HomeMy WebLinkAboutDWG 549-9; CT 2024-0001; TYLER STREET HOMES; 01-03CAR
L
S
B
A
D
V
I
L
L
A
G
E
D
R
SITE
T
Y
L
E
R
S
T
I
N
T
E
R
S
T
A
T
E
5
N.T.S.
86542
03/31/2027
1 TITLE SHEET / NOTES
2 TYLER STREET IMPROVEMENTS
3 DETAILS
EG = EXISTING GRADE
FS = FINISHED SURFACE
FG = FINISHED GRADE
FL = FLOWLINE
FF = FINISHED FLOOR
GF = GARAGE FACE
IE = INVERT ELEVATION
LA = LANDSCAPE AREA
TC = TOP OF CURB
TG = TOP OF GRATE ELEVATION
RIM = TOP OF RIM ELEVATION
EXISTING GRADE
FYSB = 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
** TO BE VERIFIED IN THE FIELD WITH THE R-VALUE TEST
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S):204-010-09-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N E
ADDRESS: 3215-3225 TYLER STREET, CARLSBAD CA 92008
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
PLSA 4070J:\ACTIVE JOBS\4070 NORUM-CARLSBAD-TYLER STREET\CIVIL\DRAWING\IMPROVEMENT PLANS\4070-CV-IP-01-TITLE.DWG
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO __________ DATED ___________
AND NO __________ DATED ___________
5. THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY
GEOTECHNICAL EXPLORATION, INC: JOB. NO.
23-14403 DATED 1/29/2024
7. THE 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 2)
PREPARED BY: ___________ , SEE SHEETS 5-6, DWG 549-9A.
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
BY: ___________ DATED: _______________
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP
CONSTRUCTION HANDBOOK AND CALTRANS
CONSTRUCTION SITE BMP MANUAL
PLSA
PLSA
N/A
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83
(CCS83) EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER
CONTROL STATIONS "CLSB 130" AND "CLSB 122" BEING A GRID BEARING OF N 63°33'34" E GRID AS
DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271, CITY OF CARLSBAD
SURVEY CONTROL, FILED ON FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862 IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY.
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON: JULY 27, 2023
BY: PASCO, LARET, SUITER & ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
IN SOUTHEAST CORNER OF DRAINAGE BOX INLET AT THE END OF
CURB RETURN IN THE NORTHEAST CORNER OF GRAND AVENUE
AND WASHINGTON STREET, 52 FEET WEST OF RAILROAD TRACKS
AND 40 FEET NORTH OF THE CENTER OF GRAND AVENUE.
LOT 5 INDUSTRIAL TRACT, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, AS PER MAP 1743, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAID SAN DIEGO COUNTY JANUARY 3, 1923, TOGETHER WITH THAT PORTION OF LOTS 13,
14, 15, AND 16 IN BLOCK "F" OF CARLSBAD ACRE TRACT 106, ACCORDING TO MAP
THEREOF NO. 535, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, MAY 2, 1888. ALSO THOSE PORTIONS OF FIRST STREET ADJACENT ON THE
NORTHEAST; PINE AVENUE ADJACENT ON THE NORTHWEST; AND THE ALLEY ADJACENT
ON THE SOUTHWEST LYING BETWEEN THE NORTHEASTERLY LINE OF THE 200.00 FOOT
RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD AND THE
SOUTHWESTERLY LINE OF SAID BLOCK "F", AS VACATED BY RESOLUTION OF THE
COUNTY BOARD OF SUPERVISORS ON MARCH 1, 1915 IN BOOK 36, PAGE 104 OF
MISCELLANEOUS RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 5, ALSO BEING THE
NORTHEASTERLY CORNER OF LOT 4 OF SAID MAP 1743; THENCE, SOUTH 55°27'00" WEST
162.84 FEET ALONG THE SOUTHEASTERLY LINE OF SAID LOT 4 TO A POINT ON A
PARALLEL LINE THAT IS 3.00 FEET, MEASURED PERPENDICULAR AND SOUTHWESTERLY
OF THE SOUTHWESTERLY LINE OF SAID LOT 5; THENCE, SOUTH 34°33'00" EAST 139.82
FEET TO THE NORTHWESTERLY LINE OF LOT 6 OF SAID MAP 1743; THENCE, NORTH
55°27'00" EAST 162.84 FEET ALONG THE NORTHWESTERLY LINE OF SAID LOT 6 TO THE
NORTHEASTERLY CORNER OF LOT 5, ALSO BEING THE SOUTHWESTERLY RIGHT-OF-WAY
OF TYLER STREET (FORMERLY FIRST STREET); THENCE, NORTH 34°33'00" WEST 139.82
FEET ALONG SAID SOUTHWESTERLY LINE OF TYLER STREET (FORMERLY FIRST STREET)
TO THE POINT OF BEGINNING.
X X
W W
S S
G G
W
S S
W W
OE OE
CARLSBAD GS-26,
GS-27 & GS-28
CMWD W-3, W-6
CARLSBAD
S-7 1 EA
1 EA
241 LF
140 LF
1,080 SF
N/A
847 SF
114 LF
PA
S
C
O
,
L
A
R
E
T
,
S
U
I
T
E
R
&
A
S
S
O
C
I
A
T
E
S
19
1
1
S
A
N
D
I
E
G
O
A
V
E
N
U
E
,
S
A
N
D
I
E
G
O
C
A
9
2
1
1
0
PH
:
(
8
5
8
)
2
5
9
-
8
2
1
2
F
A
X
:
(
8
5
8
)
2
5
9
-
4
8
1
2
CT 2024-0001
"AS BUILT"
DATE
DATE
REVIEWED BY:
TYLER STREET HOMES
3215-3225 TYLER STREET
3
549-9
IMP 2024-0010
INSPECTOR
MAP 775
MAP 1743
CR 20872
CR 24398
CR 30120
CR 9487
ROS 9309
ROS 14504
ROS 03194
ROS 16439
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD
REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL
CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS
LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE
SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM
RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND 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 $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY
MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE 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 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 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 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 ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE
CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE
INSPECTOR PRIOR TO EXCAVATION.
16. 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 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 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 INSPECTOR 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 MATERIAL SHALL BE OBTAINED FROM, AND WASTE 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 FACILITIES 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 BELOW) AT LEAST TWO FULL
WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE
WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY 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
24. IN 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.
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE 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 M19.
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.
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF
CARLSBAD 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 SHALL BE
REQUIRED.
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.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 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 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 1" AND ALL METERS SHALL BE 1" (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.
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 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 WIDE
PLASTIC ADHESIVE TAPE AT MAXIMUM 10-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, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER
SHUTDOWN.
1. 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 LATEST VERSION, AS AMENDED FOR USE IN
CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (2018 OR LATEST VERSION THEREOF), THESE
PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR
HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF
WORK AND TRANSPORTATION 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 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 TRANSPORTATION
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 LATEST VERSION OF THE CALTRANS 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 2009 LATEST VERSION, 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 2009 REVISION 1 AND 2, 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 OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT
WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE
12"X12"
20. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW AND
RELOCATED.
