24438_Teresa Estates Subdivision.pdf
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- Solicitation number
- PE-60350-NONST-2025-000000006
- Issued by
- Bacon County, Georgia
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100' MIN.
WIDTH
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
6.
S8 8°
4'
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E
1.
S8 8°
4'
1"
E
0.
S8 8°
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7.
S8 8°
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5.
S8 8°
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S8 8°
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S8 8°
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0.
S8 8°
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0.
S8 8°
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S8 8°
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7.
S8 8°
4'
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7.
S8 7°
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5"
E
2.
S8 8°
4'
1"
E
2.
S8
8°
6'
1" E
7.
N1° 35' 59"E 158.33'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 33' 54"E 100.10'
S1° 35' 24"W S1° 38' 14"W 100.00'
S1° 35' 40"W 135.00'
S1° 35' 38"W 195.00'
S1° 35' 38"W 100.00'
N1° 26' 05"E 100.00'
N1° 25' 25"E 195.00'
N
° 2 4'
1"
W
4.
N1° 35' 59"E 1.21'
C33C32 N4° 58' 20"W
89.04'
N4° 58' 20"W 31.09'
S4° 58' 20"E
30.18' S4° 58' 20"E
89.59' C2 C1 S1° 24' 03"W
99.62' S1° 26' 48"W
100.00' S1° 25' 26"W
100.00' S1° 25' 59"W
117.52'
N1° 25' 58"E 120.53'
N1° 25' 25"E 135.00'
N
° 2 4'
1"
W
2.
N
° 2
4'
1" W
.4
4'
N1° 35' 59"E 61.21'
C11C12C13 N4° 58' 20"W
65.75'
N4° 58' 20"W 54.37'
S4° 58' 20"E
37.09' S4° 58' 20"E
82.67' C9 C10 S1° 25' 28"W
98.30' S1° 25' 24"W
101.81' S1° 25' 46"W
199.90'
N1° 25' 50"E 160.32'N1° 25' 24"E 100.00'N1° 35' 59"E 35.00'
123456
272624
100' MIN.
WIDTH
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
6.
S8 8°
4'
1"
E
1.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
5.
S8 8°
4'
1"
E
4.
S8 8°
4'
1"
E
3.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
7.
S8 7°
0'
5"
E
2.
S8 8°
4'
1"
E
2.
S8
8°
6'
1" E
7.
N1° 35' 59"E 158.33'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 33' 54"E 100.10'
S1° 35' 24"W S1° 38' 14"W 100.00'
S1° 35' 40"W 135.00'
S1° 35' 38"W 195.00'
S1° 35' 38"W 100.00'
N1° 26' 05"E 100.00'
N1° 25' 25"E 195.00'
N
° 2 4'
1"
W
4.
N1° 35' 59"E 1.21'
C33C32 N4° 58' 20"W
89.04'
N4° 58' 20"W 31.09'
S4° 58' 20"E
30.18' S4° 58' 20"E
89.59' C2 C1 S1° 24' 03"W
99.62' S1° 26' 48"W
100.00' S1° 25' 26"W
100.00' S1° 25' 59"W
117.52'
N1° 25' 58"E 120.53'
N1° 25' 25"E 135.00'
N
° 2 4'
1"
W
2.
N
° 2
4'
1" W
.4
4'
N1° 35' 59"E 61.21'
C11C12C13 N4° 58' 20"W
65.75'
N4° 58' 20"W 54.37'
S4° 58' 20"E
37.09' S4° 58' 20"E
82.67' C9 C10 S1° 25' 28"W
98.30' S1° 25' 24"W
101.81' S1° 25' 46"W
199.90'
N1° 25' 50"E 160.32'N1° 25' 24"E 100.00'N1° 35' 59"E 35.00'
123456
272624
N 01°35'59" E 100.00'
N 01°35'59" E 100.00'
N 01°36'07" E 100.00'
N 01°35'52" E 100.00'
N 01°35'50" E 100.00'
N 01°36'09" E 100.00'
N 01°35'59" E 100.00'
S
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" E
6.
S
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6.
S
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6.
S
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S
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7.
