HomeMy WebLinkAboutDWG 199-4A; CD 2023-0003; MONROE STREET POOL REPLACEMENT; 01-18SS
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PROJECT
LOCATION
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
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MONROE STREET POOL REPLACEMENT
18
199-4A
1
TITLE SHEET
co BASIN
TC-32 BIOFILTRATION AREA CITY OF CARLSBAD 12 PER SWQMP
TRASH CAPTURE CONNECTOR PIPE SCREEN CITY OF CARLSBAD 12 PER SWQMP
SS
4/17/2025
:
4/17/2025
C1
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
1.THE INTENT OF THE DEMOLITION PLAN IS TO DESCRIBE IN GENERAL THE DEMOLITION
AREAS AFFECTED BY THE PROJECT CONSTRUCTION. IT IS NOT INTENDED AS A
DETAILED DESCRIPTION OF EXISTING ITEMS OR ELEMENTS TO BE REMOVED. THE
CONTRACTOR SHALL VISIT THE SITE AND REVIEW ANY AVAILABLE RECORD
DOCUMENTS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SHOULD
INCLUDE THE REMOVAL OF ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND
COMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND
WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL TO THE EXTENT
THAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE
THE INTENDED RESULTS.
2.REMOVE EXISTING BUILDINGS, FOUNDATIONS AND PRIVATE SERVICE UTILITIES AS
INDICATED ON PLANS. CAP ALL PRIVATE UTILITIES AT APPROPRIATE POINTS. ALL
EXISTING ELECTRICAL / TELEPHONE / CATV UTILITIES SHALL BE REMOVED AS
INDICATED OR BACK TO THE POINT WHERE THE SPECIFIC UTILITY SYSTEM ENTERS
THE WORK AREA. COORDINATE DEMOLITION OF ALL UTILITIES WITH THE OWNER. ALL
UTILITIES CONNECTED TO EXISTING BUILDINGS TO REMAIN SHALL CONTINUE TO BE
OPERATIONAL DURING THE DEMOLITION PROCESS. PRIVATE DOMESTIC AND PRIVATE
FIRE SERVICE WATER AND NATURAL GAS SHALL BE REMOVED TO A POINT WITHIN THE
LIMIT OF WORK AS SHOWN ON THE PLAN. IF A SHUT-OFF DEVICE IS NOT REASONABLY
ADJACENT TO THE TIE-IN POINT FOR THE PROPOSED NEW CONSTRUCTION, PROVIDE A
SHUT-OFF DEVICE IN BELOW-GRADE YARD BOX. CONFIRM LOCATION OF NEW DEVICES
WITH OWNER PRIOR TO INSTALLATION. PRIVATE SANITARY SEWER AND STORM
DRAINAGE SHALL BE CAPPED TO A POINT WITHIN THE LIMIT OF WORK WHERE IT WILL
TIE-IN TO PROPOSED NEW CONSTRUCTION. OTHER PRIVATE UTILITIES NOT
SPECIFICALLY IDENTIFIED IN THESE DOCUMENTS AND NOT ANTICIPATED FOR REUSE
SHALL BE REMOVED IN ENTIRETY.
3.FOR ALL EXISTING MATERIALS THAT CAN BE SALVAGED, OWNER HAS FIRST RIGHT OF
REFUSAL FOR REMOVED ITEMS THAT MAY HAVE RESIDUAL COMMERCIAL OR HISTORIC
VALUE INCLUDING HARDWARE, GLASS, CORNER STONES, TIME CAPSULES, LIGHT
STANDARDS, SIGNS, FENCING, BENCHES, WATER FOUNTAINS, TRASH CONTAINERS,
ETC. SHALL REMAIN THE PROPERTY OF OWNER. ALL ITEMS TO BE SALVAGED FOR
REUSE/REINSTALLATION MUST MEET CURRENT CODE REQUIREMENTS. COORDINATE
ITEMS TO BE RETAINED WITH OWNER AND REMOVE FROM CONSTRUCTION SITE TO A
LOCATION APPROVED BY OWNER. REMOVED MATERIALS, NOT INDICATED OR
DIRECTED TO BE SALVAGE FOR THE OWNER'S BENEFIT ARE DEBRIS AND BECOME THE
CONTRACTOR'S PROPERTY UPON REMOVAL.
4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE
RECORDS AND FIELD SURVEYS. THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT, UTILITY COMPANIES, AND/OR FIELD VERIFY AND LOCATE ALL
UTILITIES BEFORE PROCEEDING WITH WORK. THE CONTRACTOR IS ALSO REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN
AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. NOTIFY
THE ENGINEER IF ADDITIONAL UTILITIES ARE LOCATED OR IF CONFLICTS ARE FOUND
WITH EXISTING CONDITIONS.
5.ALL TREES TO BE REMOVED SHALL BE MARKED BY CONTRACTOR AND APPROVED FOR
REMOVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO REMOVING OR
CUTTING TREE(S). EXISTING ROOTS SHALL BE GRINDED TO A DEPTH OF
APPROXIMATELY 3-FEET. USE CAUTION WHILE GRINDING WHEN EXISTING UTILITIES
ARE IN CLOSE PROXIMITY TO TREES. ALL TREES TO REMAIN WITHIN THE LIMIT OF
WORK SHALL BE PROTECTED AND MAINTAINED PER SPECIFICATIONS AND DETAILS.
6.SAWCUT EXISTING CONCRETE AND ASPHALT TO AN EXISTING CONTROL JOINT WHERE
POSSIBLE, AT MINIMUM TO A NEAT-STRAIGHT LINE. ALL DEBRIS SHALL BE HAULED
OFFSITE TO A LEGAL DUMPING SITE OR SALVAGED FOR REUSE ON PROJECT AS
NOTED.
7.WORK WITHIN CITY, COUNTY, OR STATE RIGHT-OF-WAY REQUIRES A SEPARATE
ENCROACHMENT PERMIT WHICH THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
PRIOR TO STARTING WORK WITHIN RIGHT-OF-WAY.
8.CONTRACTOR TO COORDINATE PRIVATE UTILITY DEMOLITION WITH DRAINAGE AND
UTILITY WORK SHOWN IN THIS PLAN SET. ALL PRIVATE UTILITY SHUTDOWNS SHALL BE
COORDINATED PER PROJECT SPECIFICATIONS.
9.EXISTING DRY UTILITIES SHOWN FOR DEMOLITION ARE SHOWN FOR COORDINATION
ONLY. REFER TO OTHER DISCIPLINES FOR LIMITS AND DETAILS OF DEMOLITION.
10.THE CONTRACTOR SHALL RECYCLE CONSTRUCTION DEBRIS, ASPHALT, AND
CONCRETE GENERATED FROM REMOVALS REQUIRED TO CONSTRUCT THE PROJECT.
THE CONTRACTOR IS OBLIGATED, UNDER THIS CONTRACT, TO RECYCLE THE WASTE
MATERIAL THROUGH AN APPROVED RECYCLING PLANT.
11.A LIST OF FACILITIES THAT ACCEPT CONSTRUCTION & DEMOLISHING DEBRIS CAN BE
FOUND ON THE CALRECYCLE WEBSITE AT:
HTTPS://WWW2.CALRECYCLE.CA.GOV/ELECTRONICS/CEW/PARTICIPANTSDIRECTORY
12.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BUILDING FINISHES
DURING DEMOLITION. ANY FINISH THAT IS DAMAGED DURING DEMOLITION SHALL BE
REPAIRED OR REPLACED IN-KIND OR BETTER.
13.ALL DEMOLITION SHALL COMPLY WITH CHAPTER 33 OF THE 2022 CALIFORNIA BUILDING
CODE AND CHAPTER 33 OF THE 2022 CALIFORNIA FIRE CODE.
1.THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY OWNERS FOR
LOCATION, REMOVAL, AND/OR RELOCATION OF ANY UTILITY SERVICES AFFECTED BY
CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY
MEASURES TO PROTECT UNDERGROUND OR OVERHEAD STRUCTURES WHETHER OR
NOT THEY ARE SHOWN ON THESE DRAWINGS.
2.THE CONTRACTOR SHALL NOTIFY THE PROJECT INSPECTOR AND THE RESPECTIVE
UTILITY OWNERS AND OTHER AGENCIES AT LEAST TWO WORKING DAYS PRIOR TO
START OF CONSTRUCTION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING, VERIFYING LOCATIONS
(BOTH HORIZONTAL AND VERTICAL), AND MAINTAINING ALL EXISTING UNDERGROUND
UTILITIES, BOTH SHOWN ON THE PLANS AND/OR NOT SHOWN ON THE PLANS DURING
CONSTRUCTION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE
ENGINEER. THE CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND UTILITIES
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS BECAUSE
OF LOCATIONS OF EXISTING FACILITIES AND SHALL REPORT ALL DISCREPANCIES TO
THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE A
REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR
THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE
LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF RECORD OR NOT OF
RECORD SHOWN OR NOT SHOWN AND ANY OTHER LINE(S) OR STRUCTURE(S) NOT
SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND
DAMAGE TO THESE LINE(S) OR STRUCTURE(S).
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AT PROPOSED
BUILDING FOUNDATIONS, FOOTINGS, AND WALLS TO PROTECT EXISTING UTILITIES IN
PLACE.
6.UNAUTHORIZED CHANGES AND USES - CAUTION: THE ENGINEER PREPARING THESE
PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
7.THE CONTRACTOR SHALL MAINTAIN THE EXISTING ACCESSIBLE ROUTE CLEAR OR
PROVIDE AN ALTERNATE ACCESSIBLE ROUTE OF TRAVEL DURING DEMOLITION AND/OR
CONSTRUCTION.
8.THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE EXITS AND STAIRS CLEAR AND
USABLE OR PROVIDE ALTERNATE FIRE EXITS DURING DEMOLITION AND/OR
CONSTRUCTION.
9.WHEN THE ADDITIONAL NOTES ON THIS SHEET CONFLICT WITH CITY STANDARD NOTES
ON SHEET 1, THE PROJECT SWPPP NOTES OR SWQMP NOTES, THE CITY STANDARD
NOTES, SWPPP AND SWQMP SHALL APPLY.
1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILS
REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADING
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF
ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORK
QUANTITIES.
2.THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED
AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BE
PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS
FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS, ANY DEVIATION SO
DETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES.
3.THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO
BE DONE AND INCLUDE ALL COSTS THEREFROM WITH HIS BID, AS NO ADDITIONAL
ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER.
4.OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADING
ACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO APPLIES
WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE
CONTENT.
5.OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE INCLUDED IN THE BID. THE CONTRACTOR SHALL HOLD
THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM
THE ACTIONS ENROUTE OR AWAY FROM THE SITE.
6.EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICAL
ANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEY
OF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION.
EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARD
ENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNING
AGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED
CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY
VARY AS A RESULT.
7.ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
8.PAVEMENT AND SUBGRADE RECOMMENDATIONS RELATED TO OVER-EXCAVATION,
PAVEMENT SUBGRADE, ETC., PER GEOTECHNICAL REPORT.
1.CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO
THE START OF CONSTRUCTION. CONTRACTOR SHALL HAVE ALL EROSION AND
SEDIMENT CONTROL MEASURES IN PLACE AT ALL TIMES DURING CONSTRUCTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL
DISTURBED AREAS ARE STABILIZED.
3.THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION
DUE TO UNANTICIPATED FIELD CONDITIONS.
4.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE AND
AFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.
5.CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS OR
MAINTENANCE OF BMPS, AS WELL AS, ANY CORRECTIVE CHANGES TO THE BMPS OR
EROSION AND SEDIMENT CONTROL PLAN.
6.IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE,
DROUGHT-RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS WILL BE LEFT
EXPOSED OVER THE WINTER SEASON.
7.THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIOR
TO COMMENCEMENT OF GRADING. LOCATION OF THE ENTRANCE MAY BE ADJUSTED
BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION
TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTION
ENTRANCE.
8.ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OF
EACH WORKING DAY OR MORE OFTEN AS NECESSARY.
9.CONTRACTOR SHALL PLACE SAND BAGS AROUND ALL NEW DRAINAGE STRUCTURE
OPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESE
SAND BAGS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS
COMPLETED.
10.CONTRACTOR SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS:
A.SOLID WASTE MANAGEMENT:
PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR
REGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANIC
DEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS AND
DOMESTIC WASTE DAILY.
B.MATERIAL DELIVERY AND STORAGE:
PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARY
CONTAINMENT SUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDE
COVERING FOR SOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDING
SHELL WHEN POSSIBLE. INSPECT AREA WEEKLY.
C.CONCRETE WASTE:
PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETE
TRUCK WASH-OUT. CONCRETE WASHOUT CANNOT BE WITHIN 50' MINIMUM OF DRAIN
INLETS. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A
CONCRETE TRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE STORM
DRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLY
FOR REMOVAL OF HARDENED CONCRETE.
D.PAINT AND PAINTING SUPPLIES:
PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS REGARDING
REDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP.
INSPECT SITE WEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL.
E.VEHICLE FUELING, MAINTENANCE AND CLEANING:
PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH AS
BERMING. DO NOT ALLOW MOBILE FUELING OF EQUIPMENT. PROVIDE EQUIPMENT
WITH DRIP PANS. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EQUIPMENT
TO A MINIMUM. INSPECT AREA WEEKLY.
F.HAZARDOUS WASTE MANAGEMENT:
PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES TO THE
DRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL AND
TRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS COMMONLY FOUND
ON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS & SOLVENTS, PETROLEUM
PRODUCTS, FERTILIZERS, HERBICIDES & PESTICIDES, SOIL STABILIZATION,
STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURING
PRODUCTS.
11.CONTRACTOR SHALL HYDROSEED ALL GRADED SLOPES. NATIVE SEED MIX SHALL BE
20% LANA PUBESCENT WHEAT GRASS, 40% BLANDO BROME, AND 40% ANNUAL RYE
GRASS AND SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. SOIL BINDING
AGENT SHALL BE VERDYOL, SENTINEL, OR EQUAL, APPLIED AT A RATE OF 110 POUNDS
PER ACRE. MULCH SHALL BE SILVER-FIBER, CONWED, OR EQUAL, APPLIED AT A RATE
OF 1,000 POUNDS PER ACRE. FERTILIZER SHALL BE AGRI-FORM 16-7-12, BEST 16-6-8,
OR EQUAL, APPLIED AT A RATE OF 500 POUNDS PER ACRE. THE CONTRACTOR SHALL
WATER SEEDED AREAS OR RESEED AS NECESSARY TO ENSURE SUFFICIENT PLANT
DEVELOPMENT FOR EROSION CONTROL.
12.NO GRADING SHALL BE DONE UNTIL SITE- AND SEASON-SPECIFIC SOIL LOSS AND
HOUSEKEEPING STORMWATER BMP HAVE BEEN APPROVED BY THE INSPECTOR. THE
CONTRACTOR SHOULD EMPLOY THE DESIGN BMP AND ANY OTHERS NEEDED AS
SITUATIONS ARISE. CONTRACTOR SHOULD CONDUCT SITE INSPECTIONS BEFORE,
DURING AND AFTER EACH EXTENDED STORM EVENT TO IDENTIFY CONDITIONS THAT
MAY CONTRIBUTE TO EROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANT
DISCHARGES. IF ADDITIONAL CONTROL MEASURES ARE NEEDED, CONTRACTOR
SHOULD IMPLEMENT THEM IMMEDIATELY.
IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) PROGRAM FOR CONSTRUCTION, CONSTRUCTION
CONTRACTORS SHALL INSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENT
PRACTICES (BMPS), AS SHOWN IN ACCORDANCE WITH THE SWPPP (STORM WATER
POLLUTION PREVENTION PLAN), ON ALL CONSTRUCTION PROJECTS. BMPS SHALL BE
INSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR IN
ACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THE
PROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORM
DRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, AND
OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM
THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND,
OR VEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSION
AND/OR SEDIMENT CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT
PROGRESSES TO ENSURE EFFECTIVENESS.
1.FOLLOWING OWNER ACCEPTANCE OF CONSTRUCTION WORK, POST CONSTRUCTION
BEST MANAGEMENT PRACTICE (BMP) MEASURES SHALL BE MAINTAINED BY THE
PROPERTY OWNER, INCLUDING BUT NOT LIMITED TO:
1.1.ANNUAL INSPECTION, REPLACEMENT, AND/OR SEDIMENTATION REMOVAL OF
VEGETATED SWALES, TREATMENT PONDS, AND OTHER SURFACE STORMWATER
TREATMENT MEASURES AS REQUIRED WITH AN INCREASED FREQUENCY BASED
ON SITE CONDITIONS.
1.2.MAINTENANCE SERVICE AGREEMENT(S) OF STORMWATER TREATMENT VAULTS,
INLETS, MANHOLES, AND OTHER DEVICES BASED ON MANUFACTURES
RECOMMENDATIONS AND FREQUENCY.
1.3.ANNUAL INSPECTION OF PERMEABLE PAVEMENT AND REMOVAL OF SEDIMENT AS
NEEDED.
1.4.ANNUAL INSPECTION OF STORMWATER INLETS AND MAINTENANCE AS REQUIRED
TO CLEAR GRATES AND INLETS OF DEBRIS.
1.5.THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND
WATER QUALITY MANAGEMENT PLAN (WQMP) MAY CONTAIN ADDITIONAL OR
MORE STRINGENT MAINTENANCE REQUIREMENTS.
2.BMP DETAILS MAY BE FOUND IN THE PROJECT SWPPP DOCUMENT. BMP DETAILS PER
CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) AND ARE AVAILABLE AT
www.casqa.org.
3.FOR PROJECTS GREATER THAN 1 ACRE: THE CONTRACTOR SHALL VERIFY THE STATUS
OF THE SWPPP/NOI/WDID PRIOR TO EARTHMOVING ACTIVITIES. A STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED AND A NOTICE OF
INTENT (NOI) SHALL BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD
(SWRCB) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL
PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY
(PERMIT NO. CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THE
CONTRACTOR SHALL KEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FOR
REVIEW.
GENERAL EROSION AND SEDIMENT CONTROL NOTESDEMOLITION NOTES
EARTHWORK NOTES
GENERAL NOTES TO CONTRACTOR
POLLUTION PREVENTION NOTES
BMP MAINTENANCE NOTES
MONROE STREET POOL REPLACEMENT
18
199-4A
2
CIVIL NOTES
1.DIRECT BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8-MIL POLYETHYLENE AS
SPECIFIED IN AWWA SPECIFICATION C-105. EPOXY COATINGS ARE AN ACCEPTABLE
ALTERNATIVE FOR THE PIPE AND/OR FITTINGS SUCH AS VALVES.