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.
BY: DATE:
BRYAN A. KNAPP, R.C.E.
R.C.E. NO.:
REGISTRATION EXPIRATION DATE:
FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC.
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
CITY, STATE: SAN DIEGO, CA 92110
TELEPHONE: (858) 259-8212
362 1666
DESCRIPTION: CLSB-130, 2.5" DISK
LOCATION:
RECORDED:
ELEVATION: 40.91 DATUM: NGVD29
NAME:JOHN NORUM FOR:
TYLER STREET DEV LLC
ADDRESS:2888 LOKER AVENUE EAST, SUITE 220
CARLSBAD, CA 92010
PHONE NO.: (949) 678-4927
SDRSD G-2*
WCMWD W-4, W-6 1 EA
F FCMWD W-9 1 EA
CMWD W-17,
W-18 1 EAWW
WM
WM
SDRSD G-14A*
(WIDTH PER PLAN)205 SF
W W 148 LF
280 SF
JANUARY 2024
SEE GRADING PLAN DWG 549-9A FOR DESCRIPTION OF ONSITE BMPS
TREE WELL SD-A OWNER YES 2-3 INSPECTED MONTHLY
MAINTAIN WHEN NEEDED
SDRSD G-7
PROPERTY BOUNDARY
CENTERLINE OF ROAD
PUBLIC RIGHT-OF-WAY
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED DIRECTION OF FLOW
PROPOSED SAWCUT OF EXISTING PAVEMENT
PROPOSED 3" AC GRIND AND OVERLAY
PROPOSED 4" AC OVER 6" CLASS II AB**
PROPOSED 4" PCC SIDEWALK
PROPOSED 6" PCC CURB & GUTTER
REMOVE EXISTING CURB & GUTTER
PROPOSED TRENCH RESURFACING
EXISTING OVERHEAD ELECTRICAL LINE
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
PROPOSED 8" PUBLIC WATER MAIN UPSIZE
IMPROVEMENTS
PROPOSED 8"X6" REDUCER
PROPOSED 8" GATE VALVES
PROPOSED 1" IRRIGATION WATER SERVICE,
METER AND BACKFLOW
PROPOSED 2" DOMESTIC WATER SERVICE,
METER AND BACKFLOW
PROPOSED 6" FIRE SERVICE, 6" FIRE RPDA
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED 6" PVC SEWER LATERAL WITH 12"
CLEANOUT LID & BACK WATER DEVICE
PROPOSED 6" PCC DRIVEWAY APRON
PROPOSED TREE WELL BMP
3 EA
3 EA
1 EA
1
140 LF
2025-027 1/28/2025
SDC GS DS GS-1.02
CMWD W-20
CMWD W-21
7527 11/6/2024
4/21/2025
NF
NF
GENERAL NOTES STREET NOTES SIGNING AND STRIPING NOTES
/
VICINITY MAP
SEWER NOTES
INDEX OF SHEETS ABBREVIATION LEGEND
REFERENCE DRAWINGS
WATER NOTES
OWNER/DEVELOPER INFORMATION
SOURCE OF TOPOGRAPHY LEGAL DESCRIPTION
PROJECT LOCATION
BENCH MARK
BASIS OF BEARINGS
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-3)
---
'?'<-0 I OJI(
f3' ~ ~~DRtw~'-1(
'<' ,._ 1< ~-1<
/::? 9:-'lo "' Cr)Q:} ..-a--z "' No. 86542 "' u.J "' "' Exp. 03/31/27 =o
* * J',t,,!f Cl VI\.. r:t* 't-
OF Cf>,\..\~
POST-CONSTRUCTION BMP TABLE
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM
TRASH CAPTURE1 HYOROMODIFICA TION1
~ STANDARD STORM WATER REQUIREMENTS ~ YES ~ YES
PRIORITY PROJECT REQUIREMENTS NO NO
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
/1,
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
I I I
WORK TO BE DONE
DESCRIPTION
LEGEND
STD. SYMBOL --------
64 ----64 ----
(·.·.·.·.·.·.·.·.·.·.·.· .•. •. •.•.•.•.•.•.•.•.•.•.•.•.•.• .•. •. •. j
I / / 7 ,' 7 1 7 / 7 ,, /1
fZ 7 7 7 / 71 7 I 7 7
<J
® ~
►1
----§
------0
~
QUANTITY
P L S A
It, .. ~ P.E. EXP.
PLSAEN GINEE RING.COM
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARlMENT
IMPROVEMENT PLANS FOR:
TITLE SHEET
APPROVED: JASON S. GELOERT
ENGINEERING MANAGER RCE 63912 f:¥1>.9/YJ/28 DAlE
I PROJECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL RVWD BY:
DlHER APPROVAL QlY APPROVAL CHKD BY:
Docusign Envelope ID: AD6F41AF-0945-4557-A78D-2AB04DAB16AF
5/14/2025
PA
S
C
O
,
L
A
R
E
T
,
S
U
I
T
E
R
&
A
S
S
O
C
I
A
T
E
S
19
1
1
S
A
N
D
I
E
G
O
A
V
E
N
U
E
,
S
A
N
D
I
E
G
O
C
A
9
2
1
1
0
PH
:
(
8
5
8
)
2
5
9
-
8
2
1
2
F
A
X
:
(
8
5
8
)
2
5
9
-
4
8
1
2
CT 2024-0001
"AS BUILT"
DATE
DATE
REVIEWED BY:
TYLER STREET HOMES
3215-3225 TYLER STREET
3
549-9
IMP 2024-0010
INSPECTOR
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
J:\ACTIVE JOBS\4070 NORUM-CARLSBAD-TYLER STREET\CIVIL\DRAWING\IMPROVEMENT PLANS\4070-CV-IP-02-PLAN AND PROFILE.DWG
PLAN VIEW - PUBLIC IMPROVEMENTS
SCALE: 1" = 10'
PROFILE VIEW - CL TYLER STREET
SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL
36 CL
40 CL
44 CL
48 CL
52 CL
48 TC
44 TC
52 TC
40 TC
36 CL
40 CL
44 CL
48 CL
52 CL
48 TC
44 TC
52 TC
40 TC
CONSTRUCTION NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
5+00 5+50 6+00
PROFILE VIEW - TOP OF CURB RIGHT
SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL
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 NOTIFY
ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN
ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES
UPON DISCOVERY OF DISCREPANCY
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY
MONUMENTS DESTROYED DURING
CONSTRUCTION SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER.
ADDITIONAL NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION.
