HomeMy WebLinkAboutDWG 546-4; CT 2022-0001; HOPE APARTMENTS; 01-09SITE
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1 TITLE SHEET / NOTES
2 DETAILS
3 DETAILS AND SECTIONS4 GRAND AVENUE IMPROVEMENTS5 GRAND AVENUE IMPROVEMENTS6 GRAND AVENUE IMPROVEMENT PLAN P&P
7 GRAND AVENUE DRY UTILITY PLAN & HOPE AVENUE UTILITY PLAN
8 CARLSBAD VILLAGE DRIVE IMPROVEMENT PLAN
9 BUS STOP DETAILS AND SECTIONS
EG = EXISTING GRADE
FS = FINISHED SURFACE
FG = FINISHED GRADEFL = FLOWLINEFF = FINISHED FLOORGF = GARAGE FACEIE = INVERT ELEVATION
LA = LANDSCAPE AREA
TC = TOP OF CURB
TG = TOP OF GRATE ELEVATION
TP = TOP OF PIPERJ = RESTRAINED JOINTRIM = TOP OF RIM ELEVATIONEXISTING GRADEFYSB = FRONT YARD SETBACK
RYSB = REAR YARD SETBACK
SYSB = SIDE YARD SETBACK
ABBREVIATION:SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING
CMWD - CARLSBAD MUNICIPAL WATER DISTRICT
* NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD
4
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS\3802-CV-IP-01-TITLE.DWG
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBADREGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPALCODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONALDOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER INRESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROMRESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURINGCONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FORAPPROVAL.4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THEPUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN
THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCECOMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORYOF 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 OTHERAPPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOTCONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITYENGINEER, 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 CITYENGINEER.
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 SITEAT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARYSHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BYA PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THEFIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITYENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THEWRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITYENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BEATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION,
SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALLSCHEDULE 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 AVAILABLEPRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BYCALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTIONREQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS
NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE.REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN,CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELYRESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTHSTANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TOTHE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACINGSLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OFCAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPEINSTALLATION 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 ADMINISTRATIVE CODE, THE PLAN SHALL
BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHAEXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAMAND BLASTING PERMIT.
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURINGCONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THECITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN
AUTHORITY FROM THE CITY ENGINEER TO DO SO.
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 LIMITEDTO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NOEARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (ALIST 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 INSPECTOR FORAPPROVAL 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 ADJACENTSTREETS AS A RESULT OF THE GRADING OPERATION.
20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, ASITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OFTHE GRADING OPERATION.
21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THECONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION ISCALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOTSHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR ISREQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THEPLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND ANDUNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TOPERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONSARE IN CONFLICT WITH THE PROPOSED WORK.
23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULLWORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL
COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BYTHIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM.STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
UNDERGROUND SERVICE ALERT (800)422-4133SDG&E (800)411-7343AT&T (800)892-0123TIME WARNER CABLE (760)438-7741COX COMMUNICATIONS (619)262-1122CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)(760)438-2722
*SAN DIEGUITO WATER DISTRICT (760)633-2650*LEUCADIA WASTEWATER DISTRICT (760)753-0155*VALLECITOS WATER DISTRICT (760)744-0460
*OLIVENHAIN WATER DISTRICT (760)753-6466* BUENA SANITATION DISTRICT (760)726-1340 x1330* AS APPROPRIATE
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEENCONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOINGBUSINESS 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 THEENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYSBEFORE 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 DIRECTBURIAL 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 OFCURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEETOF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHERAREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITYENGINEER.
5.WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIAADMINISTRATIVE 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 PLANPER SDRS DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BEREESTABLISHED, 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.
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OFCARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS,CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -
STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION (GREEN BOOK).
2.BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM
THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALLBE REQUIRED.
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCEWITH 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. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLINGTHE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTSMUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED.
INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS
MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTINGTREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANYEXCEPTIONS 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 THATPROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDERAN 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 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISENOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BYARMORCAST 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 "CRITERIAFOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OFCALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLINGAT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TOEXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USECERTAINTEED "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 OR SNAPPING 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 WIDEPLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BYMEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITHVALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE INADJACENT 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 WEIGHTPOLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVESOIL 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 THEENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER
SHUTDOWN.
OWNER AS NEEDED
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"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
91
546-4
ROW 2023-0851
CT 2022-0001
PLSA 3802
SDP2022-0006
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON: NOVEMBER 10, 2021
BY: PASCO, LARET, SUITER & ASSOCIATESTOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 230-320-02, -20, -40, -41, -48 & -51
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N_____________ E________________(CCS 83)
ADDRESS: 945 & 955 HOPE AVE, 2944 HOPE AVE & 1006 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008
362 1665
IN TOP OF NORTH SIDE CURB CARLSBAD VILLAGE DRIVE 0.1 MILE WEST OFHIGHLAND DRIVE
2002 PER ROS 17271
127.19'NGVD 29DATUM:ELEVATION:
RECORDED:
WELL MONUMENT
LOCATION:
DESCRIPTION:
THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83) EPOCH 1999.92, ZONE6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROLSTATIONS CLSB 122 AND CLSB 130 BEING A GRID BEARING OF N 63° 33' 33" EAS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271,CITY OF CARLSBAD CONTROL SURVEY, FILED ON FEBRUARY 8, 2022.
945 & 955 GRAND AVE, 2944 HOPE AVE &
1006 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
APN: 230-320-02 & -20, 230-320-40 & -41,
230-320-48 & - 51
PM 21619
PM 02868
PM 01311
MAP 16300
MAP 01661
CR 03083
CR 00258
DWG 118-9
DWG 291-2DDWG 394-2DWG 938-3
5120 SHOREHAM PLACE #150SAN DIEGO, CA 92112
(949) 812-0274 PHONE NO.:
ADDRESS:
NAME:
PHONE NO.:
ADDRESS:
NAME:
5120 SHOREHAM PLACE #150SAN DIEGO, CA 92112
(949) 812-0274
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO 7486 DATED JUNE 21, 2023
5. THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION (GREEN BOOK)6. SOILS REPORT AND RECOMMENDATIONS BYGEOTEK, INC.: JOB. NO. 3780-SD DATED 5/9/2022 ,
7/28/2022 , 01/23/2023 , 03/22/2023 & 5/24/2024
7. SAN DIEGO REGIONAL STANDARD DRAWINGS AND
AS MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT
PERMIT CONDITIONS DATED _________
9. ENVIRONMENTAL APPROVAL DOCUMENTS
DATED________
10. STORM WATER POLLUTION PREVENTION PLAN (TIER 3)
PREPARED BY: ___________. WDID NO. ___________.11. STORM WATER QUALITY MANAGEMENT PLANPREPARED BY: ___________ DATED: _________________12. CALIFORNIA STORM WATER QUALITY ASSOCIATIONBMP CONSTRUCTION HANDBOOK AND CALTRANS
CONSTRUCTION SITE BMP MANUAL
PLSA
PLSA
N/A
N/A
SEPTEMBER 2024
PROPERTY LINE
RIGHT-OF-WAY
ADJACENT LOT LINE
PROPOSED DEDICATION / PUBLICROAD EASEMENT TO CITY OFCARLSBAD
CENTERLINE OF ROAD
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING WATER MAIN (SIZE AND
MATERIAL PER PLAN)
EXISTING WATER SERVICE (TO BEABANDONED)
EXISTING SEWER MAIN (SIZE AND
MATERIAL PER PLAN)
EXITING GAS MAIN (SIZE PER PLAN)
PROPOSED 6" PCC CURB AND GUTTER
PROPOSED 6" PVC SEWER LATERALAND CLEANOUT
PROPOSED 4" DOMESTIC WATER
SERVICE W/ 3" METER & BACKFLOW
PROPOSED 1" DOMESTIC WATER
SERVICE W/ 1" METER AND BACKFLOW
PROPOSED 1" IRRIGATION SERVICE W/1" METER AND BACKFLOW
PROPOSED 8" FIRE WATER SERVICE &
BACKFLOW
PROPOSED FIRE HYDRANT WITH 6"
FIRE SERVICE
PROPOSED 8" PVC WATER MAIN
PROPOSED AC SAWCUT
PROPOSED MODIFIED CURB OUTLET(MANHOLE MODIFICATION PER DWG
546-4A)
CALTRANS VEHICULAR STOPPING
SIGHT DISTANCE VIEW CORRIDOR
PROPOSED TRENCHING ANDRESURFACING W/ AC PAVEMENT
PROPOSED 4" PCC SIDEWALK /PAVEMENT
PROPOSED 5.5" PCC ALLEY PAVEMENT
PROPOSED AC PAVEMENT 4" AC OVER
*4" OR *8" AB (*BASED ON FIELD
R-VALUE TEST)
PROPOSED 2" AC GRIND AND OVERLAY
140
W W
S S
S S
W W
W W
140
W W
G G
W W
W W
SDRSD G-2*
CMWD W-7& W-8
CARLSBADS-7 & S-8
CMWD W-3
& W-6
CMWD W-3
& W-6
CMWD W-9
CMWD W-17
SDRSD D-25
CARLSBADGS-26 & GS-28
SDRSD G-7*
120 LF
1 EA
1 EA
1 EA
1 EA
1 EA
1 EA
160 LF
1 EA
1,525 LF
2,800 SF
2,035 SF
17,300 SF
SCOTT DALE FOR: VILLAGE II, LLC SCOTT DALE FOR: VILLAGE II, LLC
NOI#_____________
WDID#____________
W W 416 LF
W W W 5 EA
A PORTION OF PARCELS 1 AND 2 OF PARCEL MAP 2868 IN THE CITY OF CARLSBAD, COUNTY OFSAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SANDIEGO COUNTY, JULY 22, 1974, ALL OF PARCEL B OF PARCEL MAP NO. 21619, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE COUNTY RECORDER
OF SAN DIEGO COUNTY ON SEPTEMBER 12, 2018 AS FILE NO. 2018-7000347 OF OFFICIAL
RECORDS, AND A PORTION OF TRACT 117 OF CARLSBAD LANDS, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1661, FILEDIN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 1, 1915.
TREE WELL TC-32
546-4
PROJECT LEGEND
CONTINUED ON SHEET 2
450 SF
CONSTRUCTION ACTIVITIES SHALL TAKE PLACE DURING THE PERMITTED TIME AND DAY PERCARLSBAD MUNICIPAL CODE CHAPTER 8.48. DEVELOPER SHALL ENSURE THAT CONSTRUCTIONACTIVITIES FOR THE PROPOSED PROJECT ARE LIMITED TO THE HOURS FROM 7:00 AM TO 6:00PM MONDAY THROUGH FRIDAY, AND 8:00 AM TO 6:00 PM MONDAY THROUGH FRIDAY, AND 8:00
TO 6:00 P.M. ON SATURDAYS; NO WORK SHALL BE CONDUCTED ON SUNDAYS OR FEDERAL
HOLIDAYS.
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENT
WITH DIESEL PARTICULATE FILTERS SHALL BE
UTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING.2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (LATEST VERSION), THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (LATESTVERSION), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE (CITY TRAFFIC ENGINEER FOR CIP PROJECTS
AND ”CITY ENGINEE7 FOR DEVELOPMENT PROJECTS) OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE (CITY TRAFFIC
ENGINEER FOR CIP PROJECTS AND “CITY ENGINEER" FOR DEVELOPMENT PROJECTS) OR HIS REPRESENTATIVE
PRIOR TO ANY CHANGE IN THE FIELD.5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWOWEEKS AFTER INITIAL PAINTING.6. ALL PERMANENT SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV
PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. R1-1
“STOP”, R1-2 "YIELD", R2-1 “SPEED LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER
REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500'PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW” CONDITION, IN A MANNERMEETING THE APPROVAL OF THE CITY INSPECTOR.8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE (CITY TRAFFIC ENGINEERFOR CIP PROJECTS AND ”CITY ENGINEER“ FOR DEVELOPMENT PROJECTS) OR HIS REPRESENTATIVE 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 LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS.
