW
CURB, GUTTER & SIDEWALK, REMOVAL SHALL BE
TO NEXT SIDEWALK JOINT ON EITHER SIDE OF
EXISTING DRIVEWAY, MATCH EXISTING GRADES,
Cg) REMOVE EXISTING CURB, GUTTER & SIDEWALK &
CONSTRUCT NEW 24' G-14A DRIVEWAY, REMOVAL
SHALL BE TO NEXT SIDEWALK JOINT ON EITHER
SIDE OF NEW DRIVEWAY, MATCH EXISTING GRADES.
Q) CITY TO REMOVE EXISTING WATER METER.
CONTRACTOR TO REMOVE METER BOX & CAP
WATER LATERAL AT MAIN,
G) CONTRACTOR TO CUT & PLUG SEWER LATERAL AT
PROPERTY LINE
NOTES;
1, DISTURBED SOIL AREA TO BE REVEGETATED TO THE
SATISFACTION OF THE CITY ENGINEER,
NOTE REGARDING ONSITE CONSTRUCTION;
1, PROPERTY OWNER (SCHOOL DISTRICT) SHALL
INCORPORATE POST CONSTRUCTION BMP DEVICES
THAT MEETS NUMERIC SIZING CRITERIA PURSUANT
TO ORDER 2001-01 ISSUED BY THE SAN DIEGO
WATER QUALITY CONTROL BOARD, TO ENSURE
POLLUTANTS ARE NOT INCREASED AS A RESULT OF
THE PARKING LOT.
"AS BUILT"
EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
l--~l---+------------+----1----1------l----l I SH~ET I CITY OF CARLSBAD I SHE2ETS I
ENGINEERING DEPARTMENT ~=~=========-==:::::::;
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
MONROE ST. & BASSWOOD AVE.
STREET IMPROVEMENTS
(SCHOOL DISTRICT PARKING LOT)
APPROVED d'Y' • LLOY¥n(~~s ~~u;~ CITY ENQN R PE23 89EXPIRES 12 /31 /05 AT
DWN BY: CM I PROJECT NO. I DRAWING NO,
CHKD BY: T J PD 04-1 0 420-9 RVWD BY: ,\LR
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