2.ALL RUBBER GASKET JOINTS, FUSION-BONDED EPOXY COATED FLANGES AND FLEXIBLE
COUPLINGS ON DUCTILE IRON PIPELINES SHALL BE BONDED WITH INSULATED COPPER
CABLE.
3.INSULATED FLANGES AND/OR COUPLINGS SHALL BE INSTALLED TO ELECTRICALLY
ISOLATE THE BURIED PORTION OF PIPELINE FROM OTHER METALLIC PIPELINES,
REINFORCED CONCRETE STRUCTURES AND ABOVE GRADE BUILDINGS OR
STRUCTURES.
4.NON-METALLIC PIPING DOES NOT REQUIRE THE IMPLEMENTATION OF ANY SPECIAL
TYPE OF CORROSION PREVENTION MEASURES. HOWEVER, ALL METALLIC VALVES,
FITTINGS AND APPURTENANCES ON NON-METALLIC PIPING WILL REQUIRE PROTECTION
AS SPECIFIED BELOW.
5.ALL DIRECT BURIED DUCTILE IRON FITTINGS INSTALLED ON NON-METALLIC PIPING
SHALL BE PROVIDED WITH BITUMINOUS COATING FROM THE FACTORY AND ENCASED IN
8-MIL POLYETHYLENE AS SPECIFIED IN AWWA SPECIFICATION C-105. ALL BOLTS,
RESTRAINING RODS, ETC SHALL BE COATED WITH BITUMASTIC PRIOR TO ENCASEMENT
IN THE POLYETHYLENE BAG.
6.ALL METALLIC VALVES SHALL BE COATED FROM THE FACTORY AND ALL BOLTS SHALL
BE COATED WITH BITUMASTIC IN THE FIELD AND THE ENTIRE VALVE SHALL BE ENCASED
IN AN 8-MIL POLYETHYLENE AS SPECIFIED IN AWWA SPECIFICATION C-105.
7.ALL COPPER WATER LATERALS SHALL BE PROVIDED WITH A POLYETHYLENE SLEEVE.
8.ALL COPPER WATER LATERALS SHALL BE ELECTRICALLY ISOLATED FROM METALLIC
WATER MAINS VIA THE USE OF INSULATING TYPE CORPORATION STOPS INSTALLED AT
THE WATER MAIN.
SOIL CORROSIVITY REQUIREMENTS:
AB AGGREGATE BASE
AC ASPHALT CONCRETE PAVEMENT
AE ACCESS EASEMENT
ASPH ASPHALT PAVING
BC BEGIN CURVATURE
BCR BEGIN CURB RETURN
BFP BACK FLOW PREVENTER
BI BOX INLET
BM BENCHMARK
BOP BOTTOM OF PIPE
BOR BOTTOM OF RAMP
BS BOTTOM OF STAIRS
BVC BEGIN VERTICAL CURVATURE
BW BOTTOM OF WALL
C&G CURB AND GUTTER
C/L,CL CENTER LINE
CB CATCH BASIN
CONST CONSTRUCT
CR CURB RETURN
CT COURT
CUL CULVERT
DI DROP INLET
DIP DUCTILE IRON PIPE
DW DOMESTIC WATER
D/W DRIVEWAY
DE DRAINAGE EASEMENT
DR DRIVE
(E)EXISTING
E EAST
EC END CURVATURE
ECR END CURB RETURN
EG EXISTING GRADE
ELEV ELEVATION
EOC EDGE OF CONCRETE
EP EDGE OF PAVEMENT
EQ EQUAL
ESMT EASEMENT
EVC END OF VERTICAL CURVATURE
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FS FINISHED SURFACE
FW FIRE PROTECTION SERVICE WATER
GB GRADE BREAK
GFL GUTTER FLOWLINE
GSL LIMITS OF GRAVITY SEWER
GR GRATE
GV GAS VALVE
HB HOSE BIB
HP HIGH POINT
ICV IRRIGATION CONTROL VALVE
INTX POINT OF INTERSECTION
INV INVERT
JP JOINT POLE
LE LANDSCAPE EASEMENT
LF LINEAR FEET
LIP LIP OF GUTTER
LP LOW POINT
LT LEFT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MOC MIDDLE OF CURVATURE
N NORTH
NG NATURAL GRADE
NTS NOT TO SCALE
OC ON CENTER
(P)PROPOSED, NEW
PA PLANTING AREA
PBC PULL BOX CABLE
PBE PULL BOX ELECTRIC
PBT PULL BOX TELEPHONE
PBW PULL BOX WATER
PCC POINT OF COMPOUND CURVATURE
PE PEDESTRIAN EASEMENT
PI POINT OF INTERSECTION
PIVC POINT OF INTERSECTION VERTICAL
CURVATURE
PL PROPERTY LINE
POC POINT OF CONNECTION
PP POWER POLE
PRC POINT OF REVERSE CURVATURE
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R RADIUS
RCP REINFORCED CONCRETE PIPE
RIM TOP RIM OF STRUCTURE
ROW HIGHWAY EASEMENT
RT RIGHT
RW RECLAIMED WATER
R/W RIGHT OF WAY
S SOUTH OR SLOPE
SBE SETBACK EASEMENT
SCO SANITARY SEWER CLEANOUT
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SF SQUARE FEET
SHT SHEET
STA STATION
SMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
SWPPP STORM WATER POLLUTION
PREVENTION PLAN
S/W SIDEWALK
T TANGENT
TB TOP OF BERM
TBC TOP BACK OF CURB
TBW TOP BACK OF WALK
TC TOP OF CURB
TF TOP OF FOOTING
TG TOP OF GRATE
TOE TOE OF SLOPE
TOP TOP OF PIPE
TOR TOP OF RAMP
TOS TOP OF SLOPE
TP TOP OF PLANTER
TS TOP OF STAIRS
TW TOP OF WALL
TYP TYPICAL
TP TELEPHONE POLE
VC VERTICAL CURVATURE
W WEST
WM WATER MAIN
WV WATER VALVE
ABBREVIATIONS
C2
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
COM
COM
CO
M
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
EASEMENT FOR THE SERVICE AND
MAINTENANCE OF SWIMMING POOL
EQUIPMENT AND SOLAR PANELS
RECORDED ON DECEMBER 3, 1984 AS
INSTRUMENT # 84-449709 O.R. FOR
THE CITY OF CARLSBAD
EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED
ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R.
FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION
GAYLE
WAY
MO
N
R
O
E
S
T
R
E
E
T
N
1" = 20'EXISTING CONDITIONS
MONROE STREET POOL REPLACEMENT
18
199-4A
3
EXISTING CONDITIONS
20100 40
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
C3
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
An easement for water pipe line and incidental purposes in the document recorded February 2,
1928 in Book 1444 of Deeds, Page 115.
An easement for public road and incidental purposes in the document recorded March 13, 1953
as Book 4782, Page 27 of Official Records.
Easements, Covenants and Conditions contained in the deed from The Carlsbad Unified School
District of San Diego, California, as Grantor, to The City of Carlsbad, as Grantee, recorded May 23,
1977 as Instrument No. 77-485336 of Official Records. Reference being made to the document for
full particulars.
Document(s) declaring modifications thereof recorded April 21, 1978 as Instrument No. 78-163569 of
Official Records.
The terms and provisions contained in the document entitled Disclaimer of Interest in Real Property
recorded May 7, 1980 as Instrument No. 80-153026 of Official Records.
(Affects Parcel 2)
The terms and provisions contained in the document entitled "First Supplemental Indenture"
recorded May 7, 1980 as Instrument No. 80-153029 of Official Records.
(Affects Parcel 2)
An easement for public utilities and incidental purposes, recorded April 29, 1981 as Instrument No.
81-131092 of Official Records.
In Favor of: San Diego Gas & Electric Company, a corporation
Affects: as described therein
The terms and provisions contained in the document entitled Electric License Agreement, executed by
and between Carlsbad Unified School District of San Diego County, California and San Diego Gas &
Electric Company, a corporation, recorded April 29, 1981, as Instrument No. 81-131094 of Official
Records.
An easement for the service and maintenance of swimming pool equipment and solar panels and
incidental purposes, recorded December 3, 1984 as Instrument No. 84-449709 of Official Records.
In Favor of: The City of Carlsbad
Affects: Parcel 1, as described therein
The terms and provisions contained in the document entitled "Assignment Agreement"
recorded November 27, 1990 as Instrument No. 90-633244 of Official Records.
(Affects Parcel 2)
An unrecorded lease dated September 1, 2008, executed by Carlsbad Unified School District, a public
school district organized and existing pursuant to California law as lessor and Omnipoint
Communications, Inc., a subsidiary of T-Mobile USA, Inc. as lessee, as disclosed by a Memorandum
of Lease recorded September 5, 2008 as Instrument No. 2008-0475561 of Official Records.
Affects: The land and other property.
Defects, liens, encumbrances or other matters affecting the leasehold estate, whether or not shown
by the public records.
An unrecorded lease dated September 1, 2008, executed by Carlsbad Unified School District, a public
school district organized and existing pursuant to California law as lessor and Omnipoint
Communications, Inc., a subsidiary of T-Mobile USA, Inc. as lessee, as disclosed by a Memorandum
of Lease recorded October 17, 2008 as Instrument No. 2008-0543451 of Official Records.
Affects: The land and other property.
Defects, liens, encumbrances or other matters affecting the leasehold estate, whether or not shown
by the public records.
An easement for water line and incidental purposes, recorded October 20, 2008 as Instrument No.
2008-0545071 of Official Records.
In Favor of: Carlsbad Municipal Water District
Affects: as described therein
An easement for utilities and incidental purposes, recorded February 12, 2009 as Instrument No.
2009-0068764 of Official Records.
In Favor of: San Diego Gas & Electric Company, a corporation
Affects: as described therein
The terms and provisions contained in the document entitled Permanent Stormwater Quality Best
Management Practice Maintenance Agreement, executed by and between The City of Carlsbad,
California, a municipal corporation of the State of California and Carlsbad Unified School District, a
political subdivision of the State of California, recorded March 25, 2010, as Instrument No. 2010-
0148673 of Official Records.
The effect of a map purporting to show the land and other property, filed as Map No. 20705 of
Record of Surveys.
The effect of a map purporting to show the land and other property, filed as Map No. 20759 of
Record of Surveys.
An easement for pedestrian access and incidental purposes, recorded October 05, 2010 as
Instrument No. 2010-0531613 of Official Records.
In Favor of: City of Carlsbad, a Municipal Corporation
Affects: Parcel 1, as described therein
An easement for pedestrian access and incidental purposes, recorded October 5, 2010 as Instrument
No. 2010-0531614 of Official Records.
In Favor of: the City of Carlsbad
Affects: as described therein
An easement for public water and incidental purposes, recorded October 5, 2010 as Instrument No.
2010-0531615 of Official Records.
In Favor of: Carlsbad Municipal Water District, a Public Agency organized
under the Municipal Water Act of 1911, and a Subsidiary District
of the City of Carlsbad, its successors and assigns
Affects: as described therein
An easement for public water and incidental purposes, recorded October 5, 2010 as Instrument No.
2010-0531616 of Official Records.
In Favor of: Carlsbad Municipal Water District, a Public Agency organized
under the Municipal Water Act of 1911, and a Subsidiary District
of the City of Carlsbad, its successors and assigns
Affects: as described therein
An easement for access and incidental purposes, recorded October 05, 2010 as Instrument No. 2010-
0531617 of Official Records.
In Favor of: City of Carlsbad, a Municipal Corporation
Affects: Parcel 2, as described therein
EASEMENTS LISTED PER TITLE REPORT FOR PORTIONS OF TRACTS 248 AND 249 ACCORDING TO MAP THEREOF NO. 1681, FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 8, 1915.
REMOVE (E) AC PAVEMENT, SEE DEMOLITION NOTE 10 SHEET 2.
REMOVE (E) CONCRETE PAVEMENT/SIDEWALK,
SEE DEMOLITION NOTE 10 SHEET 2.
REMOVE (E) BUILDING STRUCTURE,
SEE DEMOLITION NOTE 2 SHEET 2.
REMOVE (E) LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS
FOR IMPROVEMENTS.
REMOVE AND SALVAGE (E) GRAVEL. CONTRACTOR TO STOCKPILE (E)
GRAVEL ON SITE AND SAVE FOR REUSE.
REMOVE (E) UTILITY. SEE DEMOLITION NOTES 2, 4, 8, AND 9
SHEET 2.
REMOVE (E) TREE. SEE DEMOLITION NOTE 5 SHEET 2.
SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION NOTES 6
AND 10 SHEET 2.
(E) TREE TO REMAIN AND BE PROTECTED. SEE DEMOLITION NOTE
5 SHEET 2.
APPROXIMATE LIMIT OF WORK.
-SEE DEMOLITION NOTES, SHEET 2.
DEMOLITION NOTES
DEMOLITION LEGEND
LABEL DESCRIPTION
A
B
C
D
E
COM
COM
CO
M
W(mo)
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
EASEMENT FOR THE SERVICE AND
MAINTENANCE OF SWIMMING POOL
EQUIPMENT AND SOLAR PANELS
RECORDED ON DECEMBER 3, 1984 AS
INSTRUMENT # 84-449709 O.R. FOR
THE CITY OF CARLSBAD
EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED
ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R.
FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION
GAYLE
WAY
MO
N
R
O
E
S
T
R
E
E
T
℄
℄
PL
R/W
PL
(E) PL
PL
R/W
(E) EQUIPMENT BUILDING
(E) BUILDING
02
17
17
17
B
B
B
C
A
A
A
A
A
A
A
A
A
A D
D
DD
D
B
A
D
E
E
A
B
E B
B
D
03
B A
08
D
07
07
08
10
01
01
01
01
01
01
0101
09
09
09
13
09 05
14
13
07
09
09
13
04
04
04
04
06
06
06
07
07
07
07
07
07
50
50
52
52
53 53
53
53
53
53
53
53
04
51
51
59
58
53
53
54
54
54
55
56
56
56
57
57
58
58
58
58
58
60
60
60
60
60
60
60
60
60
62
62
62
62
62
62
6261
63
66
65
12
15
A
A
16
64
D
E
A
A
A
B
B
62
62
09
18
18
67 67
5967
67
67
51
02
56B
62
01
01
01
01
01
01
01
01
01
01
11
02
11
02
03
22
22
22
22 22
22
16
19
B
58
07
13
END
07
60
0302
0302
20
2109
05
B
PROTECT (E) STORM DRAIN FACILITIES.
PROTECT (E) SANITARY SEWER FACILITIES.
PROTECT (E) ELECTRICAL FACILITIES.
PROTECT (E) GAS FACILITIES.
PROTECT (E) AC PAVEMENT.
PROTECT (E) WATER SERVICE FACILITIES.
PROTECT (E) BUILDING, FOUNDATION AND OTHER STRUCTURAL FEATURES AND
BUILDING UTILITIES.
PROTECT (E) CURB.
PROTECT (E) CONCRETE PAVEMENT/SIDEWALK.
PROTECT (E) IRRIGATION FACILITIES.
PROTECT (E) RETAINING WALL.
PROTECT (E) WALL.
PROTECT (E) FENCE.
PROTECTION KEYNOTES
PROTECT (E) CURB AND GUTTER.
DESCRIPTIONKEY
NOTE
PROTECT (E) GUTTER.
PROTECT (E) COMMUNICATIONS FACILITIES.
PROTECT (E) CONCRETE STADIUM SEATING.
PROTECT (E) SIGN AND FOOTING.
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
DESCRIPTION
DEMOLITION KEYNOTES
REMOVE (E) CURB.
REMOVE (E) STORM DRAIN PIPE AND APPURTENANCES. SEE UTILITY PLAN FOR
IMPROVEMENTS.
REMOVE (E) RIBBON GUTTER.
REMOVE (E) RETAINING WALL AND FOOTING.
REMOVE (E) PRIVATE SANITARY SEWER PIPE AND APPURTENANCES. SEE PRIVATE
UTILITY PLAN FOR IMPROVEMENTS.
REMOVE (E) PRIVATE WATER PIPE AND APPURTENANCES. SEE PRIVATE UTILITY PLAN
FOR IMPROVEMENTS.
REMOVE (E) STRIPING.
REMOVE (E) FENCE/GATE AND FOOTINGS.
REMOVE (E) LIGHT STANDARD, FOOTING, AND ASSOCIATED CONDUIT TO SOURCE.
SEE ELECTRICAL PLANS FOR IMPROVEMENTS.
REMOVE (E) SHADE CANOPY, POSTS, AND FOOTINGS.
REMOVE (E) ELECTRICAL CONDUITS. SEE ELECTRICAL PLANS FOR IMPROVEMENTS.
KEY
NOTE
REMOVE (E) CURB AND GUTTER.
REMOVE (E) WALL AND FOOTINGS.
REMOVE (E) STAIRS.
REMOVE (E) GAS. SEE PLUMBING PLANS FOR IMPROVEMENTS.
REMOVE (E) POOL AND ASSOCIATED UTILITIES.
REMOVE (E) PV PANELS, SUPPORTING STRUCTURES, AND CONDUITS.
REMOVE (E) SIGN AND FOOTING.
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
REMOVE (E) STEEL PIPE.19
TRANSFORMER TO BE REMOVED BY UTILITY COMPANY. CONTRACTOR TO DEMOLISH
(E) CONCRETE PAD.20
REMOVE (E) IRRIGATION CONTROL VALVE. SEE IRRIGATION PLANS FOR
IMPROVEMENTS.21
22 REMOVE (E) EVENT LIGHT POLE AND FOOTING.
DEMOLITION PLAN 1" = 20'
MONROE STREET POOL REPLACEMENT
18
199-4A
4
DEMOLITION PLAN
N
20100 40
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
C4
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
JOIN EXISTING CURB AND/OR GUTTER AND MATCH GRADE.
CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-01.
CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING
G-02.
CONSTRUCT VALLEY GUTTER PER DETAIL 01 SHEET 9.
CONSTRUCT ACCESSIBLE CURB RAMP (DOUBLE SIDED) PER DETAIL 05 SHEET 9.
CONSTRUCT ACCESSIBLE VALLEY GUTTER PER DETAIL 02 SHEET 9.