11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT SHALL BE THERMOPLASTICUNLESS OTHERWISE SPECIFIED. PREFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BEACCEPTABLE.
13. ALL BIKE LANE LEGENDS SHALL BE HELMETED BICYCLIST SYMBOL AND ARROW PER CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FIGURE 9C-3 AND PAINTED, UNLESS OTHERWISE SPECIFIED.
14. SIZE OF SIGNS SHALL BE BASED UPON THE RECOMMENDED SIGN SIZES FOUND IN THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED.
15. SIGRI POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONALSTANDARD DRAWING M-45.16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBADAPPROVED 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. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.20. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THECONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING THE NEW OR RELOCATEDSIGNS.
21. ALL NEW STRIPING AND PAVEMENT LEGENDS SHALL BE CAT-TRACKED AND APPROVED BY THE TRANSPORTATION
DIRECTOR OR HIS REPRESENTATIVE BEFORE FINAL INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE
TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE AFTER COMPLETING THE LAYOUT AND AT LEAST 3
WORKING DAYS PRIOR TO COMMENCING INSTALLATION OF STRIPING, LEGENDS, AND MARKERS. PAVEMENTLEGENDS SHALL BE MARKED OUT IN FULL SIZE FOR REVIEW.
9 37C404950
9 37C404950
SDRSD G-21
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE
COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A
STATE-REGULATED SWQMP, I (WE) ALSO AGREE A QUALIFIED SWQMP PRACTITIONER QSP HAS
BEEN OR WILL BE RETAINED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCEWITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
12-31-2024
80356
TYLER G. LAWSON, R.C.E.DATE:
REGISTRATION EXPIRATION DATE:
R.C.E. NO.:
BY:
TELEPHONE: (858) 259-8212
CITY, STATE: SAN DIEGO, CA 92110
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC.
DATESIGNATURE
SCOTT DALE FOR: VILLAGE II, LLC
9-25-2024
10/14/2024
HOPE APARTMENTS
HOPE AVENUE
10. PEDESTRIAN LIGHTS SHALL BE EPAS-02-0-05-D-30-A-C-J-E-BLCK
MBI
GENERAL NOTES STREET NOTES I I WORK TO BE DONE
SIGNING AND STRIPING NOTES
~ -,\ I
-✓
V LEGEND
DESCRIPTION STD. SYMBOL QUANTITY --
1\ --
--\
VICINITY MAP
SEWER NOTES PROJECT ADDRESS -
ABBREVIATION LEGEND
REFERENCE DRAWINGS --~
WATER NOTES
INDEX OF SHEETS
0
-----D-C;iiiil
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-9)
-----0-0
LEGAL DESCRIPTION -----0-0
------{:;jjjjl ~7 i '?~ofESSJo:11,,.
~ ~ ~~ G Lltlf,. '(
$ """ "'a ~ ,._ .... 'i-~
"' --2' c No. 80356 i:;J
\;l Exp. 12/31 /24 =o
* * I I I I
J'~lf CIV\\. ~'t' OWNER INFORMATION
OF CA\.I~
DEVELOPER
1[91 11
-·-·-·-·-
OWNER'S CERTIFICATE
lXXXXXXXXXXXXXl
•• 1 1 •
. . . . .. . .
BENCH MARK
rS -A
I·
. . . ... . . • 1 .
---IW~I
lt¼0~.0.07¼0½½0~/I
SOURCE OF TOPOGRAPHY
-
BASIS OF BEARINGS
PROJECT LOCATION
CONSTRUCTION ACTIVITY NOTES P L S A It,~~ P.E. EXP.
I I PLSAENGINEE RIN G.CO M
STRUCTURAL (POST CONSTRUCTION) BMP TABLE
I SHEET I I SHEETS I CITY OF CARLSBAD
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM ENGINEERING DEPARlMENT TRASH CAPTURE? HYDROMODIFICA T!ON?
IMPROVEMENT PLANS FOR: ~ STANDARD STORM WATER REQUIREMENTS ~ YES ~ YES
PRIORITY PROJECT REQUIREMENTS NO NO
MAINTENANCE DWG ____ MAINTENANCE TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY TITLE SHEET /NOTES
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 83912 EXP.9/J()/26 DA1E
.m.
I PROJECT NO. I DRAWING NO. DA1E INITIAL DA1E INITIAL DA1E INITIAL RVWD BY:
ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL ClY APPROVAL CHKD BY:
Docusign Envelope ID: 34306A75-71BC-44C0-B025-2169B668B940
1/23/2025
ROOTBALL
26.0' LIMITS OF STRUCTURAL SOIL
6" SAND FILTER
LAYER
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC
IMPERMEABLE LINER
*60" DEEP STRUCTURALSOIL; STRUCTURAL PER
A-1 STRUCTURAL SOIL OR
APPROVED EQUAL
DEEP ROOT TREEBUBBLER PER
SDRSD DWG I-4UNCOMPACTED SUBGRADE
30 MIL PLASTICIMPERMEABLE LINER
REMOVE AND REPLACE EXISTING
SIDEWALK AS NECESSARY
8"
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTICIMPERMEABLE LINER
3" MULCH
9.0'
8.0' TREE GRATE FRAME
9" X 30" TREE
GRATE SUPPORT
4" X 8 SMOOTH DOWELS@ 18" OC, GREASED ON
ONE END, TYP. ALL SIDES
PER SDC GS DS GS-1.02
#4 @ 18" O.C. BOTH WAYS
PER SDC GS DS GS-1.02
INSTALL 30 MIL PLASTIC IMPERMEABLELINER WHERE CONCRETE IS POURED OVERENGINEERED SOIL (TYP.)
4' X 8' CASCADE TREE GATE FRAME WITH
COATED IRON IN MATT BLACK FINISH BY
URBAN ACCESSORIES; INSTALL GRATEPER MANUFACTER'S SPECIFICATIONS 3"
6" PCC C&GPER SDRSD G-2
STREET FLOW
COMPACTEDSUBGRADE
1:1 CUT
10.0' LIMITS OF STRUCTURAL SOIL
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTICIMPERMEABLE LINER
60" DEEP STRUCTURALSOIL; STRUCTURAL PER
A-1 STRUCTURAL SOIL
OR APPROVED EQUAL
DEEP ROOT TREE
BUBBLER PER
SDRSD DWG I-4
UNCOMPACTED SUBGRADE
3" MIN MULCHLAYER
4" OPENING FOR
DRAINAGE
30 MIL PLASTIC
IMPERMEABLE LINER
SPLASHPAD PER SDC GSDS GS-5.06
6"8"
PCC SIDEWALK PER
SDRSD G-7
4.0' TREE GRATE FRAME
4" X 8" SMOOTH DOWELS
@ 18" OC, GREASED ON
ONE END, TYP. ALL SIDESPER SDC GS DS GS-1.00
#4 @ 18" O.C. BOTH WAYS
PER SDC GS DS GS 1-.00
CURB CUT PER
DETAIL THIS
SHEET
4' X 8' CASCADE TREE GATE FRAMEBY URBAN ACCESSORIES; INSTALLGRATE PER MANUFACTER'S
SPECIFICATIONS
6" SANDFILTER LAYER
1:1 CUT
PROPOSED RETAINING
WALL PER DWG 546-4A
PL
COMPACTED
SUBGRAED
COMPACTED
SUBGRAED
ROOT BARRIERPER SDRSD L-6
9" X 30" TREE
GRATE SUPPORT
3"
9" x 30" x 12" DEEP TYPE 1SPLASH PAD PER SDC DSGS-5.06 (NO. 2 COARSE
AGGREGATE ROCK)
R=6"(TYP.)
6" PCC C&G PER
SDRSD G-02GUTTER LIP
2
.
5
'
1
.
0
'
1
.
0
'
C C
D
D
18" CURB CUT OPENING
CENTERED AT TREE WELL
LOCATION AS SHOWN ON SHEET 4
GUTTER LIP
4
.
5
'
G
U
T
T
E
R
D
E
P
R
E
S
S
I
O
N
6" PCC C&G PER
SDRSD G-02
LIMITS OF 9" X
30" TREE GRATE
SUPPORT
6" PCC C&G PERSDRSD G-2
STREET FLOW
COMPACTEDSUBGRADE
CURB CUT PER
DETAIL THISSHEET
30 MIL PLASTICIMPERMEABLE LINERAND ROOT BARRIER
9" X 30" PCC TREEGRATE SUPPORT PERSDRSD L-4
SPLASH PAD PERGS-5.06
12"
12"
TOP OF 6"
PCC C&G TOP OF 6"PCC C&G
4.5'
FLOWLINE
(PER PLAN)
FLOWLINE
(PER PLAN)1" GUTTERDEPRESSION @TREE WELL1" VERTICAL GUTTERTRANSITION OVER 1'HORIZONTAL
*1.5' CURB CUT
OPENING 1.0' 1.0'
7"
1"
2.5'
*REPLACE CURB TO
NEAREST JOINT
PCC CURB &GUTTER (SIZEPER PLAN)
PCC CURB &GUTTER (SIZE
PER PLAN)
B B
A
A
18" WIDE CURB CUTCENTERED ON TREEWELL (SEE DETAIL D-D)
LA
SPLASH PAD
PER GS-5.06
LA
25' DIAMETER CANOPY STREETTREE WITH 982 CF MINSTRUCTURAL SOIL
LIMITS OF 30 MIL PLASTICIMPERMEABLE LINER ALONG
SIDES OF STRUCTURAL SOIL
6" THICK, 18" DEEPENED
EDGE SIDEWALK TREATMENT,SEE SECTION B-B BELOW
TREE WELL GRATE COVER 4' X 8'
CONSTRUCT CONTIGUOUS
PCC SIDEWALK
4.0' CLEAR MIN
LIMITS OF STRUCTURAL SOILBELOW (5' DEEP X 10' X 26')
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
ST
O
P
ST
A
.
1
2
+
0
1
.
3
8
~
2
6
.
2
'
L
T
61
.
9
1
F
S
ST
A
.
1
1
+
9
8
.
0
4
~
2
8
.
6
'
L
T
61
.
9
0
F
S
(1.0%)
(1
.
1
%
)
ST
A
.
1
2
+
1
0
.
9
6
~
2
3
.
5
'
L
T
MA
T
C
H
T
O
E
X
I
S
T
I
N
G
(6
2
.
4
2
T
C
)
;
(
6
1
.
9
2
F
L
)
ST
A
.
1
2
+
1
1
.
1
3
~
2
8
.
5
'
L
T
0"
F
L
U
S
H
C
U
R
B
62
.
5
0
T
C
;
6
2
.
5
0
F
S
ST
A
.
1
2
+
0
3
.
9
6
~
3
0
.
5
'
L
T
62
.
5
T
C
;
6
1
.
9
9
F
S
ST
A
.
1
2
+
0
1
.
0
3
~
3
2
.
7
'
L
T
62
.
4
7
T
C
;
6
1
.
9
7
F
S
ST
A
.
1
1
+
9
6
.
8
9
~
3
7
.
6
'
L
T
0"
F
L
U
S
H
C
U
R
B
62
.
3
9
T
C
;
6
2
.