2. ONSITE IMPROVEMENTS SHOWN HEREON FOR REFERENCE ONLY; REFER TO SEPARATE
PRECISE GRADING PLAN DWG 549-9A FOR CONSTRUCTION
3. EXISTING SEWER LATERALS AND CLEANOUTS COULD NOT BE LOCATED. ANY EXISTING SEWER
LATERALS LOCATED DURING CONSTRUCTION SHALL BE REMOVED PER CITY OF CARLSBAD
STANDARD SPECIFICATION 15000-3.12. CONTRACTOR TO LOCATE DURING CONSTRUCTION.
4. FOR PRIVATE ONSITE WATER, RECYCLED WATER, FIRE, AND SEWER SEE SEPARATE PRIVATE
UTILITY PLAN AND PRIVATE FIRE UNDERGROUND PLAN UNDER SEPARATE PERMIT SUBMITTAL.
EASEMENT / DEDICATION NOTES
PROPOSED 5.0' WIDE PUBLIC UTILITY EASEMENT AND PUBLIC STREET
EASEMENT TO THE CITY OF CARLSBAD
1
EXISTING EASEMENTS NOTES
ITEMS 1 THROUGH 3 ARE NON MAPPING ITEMS AND HAVE BEEN OMITTED HEREON.
15
2
*NOTE: DURING CONSTRUCTION EXISTING WATER
SERVICES AFFECTED BY WATER MAIN UPSIZE TO
REMAIN ACTIVE. CONTRACTOR TO SUBMIT
TEMPORARY HIGH LINE WITH SHUT DOWN REQUEST.PVC SEWER LATERAL TABLE
CL STATIONING OF
LATERAL @ MAIN SIZE MAIN IE IE @ MAIN LENGTH DROP TO
MAIN
LATERAL ELEV.
@ PL (IE)
LATERAL
SLOPE %
GROUND
ELEV. @ PL
DEPTH BELOW
PL (PL TO IE)
BACKWATER
VALVE REQ'D
5+57.07 6" 38.5 39.7 24.00' 1.20' 40.1'2.0%46.4' 6.3'NO
8" WATER MAIN THRUST / ANCHOR BLOCK TABLE
**BEARING AREA (SF)BEND / FITTING APPROX. SIZE
**BEARING AREA BASED ON 200 PSI TEST PRESSURE FOR 8" PIPE, SAND AND
GRAVEL (1,500 LB/SF)
18.290°
10.4
TEE & DEAD END
4.25' X 4.25'
3.25' X 3.25'
13.0
45°
3.75' X 3.5'
EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED
LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED
PROPOSED SEWER CLEANOUT WITH CONCRETE BOX AND TRAFFIC RATED LID BY J&R OR BROOKS PART NO. 3-R-T
PER CITY OF CARLSBAD STANDARD S-7
PROPOSED 8" SEWER CONNECTION, REFER TO CSD S-7
REMOVE AND REPLACE EXISTING CURB & GUTTER WITH 6" PCC CURB & GUTTER PER SDRSD G-02*
PROPOSED 1" IRRIGATION WATER SERVICE, METER AND BLACKFLOW PER CMWD STANDARD W-3, W-6
MAXIMUM IRRIGATION DEMAND 5.6 GPM
INSTALL PRESSURE REGULATOR AND SET AT 80 PSI
PROPOSED 2" DOMESTIC WATER SERVICE, METER AND BACKFLOW PER CMWD STANDARD W-4, W-6
PROPOSED 6" FIRE SERVICE AND 6" FIRE RPDA (BY WILKINS MODEL 475DA OR APPROVED EQUAL) PER CMWD W-9.
INSTALL U.L. LISTED 2-WAY (2 X 2-1/2" INLET) FIRE DEPARTMENT CONNECTION (FDC) BY POTTER ROEMER MODEL
5715-A-DI OR APPROVED EQUAL ON FIRE SERVICE RPDA
PROPOSED 20' WIDE PCC DRIVEWAY APRON PER SDRSD G-14A*; SEE DETAIL ON SHEET 3 FOR VEHICLE PCC
ROADWAY TYPICAL SECTION
PROPOSED TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD STANDARD GS-26, GS-28
PROPOSED TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD STANDARD GS-27, GS-28
PROPOSED 4" PCC SIDEWALK PER SDRSD G-07
PROPOSED 3" AC GRIND AND OVERLAY
PROPOSED AC PAVEMENT SAWCUT PER DETAIL ON SHEET 3
INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STANDARD W-17, W-18
PROPOSED TREE WELL BMP PER DETAILS ON SHEET 3
*AS MODIFIED PER CITY OF CARLSBAD STANDARDS
X
X
X
45
45
45
45
X
X
X
XXXXXXXXXXXXXXXXX
5+00 6+00SSSSSSSSSSSSSSSSSSS S S S S S
G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W
IR
R
IR
R
IR
R
IR
R
W
W
W
W
S
S
S
F
F
F
F
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
W
W
W
W
W
W
W
W
C
WMWM
JTJTJTJT
JT
JT
JT
JT
JTJ
T
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
OE
OE
OE OE OE OE OE
W WW
OE
OE
OE
OE
OE
OE
OE
OE
OE
X
X
X
X X
X
X
X
X
X
X
X
(SEE DWG 549-9A FOR ONSITE IMPROVEMENTS)
L3
L2
ST
A
4
+
8
0
.
1
7
~
1
5
.
0
0
'
R
T
MA
T
C
H
T
O
E
X
.
T
C
;
BE
G
I
N
I
M
P
R
.
P
C
C
C
&
G
;
BE
G
I
N
C
U
R
B
T
R
A
N
S
I
T
I
O
N
;
(4
5
.
7
8
T
C
)
;
(
4
5
.
6
5
F
L
)
ST
A
6
+
2
0
.
0
7
~
1
5
.
0
0
'
R
T
MA
T
C
H
T
O
E
X
.
T
C
;
EN
D
I
M
P
R
.
P
C
C
C
&
G
;
(4
6
.
4
6
T
C
)
;
(
4
5
.
9
7
F
L
)
ST
A
5
+
5
7
.
0
7
~
0
.
0
0
'
T
(3
8
.
5
I
E
)
(
N
W
)
39
.
7
I
E
(
S
W
)
@
L
A
T
38
.
5
I
E
I
N
(
S
W
)
@
M
A
I
N
(3
8
.
5
I
E
)
(
S
E
)
ST
A
5
+
2
8
.
5
7
~
1
0
.
0
0
'
L
T
CO
N
N
E
C
T
T
O
P
R
O
P
.
8"
P
V
C
W
A
T
E
R
M
A
I
N
ST
A
5
+
2
3
.
5
7
~
1
0
.
0
0
'
L
T
CO
N
N
E
C
T
T
O
P
R
O
P
.
8"
P
V
C
W
A
T
E
R
M
A
I
N
ST
A
5
+
2
1
.
5
7
~
1
0
.
0
0
'
L
T
CO
N
N
E
C
T
T
O
P
R
O
P
.
8"
P
V
C
W
A
T
E
R
M
A
I
N
ST
A
5
+
0
3
.
