HomeMy WebLinkAboutDWG 433-3; CT 04-01; YAMAMOTO PROPERTY; 01-05GENERAL NOTES:
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THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED B" THE CITY OF CARLSBAD REGARO/NG
IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
AlfflOVAL OF THIS DOES NOT LESSON OR WAIVE ANY PORTION OF TME CARLSBAD MUNICIPAL CODE, RESOLUTION
OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONA~ DOCI.J1ENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE,SHALL REVISE THESE PLANS WHEN
NON-CONFORJ1ANCE IS DISCOVERED. h
CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR f. G/NEER-OF-WORI< FROM RESPONSIBILITY FOR
THE CORRECTION OF ERRORS AND OMIssr0Ns DrscovERED OUR/NG cal TRUCTION. ALL PLAN REvIsI0Ns SHALL BE
PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will BE REQUI D FOR ANY WORK IN THE PUBLIC
RIGHT-OF-WAY. PRIOR TO PER/1/T ISSUANCE, A CERTIFICATE OF /NS'IRANCE MUST BE FILED NAMING THE CITY OF
CARLSBAD AS AN ADDITIONAL INSURED ON THE PER/1/TTEE'S POL/C IN THE MINIMI.J1 AMOUNT OF $1,000,000.00
FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY W. mNG THE POLICY MUST HAVE A RATING OF
"A" AND THE SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BE,FS' XEY RA TING GUIDE.
NO WORK SHALL BE COMMENCED UNTIL All PER/1/TS HA VE BEf.N OB "A/NED FROM THE CITY AND OTHER
APPROPRIATE AGENCIES.
REVISION OF THESE PLANS MAY BE REOUIRED IF THE PROPOSED /Mf 1()VEMENTS ARE NOT CONSTRUCTED PRIOR TO
THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT.
No REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WR/TT, N APPROVAL OF THE CITY ENGINEER, NOTED
WITHIN THE REVISION BLOCK, ON APPROPRIATE SHEET OF THE PLAN AND TITLE SHEET.
ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY Uff?N BEING SIGNED BY THE CITY ENGINEER.
THE ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT fOND/TIONS BY THE ENGINEER-OF-WORK PRIOR
TO FINAL ACCEPTANCE OF THE WORK e:· THE CITY.
ACCESS FOR FIRE AND OTHER EMERGENCY VEH/Cl£S SHALL f/E MA/NITA/NED TO THE PROJECT SITE AT ALL TIMES
DURING CONSTRUCTION.
'¥HERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT CfMPRISED OF: (A) SUMMARY SHEET, (8)
LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL~ SUBMITTED BY A PROFESSIONAL ENGINEER
OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN T. FIELD OF APPLIED SOILS MECHANICS. THE
SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEER/NG INSPf. TOR WITHIN TWO WORKING DAYS OF
COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION Rf.1RT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR O THE BEGINNING OF WORI( AND SHALL BE
ATTENDED BY All REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND
All OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHE.X!LE BY CALLING THE INSPECTION LINE AT
(760) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STA TING CONSTRUCTION. APPROVED DRAWINGS
MUST BE AVAILABLE PRIOR TO SCHEWLING.
ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING Will BE MADE /JY CALLING THE
ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 4J8-J191. INSPECTION REQUESTS MUST BE RECEIVED
PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION rs NEEDED. INSPECTIONS WILL BE MADE THE NEXT
WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFT. R 2:00 P.M. Will BE SCHEDULED FOR TWO
FULL DA YS LA TER.
THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR ONTRACTOR SHALL DESIGN, CONSTRUCT AND
MAINTAIN All SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8, SOLELY RESPONSIBLE FOR CONFOR/1/NG TO
All LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS.
THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 Y SUBMITTING A DETAIL PLAN TO THE CITY
ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SifRING, BRACING, SLOPING OR OTHER
PROVISIONS TO BE MADE FOR WORXER PROTECTION FROM THE HAZAi OF CAVING GROUND OUR/NG THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE I, TALLA TION THEREIN. THIS PLAN MUST BE
PREPARED FOR All TRENCHES FIVE FEET (5) OR MORE IN DEPTH A 'D A/fflOVED BY THE CITY ENGINEER
AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN ,VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. f1TLE 8 CALIFORNIA ADMINISTRATIVE CODE.
THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THF CONTRACTORS EXPENSE. A COPY OF THE
OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR
1
PRIOR TO EXCAVATION.
IF ANY ARCHEOLOGICALIPALEONTOLOGICAL RESOURCES ARE OISCOVF.RED WITHIN ANY WORX ZONE DURING
CONSTRUCTION, OPERATIONS Will CEASE IMMEDIA TEL~ AND THE PERMITTE WILL NOTIFY T.HE CITY ENGINEER.
OPERATIONS Will NOT RESTART UNTIL THE PERMITTEE HAS RECEIV. D WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
ALL OPERATIONS CONDUCTED ON THE SITE OR AOJACf.NT THERETO, fiNCLUD/NG WARMING UP, REPAIR, ARRIVAL,
DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, C TRUCTION EQUIPMENT AND ANY OTHER
ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH
DAY, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING !OPERATIONS SHALL BE CONDUCTED ON
WEEXENDS OR HOLIDAYS. (A LIST OF CITY HOUDA YS IS AVAILABLE~ T THE ENGINEERING DEPARTMENT COUNTER.)
All 0Ff·SIT€ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRA~TOR TO THE CITY ENGINEER FOR APPROVAL
rwo FULL WORl<ING 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 THE GRADING
OPERATION.
NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER Af 'ROVED BLASTING PROGRAM.
THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACllf!ES SHOWN ON THE CONSTRUCTION PLANS
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENr/ON IS CALLED TO THE POSSIBLE EXISTENCE
OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A ~OCA TION DIFFERENT FROM THAT SHOWN ON
THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTI NARY MEASURES TO PROTECT THE UTILITIES
SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR ST. 1/.)CTURES NOT SHOWN.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING F. C/LITIES (ABOVE GROUND AND UNDER
GRO/JvD) WITHIN THE PROJECT SITE S/JfF/CIENTLY AHEAD Of THE C NSTRUCTION TO PERMIT THE REVISION OF
THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA
1
/0NS ARE IN CONFLICT WITH THE PROPOSED
WORK.
THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEf BELOW) AT LEAST 2 FULL WORKING DAYS
PRIOR TO CONSTRUCTION NEAR THEIR FACILITIES AND SHALL CDORDi('IA TE THE WORK WITH A COMPANY
REPRESENT A TIVE.
UNDERGROUND SERVICE ALERT
SDGBE
SBC
ADELPHIA CABLE COMMUN/CATIONS
COX COMM/Jv/CATIONS
CITY OF CARLSBAD (STREET AND STORM DRAIN)
'CITY OF CARLSBAD (SEWER, WATER, RECLAIMED WATER)
'SAN DIEGUITO WATER DISTRICT
'LEUCADIA WASTEWATER DISTRICT
'VALLECITOS WASTE WATER DISTRICT
'OLIVENHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
* AS APPROPRIA TE
(800) 422-4/JJ
(800) 660-7J4J
(800) 892-0123
(160) 438-7741
(160) 806-9809
(160) 434-2980
(160) 438-2722
(760) 6JJ-2650
(160) 753-0155
(760) 744-0460
(160) 153-6466
(760) 726-1340
SPECIAL NOTES:
I. UTILITIES THAT ARE CROSSING CUT/fill LINES SHALL BE /JvDERCUT PER So/LS ENGINEER'S RECOMMENDATIONS.
2. THE CONTRACTOR SHALL PROVIDE A SAND CUSHION BETWEEN ANY U i'LITY THAT CROSSES ANOTHER UTILITY
WHERE THERE IS ONE FOOT(/. 0) OR LESS Of CLEARANCE BETWEf.N 'THE UTILITIES. .
STREET NOTES:
/. ACTUAL STRUCTURAL SECTIONS Will BE DETERMINED AFTER ''R' VALUE TESTS HAVE BEEN C0//0/JCTED BY A
PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 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 THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS
AND HAND-ROl£S SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS
WILL BE ALLOWED. ALL LUMINARIES SHALL BE ·cur OFF" TYPE.
3. All UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS
GUTTERS OR SURFACING STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CoNCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE
STORM DRAIN PIPES UP TO 15'. PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED
WITH ,i(" ROO( PER SDRSD S-4 TYPE 'C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SDR J5, SOUD WALL
PIPE.
5. WHERE AN EXISTING PIPE LINE rs 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 REQUIRE11ENTS OF TITLE 24, CALIFORNIA ADMINISTRA T/VE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE 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 ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED,
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.
WATER NOTES:
I. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED INACCORDANCE WITH THE CARLSBAD MUNICIPAL
WATER DISTRICT'S WATER SYSTEM DESIGN GUIDE, SPEC/FICA TIONS AND STANDARD DRAWINGS, MAY 2003 OR AS
AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND
PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF
THE STATE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EX/SITING C.M. W.D. LINES, A PER/1/T SHALL BE
OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND A/fflOVED BY THE CITY OF CARLSBAD'S
DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A ?RECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE
CONST.UCTION BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT -TELEPHONE
NO. (760) 4J8-J89/. FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS
PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (160) 438 -3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. All EXISTING TREES AND
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT Of WORK. /WY EXCEPTIONS SHALL REQUIRE
WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER.
1. All BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF
DEVELOPER/OWNER CONWCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED
IN ANOTHER MANNER, THE DEPUTY ENGINEER Will CONSIDER AN ALTERNATE FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCATED
BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY Of CARLSBAD FIRE
MARSHAL.
9. All RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CARLSBAD RECLAMATION RULES AND REGULA T/ON FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS
CARLSBAD MUNICIPAL WATER DISTRICT. OCTOBER /99J OR AS AMENDED.
/0. All POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE/ AND ALL METERS SHALL BE 518 (UNLESS
OTHERWISE NOTED ON PLANS).
ii. All WATER METER BOXES SHALL BE /1" X JO' X 12" POLYMER CONCRETE AS MAN/JfACTURERED BY ARMORCAST
OR EQUAL.
12. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE /0 FEET.
/J. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
14. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE IJCRITERIA FOR THE
SEPARATION OF WATER MAINS AND SANITARY SEWERSIJ PUBLISHED BY THE STATE OF CALIFORNIA/JS DEPARTMENT
OF HEALTH SERVICES. •
SEWER NOTES:
/. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'CARLSBAD MUNICIPAL
WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS: AND THE
STANDARD SPECIF/CATIONS, MARCH /99J, AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORXS
CONSTRUCTION, LA TEST EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE
ANY EXCAVATION ANO SHALL ADHERE TO All PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE
DISTRICT. IT MUST BE SIGNED AND A/fflOVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PER/1/T SHALL BE
REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD f.NGINEERING INSPECTION 48 HOURS PRIOR TO THE
BEGINNING OF CONSTRUCTION (TELEPHONE NO. (760) 4J8-J89/).