3
9
F
S
7.2%
6.3
%
ST
A
.
1
1
+
9
3
.
0
5
~
3
5
.
2
'
L
T
MA
T
C
H
T
O
E
X
I
S
T
I
N
G
(6
2
.
3
T
C
)
;
(
6
1
.
9
F
L
)
1.5%
(2.0%
)
5.1'
8.
3
'
10.0'
5.
0
'
1.5
%
4.0'
EXISTING PED RAMP
TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING PCC CURBTO REMAIN
EXISTING PCC CROSS
GUTTER TO BE REMOVED
AND REPLACED
STA. 11+88.35 ~41.5' LTMATCH TO EXISTING(62.1 FS)
STA. 11+88.43 ~22.4' LTMATCH TO EXISTING(61.85 FS)
STA. 11+94.22 ~22.4' LTMATCH TO EXISTING
(61.85 FS)
61.7 FL
(61.8 FL)
LIMITS OF PROPOSED 2"
AC PAVEMENT GRIND AND
OVERLAY
LIMITS OF PROPOSED 2"
AC PAVEMENT GRIND AND
OVERLAY
EXISTING PCC CURB
AND GUTTER TO REMAIN
GRAND AVE
HO
P
E
A
V
E
24
STA. 11+88.45 ~9.95' LT
MATCH TO EXISTING
(61.8 FS)
STA. 11+94.25 ~9.95' LTMATCH TO EXISTING(61.8 FS)
0.3
%
0.
7
%
0.
7
%
0.
5
%
GRANT DEED TO THECITY OF CARLSBAD, F/P72868, REC. 5/3/1967
2.5'
2.6'
5.8'
10VARIABLE HEIGHT CURB
VARIABLE HEIGHTCURB
EXISTING RETAINING
WALL TO REMAIN
23
26
XXXX
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
O
E
O
E
O
E
O
E
OE
OE
OE
W
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE
OE
OE
SD
SD
W
W
X
X
X
XX
X
X X X
X
ST
A
.
1
2
+
0
5
.
7
3
~
2
4
.
0
'
R
T
62
.
1
5
T
C
62
.
1
5
F
S
ST
A
.
1
2
+
0
4
.
2
3
~
2
4
.
0
'
R
T
62
.
0
5
T
C
61
.
5
5
F
S
ST
A
.
1
1
+
9
8
.
2
3
~
2
0
.
0
'
R
T
62
.
0
T
C
61
.
5
F
S
ST
A
.
1
1
+
9
4
.
2
3
~
2
0
.
0
'
R
T
61
.
4
9
F
S
ST
A
.
1
1
+
7
8
.
7
8
~
3
1
.
5
3
'
R
T
MA
T
C
H
T
O
E
X
I
S
T
I
N
G
;
(6
1
.
4
0
F
S
)
8.0%
2.
0
%
1.
3
%
EXISTING SIGN TO
BE RELOCATED
1.0%
1.
0
%
ST
A
.
1
2
+
0
5
.
7
3
~
3
0
.
0
'
R
T
62
.
2
1
F
S
4.
0
'
6.
0
'
1
6
2
EXISTING WALLTO BE REMOVED
EXISTING POWER POLE
TO BE RELOCATED; SEE
NOTE THIS SHEET
EXISTING PCC CURBAND GUTTER TO BE
REMOVED
61.5 FL
EXISTING SIGN
TO REMAIN
4
7
8
2.
0
%
ST
A
.
1
1
+
9
4
.
2
3
~
3
0
.
0
'
R
T
62
.
0
7
T
C
61
.
5
7
F
S
ST
A
.
1
2
+
0
4
.
2
3
~
2
4
.
0
'
R
T
62
.
1
1
T
C
61
.
6
1
F
S
61.6 FL
MATCH TO EX.
(62.8 FS)
MATCH TO EX.
(61.8 FS)MATCH TO EX.
(61.7 FL)MATCH TO EX.
(61.9 FS)
MATCH TO EX.
(62.5 FS)
MATCH TO EX.(62.4 FS)
62.47 TC
61.97 FS
(1
.
6
%
)
5
.
9
%
0.
8
%
5.6%
(62.3 FS)
RO
W
8.0%1.8%
17
PROJECT
SITE
16
RELOCATED POWER
POLE; SEE NOTE THIS
SHEET
PL
HOPE AVE
GRAND
AVE
21
1.9%
0.5%
(0.8%)
20
19'
9'10'
1.3
%
20
EXISTING ACPAVEMENT
22
23
REMOVE AND REPLACEEXISTING PCC CROSS
GUTTER
24
5.8'
0.5
%
0" FLUSH CURBAND GUTTER
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS\3802-CV-IP-02-03-NOTES&DETS.DWG
SDP2022-0006
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CT 2022-0001
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
9
546-4
ROW 2023-0851
PLSA 3802
2
DETAILS
SECTION A-A TREE WELL W/ GRATE MODIFIED
SDC GS 1.02 (LARGE TREE WELL - BMP 14)
NOT TO SCALE
SECTION B-B TREE WELL W/ GRATE MODIFIED
SDC GS 1.02 (LARGE TREE WELL - BMP 14)
NOT TO SCALE
PLAN VIEW - CURB CUT @ TREE WELL SDC
GS DS GS-5.01
NOT TO SCALE
SECTION C-C CURB CUT @ TREE WELL SDC GS
DS GS-5.01
NOT TO SCALE
SECTION D-D CURB CUT @ TREE WELL SDC GS
DS GS-5.01
NOT TO SCALE
PLAN VIEW - TREE WELL W/ GRATE MODIFIED SDC
GS DS GS-1.00, GS-1.02, GS-1.05 (BMP 14)
NOT TO SCALE
*MODIFIED FROM STANDARD
PROPERTY LINE
RIGHT-OF-WAY
ADJACENT LOT LINE
PROPOSED DEDICATION / PUBLIC ROAD
EASEMENT TO CITY OF CARLSBAD
CENTERLINE OF ROAD
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING WATER MAIN (SIZE AND
MATERIAL PER PLAN)
EXISTING WATER SERVICE
EXISTING SEWER MAIN (SIZE AND
MATERIAL PER PLAN)
EXITING GAS MAIN (SIZE PER PLAN)
PROPOSED 25-FT DIAMETER TREE WELLWITH GRATE (5' DEEP X 10' X 26' SOIL; 4'
X 8' GRATE)
PROPOSED STREET TREE
PROPOSED RELOCATED POWER POLE
PROPOSED AMERON VBS IV PED LIGHTPOLE
PROPOSED REMOVAL ANDREPLACEMENT PCC CROSS GUTTER
PROPOSED STOP SIGN
EXISTING STREET TREE
EXISTING FENCE
EXISTING RETAINING WALL
EXISTING POWER POLE
140
W W
S S
140
G G
W W W 5 EA
1 EA
2 EA
3 EA
1 EA
400 SF
DETAIL A - GRAND & HOPE AVE SOUTH INT. PED RAMP
SCALE: 1" = 5'
DETAIL B - GRAND & HOPE AVE NORTH INT. PED RAMP
SCALE: 1" = 5'
CONSTRUCTION NOTES
EXISTING SURVEY MONUMENT TO BEPROTECTED IN PLAN. MONUMENT SHALL BEREPLACED BY A LICENSED LAND SURVEYOR WHO
SHALL FILE A CORNER RECORD WITH COUNTY IF
DISTURBED OR DESTROYED.
INSTALL MODIFIED CURB OUTLET PER SDRSD
D-25 CONNECT TO TYPE A CLEANOUT D-09
(SHOWN PER DWG 546-4A)
2" GRIND AND OVERLAY; FULL WIDTH OF STREET
SAWCUT EXISTING AC PAVEMENT SEE DETAILSHEET 3
CONSTRUCT 6" PCC CURB AND GUTTER PER
SDRSD G-2; SEE PROFILE SHEET 5
4" AC OVER 4" OR 8" AB PAVEMENT PER CITY OF
CARLSBAD STREET DESIGN CRITERIA AND
GEOTECH RECOMMENDATION BASED ON FIELDTESTED R-VALUE
CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7
CONSTRUCT PCC PED RAMP PER SDRSD G-29
TYPE C W/ TRUNCATED DOMES PER SDRSD G-30
EXISTING WATER SERVICE TO BE REMOVED SEE
SHEET 6
EXISTING FIRE HYDRANT AND SERVICE TO BE
REMOVED CUT AND CAP AT EX. GATE VALVE
INSTALL TRUNCATED DOMES PER SDRSD G-30
INSTALL 30" X 30" R1-1 SIGN ON TELESPAR POST.BOTTOM OF SIGN SHALL BE 7-FT ABOVE GRADE
CONSTRUCT MODIFIED PCC CROSS GUTTER PER
SDRSD G-12; MODIFIED WIDTH PER PLAN
INSTALL 12 INCH WHITE THERMOPLASTIC LIMIT
LINE AND "STOP" THERMOPLASTIC PAVEMENT
LEGEND
1
2
3
4
6
7
8
10
16
17
22
23
24
CONTRACTOR NOTE:
CONTRACTOR TO PROVIDE CONSTRUCTION WINDOW TO
UTILITY PURVEYOR FOR POWER POLE RELOCATION.
X X X
26
HOPE APARTMENTS
HOPE AVENUE
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LEGEND
STD. SYMBOL QUANTITY --------
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I SHEET I CITY OF CARI.SBAD I SHEETS I 1----+---+-------------1---+---+----+----1 ENGINEERING DEPARlMENT 1----+---+-------------1---+---+----+----I 1------------------1---+---+----+----1 IMPROVEMENT PLANS FOR:
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 83912 EXP.9/J()/26 DA1E
DA1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA1E INITIAL DA1E INITIAL RVWD BY: --1
OlHER APPROVAL a1Y APPROVAL CHKD BY:
PROJECT NO. I DRAWING NO.
Docusign Envelope ID: 34306A75-71BC-44C0-B025-2169B668B940
1/23/2025
W
W
WWW
WWWWW
WWWWW
EX. 1" MAR PERDWG 938-3
EX. TRHUST BLOCK
PER DWG 938-3
EX. 6" AC WATERMAIN PER DWG 146-8
NEW 8" TEE W/ THRUSTBLOCK PER CMWD W-19
NEW 8" FL X MJ GV
PER CMWD W-21
EX. 8" PVC WATERMAIN PER DWG 938-3
NEW 8" PVC WATER
MAIN
NEW 8" FL X MJ GV
PER CMWD W-21
NEW 8" X 6" REDUCER W/THRUST BLOCK PER
CMWD W-20 NEW 8" FL X MJ GV
PER CMWD W-21
W
W
EX. 1" MAR PER
DWG 938-3
W W W W W W
NEW 8" PVC
WATER MAIN
W
W
EX. 8" PVC FIRE
SERVICE PER DWG
394-2B
W
NEW 8" X 8" X 8" FL X FLX FL TEE W/ THRUST
BLOCK PER CMWD W-19
EXISTING 8" PVC
WATER MAIN PER DWG
515-5
NEW 8" FL X PO GVPER CMWD W-21 NEW 8" FL X PO GV
PER CMWD W-21
NEW 8" FL X PO GVPER CMWD W-21
GU
T
T
E
R
L
I
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SA
W
C
U
T
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I
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3.0' MIN
2.0' MIN
6" PCC CURB & GUTTER
PER SDRSD G-2
STRUCTURAL SECTION 4" AC OVER 6"CLASS II AB OVER NATIVE SUBGRADECOMPACTED TO 95% REL. COMP.;SECTION DEPTH CONFIRMATION BASED
ON FIELD R-VALUE TEST
COLD PLAN AND OVERLAY(2" MIN. DEPTH) TO PROVIDESMOOTH TRANSITION 1'WIDE MINIMUM
EXISTING AC PAVEMENT
60.0'
C / EX. PLL
ROW 30.0'30.0' DEDICATION
10.0'20.0'20.0'
EX. PCC CURB AND
GUTTER TO REMAIN
EX. PCC SIDEWALKTO REMAIN
PROP. PCC CURB
AND GUTTER
PROP. 4" PCC
SIDEWALK
2.0%2.0%
10.0'
PROP. 8" PVC WATERMAIN EX. 6" VC SEWER MAIN
PER DWG 118-9EX. 2" HP GAS MAIN
PER SDGE
PROP. AC
SAWCUT
PROP. 2" GRINDAND OVERLAY
4.0'LS
6.0'
MEANDERING
SDWK
PL
15.0' ESMT
PROPOSED 4" AC OVER 8" AB PER GEOTECHRECOMMENDATION; PAVEMENT SECTION PER
CITY OF CARLSBAD STANDARDS, TO BE VERIFIED
BASED ON FIELD OBSERVED R-VALUES
PROP.