9
8
~
1
0
.
0
0
'
L
T
CO
N
N
E
C
T
T
O
P
R
O
P
.
8"
P
V
C
W
A
T
E
R
M
A
I
N
756
15
.
0
'
15
.
0
'
6.
0
'
5.
0
'
P
U
B
L
I
C
R
O
W
DE
D
I
C
A
T
I
O
N
45
.
0
'
ROW
ROW
ROW
RO
W
TYLER STREET
PI
N
E
A
V
E
N
U
E
EX
.
P
O
W
E
R
P
O
L
E
TO
B
E
P
R
O
T
E
C
T
E
D
IN
P
L
A
C
E
EX. 1.5" GAS
PER DWG 402-6
EX. 8" VC SEWER
PER DWG 118-9
EX. 6" ACP WATER
MAIN PER DWG 402-6
STA 6+20.07 ~10.00' LT
CONNECT PROP. 8" PVC
TO EX. 6" ACP WATER MAIN
SEE CONNECTION DETAIL
ON SHEET 3
ST
A
4
+
8
0
.
1
7
~
1
0
.
0
0
'
L
T
CO
N
N
E
C
T
P
R
O
P
.
8
"
P
V
C
TO
E
X
.
6
"
A
C
P
W
A
T
E
R
M
A
I
N
SE
E
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
ON
S
H
E
E
T
3
TY
L
E
R
S
T
R
E
E
T
S
T
A
4
+
8
0
.
2
6
=
P
I
N
E
A
V
E
N
U
E
S
T
A
0
+
0
0
.
0
0
0+
0
0
LOT 6
MAP 1743
LOT 4
MAP 1743
ST
A
5
+
0
0
.
0
0
~
0
.
0
0
'
T
(4
6
.
2
9
F
S
)
ST
A
5
+
5
0
.
0
0
~
0
.
0
0
'
T
(4
6
.
4
4
F
S
)
ST
A
6
+
0
0
.
0
0
~
0
.
0
0
'
T
(4
6
.
4
5
F
S
)
ST
A
5
+
3
7
.
0
7
~
1
5
.
0
0
'
R
T
46
.
2
8
T
C
;
4
5
.
7
8
F
L
ST
A
4
+
8
2
.
1
7
~
1
5
.
0
0
'
R
T
EN
D
C
U
R
B
T
R
A
N
S
I
T
I
O
N
;
46
.
1
5
T
C
;
4
5
.
6
5
F
L
EX
.
W
A
T
E
R
S
E
R
V
I
C
E
A
N
D
ME
T
E
R
T
O
B
E
R
E
M
O
V
E
D
ST
A
5
+
4
0
.
0
7
~
1
5
.
0
0
'
R
T
45
.
8
7
T
C
;
4
5
.
7
9
F
L
3
ST
A
5
+
0
0
.
1
5
~
1
0
.
0
0
'
L
T
PR
O
P
.
8
"
T
E
E
EX
.
W
A
T
E
R
M
E
T
E
R
S
TO
R
E
M
A
I
N
ST
A
5
+
6
3
.
0
7
~
1
5
.
0
0
'
R
T
46
.
3
4
T
C
;
4
5
.
8
4
F
L
ST
A
5
+
3
1
.
3
2
~
2
1
.
5
0
'
R
T
46
.
3
9
F
S
ST
A
5
+
4
0
.
0
7
~
2
5
.
0
0
'
R
T
46
.
4
8
F
S
ST
A
5
+
6
0
.
0
7
~
2
5
.
0
0
'
R
T
46
.
5
2
F
S
ST
A
5
+
6
8
.
8
2
~
2
1
.
5
0
'
R
T
46
.
4
7
F
S
ST
A
4
+
8
0
.
1
7
~
2
1
.
5
0
'
R
T
46
.
2
7
F
S
ST
A
4
+
9
9
.
0
7
~
2
1
.
5
0
'
R
T
46
.
3
1
F
S
ST
A
5
+
0
1
.
9
8
~
2
1
.
5
0
'
R
T
46
.
3
2
F
S
ST
A
5
+
0
5
.
9
8
~
2
1
.
5
0
'
R
T
46
.
3
3
F
S
ST
A
5
+
8
8
.
6
5
~
2
1
.
5
0
'
R
T
46
.
5
2
F
S
ST
A
5
+
9
4
.
3
2
~
2
1
.
5
0
'
R
T
46
.
5
3
F
S
ST
A
6
+
0
1
.
0
7
~
2
1
.
5
0
'
R
T
46
.
5
5
F
S
ST
A
6
+
0
5
.
0
7
~
2
1
.
5
0
'
R
T
46
.
5
6
F
S
ST
A
6
+
1
3
.
3
0
~
2
1
.
5
0
'
R
T
46
.
5
7
F
S
ST
A
6
+
1
7
.
3
0
~
2
1
.
5
0
'
R
T
46
.
5
8
F
S
ST
A
5
+
5
6
.
0
7
~
2
6
.
0
0
'
R
T
SE
W
E
R
C
L
E
A
N
O
U
T
46
.
4
R
I
M
;
4
0
.
1
I
E
2.
0
%
46
.
3
5
F
S
46
.
3
8
F
S
2.
0
%
0.
5
%
0.
5
%
2.
0
%
ST
A
5
+
0
3
.
9
8
~
2
3
.
0
0
'
R
T
FI
R
E
H
Y
D
R
A
N
T
PR
O
P
.
BA
C
K
F
L
O
W
PR
O
P
.
W
A
T
E
R
ME
T
E
R
S
ST
A
5
+
6
0
.
0
7
~
1
5
.
0
0
'
R
T
45
.
9
2
T
C
;
4
5
.
8
3
F
L
ST
A
5
+
4
0
.
0
7
~
2
0
.
5
0
'
R
T
46
.
3
9
F
S
ST
A
5
+
6
0
.
0
7
~
2
0
.
5
0
'
R
T
46
.
4
3
F
S
9.
4
%
2.
0
%
EX
.
F
H
A
N
D
F
I
R
E
S
E
R
V
.
T
O
B
E
RE
M
O
V
E
D
A
N
D
R
E
P
L
A
C
E
D
EX
.
C
&
G
T
O
RE
M
A
I
N
46
.
5
7
F
S
46
.
6
0
F
S
EX
.
D
W
Y
T
O
B
E
RE
M
O
V
E
D
2.
0
%
2.
0
%
ST
A
5
+
5
0
.
0
7
~
1
5
.
0
0
'
R
T
20
'
D
W
Y
C
L
EX
.
C
&
G
T
O
RE
M
A
I
N
EX
.
O
V
E
R
H
E
A
D
UT
I
L
I
T
I
E
S
T
O
RE
M
A
I
N
0.23%0.23%0.23%0.23%
(0.3%)(0.6%)(0.2%)(0.1%)(0.4%)
1
9 10
9
11 8 11
12
13 4
214
14
9
1
PROP. 8" DR18 PVC
WATER MAIN
EX. 6" ACP WATER
MAIN PER DWG 402-6
9
12
12
N5
6
°
0
0
'
4
5
"
E
1
6
2
.
