HomeMy WebLinkAboutDWG 490-4; CT 14-05; MAGNOLIA TOWNHOMES (MAGNOLIA WALK); 01-02:
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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 DOCUMENrs 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 ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY [NG/NEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST 8£ 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. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A SIZE CA T[GORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE 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 REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED 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) COMPACT/ON
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRING/PALLY 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 ENGINEER/NG INSPECTOR UPON COMPLETION OF TH£ FIELD TESTS.
12. A PRFCONSTRIJCVON MEETING SHAii BE Hfl D 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
BY CALLING 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.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION 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 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 8£ 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 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAW$ AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA V/NG GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES 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 [STAR/ ISHW RY THE CONSTRIICTION SAITTY ORDERS TIT/ f 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL 8£ PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WI/ I CFASF IMMWIATfl Y ANO THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TH£ 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 ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M. 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 £NG/NEERING DEPART.MENT 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 THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. A TTENT/ON IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA T/ON 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 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 WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCrtON NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SOC&£ (800)411-734.3
AT&T (800)892-012.3
TIME WARNER CABLE [760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)4.34-2980
*CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
*SAN D/EGU/TO WATER DISTRICT (760)6.33-2650
*LEUCADIA WASTEWATER DISTRICT (760)75.3-0155
*VALLEC/TOS WATER DISTRICT (760)744-0460
"OLIVENHAIN WATER DISTRICT (760)753-6466
*BUENA SANITATION DISTRICT (760)726-[340 x1330
* AS APPROPRIATE
23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" 8£ ADDED TO PROHIBIT
WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA T/SFACTION
OF THE CITY ENGINEER.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS .WLL 8£ DETERMINED AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE
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 THESE 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 LUMINA/R[S SHALL B[ "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4, 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,
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMIN/STRA TIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD
LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS D WC M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER TH[
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
10. STREET UGH TS SHALL BE 5,500 LUMEN ( 40 WA TT) OR 13,700 PUPIL LUMEN
(100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS,
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD [NG/NEERING STANDARDS (LATEST EDITION), VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TEST
EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT
SHALL 8£ OBTAINED FROM THE CITY. IT MUST BE SIGNED ANO APPROVED
BY THE CITY ENGINEER AND SUPERINTENDENT.
J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & 3.
2. 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 AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
J. 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. (760 )438-3891.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TRE[S AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND 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.
7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1"
(UNLESS OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL 8£ 17" X 30" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS
SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO SANITARY SEWERS"
PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPART.MENT OF HEALTH SERVICES.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS 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 "VINYL-IRON" H.D. FOR
C900.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL
REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE
NECESSARY PVC SIZE AND CLASS PIP£ TO INSTALL THE TE£ AT THE STA TIDN.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIP£ AND SECURE IN PLACE
WITH 2-/NCH v\1D£ PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE
TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4 TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VALVE BOXES FOR
BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN
ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24
INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING
EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED
USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING
/NSTALLA TION AND BACKFILL/NG. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED
SHALL BE REPLACED.
TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE .WTH HIGH MOLECULAR
WEIGHT POLYETHYLENE (HMW/PE) /NSULA TION SPECIF/CALLY DESIGNED FOR DIRECT
BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO
ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT
ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
REFERENCE DRAWINGS
SEWER PLANS DWG NO, 141-1
WATER PLANS 145-8 SHT 17
BASIS OF BEARINGS
THE BASIS OF BEARING SHOWN HEREON IS THE CENTERLINE
OF TAMARACK A VE. PER TRACT NO. 10-01 N88'53'43"W
SOURCE OF TOPOGRAPHY
FIELD SURVEY CONDUCTED IN FEBRUARY 2015
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
204-280-26-00 & 204-250-05-00
THE CALIFORNIA COORO/NA TE INDEX OF THIS PROJECT IS
N 2001446.22 £ 6228152,04
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO TH£ CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006
OR LATEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL 8£ REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL 8£
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING, DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA} ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15, SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE P[R
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17, EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
18. 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 8£
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3
OBJECT MARKER SHALL BE 12"X12"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY
METHODS FROM INFORMATION GATHERED ON FEBRUARY ,20~15_
BY OMS CONSULTANTS, INC. ,
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
204-280-26-00 & 204-250-05-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 2001446.22 E 6228152.04
BENCH MARK
DESCRIPTION: 2" PIPE WITH DISK STAMPED "RCE 27616"
LOCATION: APPROXIMATELY 670 FEET ON THE INTERSECTION
OF CHESTNUT AVE. AND LINCOLN ST.