(~1-2%)(~1-2%)
19.0'
10.0'9.0'
ROW CL
PL
EX. PCC RIBBONGUTTER
EX. AC PAVEMENTTO REMAIN
(~1-2%)(~1-2%)
CL
PL ROW80.0'
40.0'40.0'
8.0'24.0'8.0'8.0'24.0'8.0'
EX. 6" AC WATER MAIN
PER DWG 155-9
EX. 6" VC SEWER MAINPER DWG 118-9
EX. 24" RCP STROMDRAIN PER DWG 803-8
EX. 1 1/2" GAS MAIN
EX. PCC CURB TOREMAIN EX. PCC CURB
TO REMAIN EX. PCC CURB
AND GUTTER
TO REMAIN
EX. PCC CURB
AND GUTTER
TO REMAIN
EX. 4" PCC
SIDEWALK TO
REMAIN
EX. 4" PCCSIDEWALK TO
REMAIN
(2.0%)(2.0%)
CITY OF CARLSBAD
ESMT VARIES
DOC. #1994 - 0376671
PROPOSED
PUBLIC STREET &
UTILITY ESMT
(VARYING WIDTH)
2.0%
PROPOSED SIDEWALK
(WIDTH VARIES)
(~1-2%)(~1-2%)
(61.72 FS)
62.02 TC61.52 FL
0.5%
EXISTING
GRADE
SAWCUT EXISTINGAC PAVEMENT PROPOSEDGRADE
CL
(0.9%)
20.0'
TCRIGHT
16.5'3.5'
(61.75FS)
10.0'
R/W
EXISTING POWER
POLE TO REMAIN
PROPOSED
POWER POLE
6.0'
PROPOSED PED
RAMP
62.27 TC61.77 FL(61.99 FS)
0.6%
SAWCUT EXISTINGAC PAVEMENT
CL
EXISTINGGRADE
PROPOSED
GRADE
(0.9%)
TCRIGHT
16.5'3.5'
(62.02
FS)
10.0'
6.0'
R/W
EXISTING WALLTO BE REMOVED
PROPOSED PCC
SIDEWALK
20.0'
(62.51 FS)62.64 TC62.14 FL
1.6%
CL
SAWCUT EXISTING
AC PAVEMENT PROPOSED
GRADE
RIGHT
16.5'3.5'
(62.54
FS)(0.9%)
EXISTING
GRADE
TC
10.0'
6.0'
R/W
PROPOSEDSTREET TREES
PROPOSED PCC
SIDEWALK
20.0'
PROPOSED TREEWELL STRUCTURAL
SOIL
(63.01 FS)63.22 TC62.72 FL
1.1%
SAWCUT EXISTINGAC PAVEMENT
CL
PROPOSED
GRADE
RIGHT
16.5'3.5'
(62.99
FS)(0.9%)
EXISTINGGRADE
TC
10.0'
R/W
6.5'
PROPOSED PCC
SIDEWALK
20.0'
PROPOSED TREEWELL STRUCTURAL
SOIL
(63.36 FS)63.79 TC63.29 FL
SAWCUT EXISTINGAC PAVEMENT
CL
PROPOSED
GRADE
RIGHT
13.5'6.5'
(63.42
FS)(0.9%)
EXISTINGGRADE
TC
10.0'
R/W
0.4%
6.5'
PROPOSED PCCSIDEWALK
20.0'
16"TC
42"TC
16"TC
12"TD
X
XXXXXX
WOOD WALL
68
67
67
66
6
5
6
4
63
63
63
62
62
6
2
W W W W W W W W W W W W W W W W
W
W
SD
W
SDSD
SD
SD
W WW
SDSDSDSDSDSDSDSSSSSSSSS S S S
WOOD WALL
68
67
67
66
65
6
4
63
63
63
62
62
67.10 TC66.65 FL 67.84 TC67.30 FL
62.41 TC61.92 FL 63.04 TC62.59 FL 63.65 TC63.25 FL 64.83 TC64.38 FL
65.03 TC64.54 FL63.90 TC63.37 FL
62.19 TC61.77 FL
62.08 TC61.62 FL
61.54 TC61.49 FL
62.04 RIM
63.34 IE
62.38 TW 63.21 TW
69.70 TW
61.72
62.05
62.06
62.67
63.46
64.75
65.46
63.30
63.2162
.
2
6
62
.
1
9
61.70
61.51
61.42
63.13
63.61
63.73 16"TC
42"TC
16"TC
12"TD
62
XX
X
XXXX
XXXXX
ST
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GRAND AVENUE
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P
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A
V
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1 2 3 4 5
12+00 13+00 14+00
EXISTING EDGEOF PAVEMENT
PROPOSED
PCC CURB
& GUTTER
EXISTING PCC
C&G TO REMAIN
1 2 4 53
WWWWWWW
W
W
W
8" X 8" X 6" FL X FL X FL
TEE W/ THRUST BLOCK
PER CMWD W-19
NEW 8" PVC
WATER MAIN
NEW 8" PVC
WATER MAIN
8" FL X PO
GV
6" FL X PLGV
8" FL X PO
GV
4" DOMESTIC
WATER SERVICE
6" X 4" FL X PO REDUCER
W/ THRUST BLOCK PER
CMWD W-20
2.0' MIN.
2" MAR PER
CMWD W-10
2.0' MIN.
2" MAR PER
CMWD W-10
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS\3802-CV-IP-02-03-NOTES&DETS.DWG
HOPE APARTMENTSHOPE AVENUE
SDP2022-0006
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CT 2022-0001
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
9
546-4
ROW 2023-0851
PLSA 3802
3
DETAILS & SECTIONS
DETAIL W.1 - GRAND AVE. STA. 11+62.95
NOT TO SCALE
DETAIL W.3 - GRAND AVE. STA. 15+79.49
NOT TO SCALE
TYPICAL DETAIL - SAWCUT AC PAVEMENT
NOT TO SCALE
TYPICAL SECTION - GRAND AVE
NOT TO SCALE
TYPICAL SECTION - HOPE AVENUE
NOT TO SCALE
TYPICAL SECTION - CARLSBAD VILLAGE DRIVE
NOT TO SCALE
**BEARING AREA BASED ON (AWWA C900 CLASS 305 PVC; 255 PSI
TEST PRESSURE FOR 8" PIPE, SAND AND GRAVEL 1,500 LB/SF)
SECTION 1 - STA. 12+00
NOT TO SCALE
SECTION 2 - STA. 12+25
NOT TO SCALE
SECTION 3 - STA. 12+50
NOT TO SCALE
SECTION 4 - STA. 12+75
NOT TO SCALE
SECTION 5 - STA. 13+00
NOT TO SCALE
KEY MAP - GRAND AVE
SCALE: 1" = 20'
GRAPHIC SCALE: 1" = 20'
0 20'40'60'
DETAIL W.2 - GRAND AVE. STA. 14+53.86
NOT TO SCALE
VICTORIAN IV VBS04PEDESTRIAN LIGHTPOLE
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STA. SERVICE BEND I FITTING ~BEA.RING A.REA (SF)
12+15.07 6" FIRE H'fDRANT TEE & DEAD END 9.3
14+53.86 4' DOMESTIC TEE & DEAD END 4.5
15+79.49 8" FIRE H'fDRANT TEE & DEAD END 17.1
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P.E,---EXP,----
fsiiEET] CITY OF CARLSBAD I SHEETS I l---l---+----------------1-----11-----1-----1-----1 l__J ENGINEERING DEPARlMENT 1---l---+----------------I-----I----I-----I-----I 1----1-----1-----------------I------I----I----I-----I IMPROVEMENT PLANS FOR:
APPROVED: JASON S. GELOERT
ENGINEERING MANAGER RCE 63912 f:¥1>.9/YJ/28 DAlE
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
..,._D_A1E _ _._IN_l11_AL__....._DA_1E _ _._IN_l11_AL__. RVWD BY: ---11 PROJECT NO. I DRAWING NO.
DlHER APPROVAL a1Y APPROVAL CHKD BY: -'-----------'-L ------'
Docusign Envelope ID: 34306A75-71BC-44C0-B025-2169B668B940
1/23/2025
////////////
//
/
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EXISTING
1 STORY
EXISTING
1 STORY
BUILDING
WOOD WALL
67
67
63
63
63
62
62
67.10 TC66.65 FL
62.37 TC61.91 FL
62.41 TC61.92 FL 63.04 TC62.59 FL
63.90 TC63.37 FL
62.19 TC61.77 FL
62.08 TC61.62 FL
61.54 TC61.49 FL
61.47 TC61.39 FL
62.04 RIM
63.34 IE
62.38 TW 63.21 TW
69.70 TW
61.72
62.05
62.06
62.67
63.46
63.43
63.30
63.2162
.
2
6
62
.
1
9
61.70
61.51
61.42
63.13
63.61
63.73
67
.
4
0
63.36
12"TD
6
2ST
O
P
EX. OVERHEAD UTILITY
TO BE REMOVED
EX. PCC DRIVEWAYTO REMAIN
LA
LA
PROJECT SITE
SEE DWG 546-4A FOR ON-SITE IMPROVEMENTS
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5
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EXISTING POWERPOLE TO REMAINEXISTING TELECOMPEDESTAL TOREMAIN
30
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30
'
60
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1
EXISTING CURB ANDGUTTER TO REMAIN
4.
0
'
6.
0
'
18
9
20
'
10
'
20
'
10
'
GRAND AVE
SEE SHEET 6 FOR PROPOSED AND EXISTING UTILITY PLAN
ROW
10'10'
20'
EXISTING 1 1/2"
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L1
L2
C1
1
LIMITS OF AC GRIND
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2.
0
%
LA
1.0%
EXISTING PCC CROSS GUTTERTO BE REMOVED AND REPLACED
61.7 FL
(61.8 FL)
61.55 FL
ST
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EXISTING PCC CURB
AND GUTTER TO BEREMOVED
EXISTING RETAININGWALL TO BE REMOVED
EXISTING POWER POLE
TO BE REMOVED
EXISTING GUY WIRE
TO BE REMOVED
EXISTING MAIL BOX TO
BE REMOVED
INSTALL. 8" PVCWATER MAIN; SEEPROFILE SHEET 6
EXISTING PCC CURBAND GUTTER TO REMAIN
EXISTING POWER POLE
TO BE RELOCATED
5
4
1
7
1
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6
10
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63.05 FS
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PER DWG 118-9
EX. 8" PVC WATERMAIN PER DWG 938-3
17
16 1814
16
3
HO
P
E
A
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PROPOSED PL
N 56°00'18" E 328.77'
EXISTING POWER POLE
TO REMAIN
15
SEE DETAIL BSHEET 2
SEE DETAIL A
SHEET 2
21
4
6
5
2GRAND AVE STA. 11+88.80 =
HOPE AVE STA. 10+00.00
GRAND AVE STA. 11+73.26 =HOPE AVE STA. 1+00.00 1
12+00 13+00
N
3
3
°
5
7
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2
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4
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NEW PRIMARY CONDUITRUN PER SDGE WORKORDER #300000611402
5
GRANT DEED TO THE
CITY OF CARLSBAD, F/P
72868, REC. 5/3/1967
5.