N
8°
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7.
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
S 01°35'41" W 100.00'
S 01°35'35" W 100.00'
S 01°35'38" W 100.00'
S 01°35'47" W 100.00'
S 01°35'29" W 100.00'
S 01°35'38" W 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S
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2.
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2.
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2.
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2.
S
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2.
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2.
S
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2.
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
S 01°25'25" W 100.00'
N 01°25'25" EN 01°25'25" E
100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
N 01°25'25" E 100.00'
17.51'
100.00'
0.
A c.
0.
A c.
0.
A c.
0.
A c.
0.
A c.
0.
A c.
0.
A c.
0.
A c.
0.
A c.
L28 L29 L30
L31
L32
L33
L34
L35
L36
L37
191192
S1° 25' 26"W 123.14'
S8 9°
8'
2"
W
9.
N1° 34' 48"E 130.30'
N1° 36' 02"E 141.67'
N
° 4 1'
4"
E
2.
S1° 25' 25"W 182.49'
N
° 2 4'
1"
W
2.
N1° 25' 25"E 100.00'
N
° 3 6'
0"
E
6.
N
° 2 4'
1"
W
2.
N1° 25' 25"E 139.69'
N
° 3 4'
5"
E
6.
S1° 25' 25"W 179.48'
S8 8°
4'
1"
E
3.
S8 8°
4'
1"
E
5.
S8 8°
6'
4"
E
2.
S8 8°
4'
1"
E
2.
S2° 39' 09"W 99.12'
S0° 13' 01"W
100.93' S1° 16' 12"W
100.00' S1° 34' 04"W
106.53'
S1° 25' 25"W 100.00'
S1° 25' 25"W 108.80'
N
° 2 4'
1"
W
2.
S1° 25' 25"W 115.33'
N
° 2 4'
1"
W
2.
S1° 25' 25"W 121.26'
S8 8°
4'
1"
E
8.
S1° 25' 25"W 100.00'
S1° 25' 25"W 100.00'
S1° 35' 24"W 100.00'
S1° 35' 24"W 100.00'
S1° 35' 24"W 99.90'
S1° 34' 40"W 100.10'
W W W W
W W
185.10 185.06
185.24
185.31 184.75 184.94
185.25 185.11
186.11
186.20
185.85
185.80
185.33 185.03
184.94
186.31
186.45
186.15
186.05
186.41 186.46
186.93
186.99
186.69
186.97
D
S
S
S
S
W
W W
D W
W W W 41 +7
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
+0
+0
+0
34+00
+0
+0
+0
+0
+0
+0
+0
19019
190190190
S89° 35' 41"W 60.04'
N
° 2 8'
8"
E
6.
L=134.66, R=1240.02
CB=S1°51'40"E
C= 134.60 D=6.22
L=87.17, R=760.00
CB=S1°41'11"E
C= 87.12
=6.57
L=114.98, R=1030.00
CB=N1°46'27"W
C= 114.92 D=6.40
N4° 58' 19.70"W 119.77'
N1° 25' 25.61"E 727.92'
BP: 0+00.00
EP: 41+77.11
PI: 33+04.02
PI: 34+98.45
PI: 35+37.33 PI: 40+63.36
PC: 7+27.92
PC: 31+30.60
PT: 10+73.92PT: 8+42.90
PT: 32+65.26
Mid: 7+85.41
Mid: 31+97.93
SITE
CONSTRUCTION
PLANS
TERESA'S ESTATES
CONTENTS
2024-01-17 : ORIGINAL ISSUE DATE
NOT RELEASED
FOR
CONSTRUCTION
VICINITY MAP NTS
Know what's below.