RECORDED: ______________ _
ELEVATION: __ E=L=EV~A=Tl=ON~: 4~1.~44~M-=S.=L. __ QA TUM: 1929
"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 THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM.: DMS CONSULTANTS CIVIL ENGINEER
ADDRESS: --~1=23~7~1 =L=EW~IS~ST~·~S~U~IT~E =2~03~---
C/TY, ST.: ___ G_AR_D_E_N _G_RO_V_E~, _CA_L_IF_OR_N_IA ___ _
TELEPHONE: __ _,_(7~1~4 )~74~0_-~88~4~0 ______ _
BY: ---------c'S=U~R~EN~D-=ER~D~EW~A~N~----DA TE: __ 1~0"-/~03'-'-/~15~----
(NAME OF ENGINEER)
R.C.E, N0,: __ =34~5=59~----------
REGISTRA TION EXPIRATION DA
~110FES ~ ~\ll:.R 11 ~ ;,;
NO. 845
TE: 09/30/2017
OWNER/DEVELOPER :
TMS HIGHLAND INVESTMENTS, LLC
29250 PASEO SEDANO
SAN JUAN CAPISTRANO, CA 92675
TEL. (951) 801-0888
ENGINEER
DMS
CONSULTANTS 1 INC.
C I V I L E N G I N E E R s
12371 Lewis St. #2 3 Garderi Grove CA 92840 P. 714-740-8840 F. 714-740-8842
'""7 (vJV' --'!:>/UJ / 11
SURENDER M. DEWAN RCE 34559 EXP. 9/30/17
&
VICINITY
CITY OF OCEANSIDE
HIGHWAY ?a
0 0 'r '° 'i),
'f-
I'(
MAP
NOT TO
SCALE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSffiUCT/ON OF ALL CUTS AND FILLS, REMEDIAL
GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PEiMANENT
LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND
REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STMDARDS,
SPfCIFICA TIDNS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PIANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING D)CUMENTS,
CURRENT AT THE TIM£ OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 7116 DATED 08/05/15
CITY OF VISTA
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY STRATATECH INC ____ DATED SEPTEMBER 10. 2014
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
CITY OF l_v ~c, SAN MARCOS
,...,)i~.,,,.,,.,_.f'\-r'7/ _J
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED--~-------
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED , (EXEMPTION)
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED
BY OMS CONSULTANTS INC. DATED 04/28/15
PACIFIC
OCEA~
INDEX OF SHEETS
TITLE SHEET
cosr.·
CITY OF ENCINITAS
SYMBOL
WDID NO. -~N~A~----------
/1, STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) PREPARED
BY OMS CONSULTANTS INC. DATED 04/28/15
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOO/ AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION STD. DWG. NO. ~UANTITY
SHEET 1
SHEET 2 SEWER & WATER IMPROVEMENT PLAN & PROFILE ~ EXIST. FIRE HYDRANT
FINISHED FLOOR ELEVATION
FINISHED PAD ELEVATION
PROPOSED DRIVEWAY
ABBREVIATION
TC TOP OF CURB
FL FLOW LINE
FF FINISHED FLOG-:
GFF GARAGE FINISHED FLOOR
FG FINISHED GRADE
FS FINISHED SURFACE
INV INVERT
co CLEAN OUT
TOP TOP OF PIPE
BO · BLOW OFF
CARL AD MUNICIPAL WATER DIST G-'f//
BY:
