HomeMy WebLinkAboutDWG 534-1; SDP 2018-0004; ROMERIA POINTE APARTMENTS; 01-04MBIAM
GENERAL NOTES
I. 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
ST AND ARDS 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 OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER 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 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 $2,000,000.00 FOR
EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY
MUST HAVE A RATING Of "A-" OR BETTER ANDA SIZE CATEGORY Of CLASS VII OR
BETTER AS ESTABLISHED BY "BESTS" KEY RATING 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 DATE 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 DRAWINGS 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) 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 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 OTHER\VISE. 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 CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 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 SHOWING THE
DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER
PROTECTION FROM THE HAZARD OF CAVING 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
ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA
ADMINISTRATNE 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. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION. OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL
THE PERMITTEE HAS RECENED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO
DOSO.
18. 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 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 ENGINEERING DEPARTMENT COUNTER.)
19. 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.
20. IMPORT MATERIALSHALLBEOBTAINED FROM,ANDWASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON
THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH Of THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE 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 f ACILITIES OR STRUCTURES NOT SHOWN.
22. 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.
23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOV.') AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) 811
SDG&E
AT&T
SPECTRUM CABLE
COX COMMUNICATIONS
(800)411-7343
(619)237-2787
(800)227-2600
(619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
LEUCADIA WASTEWATER DISTRICT (760)753-0155
24. TN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
OF THE CITY ENGINEER.
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS WILL 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
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 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. 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 ADMINISTRATIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD
LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF
WORK OF THIS PLAN PER SDRS DWG Ml 9.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL
BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND
SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT)
HIGH EFFICIENCY INDUCTION LIGHTS.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST
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.
3. 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 TREES 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 VALVE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE l" AND ALL METERS SHALL BE I" (UNLESS
OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17'' X 30" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).
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 AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT 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 PIPE TO INSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE
WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM I 0-FOOT INTERVALS. WIRE
TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN
TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE 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 INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT,
OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED
COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW /PE)
INSULATION SPECIFICALLY 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.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I MIN. 2 WEEKS PRIOR TO ANY
SCHEDULED WATER SHUTDOWN.
CITY TRAFFIC ENGINEER APPROVA L
BY: DATE: ---------------
Leucadia Wastewater District
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER
Dexter S. Wilson, PE
Dexter \Vilson Engineering, Inc.
Finn
(33692 4/2412023
RCE Date
6/30/2024
Exp. Date
SIGNING AND STRIPING NOTES
I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD
2003 REVISION I, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD
SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE
SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATNE, PRIOR TO INSTALLATION.
4. ANY DEVTA 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 BE REFLECTIVE PER CALTRANS
SPECIFICATIONS. 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 BE 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 LATESTVERSIONOFTHECALTRANS
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 I, AS AMENDED FOR USE IN CALIFORNIA) AND 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 I , AS
AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE
PER 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
AVENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED
BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING
TO BE RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMl-3
OBJECT MARKER SHALL BE 12"Xl2"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS
FROM INFORMATION GATHERED ON SEPTEMBER 21, 2017 BY MLB ENGINEERING.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS 216-300-12 & 13.
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 336197 E 1695 177
Benchmark:
DESCRIPTION: CLSB020
ROD W/CAP STAMPED LS 6215 SET 220' W. ROMERIA STREET ON S. SIDE OF LA COSTA
AVENUE. 5' BACK OF CURB.
LOCATION: LAT 33°05'08.34848"N LONG I I 7°l4'42.99942 W
FROM THE INTERSECTION OF ROMERIA STREET AND LA COSTA A VENUE GOW. ON LA
COSTA 220' TO THE POINT ON THE LEFT. MONUMENT IS ON S. SIDE OF LA COSTA AVENUE. 5'
BACK OF CURB.
RECORDED: ROS 17271
ELEVATION: 106.414 DATUM: NGVD 29
"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 SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
ROBIN B. HAMERS & ASSOCIATES, INC.
CIVIL ENGINEERS
234 E. 17TH STREET, SUITE 205
COSTA MESA, CA 92627
949 548-1192
*
----1 BY: ---;:-c= -=c;-c=~-~~==--_DATE: __ 4_/ 4_/_23 __
MICHAEL BENESH, RCE 37893
POST CONSTRUCTION BMP TABLE
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH 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. THIS SET OF PLANS
4. RESOLUTION NOS. 7377 DATED 11/17/20 & 2220-223 DATED 7/15/20.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOSOILS, INC. DATED NOVEMBER 21, 2017, NOVEMBER 14, 2007,
FEBRUARY 22, 2007, OCTOBER 13 , 2006, JULY 26, 2006, JULY 21 , 2006, MARCH 8, 2005, & SEPTEMBER 27, 2004.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
8. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY ROBIN B. HAMERS & ASSOCIATES, INC. DATED 1/ 3/23.
9. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS
CONSTRUCTION SITE BMP MANUAL.
SHEET INDEX
SHEET No. Title
TITLE SHEET
2 LWD NOTES
3 GIBRALTAR STREET
4 ROMERTA STREET
SEE DWG. No. 534-IA FOR EROSION
CONTROL/SWPPP
Reference Drawings:
169-4
Basis of Bearings:
THE BEARINGS SHOWN HEREON ARE BASED ON LA COSTA SOUTH
UNIT NO. 5, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 6600,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, MARCH 10, 1970.
Project Address:
7527 ROMERIA STREET
CARLSBAD, CA 92009
Owner/Developer:
BNR INVESTMENT & DEVELOPMENT, LLC
ATTN: MR. RAM SETY A
23800 VIA DEL RIO
YORBA LINDA, CA 92887
(714) 692-9120
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY \~~ ,~t p
I J ~ I/ '_/ NOT TO
< ~ r. ~ SCALE
. c;, ~67
,; ~ 0 '<' c~41;"-'
VISTA
DESCRIPTION
PROPERTY LINE
CENTERLINE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING CURB & GUTTER
REMOVE EXISTING CURB, GUTTER
AND SIDEWALK; CONST. P.C.C.
DRIVEWAY ( W~25', X~3')
REMOVE EXISTING SIDEWALK AND
SPANDREL AND RECONSTRUCT PER
DETAIL SHEET 3.
CONSTRUCT CURB RAMP TYPE-C PER
DETAIL SHEET 3.
CONSTRUCT 6" P.C.C. CURB &
GUTTER
CONSTRUCT P.C.C. SIDEWALK
CONSTRUCT CURB OUTLET
CONSTRUCT STREET LIGHT
CONSTRUCT 8" PVC (SDR-35)
SEWER
RECHANNEL EXISTING MANHOLE
BASE PER DETAIL SHEET 3.
CONSTRUCT 8" SEWER CLEANOUT
REMOVE EX. 8" AC WATER MAIN TO
NEAREST JOINTS, INSTALL 8" P.V.C.
C-900 (CL 200) WATER MAIN
INSTALL 8" P.V.C. C-900 (CL 200)
WATER MAIN & 8"x6" TEE
WffHRUST BLOCK / 6" G.V. & 4"x6"
REDUCER
CONST. 4" P.V.C. C-900 (CL 200) FIRE
SERVICE W/4" DCDA ~ \ \jl «-0~1TY OF CONST. 2" WATER SERVICE & METER
.\ y Ro,o ~ SAN MARCOS 1 l "1r y " GA ) CONST. 2" R.P. BACKFLOW DEVICE '\~ . '3/ L, REMOVE EXIST. 8" TEE & 8" G.V.'S <... Gibrnhm ~ .--'--CONST. 8" TEE w/2 @ 8" GATE VALVES A ·· _.· r-c=-.. 0;t Site I WITH THRUST BLOCKS
PACIFIC
OCEAN \r 1.., Cos~. l-/ A VE SA WCUT AND REMOVE EXISTING
v-c-§> ('....~-Romeria PAVEMENTl'\VTDEANDREPLACE
'i; J! WITH FULL DEPTH A.C. PAVEMENT. ~
!.....J-......7'=---.-4 L.\_
CITY OF ENCINITAS ~,~ ~
TOTAL LOT AREA~ 0.712 ACRES
TOTAL DISTURBED AREA~ 0.582 ACRES
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS)
TOTAL REPLACED IMPERVIOUS AREA~
TOTAL PROPOSED IMPERVIOUS AREA~
1,583 SF
1,583 SF
CONSTRUCT TRENCH RESURFACING
LEGEND
DWG. No.
CITY STD GS-12 &
SDRSD G-l4A
SDRSD G-12
SDRSD G-29 & G-30
SDRSD G-02
SDRSD G-07
SDRSD D-25
SDRSD E-1
LEUCADIA
WASTEWATER
DISTRICT S-11
LEUCADIA
WASTEWATER
DISTRICT S-3
LEUCADIA
WASTEWATER
DISTRICT S-25
CMWDW-2
CMWD W-19, CMWD
W-21
CMWDW-9
CMWDW-4
CMWDW-6
CMWDW-21,CMWD
W-19
CITY STD. GS-26.