OWNER DEVELOPER:
BLACK RAIL LLC... .. . . ,
RANCHO BERNARDO ROAD, SUITE 205 SAN DIEGO,
CA 92128 (858) 675-6400
REFERENCE DRAWINGS:
DWG No. JJ5-5 -IMPROVEMENT PLANS FOR BLACI( RAil ROAD
DWG No. 397-4 -IMPROVEMENT PLANS FOR CT 00-IJ
DWG No. 40/-5 -IMPROVEMENT PLANS FOR CT 99-/0
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLME THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT/ 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 C/RRENT STIWDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD
IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBIU TIES FOR PROJECT DESIGN
MLB ENGINEERING -
PROFESSIONAL CIVIL ENGINEER AND LANO SURVEYOR
2080 WINE RIDGE PLACE, SUI TE A
ESCONDIDO, CA 92029
(160) 141-5511
.A ~
..,,~_,-______ DATE.· s/1/06
MICHAEL l. BENESH •
/
WORK To BE DONE: SIGNING 8 STRIPING NOTES:
I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF All SIGNING AND STRIPING.
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS aJRRENT AT THE TIME OF CONSTRUCTION,
AS DIRECTED BY THE CITY ENGINEER:
2. ALL SIGNING STRIPING AND PAVEMENT MARKINGS SHALL CONFOR/1 TO THE FEDERAL HIGHWAY ADMINISTATION
(FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD
2003 CALIFORNIA SUPPLEMENT, THE CAL TRANS STANDARD SPECIF/CATIONS (2002 OR LA TEST VERSION
THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORl(S DIRECTOR OR HIS
AND PUBLIC WORl<S DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED OF THE ENGINEER Of
WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED
TWO WEEl(S AFTER INITAL PAINTING.
6. ALL S/GNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIF/CATIONS AND SHALL USE ENCAPSULATED LENS
REFLECTIVE SHEETING (HIGH INTENSITY DR EOUAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A
500' PERIMETER OF THE CONSTRUCT/ON PROJECT Will BE RESTORED TO A "LIXE NEW' CONDITION, IN A
MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORl<S DIRECTOR
OR HIS REPRESENT A TIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE All CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY
GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
10. ALL PAVEMENT 1£GENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS.
//. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALXS SHALL HAVE 10' INSIDE DIMENSION
UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE
THERJ10PLASTIC UNLESS OTHERWISE SPECIFIED.
IJ. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 200J EDITION AS AMENDED BY THE 2003
CALIFORNIA SUPPLEMENT ANO SAN DIEGO REGIONAL STANDARD DRAWING M-/9.
14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
15. All SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 200J EDITION AS AMENDED BY THE 2003
CALIFORNIA SUPPLEMENT /JvLESS OTHERWISE SPECIFIED.
/6. SIGN POSTS SHALL BE SOUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL
STANDARD DRAWING M-45
11. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED
MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF
CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
19. All SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT
THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
20. WHERE R4-1 SIGN AND TYPE OMI-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-1
SIGN SHALL BE 18" X 24' AND THE OMI-J OBJECT MARKER SHALL BE 12' X 12"
BASIS OF BEARINGS:
SITE "' "
ti ..
iii
SONGBIRD A VENUE
A VIARA IPrill'WY
VICINITY MAP
Nor TO SCALE
THE BASIS OF BEARINGS FOR THIS SURVEY IS CALIFORNIA COORDINATE SYSTEM 1983,
ZONE VI, /991. 35 EPOCH, NORTH AMERICAN DA TUM OF 198J(NAD8J), GRID BEARINGS
BETWEEN STATION CLSB-046 ANO STATION CLSB-044 AS SAID COORDINATES ARE
PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY
RECORD OF SURVEY No. 11271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY
RECORDER ON FEBRUARY 8, 2002.
LEGAL DESCRIPTION:
I. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
J. THIS SET OF PLANS.
4. RESOLUTION NOS. 5828, 5829, 5830, 58Ji B 5832 DA TED 2/05/05.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT ANO RECOMMENDATIONS BY GEOSOILS, INC. W. 0. 4132-A-I-SC DATED JANUARY 8, 2004 AND
UPDATE LETTER BY CHRISTIAN WHEELER ENGINEER/NG DA TED SEPTEMBER 28, 2005.
1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MDOIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL A/fflOVAL DOCUMENTS DA TED MAY /8, 2004.
9. C.M. W.D. STANDARDS B SPECIF/CATIONS FOR WATER, RECLAIMED WATER B SEWER.
/0. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY MLB EG/NEER/NG, DATED JUNE /J, 2005.
//. STORM WATER MIT/GA TION PLAN (SWMP) PREPARED BY MLB ENGINEERING, DA TED JUNE IJ, 2005.