5
'
EXISTINGRETAINING WALLTO REMAIN
3
LIMITS OF AC GRINDAND OVERLAY
4.
7
'
23
STOP BAR ANDSTRIPPING26
*1
0
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0
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5
5
EXISTING WATER
SERVICE SEE UTILITY
NOTES THIS SHEET
EXISTING WATER
SERVICE SEE UTILITYNOTES THIS SHEET
12
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0
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0
62
.
0
2
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13
+
0
0
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0
0
63
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7
9
T
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DASHED LINE REPRESENTSAPPROXIMATE EXISTINGGRADE
DASHED DOT LINE REPRESENTSPROPOSED FLOWLINE
PROPOSED
TOP OF CURB
2.3%
ST
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PROPOSED 0"CURB
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5.11'
Δ/4
5.11'
Δ/4
5.11'
Δ/4
61
.
4
3
F
S
SEE TOP OF CURB PROFILETHIS SHEET FORCONTINUATION
INFLECTION POINT
CONSTRUCTION NOTES
EXISTING SURVEY MONUMENT TO BE
PROTECTED IN PLAN. MONUMENT SHALL BE
REPLACED BY A LICENSED LAND SURVEYOR WHO
SHALL FILE A CORNER RECORD WITH COUNTY IFDISTURBED OR DESTROYED.
INSTALL MODIFIED CURB OUTLET PER SDRSDD-25 CONNECT TO TYPE A CLEANOUT D-09
(SHOWN PER DWG 546-4A) SEE CURB OUTLET
NOTE THIS SHEET
2" GRIND AND OVERLAY; FULL WIDTH OF STREET
SAWCUT EXISTING AC PAVEMENT SEE DETAIL
SHEET 3
TRENCH AND RESURFACING W/ AC PAVEMENTPER CITY OF CARLSBAD GS-26 & GS-28
CONSTRUCT 6" PCC CURB AND GUTTER PERSDRSD G-2; SEE PROFILE THIS SHEET
4" AC OVER 4" OR 8" AB PAVEMENT PER CITY OF
CARLSBAD STREET DESIGN CRITERIA AND
GEOTECH RECOMMENDATION BASED ON FIELD
TESTED R-VALUE
CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7
INSTALL TREE WELL BMP (25-FT MATURECANOPY DIAMETER) WITH GRATE SEE DETAILSHEET 2
CONSTRUCT PCC PED RAMP PER SDRSD G-29
TYPE C W/ TRUNCATED DOMES PER SDRSD G-30;
SEE DETAIL SHEET 2
EXISTING TREE AND ROOT SYSTEM TO BEREMOVED
1
2
3
4
5
6
7
8
9
10
11
200-FT SIGHT DISTANCE VIEW CORRIDOR PER CALTANS
HIGHWAY DESIGN MANUAL
INSTALL WATER SERVICE SEE SHEET 6
INSTALL FIRE HYDRANT AND SERVICE PER CMWD W-17SEE SHEET 6
INSTALL SEWER LATERAL SEE SHEET 6
EXISTING WATER SERVICE TO BE REMOVED SEE SHEET6
EXISTING FIRE HYDRANT AND SERVICE TO BE REMOVED;
CUT AND CAP AT EX. GATE VALVE
EXISTING SEWER LATERAL AND CLEANOUT TO BE
REMOVED SEE SHEET 6
EXISTING GAS SERVICE TO BE REMOVED PER SEPARATESDGE WORK ORDER
CONSTRUCT 6" PCC CURB PER SDRSD G-1
INSTALL 5.5" PCC PAVEMENT PER CITY OF CARLSBAD
STREET DESIGN CRITERIA; REPLACE TO NEAREST PANEL
INSTALL TRUNCATED DOMES PER SDRSD G-30
INSTALL 30" X 30" R1-1 SIGN ON TELESPAR POST.
BOTTOM OF SIGN SHALL BE 7-FT ABOVE GRADE
CONSTRUCT MODIFIED PCC CROSS GUTTER PER SDRSDG-12; MODIFIED WIDTH PER PLAN
SPECIFICATION: MIX(1231): GRAY TERRAZO , EXPOSED
12
13
14
15
16
17
18
19
20
21
22
23
24
INSTALL PEDESTRIAN LIGHT PER
SEPARATE SDGE WORK ORDER #3-718215;
1PH XMFR (D236569) POWER SOURCE;
AMERON VICTORIAN SERIES POLES,VICTORIAN IV VBS04 SEE SEPARATEBUILDING PLAN CBR 2024-0862;SPECIFICATION: MIX(1231): GRAY TERRAZO,
EXPOSED AGGREGATE FINISH WITH
AMERSHIELD ANTI-GRAFFITI COATING
INSTALL 12 INCH WHITE THERMOPLASTIC
LIMIT LINE AND "STOP" THERMOPLASTIC
PAVEMENT LEGEND
INSTALL 30" X 30" W3-1 SIGN ON TELESPARPOST BOTTOM OF SIGN SHALL BE 7-FTABOVE GRADE
INSTALL "STOP AHEAD" THERMOPLASTIC
PAVEMENT LEGEND
26
27
28
25
HOPE APARTMENTS
HOPE AVENUE
SDP2022-0006
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CT 2022-0001
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
9
546-4
ROW 2023-0851
PLSA 3802J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS
C1
PROPERTY BOUNDARY LINE AND CURVE TABLE#BEARING / DELTA
D=65°24'37"
LENGTH RADIUS
L1
L2
6.28'5.5'
N 56° 00' 18" E 5.00'-
-N 33° 57' 29" E 15.00'
GRAND AVE CENTER LINE DATA TABLE#BEARING / DELTA LENGTH RADIUS
189.97'
N 56° 00' 18" E 621.47 -
1
2
-N 55° 27' 00" E
EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN FAVOR OF CITY OF
CARLSBAD, RECORDED SEPTEMBER 14, 1956 AS BOOK 6256, PAGE 550 OF OFFICIAL
RECORDS; EASEMENT SUPERCEDED BY EASEMENT 4 BELOW
EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF
CARLSBAD, RECORDED OCTOBER 10, 1956 AS BOOK 6292 PAGE 217 OF OFFICIAL RECORDSTO REMAIN
SDG&E EASEMENT, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-0307670, O.R. TO REMAIN
SDG&E EASEMENT, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-0307671 TO REMAIN.
1
4
5
6
PROPOSED EASEMENT INFORMATION
EXISTING EASEMENT INFORMATION
PUBLIC STREET AND PUBLIC UTILITY EASEMENT FOR GRAND AVENUETO THE CITY OF CARLSBAD
PUBLIC WATER AND SEWER CARLSBAD MUNICIPAL WATER DISTRICT
(CMWD)
PLAN VIEW - GRAND AVENUE IMPROVEMENT PLAN
SCALE: 1" = 10'
B
UTILITY NOTE:-SEE SHEET 6 FOR GRAND AVE EXISTING &PROPOSED UTILITY PLAN AND PROFILE-CONTRACTOR TO REPLACE ALL EXISTING WATER
SERVICES NOT SERVING THE EXISTING PROPERTY
AFTER THE CONSTRUCTION OF THE NEW 8" PVC
WATER MAIN IS COMPLETED.
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UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN
HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT
HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIESUNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTINGUTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION.CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY
DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION
OF UTILITIES UPON DISCOVERY OF DISCREPANCY.
ALL EXISTING MONUMENTS TO BEPROTECTED IN PLACE. ANY MONUMENTSDESTROY DURING CONSTRUCTION SHALLBE REPLACED BY A LICENSED SURVEYOR
AND PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER
4
GRAND AVE. IMPROVEMENTS
C
12+00
PROFILE VIEW - GRAND AVENUE TC RT
SCALE: 1" = 10' HORZ. 1" = 2' VERT
12+50 13+00
PROFILE VIEW - GRAND AVE & HOPE AVE INT.
1+00
60 EL
62 TC
64 TC
66 TC
62 EL
64 EL
1+30
60 EL
62 EL
64 EL
SCALE: 1" = 10' HORZ. 1" = 2' VERT
CURB & GUTTER DATA TABLE#BEARING / DELTA LENGTH RADIUS
10.70'
D = 55° 49' 48"9.74'10.00'
22.79'D = 26° 54' 0"
2
1
REMARKS
4 111.07'N 56° 00' 18" E -
0" CURB
0" CURB
6" C&G SDRSD G-2
0" CURB3.35'N 56° 00' 18" E -3
62 TC
64 TC
66 TC
60 TC 60 TC
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENTWITH DIESEL PARTICULATE FILTERS SHALL BEUTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
*PRIMARY CONDUIT 10-FT
MINIMUM SEPARATION FROMEXISTING WATER MAIN BEND
CURB OUTLET NOTE:MODIFY SDRSD D-25 WITHOUT MANHOLESTRUCTURE; CONNECT SDRSD D-25 DRAINAGECHANNEL TO SDRSD D-9 CLEAN OUT
MBI
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RCE 83912 ElCP,9/30/24 DA1E
PROJECT NO. I DRAWING NO.
Docusign Envelope ID: 34306A75-71BC-44C0-B025-2169B668B940
1/23/2025
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOE
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70
69
69
68
67
66
66
6
5
6
4
GEO GRIDTRANS PAD
67.84 TC
67.30 FL
67.73 TC67.24 FL
68.49 TC68.06 FL
68.61 TC68.22 FL
69.33 TC68.87 FL
68.09 TC67.65 FL
69.30 TC68.84 FL
63.65 TC63.25 FL 64.83 TC64.38 FL
66.04 TC65.54 FL 66.80 TC66.37 FL
68.05 TC67.53 FL
70.65 TC70.19 FL
68.93 TC68.46 FL
67.95 TC67.52 FL66.84 TC66.32 FL65.03 TC64.54 FL
66.60 RIM
68.69 RIM
69.33 RIM
66.29 IE
68.02 TW
68.61 TW
67.60 TW
67.54 TW
67.89 68.79
64.75
65.46 66.60
67.77 69.43
16"TC
42"TC
16"TC
15"TC
12"TC
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EXISTING 6" VCSEWER MAIN DWG118-9
INSTALL. 8" PVC
WATER MAIN; SEE
PROFILE SHEET 6
EXISTING 2" GAS
MAIN PER SDGE
N
3
3
°
5
7
'
5
9
"
W
2
0
9
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9
4
'
N 56°00'18" E 328.77'
EXISTING CURB AND
GUTTER TO REMAIN
EXISTING
TRANSFORMER TOREMAIN
(67.95 TC)
EX. PCC SIDEWALKTO REMAIN
EX. PCC DRIVEWAY
TO REMAIN
LIMITS OF AC GRIND
AND OVERLAY
PROPOSED PL
EX. PCC DRIVEWAY
TO REMAIN
EXISTING PCC DRIVEWAY
TO REMAIN
EXISTING PCC SIDEWALK
TO REMAIN
LA
7.
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9
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10
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(1.8%)(2.1%)
GRAND AVE
SEE SHEET 6 FOR PROPOSED AND EXISTING UTILITY PLAN
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65.85 FS2.