SYMBOL ---------------------------,v----------s -----
I
I: IQ! ~
s
0
•
-----w-----
1"' >----,v -----
----w---~ii;:J
{ BF
-0
..L
METER
==:zi
"AS BUILT"
RCE ___ _ EXP _____ _
REVIEWED BY:
INSPECTOR
QUANTITY
830 S.F.
364 S.F.
1 EACH
32 L.F.
440 SF
2 EACH
1 EACH
30 L.F.
I EACH
I EACH
26 LF
2 EACH
2 EACH
2 EACH
2 EACH
1 EACH
208 S.F.
1,180 SF
DATE
DATE
STORM WATER REQUIREMENTS THAT APPLY:
□ STANDARD STORMWA TER REQUIREMENTS
(JO PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM
TRASH CAPTURE?
EXEMPT FROM
HYDROMODIFICA TION9
lt---+------,------------t----t---t---i-------i I SHIEET I CITY OF CARLSBAD I SHE4ETS I
ENGINEERING DEPARTMENT
~IM=P==R==o==VE:::::,,:M:::E=N==r=P==L=A=N==S:::::;FO:::R::::========--====
TYPE DESCRIPTION OWNERSHIP
□ YES (JO NO
MAINTENANCE
AGREEMENT
t]j ;~s
SHEET NO. MAINTENANCE
FREQUENCY
/1\
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
ROMERIA POINTE APARTMENTS
7527 ROMERIA STREET, CARLSBAD, CA
TITLE SHEET
ROW 2021-0810
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 639 12 EXPIRES 9/30/24 DATE
DWN BY: _,•v=,n __
CHKD BY: __ _
RVWD BY:
PROJECT NO.
SDP 2018-0004
DRAWING NO.
534-1
PLAN DATE: 4/ 4/23
DocuSign Envelope ID: 3928D55E-305D-4E2B-A81B-C71CF6723324
6/28/2023
PLAN DATE: 4/ 4/23
SDP 2018-0004
4
ROMERIA POINTE APARTMENTS
7527 ROMERIA STREET, CARLSBAD, CA
LWD NOTES
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
2
STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS AND STAND-ALONE
LATERAL PLANS
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, LWD APPROVAL
OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK,
OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM ALL DESIGN,
MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LWD SEWER
STANDARD SPECIFICATIONS AND TO THE REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE
REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF
CONFLICT THE LWD SEWER STANDARD SPECIFICATIONS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY OSHA SAFETY ORDERS
AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL
TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS THE CONTRACTOR
SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE
JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF THE
CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE
DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK
THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE
ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A PRIOR TO
BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR
TO CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A APPROVAL OF THIS PLAN
BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE
LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND
UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD ALL REVISIONS TO
DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR
TO CONSTRUCTION.
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY CONNECTIONS
TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT
PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR
ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL
UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO ALL SERVICE
LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS
OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
11. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT A 2-INCH HIGH "S"
SHALL BE INSCRIBED ON THE CURB FACE AT S" SHALL BE INSCRIBED ON THE CURB
FACE AT SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY
THE CONTRACTOR.
12. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. ALL LATERALS
SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
13. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, ALL SEWERS AND
LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND
TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION
FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION
OF ALL OTHER UTILITIES AND UTILITY LATERALS.
14. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE ALL SEWERS AND
LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD
INSPECTOR PRIOR TO BACKFILL.
15. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO ALL NEW
CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE
MADE BY INSTALLING NEW MADE BY INSTALLING NEW MANUFACTURED WYES.
FOR INSTALLING NEW MANUFACTURED WYES, MANUFACTURED WYES, STANDARD
BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE
ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING
SEWER. GASKETED PVC SADDLE WYES MAY BE USED FOR EXISTING SEWER MAINS
10-INCHES AND LARGER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE
IN ACCORDANCE WITH LWD STANDARD DRAWING S-32.
16. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER FOR CONNECTION
OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8-INCH DIAMETER CONTRACTOR
SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED SEWER SADDLE
WYE PER STD. DWG. S-32.
17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM IF NECESSARY
DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER
SHALL BE TEMPORARILY PLUGGED AND BY-PASSED. A BY-PASS PLAN IN
ACCORDANCE WITH LWD STANDARD DRAWING S-32 MUST BE REVIEWED AND
APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARY
PLUG.