12. THE CALIFORNIA STORM ATER OUALITY ASSOC/A TION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND
STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND
IMPROVEMENTS: DWG. No. '*
A. C. PA VEMf.NT (SECTION PER SOILS ENGINEER, MINIMlN: 4" AC/6' CL ii AB) 1 ................. 1 . ............ ·:: ..
CONCRETE CURB B GUTTER (6')
CONCRETE CROSS GUTTER
(K=IJ.5', L=JO')
PEDESTRIAN RAMP
P.C.C. DRIVEWAY
(CL STATION, WIDTH SHOWN)
CURB OUTLET TYPE A
CONCRETE SIDEWALX
8" PVC SEWER MAIN
SEWER ACCESS HOLE
4 ' SEWER LATERALS
STREET LIGHT (9500 LUMENS)
STREET SIGN
Do/JBLE STREET NAME SIGN
G-2, TYPE G
CSD GS-9 B CSD GS-I0
G-27, TYPE :4'
G-/4A • 8 CSD GS-12
D-25
G-1
CMWD S-5
CMWD S-I
CMWD S-7, S-8
E-1*, CSD GS-2/
AS IND/CA TED
As IND/CA TED
8' PVC WATER MAIN WIDEFLECTION COUPLINGS
I" WA TER SERVICE
FIRE HYDRANT ASSEMBL Y
/" MAN/JAL AIR RELEASE ASSEMBLY
2" BLOW-OFF
I" A!R-VAC ASSEMBLY
TRENCH RESURFACING (TYPE A)
/8' RCP
CMWD W-J
CMWD W-I2
CMWD W-5
CMWD W-6
CMWD W-1
G-24A
CURB INLET TYPE "B" D-2
STORM DRAIN CLEANOUTS TYPE "A' D-9
SAWCUT B REMOVE EX. AC BERM
\(7(
'-...n/
j --lb
n
' . . .
8'PVC ►
-
-I--@ ...
~ +
---W---
f---·---o------@
-~ ll
I' MAR
2'80
-I' AVA
i-------, L_ ____ _J
QUANTITY
20,100 SF
l,6SO LF
1,650 SF
5 EACH
J,200 SF
I EACH
9,750 SF
400 LF
6 EACH
/6 EACH
J EACH
I EACH
2 EACH
500 LF-
/6 EACH
J EACH
I EACH
I EACH
I EACH
135 LF
556 LF
I EACH
J EACH
/92 LF
QUANTITIES ARE SHOWN FOR BOND PURf'oSES 0NL Y, CONTRACTOR IS RESPONSIBLE FOR BID QUANTITIES PER PLAN.
NOTES:
LT = LEFT OF CENTER LINE
RT = RIGHT OF CENTER LINE
CMWD = REFERS TO CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS
CSD = REFERS TO CITY OF CARLSBAD STANDARD DRAWING
SORSD = REFERS TO SAN DIEGO COUNTY REGIONAL STANDARD DRAWING
' = INDICATES AS MODIFIED PER CITY OF CARLSBAD STANDARDS •
'* = ALL REFERENCED STANDARD DRAWINGS ARE AS PROVIDED IN SAN DIEGO
REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE SPECIFIED.
Underground Service Alert
I
CALL: TOLL FREE
1-800-227-2600
THREE WORKING DAYS BEFORE YOU DIG
IE: NoRTH 15'15'04' EAST
BENCHMARK:
DESCRIPTION: OC-0179 DISC SET IN WEST END Of SOUTH HEADWALL OF 24' RCP
LOCATION: 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE. AND SAXONY
THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 21, TOWNSHIP /2 SOUTH, RANGE 4 WEST, SAN
BERNARDINO BASE AND MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO T.HE OFFICIAL PLAT THEREOF.
ASSESSOR'S PARCEL NUMBER:
215-040-05
CALIFORNIA COORDINATES:
/984-6243
CAUTION:
REMEMBER /I/AT 11/E USA CENTER NOllFIES
ONl Y 11/0SE UllUllES BELONGING TO 11/E
GENTER. /I/ER[ CQIJLD BE O /I/ER U lll/TIES
PRESENT AT Ill[ IIORK SITE. Ill[ CENTER
l'lrll INFORM YOU Of WHOM 11/EY Will
NOllfY.
ROAD.
RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT
SV0/06-01, 10//5185
ELEVATION: IJ.87 DATUM: M.S.L.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC
SURVEY METHODS FROM INFORMATION GATHERED ON MARCH 12, 2005 BY:
DIGITAL MAPPING, INC.
2/062 8ROOKHURST STREET, SUITE /01
HUNTINGTON BEACH, CA 92646
(114) 968-5459
THE TOPOGRAPHY SHOWN HERON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
I
Engineering
Professional Civil Engineers and Land Suroryors
2080 Wineridge Place, Suite A, Escondido, CA 92029
CARLSBAD MUNICIPAL WATER DISTRICT
d ,, - -J , J/ • -• t2
ROBERT J WOJCIK, /JEPUlOITY ENG/NEE'/?
R. C.E. 55698, REG. EV. ;&iJ0/06
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS:
No. OF FH (s)_J_ FIRE FLOW_"'/5"'00'-----G.P.M. OUT OF I F.H.
Bux;, 5PRINXl£0 (YES) -I/{), FIRE Fww 1500 G.P.M.
~'~-IJ 'A.-,
fl~ARSHAU j
"AS-BUILT"
/~ ?po/t&lo
MICHAEL l. BENESH DATE
R.C.E. J1895, REG. EXP. J/5//01
9/21/t tJ
DATE
1---1---+----------~----1-----l-----1-----1 I s;ET I City of Carlsbad ~
~==:::'....'=====ENG=INE6=R=ING=0E.=PA::::R=Tt-'E,::::N::::T===='--=~=SJ/f=
5
=E=TS:::::;
IMP//0"81ENT PLANS FOR:
YAMAMOTO PROPERTY
APPROVED: GLEMV Tli/J'/AS FRUIM er
t----+--+-----------------+---+--+---1--~ I~ ., ----, ie:;~-~~-~,~---71./, J.:
CITY tNGII-EER 0,V/'E # 5IZ74 A'Xf'. 9130/i'OOl T~bA':
RCE J7895
EXP. J/J//01 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net
t-cocc,,:::E----t-1,;::w,::::r1A-:cl--t------------------+--::DA-TE-+--,-1,-m-,i-+--,o~,-,E----+-INI-TI-Al-l ~~DRA~==-WNB~~====~1 ==~PIIOJEC==,=N=o.====;-1~=-=-0=-RA=-W=I-WG=-=I/{)-=-. ~
ENGl!flROFWOR/! REVISION DESCRIPTION OrlER/Jl'PROvAL CITYAPPROVAL k~;:},08;~ .. ~ CT 04-01 4JJ-J
\ '
!