CONSTRUCT ACCESSIBLE CURB RAMP (SINGLE) PER DETAIL 07 SHEET 9.
PLANTING AREA
SEE LANDSCAPE PLAN DETAILS FOR GRADES ADJACENT TO HARDSCAPE
CONSTRUCT BIOFILTRATION BMP WITH 6" PERFORATED UNDERDRAIN SIMILAR TO CITY OF
CARLSBAD BMP DESIGN MANUAL DETAIL BF-1. PER DETAIL 16 SHEET 10, INSTALL 18"
BIORETENTION SOIL MEDIA (BSM), 4" WASHED PEA GRAVEL, AND 12" CLASS 2 PERMEABLE
AGGREGATE LAYERS. INSTALL 3" WELL-AGED, SHREDDED HARDWOOD MULCH.
LEGEND
DESCRIPTIONSYMBOL
GRADING CONSTRUCTION NOTES
DESCRIPTIONKEY
NOTE
PA
APPROXIMATE LIMIT OF WORK
GRADE BREAK
SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION PLAN
FLOWLINE
TOP OF SLOPE
TOE OF SLOPE
GB
TOS
TOE
NOT USED.
JOIN EXISTING SIDEWALK AND MATCH GRADE.
CONSTRUCT RETAINING WALL PER SHEET 18 AND LANDSCAPE PLANS.
CONSTRUCT STAIRS PER LANDSCAPE PLAN.
CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURE PLANS AND DETAILS.
CONSTRUCT FLUSH CURB PER DETAIL 10 SHEET 9.
CONSTRUCT FENCE ON FLUSH CURB PER LANDSCAPE PLAN L5.04 DETAIL 04.
CONSTRUCT ROLLED CURB PER DETAIL 23 SHEET 11.
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
16" STEP IN FOOTING. SEE STRUCTURAL DETAIL 06 SHEET S6.01.17
MUSCO LIGHT POLE (PER SEPARATE PERMIT)
CONSTRUCT FREE-STANDING CMU WALL PER LANDSCAPE PLAN L5.02 DETAIL 04.18
CONSTRUCT PEDESTRIAN GATE PER LANDSCAPE PLAN L5.08 DETAIL 02.19
NO
PA
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
NO
P
A
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMPA
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
NO
PA
R
K
I
N
G
F
U
T
U
R
E
F
U
T
U
R
E
F
U
T
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
COM COM
CO
M
CO
M
COM
COM
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
EASEMENT FOR THE SERVICE AND
MAINTENANCE OF SWIMMING POOL
EQUIPMENT AND SOLAR PANELS
RECORDED ON DECEMBER 3, 1984 AS
INSTRUMENT # 84-449709 O.R. FOR
THE CITY OF CARLSBAD
EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED
ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R.
FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION
GAYLE
WAY
MO
N
R
O
E
S
T
R
E
E
T
SD
SD
CO
CO
SD
SD
SD
CO
COM COM
CO
M
CO
M
COM
COM
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SS
CO
CO
202
203
20
4
20
5
207
208
208
208
20
8
208
205
20
8
20
8
20
8
20
8
(4.3%)
1.0%
4.4%
1.6%
2.0%
4.3%
2:1 M
A
X
℄
℄
PROPOSED
BIOFILTRATION BASIN W/
NUTRIENT SENSITIVE
MEDIA SIMILAR TO CITY
OF CARLSBAD BMP
MANUAL BF-2.
SEE DETAIL 16 SHEET 10.
30'
±9.9'±20.1'
(1
.
7
%
)
(3.4%)
2:1 M
A
X
13
%
195.00 TOP OF MULCH
194.75 TOP OF BSM
193.25 TOP OF FILTER ROCK
192.92 TOP OF AGGREGATE
191.92 BOTTOM OF EXCAVATION
1854 SF BOTTOM OF BASIN AREA
09
SHT 6
(206.53TC)
(206.51FL)
(206.22TC)
(205.75FS)
(205.33FL)
(205.52TC)
(205.27FL)
205.09TC
204.75FL
(202.53TW)
(204.08TW)
(203.30TW)204.90FG
205.40TC
204.90FL
204.12FG
204.62TC
204.12FL
203.71FG
204.21TC
203.71FL
(201.6FS)
MATCH(E)
201.45FS
(201.66TW)
(201.81TW)
(202.12TW)
201.50F/GB
201.74FL
201.99FL
202.26FL
203.60
FL/GB
202.59FL/GB
204.11FL
204.50FL/HP
PL
PL
PL
PL
R/W
R/W
(208.70TW)
208.24FSTOP
(201.9FGBOT)
(208.76)TW
208.24FSTOP
(203.6FSBOT)
(205.79LIP)
MATCH(E)
(205.42LIP)
MATCH(E)
(197.18TC)
(197.6FG)(198.5FG)
(198.1FG)
(197.7FG)
(197.7FG)
(202.65FS)
(201.72FS)
(202.16TC)
(201.84FS)
(197.10TC)
(197.22±)
TC/FS
(197.42TC)
197.00TG
201.52
FS
205.79TC
205.29FS
205.87TC
205.37FS
06
SHT 6
PA
PA
206.61
FS
(206.63±TC)
(206.20±FL)
1.
4
%(2.5%)
206.30FF
207.93FF
(208.32)FF
(207.93)
FF
208.76TW
203.68BS
(203.60)FS (203.62)FS
203.68BS
208.24TS
9 STEPS
@ 6"
208.26FS
208.76TW
208.34FSTOP
(203.4FSBOT)
END
08
02
02
01
07
07
1211
206.05TC
205.55FS 16 START
206.08TC
205.58FS
1.
8
%
16
14
(197.34±)TC/FS
197.00TC/FS
197.00
TC/FS
15
(200.00)TC/FS
201.50FS
201.53FS
201.47FS
G
B
206.24TC
205.74FS
206.07TC
206.05TC
0.
6
%
1.
4
%
206.22FS
2.6%
1.
5
%
POOL COPING
ELEV. = 208.07
204.00RIM
195.25RIM
195.25RIM
A
S
H
T
5
B
SH
T
5
C
SHT 5
EQUIPMENT
RESTROOM
LOCKER ROOM
LOCKER ROOM
ADMINISTRATION
(205.21TC)
(204.89FL)
02
01
18
19
D
SH
T
5
2
0
7
205
190
195
200
205
210
215
(E) FENCE
(E) RETAINING WALL
(E) FS
PL
LANDSCAPE AREA WALKWAY
RETAINING WALL
GUARDRAIL
WALL FOOTING
FS - POOL DECK
FLOWLINE
190
195
200
205
210
PL
(E) FS
(E) FENCE
(E) CURB
35'
BIOFILTRATION BASIN
PER DETAIL 16 SHEET 10
CURB
(E) FS3'
190
195
200
205
210
215
PL
(E) RETAINING WALL
(E) FENCE
(E) FS LANDSCAPE AREA
CURB AND GUTTER
FS - PARKING
FLOWLINE
10:1 2:1
3'4'1'
200
205
210
215
216
PL
(E) RETAINING WALL
(E) RETAINING WALL & 8' FENCE
FREE-STANDING CMU WALL
FS - POOL DECK (E) FS
(E) FS
10'
19'
MONROE STREET POOL REPLACEMENT
18
199-4A
5
GRADING PLAN
N
1" = 20'
20100 40
GRADING PLAN
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
BACKFLOW VALVE REQUIRED ON SEWER LATERAL. SEE BUILDING PERMIT CBC2024-0031.
SPECIAL SEWER NOTE
105 200
1" = 10'BSECTION B
105 200
1" = 10'ASECTION A
105 200
1" = 10'CSECTION C
105 200
1" = 10'DSECTION D
C5
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
JOIN EXISTING CURB AND/OR GUTTER AND MATCH GRADE.
CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-01.
CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING
G-02.
CONSTRUCT VALLEY GUTTER PER DETAIL 01 SHEET 9.
CONSTRUCT ACCESSIBLE CURB RAMP (DOUBLE SIDED) PER DETAIL 05 SHEET 9.
CONSTRUCT ACCESSIBLE VALLEY GUTTER PER DETAIL 02 SHEET 9.
CONSTRUCT ACCESSIBLE CURB RAMP (SINGLE) PER DETAIL 07 SHEET 9.
PLANTING AREA
SEE LANDSCAPE PLAN DETAILS FOR GRADES ADJACENT TO HARDSCAPE
CONSTRUCT BIOFILTRATION BMP WITH 6" PERFORATED UNDERDRAIN SIMILAR TO CITY OF
CARLSBAD BMP DESIGN MANUAL DETAIL BF-1. PER DETAIL 16 SHEET 10, INSTALL 18"
BIORETENTION SOIL MEDIA (BSM), 4" WASHED PEA GRAVEL, AND 12" CLASS 2 PERMEABLE
AGGREGATE LAYERS. INSTALL 3" WELL-AGED, SHREDDED HARDWOOD MULCH.
LEGEND
DESCRIPTIONSYMBOL
GRADING CONSTRUCTION NOTES
DESCRIPTIONKEY
NOTE
PA
APPROXIMATE LIMIT OF WORK
GRADE BREAK
SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION PLAN
FLOWLINE
TOP OF SLOPE
TOE OF SLOPE
GB
TOS
TOE
NOT USED.
JOIN EXISTING SIDEWALK AND MATCH GRADE.
CONSTRUCT RETAINING WALL PER SHEET 18 AND LANDSCAPE PLANS.
CONSTRUCT STAIRS PER LANDSCAPE PLAN.
CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURE PLANS AND DETAILS.
CONSTRUCT FLUSH CURB PER DETAIL 10 SHEET 9.
CONSTRUCT FENCE ON FLUSH CURB PER LANDSCAPE PLAN L5.04 DETAIL 04.
CONSTRUCT ROLLED CURB PER DETAIL 23 SHEET 11.
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
16" STEP IN FOOTING. SEE STRUCTURAL DETAIL 06 SHEET S6.01.17
MUSCO LIGHT POLE (PER SEPARATE PERMIT)
CONSTRUCT FREE-STANDING CMU WALL PER LANDSCAPE PLAN L5.02 DETAIL 04.18
CONSTRUCT PEDESTRIAN GATE PER LANDSCAPE PLAN L5.08 DETAIL 02.19
NO
PA
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
NO
P
A
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CHA
R
G
I
N
G
ON
L
Y
EV
CHA
R
G
I
N
G
ON
L
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CH
A
R
G
I
N
G
ONL
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
NO
PA
R
K
I
N
G
F
U
T
U
R
E
F
U
T
U
R
E
F
U
T
U
R
E
FU
T
U
R
E
FU
T
U
R
E
FU
T
U
R
E
FU
T
U
R
E
FUT
U
R
E
FUT
U
R
E
FU
T
U
R
E
CO
M
CO
M
COM
COM
COM
COM
W
W
SD
SD
SD
SD
SD
CO
M
CO
M
COM
COM
COM
COM
W
W
SS
CO
CO
202
203
20
4
20
5
207
208
208
208
208
208
20
8
20
8
20
8
20
8
20
4
20
3
202
20
6
20
8
.
0
7
FS
20
8
.
0
7
FS
20
8
.
0
7
FS
20
8
.
0
7
FS
20
7
.
9
8
FS
/
S
L
O
T
D
R
A
I
N
20
7
.
9
8
FS
/
S
L
O
T
D
R
A
I
N
20
7
.
9
8
FS
/
S
L
O
T
D
R
A
I
N
20
7
.
9
8
FS
/
S
L
O
T
D
R
A
I
N
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
208.30
FS
208.30
FS
208.28
FS
208.32FS
(208.81TW)
208.24FS
(208.78TW)
1.
6
%
208.24FS
(208.71TW)
208.24
FS
20
8
.
2
4
FS
20
8
.
0
8
F
S
214.07 TW
208.07 FS208.24FS
(208.77TW)
208.24FS
(208.76TW)1.0%
208.24FS
208.60TW
200.60TF
208.24
FS
1.0%
1.
6
%
1.
6
%
1.3%
1.3%
1.1%
1.3%
1.3%
208.24FS
208.60TW
200.60TF
208.05FS
208.60TW
204.60TF
207.86FS
208.60TW
204.60TF
208.24FS
208.60TW
204.60TF
208.04
FS
207.79
FS
207.79
FS
208.11
FS
RIDGE
RI
D
G
E
20
7
.
9
8
FS
/
S
L
O
T
D
R
A
I
N
1.1%
1.1%
1.8%
1.
0
%
1.
0
%
1.
0
%GB 1.8
%
GB
1.5%1.2%
0.7%
1.5%
208.19TC
207.69FS
207.61
T
C
207.1
1
F
S
207.6
6
T
C
207.1
6
F
S
208.30
FS
1.6%
GB
20
6
.
9
4
F
L
20
7
.
0
2
E
G
207.52TC
207.02EG
207.58TC
207.08EG
20
7
.
0
0
F
L
20
7
.
0
8
E
G
GB
208.22TC
207.72FS
208.63TC
208.13FS
208.68TC
208.18FS
20
7
.
9
3
TC
/
F
S
20
8
.
0
1
TC
/
F
S
0" CF
208.13TC
207.63FS
5.0%
1.5%GBGB
0.9%GBGB
20
8
.
1
8
TC
/
F
S
20
8
.
2
3
TC
/
F
S
208.8
0
T
C
208.3
0
F
S
208.26
FS
208.6
8
T
C
208.18
F
S
208.66
T
C
208.1
6
E
G
207.94
FS
20
7
.
8
8
F
L
20
7
.
3
8
E
G
20
7
.
8
6
F
L
20
7
.
9
4
E
G
20
7
.
7
9
F
L
20
7
.
8
7
E
G
208.28FS208.19
FS/LP
208.28FS208.16
FS/LP
208.16
FS/LP RRR
R
R
208.30
FS
208.17
FS/LP
208.30
FS
208.30
FS
208.17
FS/LP 208.30
FS
R
1.
6
%
208.24FS
(208.70TW)
200.60TF
1
.
1
%
207.91
FS
207.91
FS
207.74
FS
207.74
FS
207.5
2
T
C
207.0
2
F
S
207.1
2
FS/TC
207.18
FS/TC
207.75
T
C
207.25
F
S
208.0
7
T
C
207.5
7
F
S
20
8
.
1
9
F
S
207.63
TC/FS
20
6
.
5
3
F
L
20
6
.
6
1
E
G
20
6
.
6
2
F
L
20
6
.
7
0
E
G
20
6
.
6
6
F
L
20
6
.
7
4
E
G
207.16
T
C
206.6
6
F
S
206.7
0
FS
206.7
4
FS
206.8
4
FS
207.6
3
FS
207.67
FS
207.73
FS
207.8
9
FS
207.25
T
C
206.7
5
F
S
207.0
1
T
C
206.51
F
S
207.87
FS
207.8
0
FS
(207.
2
5
)
T
C
(206.8
4
)
F
S
MATC
H
(
E
)
208.0
3
T
C
207.5
3
F
S
207.37FS
20
7
.
8
3
FS
20
7
.
6
4
TC
\
F
S
207.56
T
C
207.0
6
F
S
20
6
.
4
2
F
L
20
6
.
5
0
E
G
207.11
T
C
206.6
1
F
S
207.0
2
T
C
206.52
F
S
207.81
FS/LP
RI
D
G
E
201.7
FG
202.2FG 205.2FG
206.12FS
208.60TW
204.60TF
20
8
.
0
1
F
S
20
8
.
0
6
F
S
GB
GB
GB
GB
GB
GB
GB
G
B
206.3FG
214.07 TW
208.07 FS
208.08
FS
209.60TC
(209.1±FS)
(109.71TC)
(209.00FS)
MATCH(E)
209.37TC
(208.8±)FS
208.93TC
208.40FS
208.24FS
0.9%
GB
20
8
.
2
FG
20
8
.
3
3
FS 20
8
.
3
3
FS
0" CF
208.1FG
2.5%208.21
FS
20
7
.
7
7
T
C
20
7
.
2
7
F
S
8.
0
%
7.
3
%
1.
1
%
20
7
.
7
1
T
C
20
7
.
2
1
F
S
1.7%
(4.7%)
(5.3%)
207.91FS
207.77FS
1.5%
1.
0
%
0707
207.11FS
207.13FS
(E) CURB
(206.92TC)
(206.49FL)GB
GB
GB
GB
GB
206.87FS
(206.72±TC)
(206.28±FL)
206.67FS 1.0%
1.
9
%
GB
206.28
FS
206.28
FS
206.28
FS
206.28FS
206.28FS
206.30FF
207.93FF
(208.32)FF
(207.93)
FF
208.30FS
208.30FS
208.24FS
207.91
FS
207.95
FS
207.79FS
208.30FS
208.30FS
3.2%
1.0%204.50TG
205.07TC
204.57FS
205.50TC
205.00FS
G
B
07
3.3%
2.7%
1.5%202.07FS
202.02FS
2.0%
4.5%
204.92FS
204.87FS
205.13FS
205.57FS205.06FS
207.91FS
206.28FS
206.24FS
GB
GB
GB
GB
207.76FS
206.19FS
207.76FS
7.
6
%
0.
6
%
1.
0
%
207.91FS1.
8
%
1.0%
1.2
%
210.16TW
208.16FS
210.16TW
208.16FS
210.16TW
208.16FS
210.16TW
208.16FS
210.13TW
208.13FS
210.14TW
208.14FS
210.12TW
208.12FS
210.13TW
208.13FS
1.
8
%
1.2
%
1
.
5
%
0.8%
GB
GB
208.12FS
207.95FS
207.95FS
208.00FS
(207.8±)FS
(208.0±)FS
(208.2±)FS
209.05TC
208.55FS
208.74TC
208.24FS
20
8
.
1
6
F
L
20
8
.
2
4
E
G
209.08TC
(208.6±)FS
208.83TC
208.33FS
GB
GB
208.93TC
208.43FS
209.60TC
(209.1±FS)
2.4%
0.
9
%
10
10
209.60TC
(209.1±FS)07
0.8%1.5%
207.87
FS
207.91FS
R
R
208.24
FS
208.20
FS
208.24
FS
208.20
FS
208.24
FS
208.20
FS
208.24
FS
208.20
FS
208.24
FS
208.15
FS
208.18
FS
208.10
FS/LP
208.15
FS
208.22
FS
208.18
FS
208.10
FS/LP
208.10
FS/LP 208.10
FS/LP
208.15
FS
208.22
FS
208.15
FS
208.22
FS
208.15
FS
R R R
208.18
FS
01
14
14
0" CF 14
01
01
01
GB
208.30FS
208.81TW
208.28
FS
208.28
FS
208.30
FS
(206.15)FS
MATCH(E)
(206.20)FS
MATCH(E)
(206.7±)FS
MATCH(E)
206.55
TC/FS
(206.60)FS
MATCH(E)206.90
TC/FS
207.65FS
BELOW
(208.3±)FS
MATCH(E)
(208.1±)FS
BELOW
(E) C
U
R
B
208.48FL
208.55EG
(206.39FL)
20
8
.