18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR FOR CONNECTION
OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC
MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING
REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO
CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION
OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY
ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED
TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY
SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL
BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT
ENGINEER.
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO
EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO
PVC, A FERNCO SERIES 5000 COUPLING OR APPROVED EQUAL SHALL BE USED. THE
CONNECTION SHALL BE CONCRETE ENCASED A MINIMUM 12" ON EACH SIDE OF THE
COUPLING.
20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME
NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF
THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE
DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN
UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE
MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT
ENGINEER PRIOR TO THE START OF CONSTRUCTION.
21. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER
CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365
DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO
FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME.
THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT
ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY)
AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE
WORKING AROUND LWD FACILITIES.
22. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO
PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE
CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES,
THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND
CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE
SATISFACTION OF LWD AT NO COST TO LWD INCLUDING INSPECTION AND ANY
BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED
IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND
DRAWINGS. SUBMIT DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR.
23. 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING THE
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS;
CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED
SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A
SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE
WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND
PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY
THE CONTRACTOR.
24. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONTRACTOR
SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN
THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES.
25. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION CONTRACTOR
SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS,
OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED.
534-1
ROW 2021-0810
MB
MBIAM
lf---+--+---------------t----t---+---+------1 LJ I CITY OF CARLSBAD 11 ~
IMPROVEMENT PLANS FOR:
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: ---1 PROJECT NO.
1
DRAWING NO. CHKD BY: __ _
RVWD BY: ~--------
DocuSign Envelope ID: 3928D55E-305D-4E2B-A81B-C71CF6723324
6/28/2023
S
S
PROPOSED 8" SEWER
(PRIVATE)
EX. SEWER MH #10-1870
INSTALL EPOXY LINING PER DIVISION 2 PART 5
OF LWD STANDARD SPECIFICATIONS.
EX. 8" VCP SEWER PER DWG 169-4
EX. CURB, GUTTER &
SIDEWALK PER DWG 69-4
30
'
20
'
10
'
30
'20
'
6'
EX. TREE TO REMAIN
PROTECT IN PLACE
EX. CURB, GUTTER & SIDE
W
A
L
K
EX. ST. LT.
8%
2%
EX. 24" SD PER DWG 169-4
(5
5
.
8
7
)
T
C
(5
5
.
1
2
)
F
L
(4
8
.
9
)
I
N
V
E
X
.
8
"
S
E
W
E
R
(
5
6
.
0
8
)
T
C
(
5
5
.
5
7
)
F
L
(5
6
.
6
9
)
T
C
(5
6
.
2
2
)
F
L
(5
7
.
9
8
)
T
C
(5
7
.
4
8
)
F
L
(5
9
.
5
9
)
T
C
(5
9
.
0
9
)
F
L
(60
.
0
7
)
FL
(
6
0
.
6
2
)
F
L
(62.
1
4
)
T
C
(61.
6
4
)
F
L
(
5
5
6
.
8
4
)
T
C
(
5
5
.
0
2
)
F
L
0+0
0
R
O
M
E
R
I
A
=
14+
1
4
.
1
0
G
I
B
R
A
L
T
A
R
0+05.04 B
C
CURB RETURN DATA
D=97°19'30"
R=30.00'
L=50.96'
1
2
+
4
3
.
7
8
C
O
N
S
T
.
8
"
P
V
C
S
D
R
-
3
5
S
E
W
E
R
L
A
T
E
R
A
L
J
O
I
N
E
X
.
M
.
H
.
&
R
E
C
H
A
N
N
E
L
B
A
S
E
4
2
.
0
8
I
N
V
.
CO
N
S
T
.
8
"
C
L
E
A
N
O
U
T
51
.
3
8
I
N
V
1
2
+
4
3
.
8
C
O
N
S
T
.
C
U
R
B
O
U
T
L
E
T
T
Y
P
E
A
S
D
R
S
D
D
-
2
5
(
D
=
8
"
,
W
=
3
'
,
5
5
.
9
0
I
N
V
)
13+
3
2
.
1
C
O
N
S
T
.
C
U
R
B
O
U
T
L
E
T
T
Y
P
E
A
SDR
S
D
D
-
2
5
A
(
D
=
1
0
"
,
w
=
3
'
,
5
8
.
4
0
I
N
V
)
5
8
.
1
5
F
L
55
.