before you dig.Call
R
REVISIONS
COVER
RCE PROJECT NUMBER: 24438
WWW.ROBERTSCIVILENGINEERING.COM
PREPARED FOR:
CITY OF ALMA C/O AL CRACE
P.O. BOX 429
ALMA, GA 31510
912-632-8072
OWNER
CITY OF ALMA C/O AL CRACE
CONTACT
AL CRACE
AL.CRACE@CITYOFALMA.GOV
912-632-8072
ENGINEER
ROBERTS CIVIL ENGINEERING
CONTACT
JESSICA DEAL
JDEAL@ROBERTSCIVILENGINEERING.COM
ALMA, GA
TERESA'S ESTATES
COVER
EXISTING CONDITIONS AND DEMOLITION PLAN
24-01-17
4 OVERALL STAKING PLAN
GENERAL NOTES
301 SEA ISLAND RD, SUITE 10
ST. SIMONS ISLAND, GA 31522
912-638-9681
6001 CHATHAM CENTER DR, SUITE 150
SAVANNAH, GA 31405
912-298-7006
8442 W BEAVER STREET
JACKSONVILLE, FL 32218
904-741-0099
1043 E MONTAGUE AVE, SUITE 102
NORTH CHARLESTON, SC 29405
843-579-8729
100 SOUTH MAIN STREET
BAXLEY, GA 31513
912-638-9681
205 MAIN STREET, SUITE C
BLACKSHEAR, GA 31516
912-210-5784
24-01-17
24-01-17
24-01-17
4A-4B STAKING PLAN 24-01-17
5A-5B GRADING PLAN 24-01-17
6A-6B ROAD PROFILE
7A-7B DRAINAGE PLAN
8 DRAINAGE PROFILE
9A-9B UTILITY PLAN
10A-10B UTILITY PROFILE
D1- D4 CONSTRUCTION DETAILS
PROJECT END LOCATION
LAT.: 31°31'55.9"N
LONG.: 82°28'45.8"W
PROJECT START LOCATION
LAT.: 31°31'55.9"N
LONG.: 82°28'50.5"W
N
24-01-17
24-01-17
24-01-17
24-01-17
24-01-17
24-01-17
SC
AL
E:
N
TS
SHEET:
G
EN
ER
AL
N O
TE
S
GENERAL WATER NOTES:
1. PVC PIPE SHALL BE BLUE IN COLOR. PIPE 4" TO 12" SHALL CONFORM TO REQUIREMENTS OF AWWA C-900, DR
18 PRESSURE CLASS 235 PSI AND SHALL HAVE FOLLOWING MINIMUM WALL THICKNESS:
4" DIA - 0.267"
6" DIA - 0.383"
8" DIA - 0.503"
10" DIA - 0.617"
12" DIA - 0.733"
PIPE LESS THAN 4" IN DIAMETER SHALL CONFORM TO ASTM D-1784 AND D-2241 (SDR 21). PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI. PVC PIPE SHALL BEAR NATIONAL SANITATION FOUNDATION SEAL OF
APPROVAL.
2. FITTINGS FOR PVC SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI A-21.53 (AWWA C-153). FITTINGS SHALL BE CEMENT LINED IN ACCORDANCE WITH ANSI A-21,4 (AWWA C-104). FITTINGS LESS THAN 4" SHALL BE
PVC WITH RING TITE RUBBER JOINTS CONFORMING TO ASTM D-3139.
3. VALVES SHALL BE INSTALLED IN APPROVED UNDERGROUND VALVE BOXES OF DUCTILE IRON WITH A SUITABLE
CRUSHING STRENGTH FOR LOCATION INSTALLED.
4. MAINTAIN A 10' HORIZONTAL SEPARATION BETWEEN ANY EXISTING OR PROPOSED WATER MAIN AND
SANITARY SEWER, STORM SEWER, OR SEWER MANHOLE.
5. WHEN A 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED, WATER MAIN MAY BE LAID CLOSER TO SEWER PROVIDED THAT WATER MAIN IS LAID IN A SEPARATE TRENCH AT LEAST 18" ABOVE TOP OF SEWER.
6. WATER CROSSING A SEWER SHALL BE AT LEAST 18" ABOVE TOP OF SEWER. A FULL LENGTH (SECTION) OF WATER PIPE SHALL BE USED AT THESE CROSSINGS WITH ENDS OF WATER PIPE SECTION AS FAR AWAY FROM
SEWER AS POSSIBLE.