3
0
F
S
(208.1±)FS
MATCH(E)
(208.27)FS
MATCH(E)
1.3
%
1.
3
%
01
PA
PA
PA
PA
PA
PA
PA
PA
05
01
06
06
20
8
.
2
FG
207.91
FS
03
04
02
11 11
11
11
13
PA
PA
PA
PA
206.09FS
206.04TC/205.54FS
G
B
205.14FS
201.99FS
06
MODIFIED
1.
1
%
20
8
.
2
0
F
S
20
8
.
2
3
F
S
GB
3.
8
%
GB
4.
6
%
20
8
.
1
6
F
S
208.16
FS
20
8
.
3
2
FS
207.4
4
FS
207.3
9
FS
207.48
FS
207.91
FS
1.8%
207.67
FS
0.5%
1.5%
RI
D
G
E
1.
4
%
0.
6
%
206.25FS
0.
7
%
1.
5
%
202.9FG 204.3FG 205.6FG
208.24FS
208.60TW
200.60TF(L)
201.93TF(R)
17 208.24FS
208.60TW
201.93TF(L)
203.26TF(R)
17 208.24FS
208.60TW
203.26(L)
204.60TF(R)
17
POOL COPING
ELEV. = 208.07
208.10RIM
207.89
RIM
207.92
RIM
207.91
RIM
207.55
RIM
206.60±
RIMEQUIPMENT
ADMINISTRATION
RESTROOM
LOCKER ROOM
LOCKER ROOM
18
E
SHT 6
208.07
RIM
20
8
.
1
2
FS
207.3
5
FS
20
7
.
8
7
TC
/
F
S
(207.9±)FS
BELOW
GB
1.
9
%
205.7TG
20
7
.
3
T
G
20
7
.
7
T
G
20
7
.
7
T
G
20
7
.
7
T
G
207.8FG
207.2FG
206.1FG
206.8FG
2
0
7
COMP
A
C
T
COMP
A
C
T
20
5
20
6
GB
GB
GB
GB
G
B
3.2%
1.0%204.50TG
205.07TC
204.57FS
205.07TC
204.57FS
205.50TC
205.00FS
204.67FS
205.02TC
204.52FS
204.95TC
204.45FS
G
B
3.3%
2.7%
1.5%
204.87FS
205.57FS205.06FS
01
13
PA
PA205.14FS
2.6%
205
210
215
220
225
(E) FS
FS - SIDEWALK
CURB
LANDSCAPE AREA
EQUIPMENT BUILDING B
5.0%
15'
206.30 FFE
CMU WALL WITH WATERPROOFING
MONROE STREET POOL REPLACEMENT
18
199-4A
6
GRADING ENLARGEMENTS
1" = 10'GRADING ENLARGEMENTS
N
1050 20
09
1" = 10'GRADING ENLARGEMENTS 06
N
1050 20
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
105 200
1" = 10'ESECTION E
C6
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
COM
COM
W(mo)
SD
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
NO
PA
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
NO
P
A
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMPA
C
T
COMPA
C
T
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
NO
PA
R
K
I
N
G
F
U
T
U
R
E
F
U
T
U
R
E
F
U
T
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
EASEMENT FOR THE SERVICE AND
MAINTENANCE OF SWIMMING POOL
EQUIPMENT AND SOLAR PANELS
RECORDED ON DECEMBER 3, 1984 AS
INSTRUMENT # 84-449709 O.R. FOR
THE CITY OF CARLSBAD
EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED
ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R.
FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION
GAYLE
WAY
MO
N
R
O
E
S
T
R
E
E
T
SS
CO
CO
SD
SD
CO
10"SD
8"
S
D
℄
℄
PL
PL
PL
PL
R/W
197.00 TOP OF SLOPE
195.00 TOP OF MULCH
194.75 TOP OF BSM
193.25 TOP OF FILTER ROCK
192.92 TOP OF AGGREGATE
191.92 BOTTOM OF EXCAVATION
1854 SF BOTTOM OF BASIN AREA
18"S
D
JOIN (E) SD
190.40 12" IN
(±190.4INV 12" OUT)
10
199.80TG
196.80INV12"
204.24TG
200.68INV6"IN
200.51INV8"OUT
13
204.76TG
201.70INV10"18
105 L
F
S
=
0
.
0
1
0
40 LF
S
=
0
.
0
0
8
195.25INV18"16
12"SD
195.25INV10"16
39
L
F
S
=
0
.
0
0
6
197.00TG
195.50INV8"12
106 L
F
S
=
0
.
0
2
2
204.50TG
201.50INV6"12
6
"
S
D
3
0
L
F
,
S
=
0
.
0
1
7
13
11
11
11
11
195.50TG
192.17INV6"THRU
190.55INV12"OUT
14
195.50RIM
192.17INV 6"
195.50RIM
192.17INV 6"
CO
20
20
RD(E) 3" RD POC
(206.07) INV
RD
3"
R
D
P
O
C
20
5
.
8
6
I
N
V
4"SD
6"
S
D
4"SD
8"SD
11
11
199.24INV 10"IN
199.59INV 8"IN
199.09INV 12"OUT
21208.16TG
205.70INV
208.17TG
205.64INV 21
21 208.16TG
205.64INV
20
8
.
1
7
T
G
20
5
.
8
3
I
N
V
21
22207.98TG
207.31INV6"THRU
206.81INV6"OUT
208.07RIM
203.01INV6"IN
202.84INV8"IN
202.84INV12"OUT
22
20
7
.
9
8
T
G
20
7
.
3
1
I
N
V
T
H
R
U
20
6
.
8
1
I
N
V
6
"
O
U
T
22 207.98TG
207.31INV THRU
206.81INV 6"OUT
WYE
205.15INV4"IN
204.98INV6"THRU
198.27BOF
195.77INV12"23
102LF S=0.01040LF S=0.00512"SD
11
4"SD
22
22
22
24
24
208.10RIM
205.46INV
94
L
F
S
=
0
.
0
1
0
05
--
11
6"
S
D
79
L
F
S
=
0
.
0
1
0
11
17
17
25
25
WYE
199.11INV6"IN
198.61INV12"THRU
24
3"
R
D
P
O
C
20
7
.
3
6
I
N
V
RD
21 208.10TG
205.71INV 21208.10TG
206.10INV21208.10TG
205.97INV21208.10TG
205.84INV
4"SD
22 207.98TG
207.31INV THRU
22
20
7
.
9
8
T
G
20
7
.
3
1
I
N
V
T
H
R
U
20
6
.
8
1
I
N
V
6
"
O
U
T
WYE
195.07INV12"IN
195.07INV12"IN
195.57INV18" OUT
203.47INV6"IN
203.30INV8"THRU
22207.98TG
207.31INV6"THRU
206.81INV6"OUT
WY
E
20
4
.
6
6
I
N
V
6
"
I
N
20
4
.
6
6
I
N
V
6
"
T
H
R
U
SD
SD
BASIN
BASIN
20
5
.
3
4
I
N
V
20
5
.
4
2
I
N
V
6"
S
D
58
L
F
S
=
0
.
0
1
0
11
20
4
.
0
8
I
N
V
207.7TG
205.92INV4"27
207.7TG
205.87INV4"27
207.7TG
205.82INV4"27
4"
S
D
11
12"
11LF
S=0.258
10"SD
20
4
.
0
R
I
M
20
0
.
2
5
I
N
V
1
0
"
15
12"
28LF,S=0.044
195.27INV8"
195.27INV10"
EQUIPMENT
206.30FF
ADMINISTRATION
(208.32)FF
RESTROOM
207.93FF
LOCKER ROOM
(208.32)FF
LOCKER
ROOM
(208.32)FF
19
19
SD
205.7TG
203.25INV4"27
207.3TG
205.30INV4"27
12" (FIELD VERIFY)
14LF,S=0.01 MIN
10
PROPOSED
BIOFILTRATION BASIN
W/ NUTRIENT SENSITIVE
MEDIA SIMILAR TO CITY
OF CARLSBAD BMP
MANUAL BF-2.
SEE DETAIL 16 SHEET 10.
28
CO
4"
S
D
55
L
F
S
=
0
.
0
2
4"SD86 LF S=0.02
207.0TG
204.33INV4"27
204.20INV
4"
S
D
47
L
F
S
=
0
.
0
2
17
20
8
.
1
2
R
I
M
20
5
.
4
5
I
N
V
(207.93)FF
12"
15LF
S=0.010
11
STORM DRAIN CONSTRUCTION NOTES
SUPPLY AND INSTALL STORM DRAIN CLEAN OUT PER MODIFIED SAN DIEGO REGIONAL
STANDARD DRAWINGS SC-01. MODIFY STANDARD TO PROVIDE COVER MARKED "STORM".
CONNECT TO EXISTING STORM DRAIN. CONTRACTOR TO VERIFY ELEVATION, SIZE AND
LOCATION OF EXISTING PIPE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
SUPPLY AND INSTALL 12"X12" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED
GRATE. SEE DETAIL 13 SHEET 10.
SUPPLY AND INSTALL HDPE FLARED END SECTION. SIZE PER PLAN. SEE DETAIL 19 SHEET
10.
SUPPLY AND INSTALL 18"X18" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED
GRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10.
SUPPLY AND INSTALL CLEANOUT PER DETAIL 22 SHEET 10.
KEY
NOTE DESCRIPTION
10
11
13
15
16
17
18
NOTES:
1.UTILITIES TO CROSS OVER OR UNDER OTHER UTILITIES TO MAINTAIN 12" MINIMUM CLEARANCE AT
UTILITY CROSSINGS, UNLESS NOTED OTHERWISE. SANITARY SEWER TO CROSS UNDER POTABLE
WATER.
2.CONTRACTOR SHALL VERIFY SIZE AND LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING CROSSING
AND JOINING UTILITIES PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY
CONFLICT.
3.CONTRACTOR SHALL CONSTRUCT GRAVITY UTILITIES (SEWER AND STORM DRAIN) BEFORE OTHER
UTILITIES. CONSTRUCTION OF THESE GRAVITY UTILITIES TO START FROM THE DOWNSTREAM ENDS.
4.EXISTING UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELD
VERIFICATION. POTHOLING IS RECOMMENDED TO VERIFY ANY AND ALL UTILITIES KNOWN OR UNKNOWN
WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION.
5.PRIOR TO THE REMOVAL OF ANY WET OR DRY UTILITY LINES, THE CONTRACTOR SHALL CONFIRM WITH
OWNER REPRESENTATIVE WHETHER THESE UTILITY LINES ARE STILL ACTIVE OR NOT. IMMEDIATELY
NOTIFY THE ENGINEER OF ANY CONFLICT.
6.CONTRACTOR TO ADJUST TO FINISHED GRADE ALL EXISTING UTILITY BOXES, STORM DRAIN CLEANOUT
COVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF WORK.
7.SAWCUT, REMOVE AND REPLACE EXISTING CURB AS REQUIRED FOR TRENCHING. MATCH EXISTING
CURB.
8.ALL PRECAST DRAIN INLETS TO HAVE AN APPROVED "NO DUMPING DRAINS TO LAGOON" 3" X 5 1
4 "
ROUNDED CORNERED RECTANGLES STYLE #NDO OR 4" DIAMETER ROUND STYLE #SDO ABRASION AND
UV RESISTANT DURACAST STYLE PARKER BY DAS MANUFACTURING OR EQUIVALENT APPLIED TO THE
CONCRETE COLLAR AROUND DRAIN INLET USING RAPID SET URETHANE ADHESIVE OR QUICKSTIK EPOXY
PUTTY ADHESIVE PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
(http://www.dasmanufacturing.com/product_guide.html)
SUPPLY AND INSTALL PVC SDR 35 STORM DRAIN PIPE (SIZE PER PLAN). TRENCHING AND
BACKFILL PER GEOTECHNICAL RECOMMENDATIONS AND MODIFIED SAN DIEGO REGIONAL
STANDARD DRAWING D-60 WITH 6" MIN. CLEARANCE
12
ADDITIONAL UTILITIES NOTE:
SUPPLY AND INSTALL 6" PVC PERFORATED UNDERDRAIN. INSTALL 3" MINIMUM ABOVE
BOTTOM OF GRAVEL LAYER.19
INSTALL 6" BASIN UNDERDRAIN CLEANOUT PER DETAIL 14 SHEET 10. RIM TO BE 6" ABOVE
TOP OF MULCH LAYER.20
SUPPLY AND INSTALL 12"X12" NDS DRAIN INLET PER DETAIL 18 SHEET 10.21
SUPPLY AND INSTALL SLOT DRAIN PER DETAIL 20 SHEET 10.22
INSTALL PIPE CROSSING BELOW PROPOSED RETAINING WALL FOOTING PER STRUCTURAL
DETAIL 2 SHEET 18.23
SUPPLY AND INSTALL 4" PERFORATED PIPE SUBDRAIN AT FOOTING OF WALL S=0.010 MIN.
PER DETAIL 11 SHEET 9. CONNECT TO NEAREST UNDERGROUND STORM DRAIN AS
REQUIRED.
24
SUPPLY AND INSTALL 36"X36" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED
GRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10.14
SUPPLY AND INSTALL RIP RAP ENERGY DISSIPATER PER SAN DIEGO REGIONAL STANDARD
DRAWING D-40. ROCK CLASS: NO. 2 BACKING, RIP RAP THICKNESS "T": 1.1 FT MIN, WIDTH
=7.25', L=10' MIN.
25
OUTDOOR SHOWER TRENCH DRAIN. SEE PLUMBING SHEET P0.40 AND P2.01.26
SUPPLY AND INSTALL ATRIUM DRAIN PER DETAIL 25 SHEET 11.27
SUPPLY AND INSTALL 24"X24" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED
GRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10.
ROOF DRAIN POINT OF CONNECTION. SUPPLY AND INSTALL ROOF DRAIN LATERAL
STUBBED 5 FT. FROM FACE OF BUILDING WITH A SLOPE 0.020 MIN. PLUG AND MARK
END. COORDINATE EXACT LOCATION WITH PLUMBING PLANS.
RD
SUPPLY AND INSTALL ADS FLEXSTORM CONNECTOR PIPE SCREEN MODEL 62CPSHD-S AT
OUTLET PIPE PER DETAIL 26 SHEET 11, OR APPROVED EQUAL.28
SS
SD
21 207.81TG
204.41INV
22 207.98TG
207.31INV IN
206.81INV6"OUT
22 207.98TG
207.31INV IN
206.81INV6"OUT
22207.79TG
207.12INV6"IN
206.62INV6"OUT
22208.11TG
207.44INV6"
3" RD POC
206.43 INV
3" RD POC
206.43 INV
WYE
204.26INV4"IN
204.09INV8"THRU
WYE
204.17INV4"IN
204.00INV8"THRU
24
4"SD RD
RD4"SD
4"SD
17
8"
S
D
27
L
F
S
=
0
.
0
1
0
WYE
203.87INV6"IN
203.87INV8"THRU
6"
S
D
11
94
L
F
S
=
0
.
0
1
0
22
22
WYE
204.74INV6"IN
204.74INV6"THRU
11
11
11
11
WYE
203.92INV6"IN
203.75INV8"THRU
WYE
203.98INV6"IN
203.81INV8"THRU 207.91RIM
204.17INV4"IN
203.84INV8"OUT
17
4"SD
26
24
SD
8"
S
D
20
L
F
S
=
0
.
0
2
2
(E) 3" RD POC
(206.07) INV RD
WYE
204.72INV4"IN
204.55INV6"
204.55INV8"
EQUIPMENT
206.30FF
RESTROOM
207.93FF
LOCKER ROOM
(208.32)FF
207.89RIM
204.43INV
(207.93)FF
STORM DRAIN PLAN 1" = 20'
MONROE STREET POOL REPLACEMENT
18
199-4A
7
STORM DRAIN PLANN
20100 40
05STORM DRAIN PLAN ENLARGEMENT 1" = 10'
N
1050 20
07
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
C7
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
NO
PA
R
K
I
N
G
E
V
C
H
A
R
G
I
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G
O
N
L
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NO
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I
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C
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COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMPA
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
EV
CHA
R
G
I
N
G
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Y
EV
CHA
R
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I
N
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ONL
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EV
CHA
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Y
EV
CHA
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EV
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I
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ONL
Y
EV
CHA
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EV
CHA
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NO
PA
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F
U
T
U
R
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F
U
T
U
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F
U
T
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
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FUT
U
R
E
1
A
2
BC
3
4
5
6
7
D
F E
GAYLE
WAY
MO
N
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S
T
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E
T
GRIDLINE
INTERSECTION C-4
N 2,005,295.4931
E 6,231,470.3192
GRIDLINE
INTERSECTION C-1
N 2,005,210.8246
E 6,231,515.5491
GRIDLINE
INTERSECTION F-7
N 2,005,359.3059
E 6,231,430.1484
GRIDLINE
INTERSECTION F-5
N 2,005,304.6197
E 6,231,459.3617
℄
℄
PL
PL
PL
PL
R/W
R/W
30
30
30
30
32
32
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
33
33
30
32 32
3'
6'23'6'
23.
8
3
'
R
1
1
'
10
0
.
0
3
'
6'
6
'
3
'
7
'
1
.
5
'
1
8
'
T
Y
P
R
3
'
TY
P
R
1
0
'
9'
TYP
9'
TYP20
'
TY
P
21.56'
N31° 5
3
'
2
0
"
E
TYP
N2
7
°
5
1
'
0
9
"
W
TY
P
3'
72 TYP
TYP
75
77 TYP
31
32PA
PA
78
78
78
TYPE
1&2
2
4
'
34'
32
SEE DETAIL 02 SHEET SP6
FOR PAVING INFORMATION
32
32
32
3232
32
73
7332
1'
TY
P
3.58'
1'
4'
73
PA
R3'
TYP
15.36
'
R3'
R1
0
.
5
'
R
1
5
.