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2.
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2.
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%65.55 FS
67.3 FS
66.4 FS
EXISTING POWER
POLE TO REMAINEXISTING TELECOM
67.90 FS
LA
EXISTING POWER
POLE TO REMAIN
SEWER MANHOLE
(RIM: 66.60)(IE: 60.93)PER DWG 118-9
SEWER MANHOLE(RIM: 68.51)(IE: 63.28)PER DWG 515-5
16 13
18
PROJECT SITE
SEE DWG 546-4A FOR ON-SITE IMPROVEMENTS
5
20
'
10
'
EX. OVERHEAD UTILITY
TO REMAIN
EX. PCC DRIVEWAYTO REMAIN
EXISTING CURB
OUTLET TO REMAIN;
(69.3 RIM) (~69.1 IE OUT)
EXISTING FIRE
HYDRANT AND
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EXISTING 6" AC WATER
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65.05 FS
65.3 FS
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END NEW 8" WATER MAIN
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NEW PRIMARY CONDUIT
RUN PER SDGE WORK
ORDER #300000611402
27
28
5
5
5
EXISTING WATERSERVICE SEE UTILITY
NOTES THIS SHEET EXISTING WATER
SERVICE SEE UTILITY
NOTES THIS SHEET
EXISTING WATER
SERVICE SEE UTILITY
NOTES THIS SHEET
16
CONSTRUCTION NOTES
EXISTING SURVEY MONUMENT TO BEPROTECTED IN PLAN. MONUMENT SHALL BEREPLACED BY A LICENSED LAND SURVEYOR WHO
SHALL FILE A CORNER RECORD WITH COUNTY IF
DISTURBED OR DESTROYED.
INSTALL MODIFIED CURB OUTLET PER SDRSD
D-25 CONNECT TO TYPE A CLEANOUT D-09(SHOWN PER DWG 546-4A) SEE CURB OUTLETNOTE THIS SHEET
2" GRIND AND OVERLAY; FULL WIDTH OF STREET
SAWCUT EXISTING AC PAVEMENT SEE DETAIL
SHEET 3
TRENCH AND RESURFACING W/ AC PAVEMENT
PER CITY OF CARLSBAD GS-26 & GS-28
CONSTRUCT 6" PCC CURB AND GUTTER PER
SDRSD G-2; SEE PROFILE THIS SHEET
4" AC OVER 4" OR 8" AB PAVEMENT PER CITY OFCARLSBAD STREET DESIGN CRITERIA ANDGEOTECH RECOMMENDATION BASED ON FIELD
TESTED R-VALUE
CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7
INSTALL TREE WELL BMP (25-FT MATURE
CANOPY DIAMETER) WITH GRATE SEE DETAIL
SHEET 2
CONSTRUCT PCC PED RAMP PER SDRSD G-29TYPE C W/ TRUNCATED DOMES PER SDRSD G-30;SEE DETAIL SHEET 2
EXISTING TREE AND ROOT SYSTEM TO BE
REMOVED
1
2
3
4
5
6
7
8
9
10
11
200-FT SIGHT DISTANCE VIEW CORRIDOR PER CALTANSHIGHWAY DESIGN MANUAL
INSTALL WATER SERVICE SEE SHEET 6
INSTALL FIRE HYDRANT AND SERVICE PER CMWD W-17
SEE SHEET 6
INSTALL SEWER LATERAL SEE SHEET 6
EXISTING WATER SERVICE TO BE REMOVED SEE SHEET6
EXISTING FIRE HYDRANT AND SERVICE TO BE REMOVED;CUT AND CAP AT EX. GATE VALVE
EXISTING SEWER LATERAL AND CLEANOUT TO BEREMOVED SEE SHEET 6
EXISTING GAS SERVICE TO BE REMOVED PER SEPARATE
SDGE WORK ORDER
CONSTRUCT 6" PCC CURB PER SDRSD G-1
INSTALL 5.5" PCC PAVEMENT PER CITY OF CARLSBADSTREET DESIGN CRITERIA; REPLACE TO NEAREST PANEL
INSTALL TRUNCATED DOMES PER SDRSD G-30
INSTALL 30" X 30" R1-1 SIGN ON TELESPAR POST.BOTTOM OF SIGN SHALL BE 7-FT ABOVE GRADE
CONSTRUCT MODIFIED PCC CROSS GUTTER PER SDRSD
G-12; MODIFIED WIDTH PER PLAN
INSTALL PEDESTRIAN LIGHT PER SEPARATE SDGE WORK
ORDER #3-718215; 1PH XMFR (D236569) POWER SOURCE;AMERON VICTORIAN SERIES POLES, VICTORIAN IV VBS04SEE SEPARATE BUILDING PLAN CBR 2024-0862;SPECIFICATION: MIX(1231): GRAY TERRAZO , EXPOSEDAGGREGATE FINISH WITH AMERSHIELD ANTI-GRAFFITI
COATING
INSTALL 12 INCH WHITE THERMOPLASTIC LIMIT LINE AND
"STOP" THERMOPLASTIC PAVEMENT LEGEND
INSTALL 30" X 30" W3-1 SIGN ON TELESPAR POSTBOTTOM OF SIGN SHALL BE 7-FT ABOVE GRADE
INSTALL "STOP AHEAD" THERMOPLASTIC PAVEMENTLEGEND
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
HOPE APARTMENTSHOPE AVENUE
SDP2022-0006
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CT 2022-0001
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
9
546-4
ROW 2023-0851
PLSA 3802J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS
GRAND AVE. IMPROVEMENTS
CO
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4
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
PLAN VIEW - GRAND AVENUE IMPROVEMENT PLAN
SCALE: 1" = 10'
UTILITY NOTE:
SEE SHEET 6 FOR GRAND AVE EXISTING &
PROPOSED UTILITY PLAN AND PROFILE
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN
HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT
HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES
UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTINGUTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION.CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANYDISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATIONOF UTILITIES UPON DISCOVERY OF DISCREPANCY.
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY MONUMENTS
DESTROY DURING CONSTRUCTION SHALL
BE REPLACED BY A LICENSED SURVEYOR
AND PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER
GRAND AVE CENTER LINE DATA TABLE#BEARING / DELTA LENGTH RADIUS
N 56° 00' 18" E 621.472 -
5
EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN FAVOR OF CITY OF
CARLSBAD, RECORDED SEPTEMBER 14, 1956 AS BOOK 6256, PAGE 550 OF OFFICIAL
RECORDS; EASEMENT SUPERCEDED BY EASEMENT 4 BELOW
EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF
CARLSBAD, RECORDED OCTOBER 10, 1956 AS BOOK 6292 PAGE 217 OF OFFICIAL RECORDSTO REMAIN
SDG&E EASEMENT, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-0307670, O.R. TO REMAIN
SDG&E EASEMENT, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-0307671 TO REMAIN.
1
4
5
6
PROPOSED EASEMENT INFORMATIONEXISTING EASEMENT INFORMATION
PUBLIC STREET AND PUBLIC UTILITY EASEMENT FOR GRAND AVENUE
TO THE CITY OF CARLSBAD
PUBLIC WATER AND SEWER CARLSBAD MUNICIPAL WATER DISTRICT
(CMWD)
B
D
SEWER MANHOLE NOTE:
ADJUST EXISTING SEWER MANHOLE RIM TO
GRADE AS NECESSARY TO ACCOMMODATE AC
GRIND & OVERLAY / RESURFACING
IMPROVEMENTS
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENTWITH DIESEL PARTICULATE FILTERS SHALL BEUTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
MBI
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CITY OF
EXP.
CARLSBAD
ENGINEERING DEPARlMENT
I SHEETS I
IMPROVEMENT PLANS FOR:
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 83912 EXP.9/J()/26 DA1E
INITIAL DA1E INITIAL RVWD BY: PROJECT NO. DRAWING NO.
REVISION DESCRIPTION DlHER APPROVAL ClY APPROVAL CHKD BY: I I
Docusign Envelope ID: 34306A75-71BC-44C0-B025-2169B668B940
1/23/2025
16"TC
42"TC
16"TC
15"TC
12"TC
12"TD
//////
//
/
X
X
X
XXXXXX OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OEOEOE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OEOEOE
OEOEOEOE
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OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
O
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OE OE
OE
OE
OE
OE
OE
OE
OE
OE
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WOOD WALL
71
70
69
6968
68
67
67
67
6
6
66
6
5
6
4
63
63
63
62
62
MON. WELL
GEO GRIDTRANS PAD
67.10 TC66.65 FL 67.84 TC67.30 FL
67.73 TC
67.24 FL
68.49 TC
68.06 FL
68.59 TC68.09 FL
68.61 TC68.22 FL
69.33 TC
68.87 FL
68.09 TC67.65 FL
69.30 TC68.84 FL
67.43 67.68 67.77
67.89
68.00
68.79
61.72
62.05
62.06
62.67 63.46
64.75 65.46 66.60
67.77 69.43
70.32
63.43
63.30
63.2162
.
2
6
62
.
1
9
61.70
61.51
61.42
61.8062.45 62.69
63.13
62.37 TC61.91 FL
62.41 TC61.92 FL 63.04 TC
62.59 FL 63.65 TC63.25 FL 64.83 TC64.38 FL
66.04 TC65.54 FL 66.80 TC66.37 FL
68.05 TC67.53 FL
69.79 TC69.31 FL
70.65 TC
70.19 FL
68.93 TC68.46 FL
67.95 TC67.52 FL66.84 TC66.32 FL65.03 TC64.54 FL63.90 TC63.37 FL
62.19 TC61.77 FL62.08 TC
61.62 FL
61.54 TC61.49 FL
61.47 TC61.39 FL
62.04 RIM
66.60 RIM
68.69 RIM
69.33 RIM
63.34 IE
66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
69.70 TW
63.61
63.73
67
.
4
0
63.36
6
2
6968
67
EXISTING1 STORYBUILDING
EXISTING
1 STORY
BUILDING
9'10'
19'
W W W W W W W W W W W W W W W W W W W W W W W W W W W W
S S S S S S S S S S S S S S S S S S S S S S S S S S S
W
WW
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G
G
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G G G G G G G G G G G G G G G G G G G G G G G G
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OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
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12+00 13+00 14+00 15+00 16+00
EXISTING 6" VC SEWER
MAIN DWG 118-9
INSTALL. 8" PVC
WATER MAIN; 416.5 LF
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EX. 1 1/2" GASMAIN PER SDGE
EXISTING 2" GAS
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N 56°00'18" E
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PROJECT SITE
SEE DWG 546-4 FOR ON-SITE IMPROVEMENTS
4
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1
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(1.8%)(2.1%)2.3%
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EXISTING 8" PVC WATER MAIN
PER DWG 515-5 TO REMAIN
EXISTING FIRE HYDRANT ANDSERVICE TO REMAIN
6" AC WATER MAIN
PER DWG 146-8 TO
REMAIN
8" PVC WATER MAIN
PER DWG 983-3 TO
REMAIN
8
B
6
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5 41
1
N
3
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62.6 RIM57.6 IE
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GRANT DEED TO THE CITY OFCARLSBAD, F/P 72868, REC. 5/3/1967
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DASHED LINE REPRESENTSAPPROXIMATE EXISTING
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MECH. JOINT RESTRAINTS
STA. 11+62.95 - STA. 12+02.36
23.0'
RJ MIN.
