HomeMy WebLinkAboutSite PlanCONTRACTOR
SHALL INSTALL A
2" RESTRICTOR
PLATE ON TOP OF
STR. #403
906.0 900.0 903.0 906.5 903.2 903.2 908.0
908.0
903.2
903.2
907.0
26'
906
.
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9
90
8
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5
1
90
8
.
7
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18" RCP OUTFALL
Inv.: 894.64'
BEEHIVE INLET
Top of Crest: 897.39'
N: 18" RCP Inv.: 893.79'
UNKNOWN
10" CMP
Inv.: 898.85'
10" CMP
Inv.: 899.83'
6" PVC
Inv.=907.37
8" CMP
Inv.=905.88
2033
907.83
A4
W
P.W.P.
C.O.
C.O.
C.O.C.O.
P.W.P.
P.W.P.
S
S
S
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
W W W W W W W W W W W W W W W W W W W W W
12" CMP
Inv.=905.57
12" CMP
Inv.=905.24
Drainage Inlet
Inv.: 909.65'
N: 12" RCP Inv.=907.58'
9
0
3
9
0
4
9
0
9
900
902
90
2
903
8
9
5
8
9
8
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9
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9
7
8
9
6
900
89
9
8
9
8
901 902 9
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3
90
4
9
0
5
906
907
9
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8
909
PS
L
PSL
PS
L
PS
L
PS
L
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L
418417
60 L.F. 15" R.C.P. @ 0.22%
415
410
86
L
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2
"
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@
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.
3
0
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409
128 L.F. 15" HDPP @ 0.22%
408
28
6
L
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.
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"
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@
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.
2
2
%
407
44 L
.
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.
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5
"
H
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P
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@
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.
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3
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406
94
L
.
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.
1
5
"
H
D
P
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@
0
.
3
1
%
405
33 L.F. 18" HDPP @ 0.48%
404
28 L.F. 18" HDPP @ 0.73%
411
165 L.F. 12" HDPP @ 0.33%
403
401
22 L.F. 12" HDPP @ 0.30%
192 L.F. 12" R.C.P. @ 0.30%
402
5
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2
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413 70 L.F. SLOTTED DRAIN @ 0.30%
414
70 L.F. SLOTTED DRAIN @ 0.30%
40' SETBACK LINE
MOTOR COURT
CONCRETE
DECK
POOL
5,674 SF
TENNIS
COURT
4,700 SF
PAVERS
SPA
FIRE
FIRE
FI
R
E
PAVERS
SUNKEN
FIRE PIT
638 SF
FIRST FLOOR AREA = 9,321 SF
F.F.E.=911.37
MLAG = 910.70
MFPG = 910.70
GARAGE
F.F.E. =
911.03
PROPOSED 6' TALL WALL
(BY OTHERS)
PROPOSED 6' TALL WALL
WITH A 2' WIDE AND 1'
TALL SLOT FOR SWALE
(BY OTHERS)
STEPS
264 LF 6" SSD
(SEE DETAIL SHEET C800)
19
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10
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PAVERS
81 L
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78
'
R/
W
20'
21'
8'
28
'
32'
36'
76'
131st STREET
40
'
S
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T
B
A
C
K
86
.
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4
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92
.
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74.82'
74.08'
119.32'
18
8
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1
1
'
18
2
.
9
4
'
132.33'
92.92'
93.42'
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
DRY DETENTION BASIN #1
903.52
902.67
904.90
404A
RAIN
GARDEN
90
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905.7
910.0
910.0
910.0
910.0
910.0
910.0
910.0
910.0
910.0
910.0
910.8
910.8
910.0
910.0
909.7
910.1
910.8
911.0
911.0
911.0
909.5
909.5
910.0
910.0
910.0
910.1
910.7 910.7
910.5
910.2
909.7
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910.2
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910.0
910.0
910.9
910.8
910.3
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911.4
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911.4
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911.4
911.4
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910.0
910.0
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910.0
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910.1
910.1
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909.6
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909.9
910.0
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908.8
M.E.