1-------------------1-R/W= 60'-----------------s
1--------30''------+--l-------30''-------"'=4----I
.---15.5''+----l---14.5'J-t---,1,,-STREET LIGHT LOCATION (TYP.)
i------20' /0' FIRE HYDRANT LOCATION (TYP.)
-,._,,,.,f-~ :--
---~ __ .,,
- ---
Ex. AC PAVEMENT
4" AC/ 6" CL II AB (OR _ _____,,
PER SOILS ENGINEER)
l'
6" MIN.
TYPICAL SECT(ON: BLACK RAIL ROAD
COLL1CTOR STREET (PUBLIC)
T/=6.0
MINIM SECTION 4" AC 16" AB
(f_
l--------------t1/W= 60'·-----------------s
f------~-.30'-----+--l·-------30''---------J
1----10•--,-----20··----+-i----20'·-----~-10··----,
IMPROVEMENTS 'ER IMP. PLAN 397-4
1'
5.5'
2% -" .
---·----------~--~~-_-J .JI
'., I '~
TYPICAL SECT, ,ON: SONGBIRD A VENUE
RESIDE. TIAL STREET PUBLIC)
T/=6. 0
(f_
1--------------~1/W= 56'·-----------------s
1-------28''-------+---l•-------28''--------
1--10· ------.-~---/8·'----1----1-----/8''-----,--/0' ---
5' WIDE -4" PCC SIDEWALK (TYP.)
TYPE "G" CURB 8 GUTTER (TYP.)
STREET LIGHT LOCATION
FIRE HYDRANT LOCA T/ON
5' WIDE -4" PCC SIDEWALK (TYP.)
(f_
f--------------RIW= 56'·--------------i
1-------28''---------4--------28''---------J
>----10''------.-~---18''-------1----~8''-------10''---
llt-------1--,5'
2%
"' :.,: ;;; i:
6' MIN,
8' SEWER MAIN
t\ R' WA TER~A
LJO'MIN,
TYPICAL SECTION: THRASHER PLACE
RESIDENTIAL STREET (PUBLIC)
fOR STORM DRAIN
SEE SHEET 5
DESIGN SPEED 25 MPH T/=5, 0
MINIMUM SECTION 4" AC I 4" AB
--t10
1--
~ (./)//
,I I f-:,,L__,.;...._....1 I Sr. Lr
, I
, I 4 J2
- -_J -, ---=-I
' GCEt,N,'-"'~~~~T~A~vm~~<=----------
5' WIDE -4" PCC SIDEWALK (TYP.)
TYPE "G' CURB 8 GUTTER (TYP.)
, I .. ,,
'l':l ·:3 cc
' -q ' ..J ' L(j
: I "'
I c5
'
r ,_
i;t: I /5 ~ I "'
I I
I I
[iJ
: /4 <5
~ I
I
I /J
I
7
ABBREV/A TIONS
RIW RIGHT OF WAY Cl CURB INLET
ELEV ELEVATION RW RECLAIMED WATER
FL FLOW LINE s SEWER
FP FLOOD PLAIN SD STORM DRAIN
FS FINISHED SURFACE SF GROSS SQUARE FEET
GB GRADE BREAK TC TOP OF CURB
IE INVERT ELEVATION TF TOP OF FOOTING
MH MANHOLE TW TOP Of WALL
NSF NET SQUARE FEET vc VERTICAL CURVE
NTS Nor To SCALE w WATER
p PAD ELEVA T/ON ws WA TER SURf A CE
PC Po/NT OF CURVA TURE
PCR POINT OF CURB RETURN
PCC POINT OF COMPOUND CURVATURE
PRC POINT Of REVERSE CURVATURE
PL PROPERTY LINE
PVI POINT OF VERTICAL INTERSECTION (VC)
RCP REINFORCED CONCRETE PIPE
SEWER LATERAL TABLE
Lor# STATION I.E. @MAIN I.E. @PL
STREET LIGHT LOCATION (TYP.)
FIRE HYDRANT LOCATION (TYP.) 1, 11 71 -7 SECTION A-A
Nor To SCALE
I /6+15
2 15+52
3 /4+92
4 14+3/
328,45
330.83
333./1
335.42
331,60
333.61
335.71
339./4
343,39
111----l'
2% ----...
TYPICAL
4" Cl 4" CL II AB (OR
PER 1SOILS ENGINEER)
1'
5.5'
__ LEVEL LINE -2%--b::2=%~-::I-
'Cl :.,: ~~
L;o, M1N ,
t\R• WAT!i ~A! 6' MIN.
1 8" SEWER MAIN I
SECTl()N: SURFCREST STREET
'
RESIDE. TIAL STREET (PUBLIC)
DESIG SPEED 25 MPH T/=5.0 ,
MINIM SECTION 4" AC I 4" AR I
Z'gpienl ct. reL .SeeLions
THE STRUCTURAL SECTIONS SHOWN ARE fOR QUANTITY PURPO SONLY. THE ACTUAL STRUCTURAL SECTION WILL BE BASED ON
R-VALUE ESTABLISHED IN THE f/ELO. SEE STREET NoTE NO. ON SHEET I.