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS
HOPE APARTMENTSHOPE AVENUE
SDP2022-0006
PA
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CT 2022-0001
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
9
546-4
ROW 2023-0851
PLSA 3802
GRAND AVE. UTILITY
12+00 13+00 14+00 15+00 16+00
60 CL
64 CL
68 CL
72 CL
76 CL
56 CL
52 CL
60 CL
64 CL
68 CL
72 CL
76 CL
56 CL
52 CL
CONSTRUCTION NOTES
EXISTING SURVEY MONUMENT TO BE PROTECTED
IN PLAN. MONUMENT SHALL BE REPLACED BY A
LICENSED LAND SURVEYOR WHO SHALL FILE A
CORNER RECORD WITH COUNTY IF DISTURBED OR
DESTROYED.
INSTALL 6" PVC PRIVATE SEWER LATER PER CITYOF CARLSBAD S-7 W/ CUT IN MODIFIED WYECONNECTION PER S-8; WYE FITTING ROTATED11.25 DEG FROM HORIZONTAL WITH 11.25 DEG
ELBOW SEE NOTE 6 ABOVE
2" GRIND AND OVERLAY; FULL WIDTH OF STREET
SAWCUT EXISTING AC PAVEMENT SEE DETAIL
SHEET 3
TRENCH AND RESURFACING W/ AC PAVEMENT PERCITY OF CARLSBAD GS-26, GS-28
INSTALL 4" DOMESTIC WATER SERVICE, W/ 3"METER AND BACKFLOW PER CMWD W-7 & W-8;INSTALL 8" X 6" TEE W/ 6" GATE VALVE REDUCE TO
4" SERVICE PER DETAIL W.2 SHEET 3
INSTALL 8" FIRE SERVICE AND WILKINS 375DA 8"
RDPA OR APPROVED EQUAL PER CMWD W-7 & W-9
INSTALL CLOW 2060 OR APPROVED EQUAL FIREHYDRANT AND HYDRANT SERVICE PER CMWDW-17; SEE NOTE 8 ABOVE
1
2
3
4
5
6
7
8
C1
LINE AND CURVE TABLE#BEARING / DELTA
D=65°24'37"
LENGTH RADIUS
L1
L2
6.28'5.5'
N 56° 00' 18" E 5.00'-
-N 33° 57' 29" E 15.00'
GRAND AVE CENTER LINE DATA TABLE#BEARING / DELTA LENGTH RADIUS
189.97'
N 56° 00' 18" E 621.47 -
1
2
-N 55° 27' 00" E
8" PVC DR-18 WATER MAIN DATA TABLE#BEARING / DELTA LENGTH RADIUS
416.6'-N 56° 00' 18" E
SEWER LATERAL DATA TABLE - 6" PUBLIC SEWER LATERAL
STREET STA.OF LAT @ MAIN IE @ MAIN LENGTH DROP TO
MAIN
LAT EL. @
PL (IE)
LAT
SLOPE
GROUND
EL. @ PL
DEPTH BELOW
PL (PL TO IE)PAD EL. (FT)UPSTREAM MH
RIM EL.
BACKWATER
VALVE REQ'D
GRAPHIC SCALE: 1" = 20'
0 20'40'60'PLAN VIEW - GRAND AVENUE UTILITY PLAN
SCALE: 1" = 20'
PROFILE VIEW - GRAND AVENUE UTILITY
SCALE: 1" = 20' HORZ. 1" = 4' VERT
1
SITE NOTES
1. SEE SHEETS 4 & 5 FOR ALL PROPOSED NON WATER AND SEWER EXISTING AND PROPOSEDIMPROVEMENTS IN GRAND AVENUE.
2. UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE
RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES
UNKNOWN. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS
AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
UPON DISCOVERY.
3. REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.12.A.REMOVE EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARD 15000-3.12A.
4. CONTRACTOR TO REPLACE ALL EXISTING WATER SERVICES NOT SERVING THE EXISTING PROPERTY
AFTER THE CONSTRUCTION OF THE NEW 8" PVC WATER MAIN IS COMPLETED. CONTRACTOR TO
CONNECT WATER SERVICE TO EXISTING METER AND PROTECT IN PLACE EXISTING METER AND METER
BOX; EXISTING WATER METERS OUTSIDE OF THE PUBLIC RIGHT OF WAY SHALL HAVE SERVICES
REPLACED NO FURTHER THAN EDGE OF PUBLIC RIGHT OF WAY.
5. EXISTING GAS AND ELECTRICAL SERVICE TO BE REMOVED PER SEPARATE SDGE WORK ORDER.
6. ANY PLUMBING FIXTURE LOCATED BELOW EL. 66.0 NGVD29 WILL REQUIRE A BACKWATER VALVEINSTALLATION ON SEWER LATERAL PER S-7
7. MIN 1' VERTICAL SEPARATION BETWEEN TOP OF SEWER AND BOTTOM OF WATER AT ALL CROSSINGS.
8. PAINT 15-FT OF RED CURB ON EACH SIDE OF HYDRANT; 30-FT RED CURB TOTAL.
INSTALL 1" IRRIGATION SERVICE WITH 1" METER
AND 1" BACKFLOW; 79 PSI 17.6 GPM; PER CMWD
W-3 W/ BACKFLOW PER W-6
EXISTING GAS SERVICE TO BE REMOVED SEE
NOTE 5 ABOVE
CONNECT TO EXISTING 8" PVC WATER MAIN WITH8" X 8" X 8" TEE PER DETAIL W.3 SHEET 3
CONSTRUCT 6" PCC CURB AND GUTTER PERSDRSD G-2
4" AC OVER 4" OR 8" AB PAVEMENT PER CITY OF
CARLSBAD STREET DESIGN CRITERIA AND
GEOTECH RECOMMENDATION BASED ON TESTED
R-VALUE
INSTALL 2" MAR PER CMWD W-10
REMOVE TO EXISTING 8" CROSS CONNECTIONPER DWG 938-3 AND INSTALL NEW TEE PERDETAIL W.1 SHEET 3
11
UTILITY NOTE:
- CONTRACTOR TO POTHOLE EXISTING UTILITY MAINS PRIOR TO CONSTRUCTION TO VERIFY
HORIZONTAL AND VERTICAL INFORMATION.
-CONTRACTOR TO REPLACE ALL EXISTING WATER SERVICES NOT SERVING THE EXISTING
PROPERTY AFTER THE CONSTRUCTION OF THE NEW 8" PVC WATER MAIN IS COMPLETED.
CONTRACTOR TO CONNECT WATER SERVICE TO EXISTING METER AND PROTECT IN PLACE
EXISTING METER AND METER BOX; EXISTING WATER METERS OUTSIDE OF THE PUBLIC RIGHT
OF WAY SHALL HAVE SERVICES REPLACED NO FURTHER THAN EDGE OF PUBLIC RIGHT OF WAY
12
13
14
12+50 13+50 14+50 15+5011+50
12+30.96 56.0'57.6 IE0.70'67.845'66.0 NO5.0'
6
15
EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN FAVOR OF CITY OF
CARLSBAD, RECORDED SEPTEMBER 14, 1956 AS BOOK 6256, PAGE 550 OF OFFICIAL
RECORDS; EASEMENT SUPERCEDED BY EASEMENT 4 BELOW
EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OFCARLSBAD, RECORDED OCTOBER 10, 1956 AS BOOK 6292 PAGE 217 OF OFFICIAL RECORDSTO REMAIN
SDG&E EASEMENT, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-0307670, O.R. TO REMAIN
SDG&E EASEMENT, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-0307671 TO REMAIN.
1
4
5
6
PROPOSED EASEMENT INFORMATIONEXISTING EASEMENT INFORMATION
PUBLIC STREET AND PUBLIC UTILITY EASEMENT FOR GRAND AVENUE
TO THE CITY OF CARLSBAD
PUBLIC WATER AND SEWER CARLSBAD MUNICIPAL WATER DISTRICT(CMWD)
B
D
10
2.0%62.6'
CURB & GUTTER DATA TABLE#BEARING / DELTA LENGTH RADIUS
10.70'
9.74'10.00'
22.79'
2
1
REMARKS
4 111.07'N 56° 00' 18" E -
0" CURB
0" CURB
6" C&G SDRSD G-2
0" CURB3.35'N 56° 00' 18" E -3
CO
N
T
I
N
U
A
T
I
O
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L
I
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E
S
E
E
S
H
E
E
T
7
D = 55° 49' 48"
D = 26° 54' 0"
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENTWITH DIESEL PARTICULATE FILTERS SHALL BEUTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
9
MBI
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STA.
11+70.75
11+78.56
11+88.56
12+03.36
\ I
MECHANICAL JOINT RESTRAINT DATA TABLE
TYPE DIAMETER TEST PRESSURE
OF PIPE BEND I FITTING (LBIIN'2)
8"PVC 45DEGBEND 150
8" PVC 45DEGBEND 150
8" PVC 22.5 DEG BEND 150
8" PVC 22.5 DEG BEND 150
r
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ASSUMED SOIL RESTRAINED JOINT
CAPACITY (LBIFT'2) LENGTH REQUIRED
1.500
1,500
1,500
1.500
..____
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48-FT
10-FT
5-FT
23-FT
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ORDER #300000611402
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EXISTING WATER
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MATCH TO EX.(59.75 FS)
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UTILITY CROSSING 10"VC SEWER MAIN;(49.3 SEWER IE)
EXISTING PARKINGSTRIPING TO REMAIN
EXISTING TRAVEL LANESTRIPING TO REMAIN
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EXISTING DRY UTILITYPEDESTAL TO REMAIN
EXISTING TRANSFORMERTO REMAIN
EXISTING 10" VC SEWER
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EXISTING 6" AC WATER
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EXISTING PED RAMP TO
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EX. SEWER MH
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(54.74 IE)
UTILITY CROSSING 6"
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UTILITY CROSSING FIREHYDRANT SERVICE;
(58.5 TP)
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LIMITS OF PROPOSEDGRIND AND OVERLAY
*10
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///////////////
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SEE DWG 546-4A FOR
ONSITE IMPROVEMENTS
N 33°57'29" E 426.75'
HOPE AVE
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63.25 FL
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63.00
63.16
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63.36
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J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS
HOPE APARTMENTSHOPE AVENUE
SDP2022-0006
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CT 2022-0001
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
9
546-4
ROW 2023-0851
PLSA 3802
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
PLAN VIEW - GRAND AVENUE DRY UTILITY PLAN
SCALE: 1" = 10'
PLAN VIEW - HOPE ALLEY UTILITY PLAN
SCALE: 1" = 10'
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN
HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT
HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO
ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFYENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY.
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY MONUMENTS
DESTROY DURING CONSTRUCTION SHALLBE REPLACED BY A LICENSED SURVEYORAND PROPER DOCUMENTATION SHALL BEFILED WITH THE COUNTY RECORDER
GRAND AVENUE CENTER LINE DATA TABLE#BEARING / DELTA LENGTH RADIUS
979.28'1 -N 55° 58' 09" E
HOPE AVENUE CENTER LINE DATA TABLE#BEARING / DELTA LENGTH RADIUS
979.28'1 -N 55° 58' 09" E
CONSTRUCTION NOTES
EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLAN.
MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR
WHO SHALL FILE A CORNER RECORD WITH COUNTY IF DISTURBED OR
DESTROYED.
TRENCH AND RESURFACING W/ AC PAVEMENT PER CITY OFCARLSBAD GS-26, GS-28
2" AC GRIND AND OVERLAY
1
2
ADDITIONAL NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLERECORD INFORMATION.
2. ALL ONSITE WATER, SEWER AND STORM DRAIN FACILITIESTO BE PRIVATELY MAINTAINED.
3. REMOVE EXISTING WATER SERVICES PER CITY OF
CALRSBAD STANDARD SPECIFICATION 15000-3.11.