5
'
S
5
9
°
0
1
'
2
8
"
E
T
Y
P
8'
TYP
70 TYP
96'
31
70 TYP
TYP70
82
70TYP
9'
T
Y
P
21.77'
S88
°
0
6
'
4
0
"
E
TY
P
12.79'
R
3
'
R10
.
3
6
'
1'
TYP
01
-
70
TYP
72
TYPE
1,2,&3
80
81
3'
TYP70
5
'
9'
T
Y
P
TYPE 1
24.09'
31
1'
TYP5'
5'
2'
2'
73
30
EQUIPMENT
ADMINISTRATION
RESTROOM
LOCKER ROOM
LOCKER ROOM
6'
79
FA
FA
FA
FA FA
FA FA
FA
1
2
'
PARKING STALL AC PAVEMENT
4" AC OVER 8" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION.
VEHICULAR CONCRETE PAVEMENT
SEE DETAIL 03 ON SHEET 9.
DRIVE AISLE AC PAVEMENT
4" AC OVER 12" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION.
PLANTING AREA
SEE LANDSCAPE PLANS.
30
31
1.SEE LANDSCAPE PLANS FOR PAVERS, LOCATION AND TYPE OF CONCRETE WALKS
AND HARDSCAPE INCLUDING DETAILS FOR CONCRETE FINISHES, CONTROL JOINTS
AND EXPANSION JOINTS.
2.VERIFY ALL VEHICULAR AND NON-VEHICULAR LIMITS WITH LANDSCAPE PLANS.
PAVING NOTES:
PAVING LEGEND
SYMBOL DESCRIPTION
PA
PEDESTRIAN CONCRETE PAVEMENT
SEE DETAIL 03 ON SHEET 9.
33
32
NO
PARKINGNO PARKING
EV
CHAR
G
I
N
G
ONLY
EV
CHAR
G
I
N
G
ONLY
FUTU
R
E
FUTU
R
E
24
.
0
9
'
76VAN 76
74 74 74
77 77 77 77 77
9'
TYP
8'5'
2
2
.
6
2
'
1
9
.
7
3
'
N
3
1
°
5
3
'
2
0
"
E
T
Y
P
1
8
'
3'
71 71
76
81
81
7083
FA
FA
FA
72
PAINT 4" WIDE WHITE PARKING STALL STRIPING.70
PAINT LOADING AND UNLOADING ZONE ACCESS AISLE WITH 4" WIDE BLUE (COLOR NO.
15090 PER FEDERAL STD. NO. 595C) BORDER STRIPE AND 4" WIDE WHITE DIAGONAL
STRIPES AT 3' O.C.
71
73 TRUNCATED DOME PAVER PER LANDSCAPE PLANS AND DETAIL 09 SHEET 9.
74
75
PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY EMBLEM CENTERED AT END OF
PARKING STALL PER DETAIL 04 SHEET 9.
76
77
CONSTRUCTION NOTES:
DESCRIPTIONKEY
NOTE
PAINT PAVING MARKING AS INDICATED ON PLAN. 12" HIGH WHITE LETTERS CENTERED
ON PARKING STALL AND WITH THE LOWEST EDGE OF THE LAST WORD ALIGNED WITH
THE END OF THE STALL STRIPING.
INSTALL WHEEL STOP PER DETAIL 08 SHEET 9.
PASSENGER ACCESSIBLE LOADING SIGN CENTERED ON STALL PER DETAIL 06 SHEET 9.
PLACE SIGN PER PLAN.
78 INSTALL EVCS SIGN PER DETAIL 17 SHEET 10. SIGN LOCATION AND TYPE PER PLAN.
79 INSTALL UNAUTHORIZED VEHICLE SIGN PER DETAIL 21 SHEET 10. PLACE SIGN PER
PLAN.
80 PAINT ACCESS AISLE MARKED WITH 4" WIDE WHITE BORDER AND 4" WIDE WHITE
DIAGONAL LINES AT 45° ANGLE AT 3' SPACING OC.
1.ALL EXISTING STRIPING AND MARKINGS TO REMAIN UNLESS OTHERWISE NOTED.
CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE RESOLVED BY THE
ENGINEER.
2.REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE ACCOMPLISHED
BY WET SANDBLASTING OR OTHER APPROVED GRINDING METHOD PRIOR TO
INSTALLATION OF NEW STRIPING. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS,
AND RAISED PAVEMENT MARKERS SHALL BE REMOVED.
3.PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING SHALL
BE REPAIRED TO THE SATISFACTION OF THE OWNER.
STRIPING NOTES
81
WITHIN ACCESS AISLE PAINT THE WORDS 'NO PARKING' IN 12" HIGH WHITE LETTERS.
STOP THE DIAGONAL STRIPE SHORT OF WHERE LETTERING OCCURS TO PREVENT
OVERLAP.
82 INSTALL MODIFIED R100B(CA) SIGN PER DETAIL 15 SHEET 10. PLACE SIGN PER PLAN.
PAINT 4" WIDE BLUE ACCESSIBLE PARKING STALL STRIPING.83
PAINT ACCESSIBLE CROSS WALK WITH 4" WIDE BLUE (COLOR NO. 15090 PER FEDERAL
STD. NO. 595C) BORDER STRIPE AND 4" WIDE WHITE DIAGONAL STRIPES AT 3' O.C.
FIRE ACCESS. PAINT CURB RED PER DETAIL 9 SHEET 9.FA
STRIPING LEGEND
HORIZONTAL CONTROL AND PAVING PLAN 1" = 20'
MONROE STREET POOL REPLACEMENT
18
199-4A
8
HORIZONTAL CONTROL AND PAVING PLAN
N
20100 40
N105020
01ACCESSIBLE PARKING ENLARGEMENT 1" = 10'
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
C8
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
NTSCONCRETE PAVEMENT
EQ
.
EQ
.
VA
R
I
E
S
NOTES:
·REFER TO LANDSCAPE DRAWINGS FOR COLOR, FINISH, PATTERN, TEXTURE, CONTROL
JOINTS, EXPANSION JOINTS, AND THICKENED EDGE.
·CONCRETE DOWELING PER LANDSCAPE DRAWINGS AND PROJECT GEOTECHNICAL
REPORT RECOMMENDATIONS.
·DO NOT ALLOW CONCRETE OVER-POUR INTO ADJACENT PLANTERS.
·MINIMUM CONCRETE STRENGTH PER SPECIFICATION SECTION 321313.
LPA
CONCRETE PAVING
PEDESTRIAN: 5" THICK
VEHICULAR: 6" THICK
01 03
PEDESTRIAN: #3 @ 18" OC EACH WAY
VEHICULAR: #4 @ 18" OC EACH WAY02
02
03
01
04 SUBGRADE COMPACTED PER PROJECT
GEOTECHNICAL REPORT
04
COMPACTED BASE COURSE PER
GEOTECHNICAL REPORT (WHERE
OCCURS).
NTSINTERNATIONAL SYMBOL OF ACCESSIBILITY
NOTES:
A. STENCIL ONE SYMBOL ONTO PARKING
SURFACE IN EACH ACCESSIBLE STALL.
B. LOCATE PER ACCESSIBLE PARKING
STALL DETAIL.
C. ALL LINES WHITE ON BLUE BACKGROUND.
3'-6"
3'
2'-
6
"
3'
3'-
6
"
0102
03
LPA
BLUE BACKGROUND CONFORMING TO
FEDERAL STANDARD 595C COLOR FS
15090
01
2" WIDE WHITE REFLECTORIZED PAINT
STRIPING. PER CBC FIGURE 11B-703.7.2.102
WHITE REFLECTORIZED PAINT STRIPING03
DETAILS
9
NTSPRE-CAST CONCRETE WHEEL STOP
7" MIN
EQ.
2 1/2" MIN
EQ.
3"
M
I
N
5
1
/
2
"
2'-0" TO FRONT END OF STALL, U.N.O.
04
02
01
03
LPA
FINISHED SURFACE01 #4 x 18" REBAR AT EACH END03
(2) #3 REBAR CONTINUOUS TYP02 PRE-CAST CONC. WHEEL STOP 4'-0" LONG AT
SINGLE STALL, 6'-0" LONG AT STALLS SHARED04
NTSVALLEY GUTTER
18"
1"
18"
01
01
02
04
03
05
R1/2"
R
1
/
2
"
R1/4"
R1
/
4
"
6"
LPA
FINISHED SURFACE01
FLOW LINE PER PLAN02
(3) #3 REBAR CONTINUOUS TYP04
SUBGRADE COMPACTION PER
GEOTECHNICAL REPORT05
#3 REBAR @ 18" OC03
01
NTSACCESSIBLE VALLEY GUTTER
2.5'
1"
2.5'
01
01
02
04
03
05
R1/2"
R
1
/
2
"
R1/4"
R
1
/
4
"
6"
LPA
FINISHED SURFACE01
FLOW LINE PER PLAN02
(3) #3 REBAR CONTINUOUS TYP04
SUBGRADE COMPACTION PER
GEOTECHNICAL REPORT05
#3 REBAR @ 18" OC03
02
NTSACCESSIBLE CURB RAMP - DOUBLE
SECTION B-B
SLOPE
1:12 MAX
SLOPE
1:12 MAX
SLOPE
2% MAX
5' MIN
PE
R
P
L
A
N
LANDING SLOPE
2% MAX
VA
R
I
E
S
FLUSH FLUSH
6"2"MI
N
6"
8"
6"
4' MIN LANDING
36
"
M
I
N
.
36" MIN
TRUNCATED DOMES
03
01 B
B
02 0606
04
05
3"
C
L
R
3"
CL
R
LPA
6" VERTICAL CURB01
FLUSH CURB02
2 - #3 REBAR CONTINUOUS TYP04
#3 REBAR05
SEE DETECTABLE WARNING DETAIL 12
THIS SHEET03 CONCRETE CURB. TOP OF CURB TO
MATCH RAMP SLOPE06
TC=FSTC=FS 01
PER CONCRETE
PAVING DETAIL
05
03
08
06
04
NTSDETECTABLE WARNING
PER PLAN
2.
3
"
-
2
.
4
"
2.3" - 2.4"
0.45" - 0.47"
0.90" - 0.92"
NOTE:
·THE DETECTABLE WARNING SHALL EXTEND THE
FULL WIDTH OF THE CURB RAMP.
·DETECTABLE WARNINGS SHALL BE A MINIMUM 36"
IN THE DIRECTION OF TRAVEL
·DETECTABLE WARNING SURFACES SHALL BE
YELLOW AND APPROXIMATE 33538 OF SAE
AMS-STD-595A.
PLAN VIEW
DETAIL B
TRUNCATED
DOME
01
B
--
LPA
PRECAST TRUNCATED DOME
TILES BY WASAU TILE01
0.
2
"
PE
R
P
L
A
N
12
07NTSFLUSH CURB
VA
R
I
E
S
12
"
M
I
N
.
FLUSH FLUSH
6"
2"
MI
N
01
01
03
3"
C
L
E
A
R
A
N
C
E
MI
N
T
Y
P
02
04
LPA
FINISHED SURFACE / FINISHED GRADE01 (2) #4 REBAR CONTINUOUS
TYP03
#3 REBAR @ 36" OC02 PAVEMENT SECTION PER PLAN04
10
RETAINING WALL BACKDRAIN NTS 11
NTSACCESSIBLE CURB RAMP - SINGLE
PER PLAN
48" MIN
PE
R
P
L
A
N
1:
1
2
MA
X
+0.0 +0.0
+0.0
+0.5
0.0+
0.5+
TC=FS
NOTE:
CROSS SLOPE OF RAMP AND
LANDING NOT TO EXCEED 2% TYP
2.0%
MAX
48
"
M
I
N
LA
N
D
I
N
G
5.
0
%
MA
X
03
01
03
02
TC=FS
03
LPA
SEE DETECTABLE WARNING DETAIL 12
THIS SHEET01 CONCRETE CURB03
FLUSH CURB. CROSS SLOPE OF FLUSH
CURB NOT TO EXCEED 2% MAX02
36
"
M
I
N
12"
24
"
6"
1 1/2" RADIUS (TYP)
1/2" WIDE WHITE BORDER (TYP)
MOUNT SIGNS WITH (2) 5/16" DIA
CARRIAGE BOLTS WITH
PEENED THREADS.
2" MIN. WHITE LETTERS (TYP)
PROVIDE THIS SIGN @ VAN
ACCESSIBLE STALL ONLY
2" DIAMETER 12 GAUGE
GALVANIZED STEEL POST WITH
CAP. EMBED 33" INTO 12" DIA x 36"
DEEP CONCRETE FOOTING.
8"
ACCESSIBLE PARKING SIGN NTS
PARKING
ONLY
MINIMUM
FINE $250
VAN
ACCESSIBLE
6'
-
8
"
T
O
H
A
R
D
S
C
A
P
E
S
U
R
F
A
C
E
5'
M
I
N
T
O
P
L
A
N
T
E
D
S
U
R
F
A
C
E
CA MUTCD R99C (CA)
CA MUTCD R7-8b
NOTES:
1.SIGN SHALL BE REFLECTORIZED. PROVIDE
PORCELAIN ON STEEL.
2.ALL LETTERS AND SYMBOLS SHALL BE WHITE AND
BACKGROUND SHALL BE BLUE EQUAL TO COLOR
#15090 FEDERAL STD. 595C. INCLUDE "VAN
ACCESSIBLE" SIGN AT VAN ACCESSIBLE PARKING
STALL.
3.VISUAL CHARACTERS SHALL COMPLY WITH CBC
11B-703.5
4.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
SHALL COMPLY WITH FIGURE 11B-703.7.2.1
LPA
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
09NTSFIRE LANE CURB PAINTING
CURB & GUTTER
VERTICAL CURB
FLUSH CURB
CURBS SHALL BE PAINTED
OSHA SAFETY RED
LEGEND
NO P
A
R
K
I
N
G
-
F
I
R
E
L
A
N
E
NO P
A
R
K
I
N
G
-
F
I
R
E
L
A
N
E
NO P
A
R
K
I
N
G
-
F
I
R
E
L
A
N
E
LPA
WORDS TO BE STENCILED ON CURB AS
SHOWN ABOVE
3" HIGH WHITE PAINTED STENCILED
(3/4" STROKE) LETTERS
STENCILING AT EVERY 25 FEET ON
CENTER OR PORTION THEREOF
C9
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
10
DETAILS
13
1416
SLOPE
01
08
07
06
05
NTS
LPA
NDS DRAIN INLET
NDS #1230B 12" SQUARE BRASS
GRATE WITH VANDAL PROOF SCREWS.
1/4" MAX OPENING.
INSTALL FLUSH WITH PAVING.
02
03
04
NDS LOW PROFILE ADAPTER
12" SQUARE PART NO. 1230
NDS UNIVERSAL ADAPTER
PART NO. 1243 - 3" OR 4" OUTLET
PART NO. 1245 - 3" OR 4" OFFSET OUTLET
PART NO. 1266 - 6" OUTLET
PART NO. 1888 - 8" OUTLET
OUTLET PIPE PER STORM DRAIN PLAN
EXPANSION JOINT AT CONCRETE PAVING
SEE DETAIL 04 SHEET L5.01
FINISHED SURFACE CONCRETE PAVING
PER PLAN
FINISHED SURFACE ASPHALT PAVING PER
PLAN
CONCRETE COLLAR
CLASS 'C' LOAD RATING/H20
6"
MIN
12.25"
01
6"
MIN
6"
MI
N
6"MI
N
3.
4
4
"
02
03
04 05
070806
18NTS
LPA
POOL DECK SLOT DRAIN
SLOPE
12"
12"
11 3/4"
16
"
1/4"
MAX
1
1
/
2
"
MI
N
8"
MIN
3"
CL
E
A
R
7"
6"
SLOPE
50 BAR DIA
LAP SPLICE TYP
NDS #1230B 12" SQUARE BRASS
GRATE WITH VANDAL PROOF SCREWS.
GRATE SLOT WIDTH = 38"
INSTALL FLUSH WITH POOL DECK
PAVING.
6" SCH 40 PVC PIPE
01
02
NDS #1225 12"x12" SUMP BOX (FOR FORM)03
6" PVC SDR 35 STORM DRAIN OUTLET04
#4 @ 12" O.C.E.W.05
02
01
01
0205
03
#8 x 1-1/2" SS SHEET METAL SCREWS
EACH SIDE OF SLOT DRAIN PIPE SPACED
AT 12" ON CENTER.
06
DECK SLOT DRAIN. SAWCUT WITH
DOUBLE BLADE 1/4" TOTAL WIDTH. EASE
EXPOSED EDGES 1/4" MAX RADIUS.
07
04
05
3"
CL
E
A
R
(
T
Y
P
)
06
02
07
PLAN
PROFILE
SECTION
STORM DRAIN PIPING
PER PLAN
STORM DRAIN PIPING
PER PLAN
OPTIONAL 04
05
05
7"
MIN
7"
MIN
OPTIONAL
COLD JOINT
1"-1 12"
20
NTS
LPA
EV PARKING SIGNS
12"
18
"
1 1/2" RADIUS (TYP)
MOUNT SIGNS WITH (2) 5/16" DIA
CARRIAGE BOLTS WITH
PEENED THREADS.
2" DIA 12 GAUGE GALVANIZED
STEEL POST WITH CAP EMBED 33"
INTO 12" DIA x 36" DEEP CONCRETE
FOOTING.
6'
-
8
"
T
O
H
A
R
D
S
C
A
P
E
SU
R
F
A
C
E
A
N
D
5
'
M
I
N
T
O
PL
A
N
T
E
D
S
U
R
F
A
C
E
NOTES:
1.SIGN SHALL BE REFLECTORIZED. PROVIDE
PORCELAIN ON STEEL.
2.VISUAL CHARACTERS SHALL COMPLY WITH CBC
11B-703.5
3.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
SHALL COMPLY WITH FIGURE 11B-703.7.2.1
1/2" WIDE WHITE BORDER (TYP)
ALL LETTERS, BORDER AND SYMBOLS
SHALL BE WHITE AND BACKGROUND
SHALL BE BLUE EQUAL TO
COLOR #15090 FEDERAL STD. 595C.
8"
VAN
ACCESSIBLE CA MUTCD R7-8b6"
12
"
TYPE 1
TYPE 2
TYPE 3
R113 (CA)P
EXCEPT FOR
EV CHARGING
LETTERS, BORDER AND SYMBOL
SHALL BE RED RETROFLECTIVE AND
BACKGROUND SHALL BE WHITE
RETROREFLECTIVE.
LETTER "P" SHALL BE BLACK.