8
6
'
N5
6
°
0
0
'
0
1
"
E
1
6
2
.
8
6
'
N34°00'48"W
139.90'
EX
.
W
A
T
E
R
M
E
T
E
R
TO
R
E
M
A
I
N
EX
.
W
A
T
E
R
M
E
T
E
R
TO
R
E
M
A
I
N
EX
.
6
"
W
A
T
E
R
M
A
I
N
EX
.
S
E
W
E
R
M
A
N
H
O
L
E
(4
5
.
9
8
R
I
M
)
(3
9
.
1
3
I
E
I
N
)
(3
9
.
0
8
I
N
O
U
T
)
JO
I
N
T
T
R
E
N
C
H
B
Y
S
E
P
A
R
A
T
E
PE
R
M
I
T
S
H
O
W
N
F
O
R
R
E
F
.
O
N
L
Y
EX
.
S
T
R
I
P
I
N
G
TO
R
E
M
A
I
N
EX
.
D
W
Y
T
O
BE
R
E
M
O
V
E
D
EX
.
D
W
Y
T
O
RE
M
A
I
N
*R
E
P
L
A
C
E
E
X
.
W
A
T
E
R
SE
R
V
I
C
E
U
P
T
O
M
E
T
E
R
*R
E
C
O
N
N
E
C
T
EX
.
W
A
T
E
R
SE
R
V
I
C
E
T
O
PR
O
P
.
W
A
T
E
R
MA
I
N
4.2
'
4
.
2
'
5.
0
'
4
PR
O
P
.
BA
C
K
F
L
O
W
EX. BUILDING
TO REMAIN
ST
A
4
+
9
0
.
9
5
~
1
8
.
0
0
'
R
T
TR
E
E
W
E
L
L
15
LOT 20
BLOCK 31
MAP 775
3246 TYLER STREET
LOT 17-19
BLOCK 31
MAP 775
515 PINE AVENUE
ST
A
5
+
0
0
.
1
5
~
1
8
.
0
0
'
L
T
CO
N
N
E
C
T
P
R
O
P
.
8
"
P
V
C
TO
E
X
.
6
"
W
A
T
E
R
M
A
I
N
PROP. 8" DR18 PVC
WATER MAIN
9
9
L5
REMOVE EX. 6" ACP
WATER MAIN
3.
0
'
1
ST
A
4
+
8
2
.
8
3
~
2
1
.
5
0
'
R
T
46
.
2
8
F
S
ST
A
6
+
2
0
.
0
7
~
2
1
.
5
0
'
R
T
46
.
5
9
F
S
L4
L6
EX
.
W
A
L
L
T
O
B
E
RE
M
O
V
E
D
EX
.
W
A
L
L
T
O
B
E
RE
M
O
V
E
D
12
12
12
RE
M
O
V
E
A
N
D
R
E
P
L
A
C
E
E
X
.
CU
R
B
,
G
U
T
T
E
R
&
S
W
F
R
O
M
NE
A
R
E
S
T
J
O
I
N
T
T
O
J
O
I
N
T
PE
R
G
-
1
1
(0.4%)(0.3%)(0.1%)(0.2%)(0.6%)EG @ CL
EXIST. 6" ACP WATER
MAIN PER DWG 402-6
PROP. 8" DR18 PVC
WATER MAIN EXIST. 6" ACP WATER
MAIN PER DWG 402-6
EXIST. 8" VC SEWER
MAIN @ 0.37%
PER DWG 118-9
APPROX. EXISTING 1.5"
GAS MAIN
(4
6
.
2
9
F
S
)
ST
A
5
+
0
0
.
0
0
(4
6
.
4
4
F
S
)
ST
A
5
+
5
0
.
0
0
(4
6
.
4
5
F
S
)
ST
A
6
+
0
0
.
0
0
ST
A
=
4
+
8
0
.
1
7
CO
N
N
E
C
T
P
R
O
P
.
8
"
P
V
C
TO
E
X
.
6
A
C
P
W
A
T
E
R
M
A
I
N
SE
E
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
ON
S
H
E
E
T
3
42
.
6
T
P
(
V
E
R
I
F
Y
)
ST
A
=
5
+
0
0
.
1
5
RE
P
L
A
C
E
E
X
.
T
E
E
W
I
T
H
8"
X
8
"
X
8
"
T
E
E
42
.
7
T
P
ST
A
=
5
+
0
3
.
9
9
RE
M
O
V
E
A
N
D
RE
P
L
A
C
E
E
X
.
F
H
AN
D
F
I
R
E
S
E
R
V
I
C
E
42
.
6
T
P
ST
A
=
5
+
2
3
.
5
7
PR
O
P
.
1
"
I
R
R
I
G
A
T
I
O
N
SE
R
V
I
C
E
42
.
5
T
P
ST
A
=
5
+
2
1
.
5
7
PR
O
P
.
2
"
D
O
M
E
S
T
I
C
SE
R
V
I
C
E
42
.
5
T
P
ST
A
=
5
+
2
8
.
5
7
PR
O
P
.
6
"
F
I
R
E
SE
R
V
I
C
E
42
.
7
T
P
ST
A
=
5
+
5
7
.
0
7
PR
O
P
.
8
"
W
Y
E
CO
N
N
E
C
T
I
O
N
(3
8
.
5
I
E
)
(
N
W
)
39
.
7
I
E
(
S
W
)
@
L
A
T
38
.
5
I
E
I
N
(
S
W
)
@
M
A
I
N
(3
8
.
6
I
E
)
(
S
E
)
ST
A
=
6
+
2
0
.
0
7
CO
N
N
N
E
C
T
P
R
O
P
.
8
"
P
V
C
TO
E
X
.
6
"
A
C
P
W
A
T
E
R
M
A
I
N
SE
E
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
ON
S
H
E
E
T
3
42
.
9
T
P
(
V
E
R
I
F
Y
)
14 7
6 5
3
ST
A
=
6
+
1
5
.
2
6
RE
P
L
A
C
E
E
X
.
W
A
T
E
R
SE
R
V
I
C
E
U
P
T
O
M
E
T
E
R
42
.
7
T
P
(
V
E
R
I
F
Y
)
ST
A
=
5
+
6
5
.
2
6
RE
C
O
N
N
E
C
T
E
X
.
W
A
T
E
R
SE
R
V
I
C
E
T
O
P
R
O
P
.
WA
T
E
R
M
A
I
N
42
.
6
T
P
(
V
E
R
I
F
Y
)
3.
5
'
M
I
N
ST
A
=
5
+
5
0
.
0
0
42
.
9
T
P
ST
A
=
6
+
0
0
.
0
0
42
.
9
T
P
ST
A
=
5
+
0
0
.