7. VERIFY SIZE AND LOCATION OF WATER SERVICES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO ORDERING MATERIALS.
8. IF UTILITY CONFLICT IS ENCOUNTERED IN FIELD, SEE UTILITY CONFLICT DETAIL.
GENERAL SEWER NOTES:
1. PVC PIPE SHALL BE POLYVINYL CHLORIDE PLASTIC (PVC) AND SHALL MEET REQUIREMENTS OF ASTM D 3034 SDR 26. DEPTHS LESS THAN 3' SHALL BE DUCTILE IRON PIPE. ASTM D 2321 MUST BE FOLLOWED FOR INSTALLATION OF PVC PIPE. RUBBER RINGS SHALL BE USED FOR CONTRACTION AND EXPANSION AT EACH JOINT. FITTINGS SHALL MEET SAME SPECIFICATION REQUIREMENTS AS PIPE. TESTS ON PVC PIPE SHALL BE DESIGNED TO PASS TESTS AT 73° F. PIPE STANDARD LENGTHS SHALL BE 12.5' (PLUS OR MINUS 1"). PIPE
SIZES AND DIMENSIONS SHALL BE AS SHOWN IN THE TABLE BELOW:
NOM SIZE: OUTSIDE DIA: MIN WALL THICKNESS:
4" 4.215" 0.162" 6" 6.275" 0.241" 8" 8.400" 0.323" 10" 10.500" 0.404" 12" 12.500" 0.481"
2. JOINTS FOR PVC PIPE - SHALL BE INTEGRAL WALL BELL AND SPIGOT WITH A RUBBER RING GASKET. THE
JOINTS SHALL CONFORM TO ASTM D 3212 AND GASKETS SHALL CONFORM TO ASTM F 477.
3. PRECAST CONCRETE MANHOLES - SHALL BE REINFORCED CONCRETE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 AND DETAILS SHOWN ON PLANS. JOINTS SHALL BE TONGUE AND GROOVE SEALED WITH FLEXIBLE GASKETS OR MASTIC SEALANT. GASKETS SHALL BE O-RING OR EQUIVALENT TO TYPE A OR B "TYLOX" CONFORMING TO ASTM C 443. MASTIC SHALL BE EQUIVALENT TO "RAM-NEK" WITH PRIMER. CONTACT SURFACES OF MANHOLE JOINT SHALL HAVE PRIMER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
4. FRAMES AND COVERS - SHALL BE EQUIVALENT OF NEENAH FOUNDRY CO. R-1668 TYPE "C" LID
5. MANHOLE STEPS - SHALL BE EQUIVALENT TO M.A. INDUSTRIES, TYPE PS-1 OF PS-2 OR IMCO REINFORCED PLASTICS, INC. MODEL FRP. STEPS SHALL BE INSTALLED AT MANHOLE FACTORY AND IN ACCORDANCE WITH
RECOMMENDATIONS OF STEP MANUFACTURER.
6. PIPE CONNECTIONS - SHALL HAVE FLEXIBLE WATERTIGHT JOINTS AT POINT OF ENTRY OF ANY SEWER MAIN INTO MANHOLE. JOINT SHALL BE WEDGED RUBBER SHAPE EQUIVALENT TO "PRESS WEDGE II," OR A RUBBER
SLEEVE EQUIVALENT TO "KOR-N-SEAL" OR 'LOCK JOINT."
7. #12 GAUGE SINGLE STRAND COPPER TRACING WIRE SHALL BE USED OVER ALL FORCE MAIN, SANITARY
SEWER, AND SERVICE LATERAL LINES.
8. SEWER EXCAVATIONS SHALL BE TO DESIRED DEPTHS SHOWN ON PLANS WITH ADHERENCE TO
OCCUPATIONAL AND SAFETY HEALTH ADMINISTRATION'S (OSHA) REGULATIONS. IN AREAS OF UNSUITABLE SOIL CONDITIONS, TRENCH MAY REQUIRE ADDITIONAL EXCAVATION AND BACKFILL WITH SAND, GRAVEL, OR
CONCRETE.