17NTSHDPE FLARED END SECTION 19
MOUNT SIGNS WITH (2) 5/16" DIA
CARRIAGE BOLTS WITH
PEENED THREADS.
1" MIN. BLACK LETTERS (TYP)
2" DIAMETER 12 GAUGE
GALVANIZED STEEL POST WITH
CAP. EMBED 33" INTO 12" DIA x 36"
DEEP CONCRETE FOOTING.
UNAUTHORIZED VEHICLE SIGN NTS
MUTCD R100B(CA)
NOTES:
1.SIGN SHALL BE REFLECTORIZED. PROVIDE
PORCELAIN ON STEEL.
2.ALL TEXT SHALL BE BLACK AND BACKGROUND
SHALL BE WHITE.
LPA
UNAUTHORIZED VEHICLES PARKED
IN DESIGNATED ACCESSIBLE
SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR
SPECIAL LICENSE PLATES ISSUED
FOR PERSONS WITH DISABILITIES
WILL BE TOWED AWAY
AT THE OWNER’S EXPENSE.
TOWED VEHICLES
MAY BE RECLAIMED AT:
(ADDRESS PER OWNER)
OR BY TELEPHONING:
(XXX) XXX-XXXX
24"
24
"
1 1/2" RADIUS (TYP)
21
NTSBASIN UNDERDRAIN CLEANOUT
LPA
03
TEXT
"STORM"
45
°
FLOW
01 SOLID WALL PIPE SIZE PER PLAN
05
CLEANOUT LID WITH "STORM"
02
03
SOLVENT WELD X F.I.P.T. COUPLING WITH
M.I.P.T. PLUG WITH MALE SQUARE NUT.
WYE FITTING AT LINE CLEANOUT,
45° ELBOW AT TERMINAL CLEANOUT
BROOKS 1-RT CLEANOUT OR APPROVED
EQUAL
04
04
05
NOTES:
·CLEANOUT RIM TO BE INSTALLED 6" ABOVE TOP OF BASIN MULCH LAYER
01
02
6"
NTSCLEANOUT
LPA
04
TEXT
"SEWER" OR "STORM"
45°45°
FLOW FLOW
ZURN ZN-1400-HD-SM OR APPROVED EQUAL01
PIPE SIZE PER PLAN05CLEANOUT LID WITH "SEWER" OR "STORM"02
03 SOLVENT WELD X F.I.P.T. COUPLING WITH
M.I.P.T. PLUG WITH MALE SQUARE NUT.
WYE FITTING AT LINE CLEANOUT,
45° ELBOW AT TERMINAL CLEANOUT06
BROOKS 1-RT CLEANOUT OR APPROVED
EQUAL04
0505
06
TYPE 1
1"
06
NOTES:
·CLEANOUT TYPE 1 TO BE INSTALLED IN ALL CONCRETE PAVEMENT AND PEDESTRIAN
HARDSCAPE AREAS. LID SHALL BE INSTALLED FLUSH WITH FINISHED SURFACE. PROVIDE
PCC COLLAR BELOW HARDSCAPE PER MANUFACTURER'S REQUIREMENTS.
·CLEANOUT TYPE 2 TO BE INSTALLED IN ASPHALT PAVEMENT AND PLANTED AREAS.
CLEANOUT RIM TO BE INSTALLED FLUSH WITH FINISHED SURFACE OF AC PAVING OR 1"
ABOVE FINISHED GRADE IN PLANTER AREAS AS APPLIES.
TYPE 2
TEXT
"SEWER" OR "STORM"
FLUSH
01
02
02
03
FLUSH
22
NTSPRECAST CONCRETE CATCH BASIN
LPA
PRECAST CONCRETE CATCH BASIN WITH
HS20 LOAD RATING01
PIPE TRENCH BEDDING AND BACKFILL
PER PLAN DETAILS06GALVANIZED STEEL FRAME AND GRATE;
A.D.A COMPLIANT, BOLT-DOWN TYPE; TG
ELEVATION PER PLAN
02
MINIMUM 6" THICK OF 12" CRUSHED ROCK
MEETING SECTION 200-1.2 OF THE
STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION
03
STORM DRAIN OUTLET PIPE; TYPE AND
SIZE PER PLAN04
MINIMUM 90% COMPACTED SOIL07
FINISH SURFACE ASPHALT OR CONCRETE
PAVING PER PLAN08
FINISHED GRADE (TURF) PER PLAN09
OUTLET PIPE INVERT ELEVATION; PER
PLAN05
04
06
09FLUSHFLUSH
SLOPE SLOPE
FLOW
05
03
07
02
VA
R
I
E
S
-
P
E
R
P
L
A
N
18", 24", OR 36"
SQUARE
PER PLAN
6"
TYP
08
01
MOUNT SIGNS WITH (2) 5/16" DIA
CARRIAGE BOLTS WITH
PEENED THREADS.
1" MIN. BLACK LETTERS (TYP)
2" DIAMETER 12 GAUGE
GALVANIZED STEEL POST WITH
CAP. EMBED 33" INTO 12" DIA x 36"
DEEP CONCRETE FOOTING.
MODIFIED R100B(CA)NTS
MODIFIED MUTCD R100B(CA)
NOTES:
1.SIGN SHALL BE REFLECTORIZED. PROVIDE
PORCELAIN ON STEEL.
2.ALL TEXT SHALL BE BLACK AND BACKGROUND
SHALL BE WHITE.
LPA
UNAUTHORIZED VEHICLES NOT
CONNECTED FOR ELECTRIC
CHARGING PURPOSES OR PARKED
IN DESIGNATED ACCESSIBLE
SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS
OR SPECIAL LICENSE PLATES
ISSUED FOR PERSONS WITH
DISABILITIES WILL BE TOWED
AWAY AT THE OWNER’S EXPENSE.
TOWED VEHICLES MAY BE RECLAIMED
AT CARLSBAD POLICE DEPARTMENT
OR BY TELEPHONING:
(760) 931-2197
24"
24
"
1 1/2" RADIUS (TYP)
15
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
08
11
10
05
09
STORM DRAIN CLEANOUT
RIM ELEVATION 6" ABOVE TOP OF MULCH.
PLANT MATERIAL PER LANDSCAPE PLANS.
FLUSH CURB, WHERE OCCURS PER GRADING PLANS.
BASIN DRAIN INLET
TOP OF GRATE = 9" ABOVE FINISHED GRADE OF BASIN (6" FROM TOP
OF MULCH). SEE GRADING AND DRAINAGE PLANS.
FINISHED GRADE OF BASIN. SEE GRADING PLAN.
UNCOMPACTED SOILS.
10 11
VARIES PER PLAN
6"
P
O
N
D
I
N
G
DE
P
T
H
0705
02
04
09
03
12
0808
18
"
M
I
N
FR
E
E
B
O
A
R
D
3:1
MAX
3:1
MAX
06
BIOFILTRATION BASIN NTS
01
04
02
03
AGGREGATE STORAGE LAYER: 12" THICK CLASS 2 PERMEABLE ROCK
PER CALTRANS SPECIFICATION 68-1.205.
6" PERFORATED SUBDRAIN WITHIN ROCK LAYER, PERFORATIONS
FACING DOWN.
BIOTREATMENT SOIL LAYER: NUTRIENT SENSITIVE SOIL MIX PER
COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK:
APPENDIX G - BIORETENTION SOIL SPECIFICATION. DEPTH OF SOIL
LAYER = 18" DEEP.
12"
18"
07
STORM DRAIN OUTLET PIPE PER PLANS.12
FILTER COURSE LAYER: 4" THICK LAYER OF WASHED PEA GRAVEL.
4"
01
PER DETAIL 14 SHEET 10.
PER DETAIL 13 SHEET 10.
3"
6"
06 FLOAT RESISTANT WELL-AGED, SHREDDED HARDWOOD MULCH
LAYER, 3" MINIMUM THICKNESS.
BASIN LINER: TITAN 30HD RGA NON-PERMEABLE MEMBRANE, 30 MIL HDPE TEXTURED
GEOMEMBRANE WOVEN REINFORCED IMPERMEABLE FABRIC LINER MANUFACTURED
BY TITAN ENVIRONMENTAL CONTAINMENT, PHONE: 1-866-327-1957. ALL SEAMS TO BE
HEAT WELDED/THERMALLY FUSED WITH 3' MIN. OVERLAP.
13
13
CONNECTOR PIPE SCREEN TRASH CAPTURE DEVICE, PER STORM
DRAIN PLAN.14
14
13
C10
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
11
DETAILS
23NTSROLLED CURB
6"
5' (TRA
N
S
I
T
I
O
N
R
O
L
L
E
D
C
U
R
B
T
O
6
"
C
.
F
.
)
6"
6"
12
"
24"
01
03
01
02
04
FLUSH
07
08
06
05
R
1
"
R1/4
"
LPA
FINISHED SURFACE01
(3) #4 REBAR CONTINUOUS TYP02
SLOPE 1/4" PER FOOT03
PAVING SECTION PER PLAN05
VERTICAL CURB SECTION06
BACK OF CURB07
#4 REBAR @ 18" OC04 ROLLED CURB SECTION08
CU
R
B
LI
N
E
R
3
"
01
05
NTS
LPA
18" GUTTER DRAIN INLET
02
03
04
NDS UNIVERSAL ADAPTER. SIZE PER PLAN.
PART NO. 1266 - 6" OUTLET
PART NO. 1888 - 8" OUTLET
OUTLET PIPE PER STORM DRAIN PLAN
CONCRETE COLLAR
CLASS 'C' LOAD RATING/H20
01
6"
MIN
02
6"1.5"
NDS CAST IRON GRATE INSTALL FLUSH
18" SQUARE PART NO. 1813
NDS LOW PROFILE ADAPTER
18" SQUARE PART NO. 1830
18" GRATE
(FLAT)
FLOW
FL
O
W
WARPED
SURFACE
WARPED
SURFACE
LOCAL DEPRESSION
6"MI
N
03
04
05
WARPED
SURFACE
18
"
24
NTS4" ROUND ATRIUM PLANTER DRAIN
01
PER PLAN
01
02
02
03
05
PE
R
P
L
A
N
PER PLAN
LPA
FINISHED SURFACE01
EDGE OF FINISHED SURFACE02
4" ROUND ATRIUM GRATE. NDS
PART NO. 78 OR APPROVED EQUAL04
4" PVC SDR 35 RISER05
PLANTER03
04
SLOPE TO DRAINSLOPE TO DRAIN
25
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
26NTSTRASH CAPTURE SCREEN
C11
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
SD
(
m
o
)
SD
SD
NO
PA
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
NO
P
A
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMPA
C
T
COMP
A
C
T
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
NO
PA
R
K
I
N
G
F
U
T
U
R
E
F
U
T
U
R
E
F
U
T
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
CO
CO
1
10
20
21
24
23
22
25
30
GAYLE
MO
N
R
O
E
S
T
R
E
E
T
BMP TYPEBMP ID #SYMBOL CASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCE
FREQUENCY
BMP TABLE
INSPECTION
FREQUENCYQUANTITY
TREATMENT CONTROL
SOURCE CONTROL
10 SD-32
QUARTERLY
20 SD-1324
**
SEMI-ANNUALLY1,854 SF.BIOFILTRATION
AREA
WEEKLY AS NEEDED
ANNUALLY AS NEEDED
1 EA.
5 EA.
7, 10
7
7
199-4A1TC-32
CONNECTOR PIPE
SCREEN
TRASH CAPTURE BMPs
QUARTERLY AS NEEDED1 EA.7, 11-30
25 SC-72 MONTHLY AS NEEDED1 EA.7
TRASH ENCLOSURE
WITH ROOF
STENCILS
POOL
NO DUMPINGDRAINS TO LAGOON
199-4A
199-4A
199-4A
199-4A
MONROE STREET POOL REPLACEMENT
18
199-4A
SINGLE SHEET BMP SITE PLAN
12
SCALE : 1" = 20'
1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS OR THESE PLANS.
2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR
APPROVAL FROM THE CITY ENGINEER.
3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES
WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.
4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF
HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION
AND INSTALLATION.
BMP NOTES:
PARTY RESPONSIBLE FOR MAINTENANCE:
NAME
ADDRESS
PHONE NO.
PLAN PREPARED BY:
NAME
ADDRESS
PHONE NO.
COMPANY
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.
6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION.
SIGNATURE
BMP CONSTRUCTION AND INSPECTION NOTES:
THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND
OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS.
PRIOR TO OCCUPANCY THE EOW MUST PROVIDE:
1.PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS
PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL
INSTALLATION.
2.A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE
CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE
APPROVED PLANS.
3.PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY
TREATMENT SIGNAGE HAS BEEN INSTALLED.
PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE
FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR
MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL
OF THE CITY ENGINEER.
KATHEREEN SHINKAI, P.E.
LPA, INC.
5301 CALIFORNIA AVE.
SUITE 100
IRVINE, CA 92617
(949) 261-1001
CITY OF CARLSBAD PUBLIC WORKS
1635 FARADAY AVE.
CARLSBAD, CA 92008
(442) 339-2820
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
20100 40
C12
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
3
EXISTING CONDITIONS
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
NO
PA
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
NO
P
A
R
K
I
N
G
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
EV
C
H
A
R
G
I
N
G
ON
L
Y
E
V
C
H
A
R
G
I
N
G
O
N
L
Y
COMPA
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMPA
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
COMP
A
C
T
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
EV
CHA
R
G
I
N
G
ONL
Y
NO
PA
R
K
I
N
G
F
U
T
U
R
E
F
U
T
U
R
E
FU
T
U
R
E
FUT
U
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FUT
U
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E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
FUT
U
R
E
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5
%
1.5
%
1.5
%
1.5
%
1.5
%
1.5
%
1.
6
%
1.0%
1.0%1.
6
%
1.
6
%
1.3%
1.3%
1.1%
1.3%
1.3%
1.1%
1.1%
1.8%
1.
0
%
1.
0
%
1.0
%1.8
%
1.5%1.2%
0.7%
1.5%
1.6%
5.0%1.5%
0.9%
1.
6
%
1.
1
%
0.9%
2.5%
8.0
%
7.
3
%
1.
1
%
1.7%
(4.7%)
(5.3%)
1.5%
1.0
%
1.0%
1.
9
%
1.
4
%
(2.5%)
3.2%
1.0%
3.3%
2.7%
1.5%
2.0%
4.5%
1.
8
%
7.6
%
0.6
%
1.
0
%
1.8
%
1.0%1.2
%
1.
8
%
1.2
%
1
.
5
%
0.8%
2.4%
0.9
%
0.8%1.5%
1.3%1.
3
%
1.1
%
3.8
%
4.6
%
1.8%
0.5%
1.5%
0.
6
%
1.
4
%
1.4
%
0.6
%
2.6%
1.
5
%
0.
7
%
1.5
%
1.9
%
02
L4.04
LIMIT
O
F
W
O
R
K
N
MO
N
R
O
E
S
T
R
E
E
T
LI
M
I
T
O
F
W
O
R
K
PR
O
P
E
R
T
Y
L
I
N
E
07
L3.01GATE
06
A0.31
13
L3.01
T TYP.
PA PA
PA
PA
PA
PA
PAPA
PA
T TYP.
Q
TYP.
B T C
B
T TYP.
C
B
Q
T
T
S TYP.
TYP.
T TYP.
T
TYP.
0116
19Z
AA
0319FM
G
JTYP.
N
H
F
F
GG
BB
TYP.
E
A
03
DD
KK
01 13 MM GG
PA
16
21
15
01
K
02
1514
01
R
X
W
TYP.
TYP.
TYP.
D
S TYP.
L
PA
B
F
G
Y
D
07MATERIALS PLAN 1" = 20'-0"
16
10
16
Q
C
01
EE
06
GB
16
07
CC
(E) BLDG
15 04
05 01
16
Q B
FF
TYP.
BLDG
T
FA12
B
IRRIGATION
CONTROLLER
PER
L6.01
04
LL
IC
26
17
HH
05 TYP.
SIM.
MIRROR
04
L4.02
04
L4.03
10
L4.02
03
L4.01 03
L4.03
10
L4.03
10
L4.03
02,10
L4.01
04
L4.04
07
L4.01
04
L4.01
02
L4.02
08
L4.04
24
23
09
L4.02
03
L4.02
25
25
19
15
L4.02
10
L4.04
P
A
11
TYP.
PA
PA
08
16
07
KK
GATE
12
18
10
TYP.
P
P
15
10
L5.03
TYP.
TYP.
A
13
13
CO
PA
SYM.DESC.DESC.YM.
FOC
BOC
PB
ES:
UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS AND
EXACT LOCATIONS.
FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT.
DOWN SLOPE
DIRECTION OF RAMP
PROPERTY LINE/ RIGHT
OF WAY
FIRE HYDRANT (PER CIVIL)
DRAIN INLET (PER CIVIL)
AREA DRAIN (PER CIVIL)
CLEAN OUT (PER CIVIL)
STORM DRAIN MANHOLE (PER
CIVIL)
SANITARY SEWER MANHOLE (PER
CIVIL)
(E) REDUCED PRESSURE BFP
(PER CIVIL)
PIV/CHECK VALVE/FDC (PER CIVIL)
ELECTRICAL PULL BOX (PER
ELECT)
LIMIT OF WORK
EXPANSION JOINTS
SAWCUT JOINT
FACE OF CURB
BACK OF CURB
PLANTING AREA
ALIGN
SIGNAGE (PER CIVIL)
25' CLR.
SIGHT,
TYP
25' CLR.