REMOVE EXISTING SEWER LATERALS PER CITY OF
CARLSBAD STANDARD SPECIFICATION 15000-3.11
PROPOSED EASEMENT INFORMATION
PROPOSED PUBLIC STREET AND PUBLIC UTILITY EASEMENT FOR CARLSBADVILLAGE DRIVE TO THE CITY OF CARLSBAD PER FINAL MAP ________
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SEE BELOW FOR CONTINUATIONGRAND AVENUE:
SEE SHEET 6 FOR CONTINUATION
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HOPE AVENUE CENTER LINE DATA TABLE#BEARING / DELTA LENGTH RADIUS
490.49'-N 33° 57' 29" W1
HARDING AVENUE CENTER LINE DATA TABLE#BEARING / DELTA LENGTH RADIUS
490.31'-N 37° 57' 29" E1
GRAND AVE. DRY UTILITY PLAN &HOPE AVE. UTILITY PLAN
3
SEPARATION NOTES:
1-FT MIN. VERTICAL SEPARATION TOP OF ELECTRICAL
CONDUIT TO BOTTOM OF WATER. TRENCH WIDTHS
GREATER THAN 18" FOR A WATER MAIN UNDERCUT
INSTALLATION AT PROPOSED CROSSING REQUIRE AC
MAIN REPLACEMENT PER CMWD W-30
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APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 83912 EXP.9/J()/26 DA1E
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DA1E INITIAL DA1E INITIAL RVWD BY: ---1
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68.70 TC68.28 FL
68.53 TC68.08 FL
68.76 TC68.76 FL
68.75 TC68.31 FL67.95 TC67.90 FL
67.41 TC67.31 FL
65.86 TC65.80 FL
65.20 TC64.71 FL63.18 TC62.73 FL
62.80 TC62.31 FL
63.07 TC63.04 FL
63.29 TC63.25 FL
67.58 TC67.08 FL
67.96 TC67.56 FL
68.45 TC68.00 FL
68.87 RIM
64.94 RIM
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66.06 TC65.77 FL
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EXISTING 6" C-150 AC WATER
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EXISTING 6" VC SEWER
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EXISTING 24" RCP STORM
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EXISTING PCC PEDRAMP TO REMAIN
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EXISTING PCC CURB AND
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EXISTING DRY UTILITYPULLBOX TO REMAIN
EXISTING DRY UTILITY
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EXISTING DRY
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EXISTING DRY UTILITYPULLBOX TO REMAIN EXISTING DRY UTILITY
PULLBOX TO REMAIN
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PARCEL A
PM 21619
APN: 203-320-50
BLOCK 67
MAP 775
PROJECT SITE
SEE DWG 546-6A FOR ONSITE IMPROVEMENTS
10
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12
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EXISTING PCC SIDEWALKTO REMAIN
EXISTING PCC CURB AND
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63.6 FS
(63.9 FS)
63.95 FS
(64.7 FS)
64.75 FS
(65.5 FS)
65.55 FS
(66.0 FS)
66.05 FS
5'
67.30 FS
(67.05 FS)
(67.45 FS)
67.55 FS
A 16
3
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(2
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N 55°58'09" E 35.02'
N 56°51'49" E 162.88'N 33° 58' 05" E2.98'
CARLSBAD VIL. DR STA. 41+24.37 =
HOPE AVE STA. 14+90.49
2.
0
%
EXISTING PCC PEDESTRIAN
WALKWAY TO BE REMOVED
AND REPLACED WITH PCC
SIDEWALK
EXISTING PCC
CURB AND GUTTER
TO REMAIN
RO
W
ROW
EXISTING AC PAVEMENT
WITHIN HOPE AVENUE
TO REMAIN
6
SEE DETAIL D
THIS SHEET
7.
7
'
2
HOPE AVENUE CA
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STA. 41+34.62
~45.5' LT
MATCH TO EX.;
(63.25 FS)
STA. STA 41+39.81 ~49.5' LT63.35 FS
STA. 41+43.71~45.4' LT
MATCH TO EX.;
(63.35 FS)
1.
5
%
EXISTING DECORATIVE
PAVERS TO REMAIN
EXISTING PCC PED
RAMP TO BE
PROTECTED IN PLACE
EXISTING PCCC&G TO REMAIN
EXISTING PCCCURB TO REMAIN
EX. LANDSCAPE
AREA & TREE TO
REMAIN EX. PCC CROSSGUTTER TO REMAIN
EXISTING PCC
SIDEWALK TO REMAIN
EXISTING SCORELINES TO REMAIN
EXTEND SCORE
LINES TO NEW
BACK OF SDWK
12.3'
(63.75 TC)
(63.64 FS)
EX. PCC CURBTO REMAIN
1.3%
STA. 41+43.71 ~49.5' LT63.40 FS
1.
3
%
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(3
.
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%
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63.60 FS
1.3%
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8.1'
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.
7
%
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(63.25 FS)
W
W
4"TD
EXISTING PCCC&G TO REMAIN
CARLSBAD VILLAGE DRIVE
8.
0
'
5.0'
12
.
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'
T
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5'
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EXISTING
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REMAIN
EXISTING LIGHT
POLE AND NCTD
SIGN TO REMAIN
6
EXISTING WATER
SERVICE AND VACANT
METER TO REMAIN
BACK OF
SIDEWALK
13.3'
3.
7
'
2.
0
%
2.
0
%
2.
0
%
5' WIDE X 8' DEEP
ADA COMPLIANT,LEVEL CLEAR SPACE
EXISTING TREEAND GRATE TOREMAIN
72.
0
%
(64.35 FS)
64.43 FS
2.0%
N 56° 51' 49" E 162.88'
PL
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS
CONSTRUCTION NOTES
EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLAN.MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYORWHO SHALL FILE A CORNER RECORD WITH COUNTY IF DISTURBED ORDESTROYED.
REMOVE EXISTING METER BOX ON ABANDONED WATER SERIVCE;
REPLACE WITH NEW SIDEWALK JOINT TO JOINT; MATCH BRUSH
THEMED SIDEWALK
TRENCH AND RESURFACING W/ AC PAVEMENT PER CITY OF
CARLSBAD GS-26, GS-28
CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7
INSTALL 1" DOMESTIC WATER SERVICE, METER AND BACKFLOW PERCMWD W-3 AND W-6; INSTALL CONSTRUCTION JOINTS AROUNDMETER IN SIDEWALK LOCAITON
CONSTRUCT SHELTER 'B' BUS STOP IMPROVEMENTS PER NCTD
STANDARD SHELTER SPECIFICATIONS AND NCTD BUS STOP
IMPROVEMENT HANDBOOK, 2018 EDITION. SEE DETAIL D THIS SHEET
AND DETAILS SHEET 9; LOCATION OF ADVERTISING STYLE PANEL AND
SHELTER SIDE PERFORATED METAL PANEL PER DETAILS SHEET 9.
CONSTRUCT 18" WIDE X 72" LONG PERFORATED METAL BENCH W/ 3SEATS BUS STOP IMPROVEMENT PER DETAILS SHEET 9
1
2
3
4
5
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWNHEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACTHORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO
ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY
ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION
AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY.
ALL EXISTING MONUMENTS TO BEPROTECTED IN PLACE. ANY MONUMENTS
DESTROY DURING CONSTRUCTION SHALL
BE REPLACED BY A LICENSED SURVEYOR
AND PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER
ADDITIONAL NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE
RECORD INFORMATION.
2. ALL ONSITE WATER, SEWER AND STORM DRAIN FACILITIES
TO BE PRIVATELY MAINTAINED.
3. REMOVE EXISTING WATER SERVICES PER CITY OFCALRSBAD STANDARD SPECIFICATION 15000-3.11.REMOVE EXISTING SEWER LATERALS PER CITY OFCARLSBAD STANDARD SPECIFICATION 15000-3.11
PLAN VIEW - CARLSBAD VILLAGE DRIVE IMPROVEMENTS
SCALE: 1" = 10' HORIZONTAL
SDP2022-0006
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CT 2022-0001
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
9
546-4
ROW 2023-0851
PLSA 3802
CARLSBAD VILLAGE DRIVE IMP.
8
ALL ON-SITE IMPROVEMENTS SHOWN HEREONFOR REFERENCE ONLY; SEE DWG 546-6A FORON-SITE IMPROVEMENTS
CARLSBAD VILLAGE DR CENTER LINE DATA TABLE#BEARING / DELTA LENGTH RADIUS
979.28'1 -N 55° 58' 09" E
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
PROPOSED EASEMENT INFORMATION
PROPOSED PUBLIC STREET AND PUBLIC UTILITY EASEMENT FORCARLSBAD VILLAGE DRIVE TO THE CITY OF CARLSBAD PER FINAL MAP
DETAIL C - CBV DR & HOPE AVE SOUTHEAST INT.
SCALE: 1" = 5' HORIZONTAL
A
CARL KARCHER ENTERPRISES, INC., HOLDER OF EASEMENTS FOR
PARKING AND INGRESS AND EGRESS, RECORDED MARCH 31, 1975 AS
INST. NO. 75-72461, O.R.
SIGN EASEMENT AGREEMENT RECORDED SEPTEMBER 17, 2018 AS INST.
NO. 2018-0384169 TO REMAIN
3
EXISTING EASEMENT INFORMATION
CARLSBAD VILLAGE DRIVE STRIPING NOTE:
NO PROPOSED CHANGES TO EXISTING STRIPING ALONG CARLSBAD
VILLAGE DRIVE. CONTRACTOR TO REPLACE STRIPING IN KIND FOR
PORTIONS OF PAVEMENT IMPACTED BY UTILITY TRENCHING
PROPOSED WITHIN CARLSBAD VILLAGE DRIVE RIGHT-OF-WAY.
DETAIL D - CBV DR & HARDING ST NCTD BUS STOP
SCALE: 1" = 5' HORIZONTAL
6
7
16
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENTWITH DIESEL PARTICULATE FILTERS SHALL BEUTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
HOPE APARTMENTS
HOPE AVENUE
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I SHEET I CITY OF CARI.SBAD I SHEETS I l----+---+--------------1-----1----1>----1----1 ENGINEERING DEPARlMENT l----+---+--------------1-----1----1>----1----1 1----1---4---------------1----1----1.,__--1------1 IMPROVEMENT PLANS FOR:
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 83912 EXP.9/J()/26 DA1E
/1'\
DA1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA1E INITIAL DA1E INITIAL RVWD BY: ---11
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PROJECT NO. I DRAWING NO.
Docusign Envelope ID: 34306A75-71BC-44C0-B025-2169B668B940
1/23/2025
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\IMPROVEMENT PLANS
HOPE APARTMENTS
HOPE AVENUE
SDP2022-0006
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CT 2022-0001
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
9
546-4
ROW 2023-00-0851
PLSA 3802
BUS STOP DETAILS AND SECTIONS
9BUS STOP SHELTER 'B' - FLOOR PLAN
SCALE: NTS
BUS STOP SHELTER 'B' - REFLECTED CEILING PLAN
SCALE: NTS
BUS STOP SHELTER 'B' - ELEVATIONS
SCALE: NTS
BUS STOP SHELTER 'B' - ROOF PLAN
SCALE: NTS
_
(NOT PROPOSED)
(NOT PROPOSED)
BROWN
BROWN (WAYFINDING OR
MBI
cp ~ cp CQ 6' .. 8" cp 6' .. sn
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IMPROVEMENT PLANS FOR:
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP.9/30/26 DAlE
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INITIAL DAlE INITIAL I RVWD BY: 11 PROJECT NO. I DRAWING NO.
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Docusign Envelope ID: 34306A75-71BC-44C0-B025-2169B668B940
1/23/2025