5' WIDE -4" PCC SIDEWALK (TYP.)
TYPE "G" CURB 8 GUTTER (TYP.)
BENCHMARK:
DESCRIPTION: OC-0179 DISC SET IN WEST ENO OF SOUTH HEADWALL
OF 24" RCP
LOCATION: 0.4 MILE EAST Of INTERSECTION OF LA COSTA AVE.
ANO SAXONY RoAD.
RECORDS FROM: COUNTY Of SAN DIEGO, DEPT. OF PUBLIC WORl(S:
REPORT SV0/06-01, /0//5/85
ELEVATION: 13. 87 DA TUM: M. SL
INDEX MAP
SCALE: l'=/00'
Engineering
Prefessional Civil Engineers and Land Survryors
2080 Wineridge Place, Suite A, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pachellnet
ENGINEER OF WORK
/4 _p 3./ I/()&
MICHAEL LENESH, RCE J789J~ 'DATE
REG, EXPIRES 313//01
Underground Service Alert
CALL: TOLL FREE
1-800-227-2600
THREE WORKING DAYS BEFORE YOU DIG
CAUTION:
REMEMBER THAT THE USA CENTER NOTIFIES
ONLY THOSE UTILITIES BELONGING TO THE
CENTER. THERE COIJLO BE OTHER UT/UT/ES
PRESENT AT THE WORK SITE. THE CENTER
fi?LL INFORM YOU Of 'MIOM THEY WILL
NOT/fY.
5 13+66
6 12+98
7 /2+35
8 11+83
9 11+19
/0 l/+36
II 10+99
338.55
345,42
351.78
357.04
357.44
361,78
365.52
"AS-BUILT"
350.24
357.00
36/,85
362./8
365.62
368,58
A----€:: 7/10/4,10
MICHAB. L. BENESH J DA TE
R. C.E, J189J, REG, EXP. J/Jl/01
1/21/IIJ
DATE
i-----ir----t------------+--+--+--+----1 I 2T I City of Carlsbad 157
ENGINEERING DEPARTMENT ~
~,:::=MPIIO~VEl<::::cll~T~PlA=~;, F,~oR:=. ============~-==~
YAMAMOTO PROPERTY
TYPICAL SECTIONS, INDEX MAP, ABBREV/A TIONS, BENCI/MARJ(
APfflOVEO: GLENN THOMAS Pl/lJIM ,1Y
4-4 en'" d ~ ~ '//,-/_.,_
CITY ENGINEER CIVIL ~56},b7;Jww¥or 1/~~
t-"'DA~TE:-t-,;;;;NIT:::;iAl;-t--------------+--=oA-TE-l--clN_m_Al-1-~DA-TE--J.-IN-,T-IAl-l ~o~.A~WW~8~Y.=· ===;" r~=-=-=-=-~PRoJE-=-==c-=T-No=-,=-=-=-=-::;--;=o.;:l'IA:::WIN=G=M=o, ~
REVISION DESCRIPTION REC~;::2088'~.: CT 04-0/ 4J.J·J OTHER APfflOVAL CITY APPROVAL ,~=· ,. ENGINEER OF WORK
. os·1206
0
J\l::E
OG')
'Tl ~
0, (A)
~
}
---------~~---------,----------,--~
----+ ------+-------•------+------------------!-------•-------•---;------; --•-----------------+-------· --~---: ___ , _____ _
' ' '
' ' ---+-------+-------+---·---+ ---•-----
' ' I '
I I , ' ' -+-------•---, --•------------------·
. ' --•---+---·-------~----.. •---•-----.. :... :......... • . .. 2QQ'.YC ..... :.
--------------·-------• --•---. --·---r---
' ' ' ----•-------•-------------------------
'
, I I I ---------------•-------' -----•---•
~-------~---•---~---·---i ___ \ ___ +---l---·---~-------:---~ --~---;---·---~---·---~---·-------·---:-
. ' ' ' ' ' ' --JJ5·-tG·•·······:·····-·• .. ; .......... •············· · --··--·:·······: ······•· .... •···•
PVI STA = '23+25
..... PVl ELEV= 341, 05
Gi=f./5%, G2=2.50%
' )
No. .
I .
2
3
< )
No . .
I
2
3
4
5
6
1
8
.... ------
'
' □ +-----
I No. -I -------.,.
2 . - - --
' 3 ' ............
. - - -.
'
CENTER LINE DA TA
DEL TA/BEARING RADIUS LENGTH REMARKS
N 0°02'51" W --Cl BLACI( RAIL ROAD
N 02'52'44' E -115.79' Cl THRASHER
20°39'/4" 3/1./8 112.11' Cf/OWN LINE THRASHER
CURB DATA
DELTA/BEARING RADIUS LENGTH REMARKS
N 0°02'51' W -284.06' 6" TYPE 'G' C 8 G
N 02'52'44' E 121.34' • • -
201°56'01' 38.00' /31. 9/' • •
N 25°03'23' W -5/.06' ' •
21°56'08' 100.00' 48.16 ' •
N 02'52'44' E 17.59' • • -
90°00'29' 41./3' 30.00' ' •
89'59'3/" 41./2' 30.00' , •
SEWER 8 WATER C.L. DATA
DELTA/BEARING RADIUS LENGTH REMARKS
N 02°52'44' E -80.83' S-4, CMWD S-5
N 02°52'44' E -159.00' 8' PVC (C900) WATER
-
-
, , •·•···· ... ?'fl'Cll ile: it;t,,_i4_ ~n_i{' ~µ0:i>, .• · .. ········• ··•·•·• ····• •·••····• .·····•·· .............. .