SIGHT,
TYP
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
A
B
C
D
E
CONCRETE PAVING - PEDESTRIAN TYPE 1
F
KEY
NOTE
DET/
SHTDESCRIPTION COLOR / FINISH
NATURAL GRAY/
MEDIUM BROOM FINISH
REFERENCE KEYNOTES
POOL
G
H
J
K
L
M
N
P
Q
R
CONCRETE PAVING - POOL DECK
CONCRETE PAVING - VEHICULAR
DAVIS BAJA RED/
MEDIUM BROOM FINISH
NATURAL GRAY/
MEDIUM BROOM FINISH
EXISTING PAVING
POOL DIVING BOARD
POOL ACCESSIBLE LIFT
PER AQUATICS
PARKING LOT STRIPING/LETTERING PER CIVIL
REGALSTONE BY RCP BLOCK
NATURAL GRAY W/ PUMICE
TUBE STEEL FENCE
18
CONCRETE MOW CURB
POOL STAIRS/HANDRAIL
EXISTING CURB PROTECT IN PLACE
EXISTING GUTTER PROTECT IN PLACE
EXISTING DRIVEWAY PROTECT IN PLACE
CONC CURB/GUTTER PER CIVIL
ADA EMBLEM PER CIVIL
NATURAL GRAY/
19
PER AQUATICS
PER AQUATICS
PER AQUATICS
CONCRETE FREESTANDING WALL
CMU FREESTANDING WALL
ADA SIGNAGE PER CIVIL
TRUNCATED DOME PAVERS FEDERAL YELLOW (A-40)
S
EXTERIOR SHOWER PER ARCHITECTURE
T
U
BUILDING COLUMN
V
W
X
Y
Z
SLOT DRAIN
CONC CURB RAMP PER CIVIL
CONC WHEEL STOP PER CIVIL
PER ARCHITECTURE
POOL LADDER PER AQUATICS
AA
BB
NATURAL GRAY/
LIGHT BROOM FINISH
CC
EXISTING WALL PROTECT IN PLACE
EXISTING FENCING PROTECT IN PLACE
PROTECT IN PLACEEXISTING LIGHTING
EXISTING UTILITY YARD PROTECT IN PLACE
AC PAVING PER CIVIL
DD
EE
FF
GG
NATURAL GRAY/
LIGHT SANDBLAST FINISH
CONCRETE PAVING - PEDESTRIAN TYPE 2
20
21
22
HANDRAIL AT STAIRS
CONCRETE STAIRS
BLEACHERS WITH 200 SEAT CAPACITY
HANDRAIL AT RAMP
NEW SOLAR PANELS
EXISTING STAIRS/AMPHITHEATER PROTECT IN PLACE
EXISTING TRANSFORMER PROTECT IN PLACE
EXISTING BACKFLOW PROTECT IN PLACE
EXISTING HANDRAIL PROTECT IN PLACE
ELECTRIC VEHICLE CHARGER PER ELECTRICAL
PER CIVIL
ELECTRIC VEHICLE SIGNAGE PER CIVIL
CONCRETE THICKENED EDGE AT FENCE
TUBE STEEL SINGLE PEDESTRIAN GATE
W/ PANIC HARDWARE
CANTILEVERED FABRIC
SHADE STRUCTURE
TUBULAR STEEL DOUBLE
PEDESTRIAN GATES
GUARDRAIL
02/
L5.01
07/
L5.04
04/
L5.03
04/
L5.02
04/
L5.08
08/
L5.08
02/
L5.08
08/
L5.04
04/
L5.06
02/
L5.05
02/
L5.02
04/
L5.05
SITE FURNISHINGS LEGEND
SYM.DESC.MANUF.MODEL #COLOR QTY.FINISH/PTRN.DTL
1. ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR.
2. QUANTITIES SHOWN IN SITE FURNISHINGS LEGEND ARE TOTAL QUANTITIES.
TRASH
RECYCLING
COMPOST
LANDSCAPE
FORMS
CHASE PARK
SIDE OPENING;
LIDS: LANDFILL,
RECYCLING,
COMPOST
LANDFILL-SILVER
RECYCLING-BLUE
COMPOST-GREEN
POWDERCOAT 4
PAIRTR PER
MANUF
NOTE:
A.SEE ELECTRICAL ENGINEERING PLANS FOR FIXTURES, LAMPS, AND SPECS.
B.VISIBLE CONDUIT AND BOXES TO BE PAINTED PRIOR LANDSCAPE INSTALLATION. COLOR
PER LANDSCAPE ARCHITECT.
PEDESTRIAN
POLE LIGHT
COMMENTSDESCRIPTIONSYM.
PER ELECTRICAL
MUSCO LIGHT PER ELECTRICAL
EXISTING LIGHT
CMU COLOR AND FINISH
TO MATCH ARCHITECTURECMU RETAINING WALL 10/
L5.02
PROTECT IN PLACE
AC SLURRY SEAL PER CIVIL
KEY
NOTE DESCRIPTION COMMENT
SCORE BOARD PER AQUATICS
TRASH ENCLOSURE PER ARCHITECTURE
DEFERRED SUBMITTAL ITEM
PER OWNER
PERFORATED SCREEN PER ARCHITECTUREHH
JJ
KK
LL
CONCRETE PAD AT LIGHT BOLLARD
CONCRETE FLUSH CURB AT FENCE NATURAL GRAY/04/
L5.04
PERFORATED METAL FENCE GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
PERFORATED METAL DOUBLE
PEDESTRIAN GATE W/ PANIC HARDWARE
04/
L5.10
02/
L5.10
TUBE STEEL CANTILEVER PANEL
WITH STRAIGHT PICKETS
16/
L5.08
NATURAL GRAY/
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
PROTECT IN PLACE
MM
STARTING BLOCKS PER AQUATICS
SITE LIGHTING LEGEND
23
24
DRINKING FOUNTAIN
BIKE RACK
04/
L5.11
13/
L5.11
SILVER/
POWDERCOAT
SILVER/
POWDERCOAT
25 TRASH AND RECYCLING RECEPTACLES REFER TO SITE
FURNISHINGS LEGEND
02/
L5.01
02/
L5.01
02/
L5.01
MEDIUM BROOM FINISH
LIGHT BROOM FINISH
NATURAL GRAY/10/
L5.01 LIGHT BROOM FINISH
MEDIUM BROOM FINISH
13/
L5.01
MATCH ADJACENT PAVING/
MEDIUM BROOM FINISH
26 TUBULAR STEEL DOUBLE
VEHICULAR GATES
10/
L5.08
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
27 METAL PANEL DOUBLE
PEDESTRIAN GATES
04/
L5.12
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
28 10/
L5.12
GALVANIZED, POWDERCOAT
FINISH, COLOR BLACK
METAL PANEL SINGLE
PEDESTRIAN GATE
C
*
*
*
*
*
*
*
*
*
*
*
*
NOTE: SEPARATE GRADING PERMIT KEYNOTE*
29 08/
L5.01
NATURAL GRAY /
MEDIUM BROOM FINISH
CONCRETE RETAINING CURB AT
FENCE
15/
CO
PA
SYM.DESC.DESC.SYM.
FOC
BOC
PB
NOTES:
A.UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS AND
EXACT LOCATIONS.
B.FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT.
SITE SYMBOLS LEGEND
DOWN SLOPE
DIRECTION OF RAMP
PROPERTY LINE/ RIGHT
OF WAY
FIRE HYDRANT (PER CIVIL)
DRAIN INLET (PER CIVIL)
AREA DRAIN (PER CIVIL)
CLEAN OUT (PER CIVIL)
STORM DRAIN MANHOLE (PER
CIVIL)
SANITARY SEWER MANHOLE (PER
CIVIL)
(E) REDUCED PRESSURE BFP
(PER CIVIL)
PIV/CHECK VALVE/FDC (PER CIVIL)
ELECTRICAL PULL BOX (PER
ELECT)
LIMIT OF WORK
EXPANSION JOINTS
SAWCUT JOINT
FACE OF CURB
BACK OF CURB
PLANTING AREA
ALIGN
SIGNAGE (PER CIVIL)
MATERIALS PLAN (L1.01)
13
NOT FORE REGULATORY
PPROVAL, PERMITTING O
CONSTRUCTION
conditions. LPA is not res
ancies between the proje
sting conditions.
L
ICENS E D L A N DSCAPE AR
CH
I
T
ECT
S
T
ATE OF CA L I F O R NIAJ
E
FFREY K. Y A MAMOT
O
N
o
. 5030
RENEWAL DATE
SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/202411/25/202404/17/2025
L-1.01C13
01GG
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
3
EXISTING CONDITIONS
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
MATERIALS PLAN (L5.02)
14
L-5.02
02
2
1
2
3
3
02
L5.01
4
1
5 04
L5.01
6
5
PRECAST PAVER-TRUNCATED DOME TILES 1-1/2" = 1'-0"
SAME
4
511
7
8
8
9
9
NOTE:
A.TOTAL LENGTH OF TRUNCATED DOME TILES PER
PLAN.
B.TRUNCATED DOME TILES ARE TO CONFORM TO
STATE ACCESSIBILTY STANDARDS. CONTRACTOR
TO VERIFY STANDARDS PRIOR TO INSTALLATION.
C.DETECTABLE WARNING SURFACES SHALL
CONTRAST VISUALLY WITH ADJACENT WALKING
SURFACE. EITHER LIGHT ON DARK OR DARK ON
LIGHT.
4'-0"
4"
T
Y
P
.
2.3"-2.4"
2.
3
"
-
2
.
4
"
0.
9
-
0
.
9
2
"
0.
4
5
-
0
.
4
7
"
SECTION
PLAN
0.
2
"
10 10
3"
MIN.
9"
MIN.
45
°
11
7
P.O.T DIRECTION
PRE-CAST TRUNCATED DOME TILES BY WAUSAU TILE.
COLOR TO BE FEDERAL YELLOW (33538) OF SAE
AMSSTD-595A. SHALL COMPLY WITH CBC 11B-247,
11B-250, 11B-705
MORTAR SETTING BED PER MANUF.
CONCRETE PAVING PER
BASE MATERIAL AND COMPACTED SUBGRADE PER
GEOTECHNICAL REPORT
EXPANSION JOINT PER
NOT USED
FINISH SURFACE
ADJACENT PAVING
5/8" SMOOTH STEEL DOWEL X 12" AT X 18" O.C. FOR
VEHICULAR USE "SPEED DOWEL". SEE SPECS.
CONCRETE CURB PER CIVIL DWGS.
#4 REBAR AT 18" O.C. EACH WAY
2.3"-2.4"
TYP.
2"
2"
6
7
8
5
4
7
6
3
8
1
2
5
4
3
2
1 CMU WALL; REFER TO MATERIAL PLAN
FOR FINISH AND COLOR
ADJOINING WALL, BUILDING OR OTHER
VERTICAL SURFACE
BACK EDGE OF WALL
2" X 2" REVEAL. FINISH ALL EXPOSED
EDGES TO MATCH FACE OF WALL
COLD JOINT
BACK EDGE OF REVEAL. REVEAL TO
BE CONTINUOUS ON ALL SIDES OF
WALL UNLESS OTHERWISE
INDICATED ON PLAN OR ELEVATIONS
INSIDE EDGE OF REVEAL
1/8" TOOLED/STONED CORNERS AND
EDGES
2"
REVEAL AT END OF CMU WALL 3" = 1'-0"03
08CMU WALL CAP 3" = 1'-0"
-
1
NOTE:
A.CAP TO BE FLUSH WITH FACE OF
WALL. MANUFACTURER TO
CUSTOM CUT BRICK CAP AS
NEEDED.
1
2
3
2
3
4
4
2" X 8" X 16" SOLID CAP. FROM RCP BLOCK
AND BRICK OR EQUAL; COLOR AND FINISH
APPEARANCE TO MATCH FACE OF WALL.
1" DRILLED DEPRESSION 3/4" DEPTH.
3/8" DIA. X 8" ANCHOR BOLT @ 24" O.C. MAX
MIN. 2 PER PIECE OF CAP. EPOXY INTO PLACE
WITH HILTI HIT-HY 70(ICC ESR-2682)
8"x8"x16" CMU. COLOR PER KEYNOTE LEGEND
ON SHEET L0.01.
2"
8"
14
2
8
5
PER STRUCTURAL
A. LIGHT POLE BASE IN PAVING
POLE BASE COVER. REFER TO
ELECTRICAL PLANS FOR ADDITIONAL
INFORMATION.
2
FINISH GRADE @ PLANTING.3
4
5
6
7
8
14" RADIUS TYPICAL.
6
C.I.P. CONCRETE CAISSON
DIMENSIONS AND
REINFORCING PER
STRUCTURAL
FINISHED SURFACE PER MATERIALS AND
LAYOUT PLAN
3
2"
5
7
B. LIGHT POLE BASE IN PLANTING
POLE LIGHT FOOTING 1" = 1'-0"
SCALE
BASE PLATE AND ANCHOR BOLTS
PER POLE MANUFACTURER SPEC'S.
9
LIGHT POLE PER ELECTRICAL PLANS.1
4"
AT PLANTING CONDITION - TOP 4" OF
CONCRETE FOOTING TO BE SQUARE
AND TRANSITION TO CIRCULAR BASE.
1
4
PE
R
S
T
R
U
C
T
U
R
A
L
3" TYP.
SHRUB
AREA
8
PER STRUCTURAL
PE
R
S
T
R
U
C
T
U
R
A
L
9
2
1
(AT SHRUB)
01
S1.11
6
BASE MATERIAL & COMPACTED SUBGRADE
PER THE GEOTECHNICAL REPORT.
CONTROL JOINT @ CMU WALL 1 1/2"" = 1'-0"
CTL JT @ CMU
PLAN VIEW
DETAIL A
A
-
CMU WALL
16" TYP.
HOLD 3/8" CLR.
HOLD 3/8" CLR. SPACE
NOTES:
1. PROVIDE VERTICAL REINFORCEMNET AT END CELLS IN CMU WALL.
2. SEE STRUCTURAL FOR ADDITIONAL INFORMATION
3. GROUT TO MATCH BLOCK
4. PROVIDE JOINTS SPACED AT 20'-0" O.C.
BACKER ROD AND
SEALANT EACH SIDE WITH
3/8" EXPANSION MATERIAL
09COMBINED CAISSON W/ (2) POSTS 1"=1'-0"
-
LPA190403
EXEMPT FROM DSA SS REVIEW
CONCRETE CAISSON PER
METAL PICKET GATE POST PER
#3 TIES @ 8" O.C. ALTERNATE 135 DEGREE HOOKS
ALONG PERIMETER OF CAISSON
(4) #4 LONG. BARS W/ STD. 90 DEGREE HOOK
1
2'-6"
3" C
L
R
.
03
-19
L5.012
3
3
1
2
TYP.
4
4
TYP.
04CMU FREE STANDING WALL 3/4" = 1'-0"
-
1
2
3
4
5
6
08
L5.01HT
.
P
E
R
E
L
E
V
A
T
I
O
N
S
PER
STRUCTURAL
PE
R
ST
R
U
C
T
U
R
A
L
02
S1.11
CMU WALL CAP: 2"x8"x16". COLOR AND FINISH TO MATCH
BLOCK. SEE LEGEND ON SHEET L0.01 FOR COLOR AND
FINISH
CMU BLOCK: 8x8"x16" RUNNING BOND,
COLOR AND FINISH PER LAYOUT AND MATERIALS PLAN.
INTEGRAL COLOR GROUT PER SPECIFICATIONS. FILL ALL
CELLS SOLID.
FINISH SURFACE / FINISH GRADE
EXPANSION JOINT AT VERTICLE SURFACE
FOR CMU WALL AND FOOTING REINFORCING, SEE
FOR CMU WALL WITH SCOREBOARD, SEE
COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
NOTES:
A.SEE DETAIL AT COTROL AT CMU
WALL
5
2
1
4
5
6
3 3
09
-
02
S1.12
CMU RETAINING WALL - 4' & HIGHER 3/4" = 1'-0"
-
3/4" DRAIN ROCK
'MIRAFI' 140N FILTER FABRIC; LAP TOP 12" MIN.
4" PERFORATED DRAINLINE INSTALLED WITH
PERFORATION DOWN; REFER TO CIVIL PLANS
FOR CONNECTION TO STORM DRAIN SYSTEM
FINISH GRADE; SEE CIVIL GRADING PLANS FOR
FINISH SURFACE ELEVATIONS AND LANDSCAPE
MATERIALS PLAN FOR ADJACENT SURFACE
CONDITION.
SUBGRADE; COMPACTION PER GEOTECHNICAL
REPORT.
FENCE OR GUARDRAILING POST PER
NOTES:
A.REFER TO SPECIFICATION FOR ADDITIONAL
INFORMATION NOT NOTED IN DETAIL.
B.REFER TO STRUCTURAL DETAILS FOR ALL WALL
REINFORCING SIZE AND SPACING.
C.SEE DETAIL AT CONTROL AT CMU WALL
7
8
9
10
11
VA
R
I
E
S
RE
F
E
R
T
O
C
I
V
I
L
G
R
A
D
I
N
G
P
L
A
N
PE
R
ST
R
U
C
T
U
R
A
L
1
2
3
4"
4
6
5
7
8
1'-0"
11
10
11
9
1'-
0
"
1
2
3
4
5
6
02
S1.11
8x2x16 CMU CAP; MATCH WALL BLOCK COLOR.
SEE LEGEND ON SHEET L0.01 FOR COLOR AND
FINISH
CMU BLOCK: 8x8x16 RUNNING BOND; COLOR AND
FINISH PER MATERIALS LEGEND.
SEE 01/S1.12 FOR REINFORCING INFO.
INTEGRAL COLOR GROUT; PER SPECS.
FOOTING DIMENSIONS AND REINFORCEMENT
PER STRUCTURAL DETAILS.
FLUID APPLIED WATER PROOFING; APPLY 2
COATS; FULL HEIGHT OF WALL
PROTECTION BOARD OVER WATER PROOFING 12 04
L5.05
04
L5.08
09
-
14
-
12
4'
-
9
"
E
M
B
E
D
@
T
U
B
E
S
T
E
E
L
F
E
N
C
E
2'
-
6
"
E
M
B
E
D
A
T
G
U
A
R
D
R
A
I
L
10
NOT FORE REGULATORY
PPROVAL, PERMITTING O
CONSTRUCTION
conditions. LPA is not res
ancies between the proje
sting conditions.
L
ICENS E D L A N DSCAPE AR
CH
I
T
ECT
S
T
ATE OF CA L I F O R NIAJ
E
FFREY K. Y A MAMOT
O
N
o
. 5030
RENEWAL DATE
SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/202411/25/202404/17/2025
C14
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
3
EXISTING CONDITIONS
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
15
L-5.02
04GFCI / JUNCTION BOX AT CONCRETE FREESTANDING WALL 3/4" = 1'-0"
-
NOTES:
A.SEE PLANS FOR LOCATIONS. VERIFY IN
FIELD WITH LANDSCAPE ARCHITECT PRIOR
TO ROUGH IN AND INSTALLATION.
1
2
3
4
5
6
7
CONCRETE FREESTANDING WALL PER
NOT USED
RECESSED GFCI, REFER TO AQUATICS
PLANS AND ELEVATIONS FOR QUANTITY AND
LOCATION
JUNCTION BOX (FOR UNDERWATER POOL LIGHTS),
REFER TO AQUATICS PLANS AND ELEVATIONS FOR
QUANTITY AND LOCATION- SEE 02 & 03/ SP17 FOR
MORE INFO.