9. SEWER PIPES SHALL BE LAID UPGRADE WITH SPIGOTS POINTING DOWNGRADE. ASSEMBLY OF JOINTS SHALL COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. SEAL OPEN ENDS OF PIPES IF INSTALLATION IS INTERRUPTED. MANHOLE CONNECTIONS SHALL BE WATER TIGHT WITH USE OF FLEXIBLE WATER STOPS AND
RESILIENT CONNECTORS.
10. MANHOLES SHALL HAVE A NON-SHRINK GROUT CHANNEL IN BOTTOM THAT IS SMOOTH, ROUNDED, AND SHAPED TO FACILITATE GRAVITY SEWER FLOW TOWARDS OUTGOING PIPE. CHANNEL WIDTH SHALL MATCH PIPING SIZE. INVERT OF CHANNEL SHALL BE UNIFORMLY SLOPED BETWEEN INCOMING AND OUTGOING PIPES.
TOP OF BENCH SHALL MATCH TOP OF LARGEST PIPE. SLOPE TOP OF BENCH 1" PER FOOT TOWARDS
CHANNEL
11. MANHOLE TOP ELEVATIONS SHALL BE GREATER THAN OR EQUAL TO FIFTY (50) YEAR FLOOD ELEVATION, UNLESS WATERTIGHT COVERS ARE PROVIDED. OUTSIDE OF PAVED AREAS, MANHOLE TOP ELEVATION SHALL BE 1" ABOVE GROUND SURFACE IN DEVELOPED AREAS AND 6" ABOVE GROUND SURFACE IN UNDEVELOPED AREAS UNLESS SHOWN OTHERWISE ON PLANS. MANHOLES IN PAVED AREAS SHALL BE BUILT AS DESIGNATED
BY ENGINEER. NO LEAKS IN MANHOLES ARE ACCEPTABLE.
GENERAL NOTES:
1. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO APPLICABLE FEDERAL, STATE, AND LOCAL
LAWS.
2. PERMITS NECESSARY FOR CONSTRUCTION SHALL BE OBTAINED BY CONTRACTOR.
3. DEVIATIONS FROM PLANS ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE ENGINEER.
4. CONTRACTOR IS TO IMMEDIATELY CONTACT ENGINEER IF ANY UNFORESEEN CONDITIONS OR DISCREPANCIES
OCCUR.
5. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF UTILITIES ON SITE WITH APPROPRIATE PROVIDER (I.E., POWER, PHONE, CABLE, ETC.).
6. ENGINEER IS NOT RESPONSIBLE FOR PHYSICAL CONSTRUCTION OF SITE.
7. CONTRACTOR SHALL MAINTAIN A SAFE SITE AND MEET APPROPRIATE REGULATIONS CONCERNING SAFETY.
8. SURVEY DATA PROVIDED BY MARTIN SURVEYING AND MAPPING.
A. DATE OF SURVEY 08.29.2024
B. SURVEYOR PROJECT OR FILE NO. 24-185
9. EXISTING SURVEY INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
TO NOTIFY ENGINEER OF DISCREPANCIES IN FIELD OBSERVATIONS VERSUS SURVEY DATA.
10. CONTRACTOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION BY CALLING "CALL BEFORE YOU DIG" HOTLINE:
811.
11. ACCORDING TO FEMA FLOOD INSURANCE RATEMAPS 13005C0165C DATED 12.17.2010. SITE IS LOCATED IN 100
YEAR FLOODPLAIN IN ZONE X.
12. HORIZONTAL DATUM BASED ON GEORGIA STATE PLANE COORDINATE SYSTEM, EAST ZONE NAD83. VERTICAL
DATUM BASED ON NAVD88.
ADA NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO CURRENT ADA REQUIREMENTS.
2. EXTERIOR ACCESSIBLE ROUTE SHALL HAVE A MINIMUM WIDTH OF 3 FEET. IF ACCESSIBLE ROUTE CLEAR WIDTH IS LESS THAN 5 FEET, THEN 5'X5' PASSING SPACES SHALL BE PROVIDED EVERY 200' OR LESS.
INTERSECTING SIDEWALKS MEET THIS REQUIREMENT.