908.6
M.E.
908.5
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908.6
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908.0
909.0
H.P.
906.4906.3
908.6
910.3910.3
909.8
909.9
910.3
910.3
910.3 910.3
GATE
DRIVEWAY
PROPOSED FIRE
HYDRANT W/
VALVE
1
5
'
D
&
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E
1
5
'
D
&
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E
1
5
'
D
&
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E
VAR. BMPE
VA
R
.
B
M
P
E
INVERT ELEV.=900.00
TOB ELEV.=906.50
BACK TO BACK ELEV.=906.06
EX
908.7
C.O.
C.O.
C.O.
C.O.
PROPOSED 2"
WATER SERVICE
PROPOSED 6"
WATER MAIN
SAN. C.O.
INV. = 907.0±
68 L.
F
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400C
400B400A
19 L.F. 21" R.C.P. @ 1.11%
89 L.F. 12" R.C.P. @ 0.30%
21 L.F. 12" R.C.P. @ 0.30%
90
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M
PROPOSED
WATER
METER
RFT-1
P1
BUS STOP SHELTER
94
'
88'
21
2
'
STORMWATER
MANAGEMENT
AREA SIGN (TYP.)
910.0
910.1
PROPOSED FIRE
HYDRANT W/
VALVE
CO
320
910.10
M
PROPOSED
WATER
METER
106842
RPL BMB
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DRAWN BY:CHECKED BY:
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C200
GRAPHIC SCALE
( IN FEET )
1" = 40 FT
LEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONTOUR
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED GRADE ELEVATION
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED 6" SUB-SURFACE DRAIN
B.L.BUILDING SETBACK LINE
M.E.MATCH EXISTING
H.P.HIGH POINT
L.P.LOW POINT
GRD. CHG.GRADE CHANGE
DENOTES SNOW FENCE TO BE INSTALLED FOR
TREE PROTECTION
RISER
BENCHMARK DATA
TBM #1
CENTER AT BACK OF WALK OF CURB INLET ON SOUTH
SIDE OF LETTS LANE.
ELEV= 901.83' (NAVD 88)
TBM #2
NORTH BONNET BOLT ON FIRE HYDRANT LOCATED WEST
OF HOUSE #13255 LETTS LANE.
ELEV= 901.83' (NAVD 88)
ORIGINATING BENCHMARK
O.P.U.S.
BENCHMARK ELEVATIONS FOR THIS PROJECT WERE
DERIVED USING THE NATIONAL GEODETIC SURVEY
ONLINE POSITIONING USER SERVICE (O.P.U.S.) AND ARE
REFERENCED TO THE NAVD '88 DATUM
CONSTRUCTION LIMITS
PERMEABLE PAVERS
NON PERMEABLE PAVERS
CONCRETE
RAIN GARDEN
1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND
INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES
PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT ANY CONFLICTS
WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
3.STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD
BE INSTALLED AS SOON AS PRACTICAL.
4.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE
OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE
PROPOSED RIGHT-OF-WAY.
5.ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR
TEST METHOD.
6.ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED;
BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR
REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE
LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE
OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO
BLOCK OFF A PRIVATE "MUTUAL" TILE.
7.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY R/W.
8.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY
WIDENING, AUXILIARY LANES, ETC.
9.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
10.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT.
THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH
THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
11.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES
REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT
OF PROPOSED RIGHT-OF-WAY LINE.
12.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW
THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT
RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
13.ANY DISTURBANCE TO EXISTING BMP GRADING AND/OR VEGETATION
SHALL BE RESTORED PER DETAILS AND SPECIFICATIONS SHOWN ON V3
DESIGN DEVELOPMENT DOCUMENTS.