FINISH SURFACE PER MATERIAL PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
EXPANSION JOINT AT VERTICAL SURFACE PER
CONDUIT PER AQUATICS PLANS
CONCRETE WALL REVEAL DETAIL
2'-
0
"
1'
-
3
"
MI
N
.
4"
MI
N
.
04
-
4"2"2"2"2"
8
ELEVATION CONCRETE FREESTANDING WALL
1
SECTION A
1'
-
3
"
MI
N
.
1
4
3
5
6
8
7
3 4
10'-0"
TYP
08
L5.01
POOL
9
14
-
9
EQ.EQ.
10
18" UNLESS
OTHERWISE NOTED ON PLAN
1%1%
3
7
2
1
5
3
4
1
2
3
4
5
6
7
CONCRETE FREE-STANDING WALL 1" = 1'-0"
-
NOTES:
A. SNAP TIES AND REVEAL
B. REFER TO PLANS & ELEVATIONS FOR LOCATION OF JOINTS.
C. ALL FORM SEAMS ARE TO ALIGN WITH REVEALS SHOWN ON ELEVATIONS &
PLANS. PROVIDE CUSTOM FORM BOARDS AS REQUIRED.
D.PROVIDE PERMANENT NON-SACRIFICIAL ANTI-GRAFFITI COATING ON ALL
EXPOSED WALL SURFACES.(SEE SPECS)
E.CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED
F.DSA SSS REVIEW IS NOT REQUIRED PER IR A-22
11
-
PE
R
C
I
V
I
L
24
"
M
A
X
.
CONCRETE FREE-STANDING WALL PER MATERIALS PLAN. REFER TO
KEYNOTE LEGEND FOR COLOR & FINISH
1/8" EASED EDGE RADIUS, TYP. ALL EDGES. NO CHAMFERS
FINISH SURFACE/FINISH GRADE
OVER-EXCAVATION, SUBGRADE SCARIFICATION/COMPACTION SHALL BE
PER GEOTECHNICAL REPORT
EXPANSION JOINT PER
#4 @ 12" O.C.
TOP OF WALL PER CIVIL GRADING PLAN
(3) #4 CONTINUOUS AT TOP AND BOTTOM
#4 @ 12" O.C. EACH WAY AND EACH FACE
2'
-
0
"
8
8 08
L5.01
9
9
3" CLR.
TYP.
6
EQ.EQ.
8
14
-
TYP.
3/4"
3/
4
"
CONCRETE WALL REVEALS FULL
SAME
REVEAL @ COLD JOINTREVEAL
1/16"
3/4"
1/16"1/16"
TYP.TYP.TYP.
3/
4
"
CONCRETE WALL PER MATERIALS PLAN.
COLD JOINT.
1/8" TOOLED/STONED CORNERS & EDGES.
NOTES:
A. PROVIDE REVEAL @ ALL COLD JOINTS.
B. REVEAL SHOULD BE CONTINUOUS ON SIDES & TOP OF WALL,
UNLESS OTHERWISE NOTED ON PLAN OR ELEVATION.
C. REFER TO PLANS & ELEVATIONS FOR JOINT SIZE & LOCATION.
D. ALIGN ALL FORM JOINTS W/REVEALS. CUSTOM CUT FORMS AS
REQUIRED.
1
2
3
3 1 1 13
2
TYP.TYP.
1/2"
AS
RE
Q
U
I
R
E
D
INFILL AT SNAP TIE VOID FULL
-
1
2
3
4
5
NOTES:
A.ALL SNAP TIES TO BE ALIGNED VERTICALLY AND
HORIZONTALLY ALONG THEIR CENTERLINES.
B.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SNAP TIE
LAYOUT TO LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION.
FACE OF WALL
AS REQUIRED
VOID FROM SNAP TIE CONE
QUICK SET HYDRAULIC NON-SHRINK CEMENT
SNAP TIE - CUT FLUSH WITH BACK OF CONE VOID
1
2
3
4
5
1114
CONSTRUCTION DETAILS (L5.02)
NOT FORE REGULATORY
PPROVAL, PERMITTING O
CONSTRUCTION
conditions. LPA is not res
ancies between the proje
sting conditions.
L
ICENS E D L A N DSCAPE AR
CH
I
T
ECT
S
T
ATE OF CA L I F O R NIAJ
E
FFREY K. Y A MAMOT
O
N
o
. 5030
RENEWAL DATE
SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/202411/25/202404/17/2025
C15
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
3
EXISTING CONDITIONS
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
16
L-5.06
CONSTRUCTION DETAILS (L5.06)
"AS BUILT"
DATERCEEXP.
REVIEWED BY:
INSPECTOR DATE
APPROVED FOR IRRIGATION
AND PLANTING ONLY,
INCLUDING PRECISE LOCATION
OF PLANTING AREA.
04
STAIR HANDRAIL END POST EMBEDMENT 1 1/2" = 1'-0"
-
1
2
4
5
1
2
3
4
5
10
L5.06 SIM.
6
6
8"
STAINLESS STEEL POST
CONCRETE PAVING
BOTTOM RAIL @ RAMPS ONLY
CONCRETE FOOTING
COMPACT PER GEOTECH REPORT
CAST IN PLACE, CORE DRILL, OR PROVIDE SLEEVE. SET
POSTS W/NON SHRINK GROUT. IF CORE DRILL IS
PROVIDED FINAL SECTION IS TO MATCH FOOTING
DIMENSION. CORE DRILL OR SLEEVE TO BE SMALLER
THAN COVER PLATE. (2) SMALL OVERLAPING CORE
HOLES MAY BE REQUIRED
NOTES:
A.ALL COMPONENTS ARE TO BE HOT DIPPED
GALVANIZED STAINLESS STEEL, REFER TO SPEC.
B. REFER TO FOR SIZES.
45
°4"
8"6"
04
L5.06
STAIR HANDRAIL EMBEDMENT 1-1/2" = 1'-0"
-
EQ.EQ.
1
2
3
4
5
6
1
2
3 4
5
6
8"
M
I
N
I
M
U
M
04
-
11
L5.07
HANDRAIL POST, SEE
CONCRETE STAIRS, SEE
BASE PLATE, SEE
STAIR NOSING, SEE
C.I.P. CORE DRILL OR PROVIDE
KNOCK-OUT. SET POSTS WITH
NON-SHRINK GROUT.
BASE MATERIAL AND COMPACTED
SUBGRADE PER GEOTECHNICAL
REPORT.
08
L5.04
08
L5.04
HANDRAIL AT STAIRS 3/4"=1'-0"
-
04
L5.07
1'-0"
TREAD
LENGTH
1'-0"
3'
-
0
"
3'
-
0
"
05
L5.07
EQ.EQ.
POSTS EQUALLY SPACED
4'-0" O.C. MAX
10
-
02
-
11
L5.07
1
2
3
4
5
6
1
2
54
4
6
3
NOTES:
A.ALL COMPONENTS ARE TO BE SCHEDULE 40
GALV. STEEL, SEE SPECS.
B.GRIND ALL WELDS SMOOTH.
C.1/8" EDGES TYPICAL ALL CORNERS.
D.COLD GALVANIZED ALL FIELD WELDS.
E.ALL HANDRAILS TO BE 4" CLEAR MIN. FROM
VERTICAL SURFACE.
1.66" O.D. SCH 40 STAINLESS STEEL PIPE.
1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL POST.
3" DIA. X 1/4" THICK STAINLESS STEEL BASE PLATE
FINISH SURFACE
CAST IN PLACE, CORE DRILL, OR PROVIDE KNOCKOUT.
SET POSTS W/ NON SHRINK GROUT.
C.I.P. CONCRETE STAIRS. PER 08/L5.04
TYP.
RAMP HANDRAIL EMBEDMENT 1 1/2" = 1'-0"
-
1'-0"
3"
1
4
3
5
1
2
3
4
5
11
L5.07
6
6
NOTES:
"X
"
TO
P
O
F
R
A
M
P
1.66" x 3/4" THICK SOLID STAINLESS STEEL POST.
FINISH SURFACE.
1-1/2" x 3/4" THICK SOLID STOCK STANLESS STEEL
BOTTOM RAIL.
CONCRETE PAVING
BASE MATERIAL AND COMPACTED SUBGRADE PER
GEOTECH REPORT
CAST IN PLACE, CORE DRILL OR PROVIDE KNOCKOUT.
SET POSTS WITH NON SHRINK GROUT PER
8"
45
°4"
02
-
10
08 02
NOT FORE REGULATORY
PPROVAL, PERMITTING O
CONSTRUCTION
conditions. LPA is not res
ancies between the proje
sting conditions.
L
ICENS E D L A N DSCAPE AR
CH
I
T
ECT
S
T
ATE OF CA L I F O R NIAJ
E
FFREY K. Y A MAMOT
O
N
o
. 5030
RENEWAL DATE
SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/202411/25/202404/17/2025
C16
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
3
EXISTING CONDITIONS
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
17
L-5.07
CONSTRUCTION DETAILS (L5.07)
0407HANDRAIL END CONNECTION-D1 6" = 1'-0"
-
1"
2"
3/4"3/4"
CL
EQ.EQ.
2
1
2
3
PEDESTRIAN
PATH SIDE
SIDE ADJACENT
TO WALL
4
END ELEVATIONSIDE ELEVATION
5
1.66" O.D. SCH. 40 STAINLESS STEEL PIPE
1-1/2" X 34" THICK SOLID STOCK STAINLESS STEEL POST.
CONTINUOUS FILLET WELD
WELD ALL AROUND, GRIND SMOOTH.
1/8" MIN. RADIUS, TYP.
1
2
3
4
5
05
-
NOTE: MID RAIL CONNECTION, SEE3"
EQ.EQ.
3"
EQ
.
EQ
.
BASE PLATE PLAN ENLARGEMENT FULL
-
5
6 3 4 2 1
5
1
2
3
4
5
6
3"
C
L
R
.
3"
C
L
R
.
3/
4
"
3/
4
"
1/8" THICK SOLID STOCK STAINLESS STEEL PLATE.
BLACK PVC SHIM BELOW.
CAST INTO PLACE, CORE DRILL, OR PROVIDE KNOCKOUT.
SET POST W/ NON SHRINK GROUT.
STEEL POST PER HANDRAIL: GUARDRAIL:
FACE OF WALL. WIDTH PER PLAN.
CONTINUOUS WELD ALL FOUR SIDES OF POST TOP SIDE
OF PLATE ONLY.
04
L5.06
04
L5.05
EQ.EQ.
3"
3"
BASE PLATE ENLARGEMENT FULL
-
1/4"
TYP.
07
-
1 3
4 5
2
6 7
8
1
2
3
4
5
6
7
8
1-1/2" x 3/4" THICK SOLID STOCK STAINLESS
STEEL BOTTOM RAIL, WHERE OCCURS.
1-1/2" x 3/4" THICK SOLID STOCK STAINLESS
STEEL POST.
CONTINUOUS G.T.A.W. FILLET WELD, TYP.
CONCRETE PAVING.
3" DIA. X 1/8" SOLID STOCK PLATE. SLOPE
W/ GRADE @ RAMP.
1/8" THICK BLACK PVC SHIM.
CONTINUOUS FILLET WELD. FOUR SIDES
OF POST-ON TOP SIDE OF PLATE ONLY.
EMBED INTO
STAIRS/PAVING, SEE
02
L5.06
10
L5.06
11 HANDRAIL MID CONNECTION-D1 6"=1'-0"
-
1
2
3
1
2
3
3
SECTIONELEVATION
3/4"3/4"
1
EQ.EQ.
2
2"
CU
T
A
N
D
G
R
I
N
D
SM
O
O
T
H
F
R
O
M
ON
E
S
I
N
G
L
E
PO
S
T
1"
CU
T
A
N
D
GR
I
N
D
SM
O
O
T
H
FR
O
M
ON
E
SI
N
G
L
E
PO
S
T
1.660" O.D. SCH. 40 STAINLESS STEEL PIPE.
CONTINUOUS 1/4" FILLET WELD BOTTOM SIDE ONLY.
1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL 'SINGLE' POST. (WELDING
OF POSTS TOGETHER SHALL NOT BE ACCEPTABLE)
05
NOT FORE REGULATORY
PPROVAL, PERMITTING O
CONSTRUCTION
conditions. LPA is not res
ancies between the proje
sting conditions.
L
ICENS E D L A N DSCAPE AR
CH
I
T
ECT
S
T
ATE OF CA L I F O R NIAJ
E
FFREY K. Y A MAMOT
O
N
o
. 5030
RENEWAL DATE
SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/202411/25/202404/17/2025
C17
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025
MONROE STREET POOL REPLACEMENT
18
199-4A
3
EXISTING CONDITIONS
ARCHITECTURE ENGINEERING INTERIORS
LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
18
S1.13
SITE STRUCT RAL DETAILS (S1.13)
09/30/25
3"
CL
R
TY
P
H
(CONCRETE f'c = 4000 psi)
5'-0"
Fd
1'-4"
WALL DIMENSIONS FOOTING DIMENSIONS FOOTING REINFORCING WALL REINFORCING
Fw Kd Fr Wa WcFh
4'-0" 2'-6"NOT REQ'D #5 @ 8"
9'-0" 1'-4" 4'-6" 1'-0" #5 @ 8" #6 @ 8"6'-0"#4 @ 16"
#4 @ 16"
CMU RETAINING WALL
NOTE:
WATERPROOFING
PER ARCH OR LANDSCAPE
(2) #5 LONGITUDINAL
WHERE 0 < Kd < 1'-0"
- ADD (2) # 5 LONGIT
FOR EA ADDL FOOT
IN DEPTH OF Kd
WHERE Kd > 1'-0"
TRANSVERSE Fr
BARS W/ STD 90°
HOOKS AS SHOWN
DRAINAGE PER
CIVIL DWG
FINISH GRADE OR
EXT SLAB ON GRADE PER
LANDSCAPE
BACKFILL PER GEO-
TECHNICAL REPORT
(2) #4 HORIZ BARS AT DOWELS
FOOTING KEY
WHERE OCCURS
CONT Fc BARS EA WAY TOP
& BOTTOM
VERT DOWELS W/
STD 90° HOOK AT
BOTTOM OF FTG
42" 12"
#4 DOWELS x 12" @
16" O/C AT EXTERIOR
SLAB ON GRADE ONLY
42"
FINISH GRADE OR
EXTERIOR
SLAB ON GRADE
PER LANDSCAPE
Wa VERTICAL DOWELS
(2) #4 HORIZ
BARS AT DOWELS
2x4 CONT SHAPED KEY - FILL W/
MASONRY GROUT OR MORTAR
#5 @ 16"
Fw
Wt
Fh +1 1/2"
Wt+3"
Kd
F
d
MIN
1'-
0
"
#4 DOWELS x
@ 16" O/C AT EXT SLAB ON
GRADE ONLY
WH
E
R
E
O
C
C
U
R
S
8'-
0
"
M
A
X
P
E
R
L
A
N
D
S
C
A
P
E
SE
E
C
I
V
I
L
-
6"
M
A
X
1 1/2" Fh
3" TYP
S I T E R E T A I N I N G W A L L S C H E D U L E
FENCE/RAILING POST
PER LANDSCAPE
PE
R
N
O
T
E
1
EM
B
E
D
M
E
N
T
STD 90° HOOK IN CASE KEY
NOT REQUIRED
Wt
1'-0"
1'-0"
Fc
#4 @ 12"
#4 @ 12"
1.
3
L
d
2" CLR.
NOTE:
1. 4'-9" EMBEDMENT FOR MAX 8'-0" STEEL
FENCE. 2'-6" EMBEDMENT FOR 3'-6"
GUARDRAIL
RE
T
A
I
N
I
N
G
H
E
I
G
H
T
H
-
S
E
E
C
I
V
I
L
(
9
'
-
0
"
M
A
X
)
#5 @16"
PIPES THRU OR BELOW FOUNDATION
TRENCH ADJACENT TO FOUNDATION
A
A
ELEVATION A-A
1
1
PROVIDE PIPE SLEEVE (I.D. 2" LARGER THAN
PIPE O.D. - AT FIRE SPRINKLER PROVIDE I.D.
4" LARGER THAN PIPE O.D.) WHERE
ADJACENT TO CONCRETE - TYPICAL
PLACE THIS CONCRETE BEFORE FOOTING ABOVE -
LEAN CONCRETE PER GENERAL NOTE F.7
PIPE
LOCATE TRENCH SO
THAT FOOTINGS ARE
NOT UNDERMINED
CONT. FOOTING
OR GRADE BEAM
PIPE
LIMIT DISTANCE BETWEEN
SLEEVES TO NO LESS THAN
LARGER SLEEVE OUTSIDE
DIAMETER OR 6"
CONT. FOOTING
OR GRADE BEAM
SPREAD FTG,
CONT FTG, OR
GRADE BEAM
NOTES:
1. DO NOT PLACE SLEEVES OR
CONDUIT IN ISOLATED SPREAD
FOOTINGS - RUN AROUND OR
BELOW THESE FOOTINGS.
2. SLEEVES ARE NOT TO PASS
THROUGH CONTINUOUS
FOOTINGS OR GRADE BEAMS
UNLESS SHOWN OTHERWISE -
WHERE SLEEVES ARE
PERMITTED, LOCATE WITHIN
MIDDLE THIRD OF FOOTING OR
GRADE BEAM DEPTH.
PIPE
SLAB ON GRADE
BACKFILL TRENCH PER
GEOTECHNICAL REPORT
NO EXCAVATION
ALLOWED BELOW
THIS LINE
9" MIN
3
1
/
2
"
M
I
N
.
9" MIN
NO
S
L
E
E
V
E
S
HE
R
E
3" TYP
CO
N
T
F
T
G
OR
G
R
A
D
E
B
E
A
M
"D
"
4"
M
I
N
3'-
0
"
M
A
X
6"
M
I
N
"D
"
/
3
M
A
X
1"
1'-6" MIN
1/2" = 1'-0"01TYP. SITE CONC. RETAINING WALL and SCHEDULE AT LEVEL BACKFILLN.T.S.02TYPICAL PIPES THRU OR TRENCHES
ADJACENT TO FOUNDATIONS
09/30/25
IS
UC
C18
DATE: 61 JOHN MAASHOFF, PUBLIC WORKS MANAGER RCE 61909 EXP. 9/30/2025