.. ; .. : .... -. •··· . . : ScAIESi1"=40'HoR, 1"=4rVERf . ··•·· ..... ··•·· ....
----; _______________ ' ___ ' _______ ! ___ , ___ ·-------•---------------, ----
' I ' ' -1----· ·····-----•---•---·-----------:---.---------
------------------•
-----"--'----2-=--:1-'-------'---t--~2=-2~--~·-~-23~~.................. 24 25 ~~~-~-'--------2~---···
I 0
'
. _. --='j . -~--w ..
Ex. A.C. DI
21+0 w ----w-----,-
.: __ \'F" -~:;;:.:;::~ •. ·· ....... ',¥ ;;.;~.;:;;.:.~=~~
22+00 Qi
EXIST. /MfflOVEMENTS PER DWG. 335-5
Ex. E.P.
Ex. 8" SEWER
~ s;:s <>:! w
-~-... ~ ... -~ ••• -;;r;.:.z.-:. .•,.-m.-.r:cr.-I ~~:~:··_
4
FOR SEWER MAIN
SEE SHEET 4
: FOR STORM DRAIN
SEE SHEET 5
3
(f)
I
h
13
I Ci
I~
I~ ,~
1~
I 2
I
I
' ,
' ' '
EX. /8', WATER
Ex. /8"' REC. WAT.
I
EXISTING Souo YELLOW
STRIPE ON Cl
25+00
" f5 ~ .... :,,
e; ~ ca
&5 a i "' .,.._
,-.: <.., '() O)K ... -,., :s; ~ G:5'<, 'a:
~::j ~ ~t2 lg
~ vi,
/
/
,,
Underground Service Alert
CALL: TOLL FREE
1-800-227-2600
~Inn: t:;taeA-~nit ~oniJ l SCALE: /•=40'
THREE WORKING DAYS BEFORE YOU DIG
CAUTION:
REMEMBER 71/AT 711[ USA CENTER NOTIFIES
ONLY TI-/OS[ UT/l/TIES BELONGING TO Tl-I[
CENTER. TI-IER[ COULD BE OTHER UT/UT/ES
PRESENT AT Tl-IE WORK SITE. Tl-IE CENTER
Will INFORM YOU OF WHOM THEY Will
NOTIFY.
BENCH. ARK:
DESCRIPTION: OC-0I79 DISC SET IN WEST END OF SOUTH HEADWALL
LOCATION:
RECORDS Fi
ELEVATION:
I.
OF 24' RCP
0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE.
AND SAXONY ROAD.
COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS:
REPORT SV0/06-0I, /0115185
13.87 DATUM: M.S.l.
ENGINEER OF WORK
_cf? ~L!a,
7M,-IC-HA-E.:c-l -;-l.-8;:;-E.:::-NE.=SH::c,-cRC=Ecc3;-:;78:;;:9:;;3;-----DA TE
REG. EXPIRES 3/3//01
END LOCAL DEP .
352. /2 TC -35/, 62 FL
BEG CB
352. 08 TC -35/.25 FL
MOC-BEG LOCAL DEP.
352. /2 TC -35/. 62 FL
4
5
IFoR STORM DRAIN --r--11
SEE SHEET 5
6
I I FOR SEWER MAIN
I i'iS SEE 5/'EET 4 ~ w
I~ l.t
Ex. IMP. PER DWG. 397-4
~ ..:t:
f5 "' "' "'
~ Qj
~',::;:;;,:~: ;:.::;;;;:;;,;;;;:;;s:. .,., . .,,.;";· a 'i t:;
3 ?!fX ,Ml',W'-\j;-+i,:......;!-,-"':,-,--\-
~ -.:(1 11:
~ I ii ... 1 /
s
8
INSTAL STOP LINE, PAVEMENT
LEGEND, RI-/ AND DSN
iii i II i Q:>:,: I ,
w
GRAPHIC SCALE
40 0 20 160 ri-•.;;.a--;.~;;;;;;;:~~t::::::;;;;;;~---I
( IN FEET)
I INCH = 40 FT.
"AS-BUILT"
LOCAL DEPRESSION DETAIL
Nor To SCALE
;;:1-il I I
~111/
! l 1
i I I I I
c:'lnn: Z'~,as~e, CD/nee MtCll~SH I DATE
R.C.E. J189J, IIEG. EXP. J/Jl/01
Engineering
Professional Civil Engineers and Land S urvryors
2080 Wineridge Place, Suite A, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net
SCALE: /"=40'
l-----+--11--------------i---r---r--r~ [TI City E;:£,NG£~::!,sba_~ []J
IMP/IOVEJ1ENT PLANS FOR:
YAMAMOTO PROPERTY
BLACK RAIL ROAD 8 THRASHER PLACE
APPROVED: GLENN THOMAS /'R!JiM dJ-
/4 ~ec:?!:' / ~~ ¢fa~ C!TYENGINffR C'ifirff 1151274~001 • DAIF 1---+----+---.L...------------i--,,-,--,--, ~:;:ORA=WN~B=, .. =-..= ====~~:;-;====;:;PIIO~JEC~r;No~. ===,;;:.=""0.;i;RA;lls;;;;,NG~~N,cco;=-. =i
DATE INITIAL DATE INITIAL DAIF INITIAL CHECKED BY: CT 04 0/ 4JJ-J
REVISION DESCRIPTION c,r• •-V,sL IIEV!Ellf'D Br:_ -ENGINEER OF WO/ill' OTHER Aiffl?VAL , ==
I I
w w
T ~~
:l "" ffi >.'.