14.ALL STORM SEWERS ARE PRIVATE
15.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A
POND OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT ABOVE ANY
ADJACENT 100-YEAR LOCAL FLOOD ELEVATIONS OR 2 FEET ABOVE ANY
ADJACENT 100-YEAR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS
GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS,
AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER
A BUILDING.
16.THERE ARE NO 100 YEAR FLOODPLAINS, FLOODWAY FRINGES, OR
FLOODWAYS ON THIS SITE.
NOTES
DRAINAGE SUMMARY
NORTHWEST OUTLET
Site Acreage=+/-4.75 ac.
Offsite/Upstream Acreage=+/-1.36 ac.
Volume Required: 49,012 cu.ft.
Volume Provided: 95,954.5 cu.ft.
Allowable Release Rate:
10yr = 0.39 c.f.s. 100yr = 1.17 c.f.s.
Post Developed Release Rate:
10 yr = 0.19 c.f.s. 100 yr = 0.23 c.f.s.
Is the primary water quality treatment for the development as planned in the Master Plan -
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan -
*If YES, provide the following information:
Total Master Plan contributing watershed =
Total Watershed Currently Built (or Approved) contributing to this system = 0 Ac.
Total watershed from
Total watershed available in the system post-project =
Is the entire BMP treatment train to an outlet point being constructed with this section - YES
If NO, provide the following information:
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83.
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STRUCTURAL NOTES
MAXIMUM
BUILDING
HEIGHT
35 FEET FOR A PRINCIPLE BUILDING,
18 FEET FOR AN ACCESSORY BUILDING
SITE TAKE-OFFS
TOTAL LOT =
PROPOSED POOL =
GUARD HOUSE =
TENNIS COURT =
CONCRETE =
PAVERS =
BUILDING FIRST FLOOR =
GARAGE =
PORCH/PATIO =
274,602 SF
5,674 SF
201 SF
4,700 SF
29,676 SF
23,543 SF
9,321 SF
1,932 SF
1,101 SF
EARTHWORK NOTES
1. EXCAVATION
A. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL
UNSUITABLE MATERIAL AND ALL SURPLUS EXCAVATED MATERIAL NOT
REQUIRED SHALL BE REMOVED FROM THE SITE.
B. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFFSITE AS
MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED ON PLANS. FILL
OBTAINED FROM OFFSITE SHALL BE OF QUALITY AS SPECIFIED FOR FILLS
HEREIN AND THE SOURCE APPROVED BY THE DEVELOPER. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR FOR ANY COSTS FOR FILL NEEDED.
2. REMOVAL OF TREES
A. ALL TREES AND STUMPS SHALL BE REMOVED FROM AREAS TO BE OCCUPIED
BY A ROAD SURFACE OR STRUCTURE AREA. TREES AND STUMPS SHALL NOT BE
BURIED ON SITE.
3. PROTECTION OF TREES
A. THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEVELOPER,
ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO
NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNED.
B. IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE
DEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURE
TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES.
4. REMOVAL OF TOPSOIL
A. ALL TOPSOIL SHALL BE REMOVED FROM ALL AREAS BENEATH FUTURE
PAVEMENTS OR BUILDING. TOPSOIL REMOVAL SHALL BE TO A MINIMUM
DEPTH OF 6 INCHES OR TO THE DEPTH INDICATED IN THE GEOTECHMICAL
REPORT PROVIDED BY THE DEVELOPER TO BE EXCAVATED OR FILLED.
TOPSOIL SHOULD BE STORED AT A LOCATION WHERE IT WILL NOT INTERFERE
WITH CONSTRUCTION OPERATIONS. THE TOPSOIL SHALL BE FREE OF DEBRIS
AND STONES.
5. UTILITIES
A. RULES AND REGULATION GOVERNING THE RESPECTIVE UTILITY SHALL BE
OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION.
B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
LOCATION OF EXISTING UNDERGROUND UTILITIES 2 WORKING DAYS PRIOR TO
COMMENCING WORK. FOR UTILITY LOCATIONS TO BE MARKED CALL TOLL
FREE 811.