0
0
42
.
7
T
P
PROPOSED
TOP OF CURB
PROPOSED
FLOW LINE
EXISTING
TOP OF CURB
EXISTING
FLOW LINE
EXISTING
TOP OF CURB
ST
A
=
4
+
8
0
.
1
7
MA
T
C
H
T
O
E
X
.
T
C
;
BE
G
I
N
I
M
P
R
.
P
C
C
C
&
G
;
BE
G
I
N
C
U
R
B
T
R
A
N
S
I
T
I
O
N
;
(4
5
.
7
8
T
C
)
;
(
4
5
.
6
5
F
L
)
ST
A
=
4
+
8
2
.
1
7
EN
D
C
U
R
B
T
R
A
N
S
I
T
I
O
N
46
.
1
5
T
C
;
4
5
.
6
5
F
L
ST
A
=
5
+
3
7
.
0
7
46
.
2
8
T
C
;
4
5
.
7
8
F
L
ST
A
=
5
+
4
0
.
0
7
45
.
8
7
T
C
;
4
5
.
7
9
F
L
ST
A
=
5
+
6
0
.
0
7
45
.
9
2
T
C
;
4
5
.
8
3
F
L
ST
A
=
5
+
6
3
.
0
7
46
.
3
4
T
C
;
4
5
.
8
4
F
L
ST
A
=
5
+
0
0
.
0
0
(4
6
.
0
6
T
C
)
46
.
2
0
T
C
ST
A
=
5
+
5
0
.
0
0
(4
6
.
2
5
T
C
)
ST
A
=
6
+
0
0
.
0
0
(4
6
.
1
7
T
C
)
46
.
4
2
T
C
ST
A
=
5
+
5
0
.
0
7
20
'
D
W
Y
C
L
45
.
9
0
T
C
;
4
5
.
8
1
F
L
0.23%0.23%
0.23%
ST
A
=
6
+
2
0
.
0
7
MA
T
C
H
T
O
E
X
.
T
C
;
EN
D
I
M
P
R
.
P
C
C
C
&
G
;
(4
6
.
4
6
T
C
)
;
(
4
5
.
9
7
F
L
)
ST
A
=
5
+
7
8
.
1
4
46
.
6
8
T
C
;
4
5
.
7
8
F
L
ST
A
=
4
+
9
0
.
9
5
PR
O
P
O
S
E
D
C
U
R
B
C
U
T
46
.
1
7
T
C
;
4
5
.
6
7
F
L
CURB DATA TABLE
LINE # / CURVE #
L2
L3
LENGTH
56.90
57.00
BEARING/DELTA
N34°00'48"W
N34°00'48"W
RADIUS REMARKS
6" G-2 PCC C&G
6" G-2 PCC C&G
CENTERLINE DATA TABLE
LINE # / CURVE #
1
LENGTH
1439.89
BEARING/DELTA
N34°00'48"W
RADIUS
WATER MAIN DATA TABLE
LINE # / CURVE #
L4
L5
L6
LENGTH
119.92
8.00
19.98
BEARING/DELTA
N34°00'48"W
N55°59'12"E
N34°00'48"W
RADIUS REMARKS
8" DR18 PVC
8" DR18 PVC
8" DR18 PVC
NF
NF
' ' ' '
----
I ' ' ' -~ -~
I
I
t--+---+--+--+-+--+--
I I ' ' I ' ' ' I ' I ' I I '
I I I ' I I I I ---0 ----I 0 Q_ I
--+---+--+-+--+--+---+1--+--+--+-+--+--+--+-+--+--+--+
I I I --
I I , 0 1
----
' I I '
- -_,_
I I ' I ' I ' I I ' I ' '
- - -
I I
- -
I I 1___1_ I I I I
~ -----
- - - -1--H -1--1-----+-----+--+ -
I
I
--+-----+---+--+--+--+-
+-7 ~ :+--:t--+---+--+--+-~
---1--~ -~ --1--~ •--t~ '\. I i~---+ ,-I-',-~ \ \ I f I I '-\
LLLLLLLLLLLLYLL LLLLLLLLLLLLLLLLLLL ~ t l l l t t t t t
---+---!--+--+--+--+--
I
I
+---+1--+--+--+-+---+--+--+--+-+-t-r-+--+-+--+---+-·-
--r--r------ --, --- - --I-------I---, --- - - ---I----I--I----r------ - - - - ----I----
I ---- - -- -I---1--I----
+---+---+--+--+-+--+--+--+-+--+--+-- - - - -I--+---+---+ - ---f--+---+---+--+-+--+--+ - • -I---I--I---""" +--+---+ -------+--+---+---+--+--+-+--+--+--+-+--+--+---+1--+--+--+-+--+--+--+-+--+--+---+---+--+--+--+-+--+--
I I
I I I ' ' r I I
t--+---+--+--+-+----+---+--+--+-+-----+---+--+--+-+-~ ---+---+-----+-----+--+--+-+--+-,____,_ ,__ ,__ 1---+---!~~, - - - - ----+---+--+--+-+----+---+--+--+-+-----+--+----+---+--+--+-+----+---+--+--+-+--+-----+--+--+--+-·-
/)
I t t I
I I
-
t
---+---+--+--+-+----+---+--+--+-+--+-----+-~-+-----+---+--+--+-+----+---+--+--+-+--+-----+--+--+--+--
I
I
I
I
--+--+--t--+---+--+--+--+----+--+--+--+-+--+-----+-+--+--+-·-
-+--+--+--+-+-+-----+---+--+--+-t--+--t--+---+--+--+--+----+--+--+--+-+--+-----+-+--+--+--
I
I
+----+--+---+---+--+--+-+-r-r--+--+--+-+-t-+-+--+---+-+-+-------<-+--+--+--+----+---+-+--+---+---+--+--+--+-+-+-----+-+--+--+-·-
t--+---+-+--+-+---+---+--+-- - - -t-14--,__ ,__ ,__ >-->-->--+-----+-+--+--+---+--+--,__ ,__ ,__ >-->-->--- -- ----+--1----,__ ,__ ,__ >-->-->--r--- - -+--+--+--+-t-,,_ ,__ ,__ >-->-->--+---!--+--+--+--+--
--t--t--t-----+---+---+--+--+--+--+--+--+-t--t--t--n -
' \ / +---+---+--+--+-+--+--+-_,_ -
I _._ \
r ~ _ _/ 1j Lj
t -t
-t-------1-1 \ - -f--tl--t--+-\\ t-t---r r
,,
I
t I
I
-+---+I--+--+-+--,i'\. -t--t--r --+---+---+--+-+--+-• -
J
~
--+---+---+--+-+--+--
I
I ----~ -----+---+----------+----------•---+--+-----------------+-----+------------+-------<---+--+--+--+-·-
t--+---+--+--+-+----+---+--+--+-+-----+---+--+--+--+--+--+-1-----+-----+--+--+-+----+---+--+----+--1-1----!--- ----+---+--+--+-+----+---+--+--+-+--+-----+-~-+-----+---+--+--+-+----+--+--+--+-+--+-----+--+--+--+--
I
I
-+--+-----+---!---+--+-+--+--+-+-+---!-1--1--1----+--+-- ----+---+-+--+--+----+---+--+--+-+--+-----+--+---
I
I
--+--+--t--+---+-+--+--+----+--+--+--+-+--+-----+-+--+--+-·-
t--+---+--+--+-+----+--+--+--+-+-----+---+-+--+--+---t--+-1-----+---!---+--+-+--+-- - -1--1--1--1---+---!--- - - - - -t--+---+--+--+-+----+--+--+--+-+-~-+--t--+---+-+--+--+----+--+--+--+-+--+-----+-+--+-+---
j
A
,
I
'
I I --·
(
I I 0
f'-----k
I
---
I I I' ~ -
____,.. ' I' r' A
11'1 '/~'
'·~-----4
i;.........;...