6
6
FL
EX. 8"
V
C
P
S
E
W
E
R
EX. 8" AC WATER
(DWG. 169-4)
0+57.69 CONSTRUCT STREET
LIGHT PER SDRSD E-1
0+58.69
ECR
1
3
+
6
4
.
0
4
B
C
R
REMOVE SIDEWALK, AND CURB & GUTTER
TO NEAREST JOINTS. RECONSTRUCT P.C.C.
SIDEWALK PER SDRSD G-07, RECONSTRUCT
CURB & GUTTER PER SDRSD G-2.
SIDEWALK AND CURB CONCRETE TO
MATCH COLOR AND TEXTURE OF
ADJACENT CONCRETE.
EXIST. F.H.
PROTECT IN PLACESAWCUT AND REMOVE EXISTING
PAVEMENT 1' WIDE AND REPLACE
WITH FULL DEPTH A.C. PAVEMENT
14
13
12
SAWCUT AND REMOVE EXISTING
PAVEMENT 1' WIDE AND REPLACE
WITH FULL DEPTH A.C. PAVEMENT REMOVE SIDEWALK, AND CURB &
GUTTER TO NEAREST JOINTS.
RECONSTRUCT P.C.C. SIDEWALK
PER SDRSD G-07, RECONSTRUCT
CURB & GUTTER PER SDRSD G-2.
SIDEWALK AND CURB CONCRETE
TO MATCH COLOR AND TEXTURE
OF ADJACENT CONCRETE.
2%
SEE CURB RETURN DETAIL BELOW
SAWCUT AND REMOVE EXISTING
PAVEMENT 1' WIDE AND REPLACE
WITH FULL DEPTH A.C. PAVEMENT
SAWCUT AND REMOVE EXISTING
PAVEMENT 1' WIDE AND REPLACE
WITH FULL DEPTH A.C. PAVEMENT
EX. CROSS GUTTER
PROTECT IN PLACE
SA
W
C
U
T
A
N
D
R
E
M
O
V
E
E
X
I
S
T
I
N
G
PA
V
E
M
E
N
T
1
'
W
I
D
E
A
N
D
R
E
P
L
A
C
E
WIT
H
F
U
L
L
D
E
P
T
H
A
.
C
.
P
A
V
E
M
E
N
T
14+24 REMOVE EXIST. 8" TEE & 8" G.V.'S
CONST. 8" TEE w/2 @ 8" GATE VALVES
WITH THRUST BLOCKS PER CMWD W-21
& W-19
EX. 6" AC
W
A
T
E
R
(DWG. 1
6
9
-
4
)
TRENCH REPAIR PER
CITY STD. GS-26 (TYP)
(60
.
1
3
)
FS
(6
0
.
1
9
)
FS
Scale: 1"=10'
OR
I
G
I
N
A
L
S
C
A
L
E
:
PLAN DATE: 4/ 4/23
4
ROMERIA POINTE APARTMENTS
7527 ROMERIA STREET, CARLSBAD, CA
GIBRALTAR STREET
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
3
4/ 4/23LIVIC
REE
N
I
G
NE
L
ANOISSEFORPDERETSIGER
R
HB
PREPARED BY:
ROBIN B. HAMERS & ASSOC., INC.
CIVIL ENGINEERS
234 E. 17TH STREET, SUITE 205
COSTA MESA, CA. 92627
(949) 548-1192
MICHAEL BENESH, R.C.E. 37898 DATE
13
+
6
4
.
0
4
B
C
R
(5
9
.
5
9
)
T
C
-
(
5
9
.
0
9
)
F
L
MID
P
T
C
.
R
.
0" C
F
-
6
0
.
5
9
F
S
0+5
8
.
6
9
E
C
R
(62.
1
4
)
T
C
-
(
6
1
.
6
4
)
F
L
1/4
D
60.
1
1
T
C
-
5
9
.
6
1
F
S
0
"
C
F
6
0
.
5
5
F
S
0" C
F
60.6
3
F
S
10%
3/4 D
61.31
T
C
-
6
0
.
8
1
F
S
59
.
4
6
F
L
(6
0
.
0
7
)
FL
CURB RETURN DETAIL
SCALE: 1"=10'
GIB
R
A
L
T
A
R
S
T
R
E
E
T
R
O
M
E
R
I
A
S
T
R
E
E
T
EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. CROSS GUTTER
CONST. SIDEWALK
PER SDRSD G-7
EXIST. CURB & GUTTER EXIST. CURB & GUTTER
CONST. SPANDREL
PER SDRSD G-12 TO THE
NEAREST JOINT
CONST. TRUNCATED
DOMES PER SDRSD
G-30
CONST. SIDEWALK
RAMP PER SDRSD G-27
OMIT CURB
SDP 2018-0004 534-1
ROW 2021-0810
MB
4%
8%
61.