Q' "'
"" C) c:, . ~~
Underground Service Alert
CALL: TOLL FREE
1-800-227-2600
<-J "" ~
~ ... ""
TI-IREE 11':lRKING DAYS BEFORE YOU DIG
CAUTION:
REM[MB[R THAT THE USA CENTER NOllf/[S
ONLY 71/0SE UTILITIES BELONGING TO THE
CENTrR. 71/[RE COULD BE 071/ER UT/UT/ES
PRESEN r A r 71/E WORK SI TE. THE CEN T[R
WILL INFORM YOU OF W/-/OM 71/EY WILL
NOTIFY.
I 12 II 10 9
s w s
s s w
16
13 14 15 INSTALL STOP LINE, PAVEMENT
LEGEND, RI I AND DSN
'l;Plnn: .Su,f C,est 6t,eet
BENCHMARJ,.
DESCRIPTION: OC-P/19 DISC SET IN WEST END OF SOUTH HEADWALL
OF 24'RCP
LOCATION:
I ·-
o.4 ,MILE EAST OF INTERSECTION OF LA COSTA AVE.
ANDISAXONY ROAD.
RECORDS FROM: ctr OF SAN DIEGO, DEPT. OF PUBLIC WORKS:
RE-I T SV0/06-01, 101/5185
/3.8( DATUM: M.S.L. ELEVA T!ON."
ENGINEER OF WORK
MICHAEL L. BENESH, RCE 37893
REG. EXPIRES 313//01
DATE
I -__ _/
' ' i'
I I
I I
: I
I
I I
I I
I I
: I
~ 11
L_
2
++--Ex. 18' REC. WATER
,t;,",;i
'\,'\,
t'l-· 'l} lffi-#---,,"----!--i-- - -
I
PROP. STORM DRAIN
SEE SHEET 5
3
3 s
o:'tan: .Semel' main
SCALE: /"=40'
( )
.
No.
I .
2 .
J
4
5
6 .
7
No.
I
2
3
4
5
6
7
9
10
II
12
13
14
---+---
---·---
-------
'
' □ '
' No. ' -------
' I
' ----+---
' 2 ' . -- -'
3 ---+---
4
5
6
7
,
CENTER LINE DA TA
DEL TA/BEARING RADIUS LENGTH REMARKS
N 02'52'44" E -48./0' CL BLACK RA IL ROAD
03°05'03' J00.00' /6./5' CL SURF CREST
N 00'/2'48' W -102.95' CL SURF CREST
!O'J0'24' J00.00' 55.01' CL SURF CREST
N /0°/1'36' E -52.87' CL SURF CREST
!0'42'/8" J00.00' 56.05' CL SURF CREST
N /024'42' E -335.98' CL SURF CREST .
CURB DATA
DEL TA/BEARING RADIUS LENGTH REMARKS
03°05'32" 318.00' 17.16' 6' TYPE 'G' C 8 G
N 00°12'48' W 103.40' 6' TYPE 'G'C8 G
/0°30'24" 282.00' 51.11' 6" TYPE 'G' C 8 G
N /0°17'36' E 52.87' 6" AC TYPE 'A" DIKE
/0'42'32" 59.44' 3/8.00' 6' AC TYPE 'A' DIKE
N 00'24 '42' W 35.31' 6' AC TYPE 'A" DIKE
N 00'24 '42' W 35.31' 6' AC TYPE 'A' DIKE
/0°42'32" .71' 282.00' 6' AC TYPE 'A' DIKE
N /0'!1'36" E 52.87' 6' AC TYPE "A' DIKE
/0°30'24" 3/8.00' 58.3/' 6' TYPE 'G' C 8 G
N 00'!2'48' W 103.40' 6' TYPE 'G'CB G
03°05'32' 282.00' 15.22' 6'TYPE'G'CBG
90°00'00' 41.12' 30.00' 6' TYPE 'G' C 8 G
90°00'0.0" 47.12' 30.00' 6' TYPE 'G' C 8
SEWER 8 WATER C.L. DATA
DEL TA/BEARING RADIUS LENGTH REMARKS
N 2'52'41"E -169.00' 5-4, CMWD S-5
N 02°52 '44' E -48./0' 8' PVC (C900) WATER
03'05'03' 290.00' 15.6/' 8' PVC (C900) WATER
N 00'12'48' W -/02. 95' 8' PVC (C900) WATER
/0°30'24' 3/0.00' 56.84' 8' PVC (C900) WATER
N 10°17'36' E -52.87' 8" PVC (C900) WATER
/0°42'/8" 290.00' 54./8' 8" PVC (C900) WATER
GRAPHIC SCALE
0 20 40 80 160 ~ I I I i
( IN FEET)
I INCH = 40 FT.
"As-BUILT"
A
MICIIAEL l. BENESH • ~DATE
R. C.E. Jl89J, REG. EXP. J/Jl/01
L...---+--1----------------1'----t---t--t---i rn City E:li!1NG£~::J,s bad CI:]
Engineering
Professional Civil Engineers and Land S urvryors
2080 Wineridge Place, Suite A, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net
IMPROVEMENT Pl.ANS FOR:
YAMAMOTO PROPERTY
SURF CREST AVENUE 8 SEWER MAIN
Aff'ROVEO: GLENN THOMAS f'RviM df'
/4 & ~ cC ,? ~~'... r ,6. --, /,_ /112b CITY ENGINEER CIVIL pfjifs(z74 EXF~0/2001 -r 6,,_ TE
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