.9Y't1TG ENGINEER
DATE
E~ RCE
43.00FF
42.50PAD
~
PROPOSED SIDEWALK
SDRSD G-14A
SDRSD G-11
--I2"SD 12" SOR 35 DRAIN PIPE PER SEPARATE PLANS
PER SEPARATE PLANS
PER SEPARATE PLANS
PER SEPARATE PLANS
PER SEPARATE PLANS
PER SEPARATE PLANS
PER SEP ARA TE PLANS
--6"SD ==== 6" SOR 35 DRAIN PIPE
--4"SD 4" SDR 35 DRAIN PIPE
•& REAR YARD DRAIN INLET
11111!1 CATCH BASIN TYPE I
U --STORM DRAIN CLEAN OUT
,,,,-, ... ,,.,-,v-,, .. .,,. RET. WALL/BLOCK WALL
--8"S---
SMH G
SMH G
co 0
--6"W--
----n-®
~
~
PROPOSED 8" PRIVATE SEWER MAIN (SOR 35) CITY STD S-5
PROPOSED PUBLIC SEWER MANHOLE CITY STD S-1
PROPOSED PRIVATE SEWER MANHOLE CITY STD S-1
PROPOSED PRIVATE SEWER CLEANOUT CITY STD S-6
PROPOSED 8" PVC C-900 WATER MAIN (DR 18) CMWD W-2
PROPOSED 6" PVC C-900 WATER MAIN (DR 18) CMWD W-2
2" WATER SERVICE W/2" WM (MAX. GPM 160) CMWD W-4
6" DOUBLE DETECTOR CHECK VALVE CMWO W-22
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
8"x6" REDUCER
CONC. THRUST BLOCK
2" BLOW OFF ASSEMBLY
TRENCH RESURFACE
6" CURB & GUTTER-TYPE G
FULL DEPTH AC-1' WIDE, 1' DEEP
SEWER LATERAL
RIGHT OF WAY
PER SEPARATE PLANS
PER SEPARATE PLANS
PER SEPARATE PLANS
PER SEPARATE PLANS
PER SEPARATE PLANS
CITY STD GS-25
SDRSD G-2
CITY STD GS-12
CITY STD S-7
CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" ~ REQUIREMENTS
283 SF.
740 SF.
295 LF.
1 EA.
2 EA.
18 EA.
168 LF.
103 LF.
EA,
1 EA.
45 LF.
134 LF.
134 LF.
16 EA.
12.. [ L6 t I~ NO. OF F.H.(S) ~ FLOW\k1£G.P.M. OUT OF_[_F.H.(S)
BLDG SPRINKLED YE 1/NO. , , , F.FLOW \(,~G.P.M. RCE si S'>7 EXP. ~ J3o /2 I DATE c-: C .. ··•. ;;i.,/ 'J-f3/ l 7 C ,;::•~') REVIEW~ i DATE~ I/~ {z.o ---r HAL ~·
I '3 1 '1 S'S J2t INSPECTOR DATE
•11,s/19 fl7 A-S-J,UILT, fJELEff/7 IIIJJ.VihiL/7 A-,5{,EM/3L'(-K,EVJf,f:/7 I SH1EET I CITY OF CARLSBAD I SH~ETS I
LtJCATJtJN ,:,F ~UHP P/.1/1/P A C/JK/3. ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
MAGNOLIA TOWNHOMES
(MAGNOLIA WALK)
763 AND 7 49 A & B MAGNOLIA A VENUE. CARLSBAD. CA 92008
ROW2017-0010
APPROVED: (L II i/.J , JASON GE_DERT _._,_,.r I I 1/1 r ,iz.~/zo1 CJ:.
CITY ENGINEER' PE 63912 EXPIRES 9/30/18 ,-ATE
OWN BY: H.N.
I
PROJECT NO.
I
DFAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ?PJ REVISION DESCRIPTION CT 14-05 490-4 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
.
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58
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-
FL GB,R/W GB
30'
II 24' 6'
--
46' I
I
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PROPOSE CURB
R\W
6'-SIDEWALK
& GUTTER ~ ~
';...1i:;;=:::i=:, '.:::·2"~-:'7·.~·
. :.~
FULL DEPTH AC
SECTION A-A
NTS
58.B0FF
58.13PAD
58.80FF
58.13PAD
GRAPHIC SCALE
10
i 'l_J i
( IN FEET )
1 inch = 10 ft.
20
!
58.80FF
58.13PAD
" "-~~
58.80FF
58.13PAD
58.80FF
58.13PAD
713
If_
60
58
56
54
52
50
48
7 ;;/
---~ll/ift-:'-----f---H 5-E LEC. METERS 5-GAS METERS
Pi on .3 Plan .3
/
/ -
.
r
-4"SO-----
V
V
1,
a, .....
~
58.00FF
57.33PAD
NOTE:
ALL ON SITE WATER LINE "PRIVATE"
EXISTING SINGLE FAMILY HOMES
58.00FF
57.33PAD
58.00FF
57.33PAD
fil
• . .
58.00FF
57.33PAD
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------14-ELEC. METERS
f~~~~~==J~Sk=-==----~~.!=&~1~~~P=la:;n ~2=~~4
-JG~AS~rMEiT~E""R~Si~~;~~~~~~~~t~~--,-P-la_n _2c!...P,-la_n _2 -,---!,,,;,=""-I ~I S~H2~EE~T~I ~C~I~T=-Y~O::;;::;F~C=A=R=L=S=B=A=D::::::'...:l=S=HE~E=TS=:I ' , , = ENGINEERING DEPARTMENT
O"J/0,/1, -!>V A~·/3UILT. TJELETEP 11A!llf<Jl/l 11551:MIJLY llEv/t,..fJ.,_ __ f----+---+----1 IMPROVEMENT PLANS FOR:
L(!C,4Ttd/J tJF 5IIMP PUMP ,!,,Cl/.m. MAGNOLIA TOWNHOMES ENGINEER DMS
II
(MAGNOLIA WALIK)
763 AND 7 49 A &: B MAGNOLIA A VENUE, CARLSBAD, CA 92008 .
CONSULTANTS, INC.
C I V I u
12371 Lewis St #203 arden Grove CA. 9284C P. 71!--740-8840 F. 71 4-740-8842
ENGINEERS
APPROVED: 1/4 0 / (..,t,f; JASO~~L_&~q.,
CITY ENGINEFY PE 63912 EXPIRES 9/30/18 'DATE
11
SURENDER M. DEWAN RCE 34559 EXP. 9/30/17
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: H.N. I PROJECT NO. I D!AWING NO.
CHKD BY: ~ CT 14-05 490-4 RVWD BY:
,
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