6. SITE GRADING
A. THE CONTRACTOR SHALL DO ALL CUTTING, FILLING, COMPACTING OF FILLS
AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO
SUBGRADE AS SHOWN ON THE DRAWING.
B. THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVE
ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.05 FEET
PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDINGS AT TOP AND
BOTTOM OF BANKS AND OTHER BREAKS IN GRADE.
C. THE ENGINEER SHALL BE NOTIFIED WHEN THE CONTRACTOR HAS REACHED
THE TOLERANCE AS STATED ABOVE, SO THAT FIELD MEASUREMENTS AND
SPOT ELEVATIONS CAN BE VERIFIED BY THE ENGINEER. THE CONTRACTOR
SHALL NOT REMOVE EQUIPMENT FROM THE SITE UNTIL THE ENGINEER HAS
VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE.
DRY DETENTION POND & RAIN GARDEN DETAIL
A-A
40'±
5
1
VARIES 25' ±
5
1
PROPOSED GRADE
EXISTING GRADE
1% MIN.
100 YR = 904.90
10 YR = 903.52
2 YR = 902.67
GENERAL NOTES
1.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING
ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES,
STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
2.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE
PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD
DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR
GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS
INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS
IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE
DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
RAIN GARDEN PLANTING
LIST
1.GREAT BLUE LOBELIA
2.GREEN-HEADED CONEFLOWER
3.BLUE VERVAIN
4.BIG BLUESTERN
5.FOWL MANNA GRASS
A A
B
B
60' ±
RAIN GARDEN DETAIL
B-B
3
1
3
1
95' ±
INV. = 900.00
TOB ELEV. = 906.50 TOE ELEV. = 903.00
TOP OF WIER = 906.50
3
1 3
1
BOTTOM ELEV. = 903.20
BOTTOM ELEV. = 903.20
TOB ELEV. = 908.00
2' ENGINEERED SOIL
(SEE TABLE)
4'
1'
OPEN GRADED STONE
WRAPPED IN NON-WOVEN
GEOTEXTILE FABRIC
6" UNDERDRAINTOE ELEV. = 903.20 TOE ELEV. = 903.20
TOB ELEV. = 907.00
TOB ELEV. = 908.00
CONTRACTOR SHALL SAW-CUT
10 LF OF EXISTING 131ST
STREET PER DETAIL ON C800.
CONTRACTOR TO SEEK BPW
APPROVAL FOR ANY LANE
CLOSURE AND WORK IN THE
R.O.W., INCLUDING ANY
REQUIRED M.O.T. NEEDED FOR
THE CLOSURE.
STR. 404A
TC = 905.80
(SEE DETAIL SHT. C801)
NATIVE VEGETATION
NATIVE VEGETATION
SOUTHEAST OUTLET
Site Acreage=+/-0.76 ac.
Offsite/Upstream Acreage=+/-0.76 ac.
Volume Required: 0 cu.ft.
Volume Provided: 0 cu.ft.
Allowable Release Rate:
10yr = 2.00 c.f.s. 100yr = 4.61 c.f.s.
Post Developed Release Rate:
10 yr = 1.67 c.f.s. 100 yr = 3.36 c.f.s.
SOUTHWEST OUTLET
Site Acreage=+/-0.57 ac.
Offsite/Upstream Acreage=+/-0.00 ac.
Volume Required: 0 cu.ft.
Volume Provided: 0 cu.ft.
Allowable Release Rate:
10yr = 2.14 c.f.s. 100yr = 5.01 c.f.s.
Post Developed Release Rate:
10 yr = 1.20 c.f.s. 100 yr = 2.57 c.f.s.
BACK TO BACK = 906.06
PROPOSED 2" WATER SERVICE
PROPOSED 6" WATER LINE
WATER SERVICE DETAIL
07
/
3
0
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2
4
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