\
\
\
\
\
\
>
>
>
>
'
□ 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
□
0
PL S A lfi~
PLSAEN GINEERING.COM
P.E. __ _ EXP----
I SHEET I CITY OF CARLSBAD I SHEETS I 1----+----+--------------+--1--t---,1----+----1 ENGINEERING DEPARlMENT 1----+----+--------------+--1--+---,1----+----I 1------+----+--------------+----+---<>----+----1 IMPROVEMENT PLANS FOR:
TITLE SHEET 1----+----+--------------+--1--t---,1----+----1 APPROVED: JASON S. GELOERT
ENGINEERING MANAGER RCE 63912 f:¥1>.9/YJ/28 DAlE
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INITIAL DAlE INITIAL RVWD BY: ---1 I PROJECT NO. I DRAWING NO.
>-D_lH_ER_N'~PRO'l--AL--+--a-lY-APPR~-OV_AL_, CHKD BY: .__ ______ . ._ __ ___.
Docusign Envelope ID: AD6F41AF-0945-4557-A78D-2AB04DAB16AF
5/14/2025
6" PCC C&G
PER SDRSD G-2
STREET FLOW
COMPACTED
SUBGRADE
9.0' LIMITS OF STRUCTURAL SOIL
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC
IMPERMEABLE LINER
48" DEEP STRUCTURAL SOIL COMPACTED
TO 95%; STRUCTURAL PER A-1
STRUCTURAL SOIL OR APPROVED EQUAL
DEEP ROOT TREE
BUBBLER PER
SDRSD DWG I-4
UNCOMPACTED SUBGRADE
3" MIN MULCH
LAYER
4" OPENING FOR
DRAINAGE
30 MIL PLASTIC
IMPERMEABLE LINER
SPLASH
PAD PER SDC GS
DS GS-5.06
2"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 SIDES
PER 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
6' X 4' COHO TREE GATE FRAME WITH
COATED IRON IN MATT BLACK FINISH BY
URBAN ACCESSORIES; INSTALL GRATE
PER MANUFACTER'S SPECIFICATIONS
6" SAND
FILTER LAYER
ROOT BARRIER
PER SDRSD L-6
9" X 30" PCC TREE
GRATE SUPPORT, TYP.
3"
R/W
INSTALL 30 MIL PLASTIC
IMPERMEABLE LINER
5.0'4.5'
0.5'
SEAL PLASTIC LINER TO ADJACENT
IMPROVEMENTS AND EDGE
RESTRAINTS PER SDC GS DS GS-5.15
*6.0" THICK PORTLAND
CEMENT CONCRETE
PER GEOTECH REPORT
6" SUBGRADE TO BE COMPACTED TO AT
LEAST 95% RELATIVE COMPACTION
PER GEOTECH REPORT
*PAVEMENT SECTION TO BE VERIFIED BY
PROJECT GEOTECHNICAL ENGINEER
BASED ON FIELD TESTED R-VALUE
ROWCLPL
5.0' ROW
DEDICATION
3.5'
6.0'5.0'15.0'15.0'
45.0'
2.0%(1-2%)(1-2%)(3-4%)
PROPOSED AC
PAVEMENT SAWCUT
EX. 6" PCC CURB
AND GUTTER
PROP. 4" PCC SIDEWALK
PER SDRSD G-07
PROP. 6" PCC CURB AND
GUTTER PER SDRSD G-02
EX. 4" PCC
SIDEWALK
PROP. 8" DR 18 PVC
WATERMAIN
EX. 8" VC SEWER MAIN
PER DWG 118-9
EX. 1.5" GAS PER DWG 402-6
PL
EX.PROP.
0.5'
3.5'
GU
T
T
E
R
L
I
N
E
SA
W
C
U
T
L
I
N
E
3.0' MIN
2.0' MIN
6" PCC CURB & GUTTER
PER SDRSD G-02
STRUCTURAL SECTION 4" AC
OVER 6" CLASS II AB OVER NATIVE
SUBGRADE COMPACTED TO 95%
REL. COMP.
COLD PLAN AND OVERLAY (3" MIN.
DEPTH) TO PROVIDE SMOOTH
TRANSITION
EXISTING AC PAVEMENT
0.5'
ROOT
BALL
10.0' LIMITS OF STRUCTURAL SOIL
6" SAND FILTER
LAYER
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC
IMPERMEABLE LINER
48" DEEP STRUCTURAL
SOIL COMPACTED TO
95%; SOIL PER A-1
STRUCTURAL SOIL OR
APPROVED EQUAL
DEEP ROOT TREE
BUBBLER PER
SDRSD DWG I-4UNCOMPACTED SUBGRADE
8"
ROOT BARRIER
PER SDRSD L-6
3"
MULCH
7.0'
6.0' 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
IMPERMEABLE LINER
6' X 4' COHO TREE GATE FRAME WITH
COATED IRON IN MATT BLACK FINISH BY
URBAN ACCESSORIES; INSTALL GRATE
PER MANUFACTURE'S SPECIFICATIONS
3"
PCC SIDEWALK PER
SDRSD G-7
9" X 30" PCC TREE GRATE
SUPPORT, TYP.