1
3
FS
(
5
9
.
7
0
)
F
S
6
0
.
2
7
F
S
61.0
5
FS
(62.25)
FS
REMOVE SIDEWALK TO NEAREST JOINT.
PROVIDE TRANSITION PANEL FROM NEW
CONSTRUCTION TO EXISTING SIDEWALK.
MATCH EXISTING COLOR AND TEXTURE
REMOVE SIDEWALK TO NEAREST JOINT.
PROVIDE TRANSITION PANEL FROM NEW
CONSTRUCTION TO EXISTING SIDEWALK.
MATCH EXISTING COLOR AND TEXTURE
Feet
0 10 20
EX
.
8
"
S
E
W
E
R
(42
.
0
8
)
I
N
V
0+
0
0
E
X
.
M
A
N
H
O
L
E
(5
6
.
2
6
)
R
I
M
0+
0
2
B
E
G
.
8
"
P
V
C
S
E
W
E
R
42
.
2
8
I
N
V
0+
3
2
G
.
B
.
51
.
3
8
I
N
V
0+
3
2
8
"
C
.
O
.
57
.
3
R
I
M
R/WC.L.
EX
.
8
"
W
A
T
E
R
(5
1
.
4
)
I
N
V
CONST. 30'
8" PVC SEWER
(PRIVATE)
s=0
.
3
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EXIST. 8" SEWER
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RECHANNEL EXIST.
MANHOLE BASE PER
LWD STD. DWG. S-3
EXIST. MANHOLE
MANHOLE BASE STA 12+43.78 DETAIL
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0+58.69 E.C.R. MATCHLINE - SEE SHEET 4
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IMPROVEMENT PLANS FOR:
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DA TE
1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
D'M'J BY: ---PROJECT NO. DRAWING NO.
CHKD BY: __ _
RVWD BY:
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6/28/2023
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1+51.5 EXIST. 1.5" WATER SERVICE & EXIST. 1" METER TO REMAIN
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BACKFLOW PER CMWD W-6
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INSTALL 8" P.V.C. C-900 (CL 200) WATER MAIN & 8"x6" TEE
W/THRUST BLOCK PER CMWD W-19 / 6" G.V. & 4"x6" REDUCER/
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1
SAWCUT AND REMOVE EXISTING
PAVEMENT 1' WIDE AND REPLACE
WITH FULL DEPTH A.C. PAVEMENT
SAWCUT AND REMOVE EXISTING
PAVEMENT 1' WIDE AND REPLACE
WITH FULL DEPTH A.C. PAVEMENT
&
W
-
1
9
TRENCH REPAIR PER
CITY STD. GS-26 (TYP)
CONTRACTOR TO POTHOLE EXISTING WATER MAIN AND
ADJUST SERVICE LOCATIONS TO MINIMIZE PIPE REPLACEMENT.
CONTRACTOR TO POTHOLE EXISTING
WATER MAIN AND ADJUST SERVICE
LOCATIONS TO MINIMIZE PIPE
REPLACEMENT.
METER
BF
METER
BF
EX. TELE. BOX
(6
9
.
4
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T
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8
.
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0
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F
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T
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89.60
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BF
TRENCH REPAIR PER
CITY STD. GS-26 (TYP)
65.
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B
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Scale: 1"=10'
OR
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:
PLAN DATE: 4/ 4/23
4
ROMERIA POINTE APARTMENTS
7527 ROMERIA STREET, CARLSBAD, CA
ROMERIA STREET
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
4
4/ 4/23LIVIC
REE
N
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L
ANOISSEFORPDERETSIGER
R
HB
PREPARED BY:
ROBIN B. HAMERS & ASSOC., INC.
CIVIL ENGINEERS
234 E. 17TH STREET, SUITE 205
COSTA MESA, CA. 92627
(949) 548-1192
MICHAEL BENESH, R.C.E. 37898 DATE
SDP 2018-0004 534-1
ROW 2021-0810
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ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DA TE
D'M'J BY: ---PROJECT NO. DRAWING NO.
CHKD BY: __ _
RVWD BY:
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a
DocuSign Envelope ID: 3928D55E-305D-4E2B-A81B-C71CF6723324
6/28/2023