30 MIL PLASTIC
IMPERMEABLE LINER
PCC SIDEWALK PER
SDRSD G-7
SEAL PLASTIC LINER TO ADJACENT
IMPROVEMENTS AND EDGE
RESTRAINTS PER SDC GS DS GS-5.15
PCC CURB & GUTTER
(SIZE PER PLAN)
PCC CURB & GUTTER
(SIZE PER PLAN)
B B
A
A
18" WIDE CURB CUT
CENTERED ON TREE WELL
SPLASH PAD
PER GS-5.06
15' DIAMETER CANOPY STREET TREE
WITH 354 CF MIN STRUCTURAL SOIL
9" X 30" TREE GRATE SUPPORT,
SEE SECTION B-B BELOW
6' X 4' COHO TREE GATE FRAME WITH
COATED IRON IN MATT BLACK FINISH BY
URBAN ACCESSORIES; INSTALL GRATE PER
MANUFACTURE'S SPECIFICATIONS; TO BE
ADA COMPLIANT FOR PEDESTRIAN
CIRCULATION
CONSTRUCT CONTIGUOUS
PCC SIDEWALK
LIMITS OF STRUCTURAL SOIL
BELOW (4' DEEP X 10' X 9')
6.2'
GUTTER LIP
R/W
TOP OF 6" PCC C&G TOP OF 6" PCC C&G
4.5'
FLOWLINE
(PER PLAN)
FLOWLINE
(PER PLAN)
1" GUTTER DEPRESSION
@ TREE WELL1" VERTICAL GUTTER TRANSITION OVER 1'
HORIZONTAL
1.5' CURB CUT
OPENING 1.0' 1.0'
7"
2.5'
6"
6" PCC C&G PER
SDRSD G-2
STREET FLOW
COMPACTED
SUBGRADE
CURB CUT PER
DETAIL THIS
SHEET
30 MIL PLASTIC
IMPERMEABLE LINER
9" X 30" PCC TREE
GRATE SUPPORT
SPLASH PAD PER
GS-5.06
ROOT BARRIER PER
SDRSD L-6
SEAL PLASTIC LINER TO ADJACENT
IMPROVEMENTS AND EDGE
RESTRAINTS PER SDC GS DS GS-5.15
9" x 30" x 12" DEEP TYPE 1 SPLASH PAD PER
SDC DS GS-5.06 (NO. 2 COARSE
AGGREGATE ROCK)
R=6" (TYP.)
FACE OF CURB LINEGUTTER LIP
2
.
5
'
1
.
0
'
1
.
0
'
A A
B
B
18" CURB CUT OPENING CENTERED AT
TREE WELL LOCATION AS SHOWN ON
SHEET 2
GUTTER LIP
4
.
5
'
G
U
T
T
E
R
D
E
P
R
E
S
S
I
O
N
FACE OF CURB LINE
VALL
E
Y
VA
L
L
E
Y
WWWWW
PVC C900 CL235 SPOOL W/
TRANSITION COUPLING. CHASE
TO NEAREST JOINT. NO CUTTING
ON ACP. 5' MINIMUM.
EXISTING 6" A.C.
WATER MAIN PER
DWG 402-6
INSTALL 8"X6" REDUCER
(FLXMJ) W/ THRUST
ANCHOR PER CMWD W-20
EXISTING 6" A.C.
WATER MAIN PER
DWG 402-6
PVC C900 CL235 SPOOL W/ TRANSITITION
COUPLING. CHASE TO NEAREST JOINT.
NO CUTTING ON ACP. 5' MINIMUM.
INSTALL 8"X6" REDUCER
(FLXMJ) W/ THRUST
ANCHOR PER CMWD W-20
REMOVE EX. 6" GV
AND REPLACE WITH
8" FLxPO GV
5' MIN
5' MIN
REMOVE EX. TEE AND REPLACE WITH 8" X 8" X 8"
FL X FL TEE W/ THRUST BLOCK PER CMWD W-19
REMOVE EX. 6" GV
AND REPLACE WITH
8" FLxPO GV
REMOVE AND REPLACE
EX. FIRE SERVICE &
HYDRANT
W
EX. 6"WATER MAIN
REMOVE EX. 6" GV
AND REPLACE WITH
8" FLxFL GV
5'
M
I
N
W
PVC C900 CL235 SPOOL W/
TRANSITION COUPLING. CHASE
TO NEAREST JOINT. NO CUTTING
ON ACP. 5' MINIMUM.
INSTALL 8"X6" REDUCER
(FLXMJ) W/ THRUST
ANCHOR PER CMWD W-20
J:\ACTIVE JOBS\4070 NORUM-CARLSBAD-TYLER STREET\CIVIL\DRAWING\IMPROVEMENT PLANS\4070-CV-IP-03-DETAILS.DWG
PA
S
C
O
,
L
A
R
E
T
,
S
U
I
T
E
R
&
A
S
S
O
C
I
A
T
E
S
19
1
1
S
A
N
D
I
E
G
O
A
V
E
N
U
E
,
S
A
N
D
I
E
G
O
C
A
9
2
1
1
0
PH
:
(
8
5
8
)
2
5
9
-
8
2
1
2
F
A
X
:
(
8
5
8
)
2
5
9
-
4
8
1
2
CT 2024-0001
"AS BUILT"
DATE
DATE
REVIEWED BY:
TYLER STREET HOMES
3215-3225 TYLER STREET
3
549-9
IMP 2024-0010
INSPECTOR
PLAN VIEW - TREE WELL MODIFIED SDC GS DS GS-1.02
NOT TO SCALE
SECTION A-A - TREE WELL MODIFIED SDC GS DS GS-1.02
NOT TO SCALE
SECTION B-B - TREE WELL MODIFIED SDC GS DS GS-1.02
NOT TO SCALE
PLAN VIEW - CURB CUT @ TREE WELL SDC GS DS GS-5.01
NOT TO SCALE
SECTION A-A - CURB CUT @ TREE WELL SDC GS DS GS-5.01
NOT TO SCALE
SECTION B-B - CURB CUT @ TREE WELL SDC GS DS GS-5.01
NOT TO SCALE
TYPICALSECTION - VEHICLE PCC ROADWAY
NOT TO SCALE
TYPICAL DETAIL - AC PAVEMENT SAWCUT
NOT TO SCALE
TYPICAL SECTION - TYLER STREET
NOT TO SCALE
TYPICAL DETAIL - WATER CONNECTION DETAIL
NOT TO SCALE
3
NF
NF
L
•••••••••••• LP,~J-1
tJ
~-~-_,_____I _1_ r--71 f--------T~-~ _L __
7
-
-
/!,
I
I
I
I I
I I I
________ J
61
6 I
-
I-I
I
t>
\ ~------t--------------+--11
-I
" " " < '
,1 ·q ,1 q
I I
I I
•
•. q
L
PL S A
I■ a,
PLSAENGINEERING.COM
P.E.--EXP----
I SHEET I CITY OF CARLSBAD I SHEETS I
~===~~===~=========================t===~t===t===j===j ENGINEERING DEPARlMENT t---+---+-------------+-~I---J---1----1 IMPROVEMENT PLANS FOR:
TITLE SHEET 1--+-+-------------+-----lf--1---l---1 APPROVED: JASON S. GELOERT
ENGINEERING MANAGER RCE 63912 f:¥1>.9/YJ/28 DAlE
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INITIAL DAlE INITIAL RVWD BY: --1
DlHER APPROVAL a1Y APPROVAL CHKD BY:
PROJECT NO. I DRAWING NO.
Docusign Envelope ID: AD6F41AF-0945-4557-A78D-2AB04DAB16AF
5/14/2025