3. FINISHED SURFACE HEIGHT DIFFERENCE REQUIREMENTS SHALL MEET FOLLOWING:
A. 0 - 14" NO REQUIREMENTS.
B. 1
4"- 12" BEVEL WITH 1:2 SLOPE.
C. GREATER THAN 12" CONFORM TO RAMP REQUIREMENTS.
4. RAMPS SHALL MEET FOLLOWING CONSTRAINTS:
A. MAX SLOPE 1:12.
B. MAX RAMP RISE IS 30".
C. MAX RAMP LENGTH IS 30'.
D. MAX CROSS SLOPE IS 2.00%.
5. RAMP LANDINGS SHALL MEET FOLLOWING CONSTRAINTS:
A. A MINIMUM 5' LONG LEVEL LANDING AT LEAST AS WIDE AS RAMP SHALL BE PLACED AT TOP AND BOTTOM
OF RAMP.
B. LANDING SHALL BE MINIMUM 5'X5' WHERE RAMP CHANGES DIRECTION.
C. LANDINGS SHALL NOT EXCEED A 2.00% SLOPE.
6. HANDRAILS SHALL MEET FOLLOWING CONSTRAINTS:
A. IF RAMP RISE IS GREATER THAN 6", THEN HANDRAILS ARE REQUIRED ON BOTH SIDES OF RAMP.
B. MINIMUM OF 12" LONG HANDRAIL EXTENSIONS SHALL BE PROVIDED AT TOP AND BOTTOM OF LANDINGS.
PROJECT NOTES:
1. OWNER / DEVELOPER:
A. NAME: TYRONE JORDAN
B. CONTACT: TYRONE JORDAN
C. ADDRESS: 395 WILLIE ANDERSON ROAD NICHOLLS GEORGIA 31554
2. COUNTY NAME AND PARCEL / TAX MAP NUMBER(S): 033-317048
3. ZONING CLASSIFICATION: R-1A
4. DEVELOPMENT ORDINANCE (NAME): CITY OF ALMA, GA ZONNING ORDINANCE
A. FRONT SETBACK: 80' FROM STREET CENTERLINE
B. SIDE SETBACK: 15'
C. BUILDING HEIGHT (ALLOWABLE / PROPOSED): 35'
5. SITE COVERAGE:
A. TOTAL AREA: 38.40 ACRE
B. IMPERVIOUS: 2.33 ACRE
C. OPEN SPACE: 36.07 ACRE
6. DWELLINGS: 12 EXISTING & 48 PROPOSED
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No. 034205
PROFESSIONAL
No. 046602
PROFESSIONAL
NOT RELEASED
FOR
CONSTRUCTION
CH
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WATER & SEWER NOTES:
1. MINIMUM HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER LINES, SEWER LINES, AND STORM
DRAINS SHALL CONFORM TO LATEST GEORGIA EPD REQUIREMENTS.
2. A MINIMUM DISTANCE OF 20' OR TWO TIMES DEPTH OF MAIN, WHICHEVER IS GREATER, SHALL BE MAINTAINED FROM BUILDINGS, FOUNDATIONS, AND TOP OF BANK OF PONDS. DEVIATION FROM THIS REQUIREMENT MUST
BE APPROVED IN WRITING BY CITY OF ALMA.
3. PRESSURE AND LEAKAGE TESTING SHALL BE PERFORMED
4. DISINFECTION OF WATER MAINS SHALL BE PERFORMED
5. AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR SHALL NOTIFY UTILITIES PROTECTION CENTER (UPC) AT 1-800-282-7411 TO REQUEST UNDERGROUND UTILITY LOCATE SERVICE.
6. GRAVITY SEWERS SHALL BE LOW PRESSURE AIR TESTED
7. SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED
8. RECORD DRAWINGS MUST BE PROVIDED TO CITY OF ALMA FOR PUBLIC WATER AND SEWER LINES
GRADING & DRAINAGE NOTES:
1. STORM PIPES SHALL BE JOINED PER DOT SPECIFICATIONS.
2. PIPING SHALL BE INSTALLED IN NEW CONDITION.
3. A RIGHT-OF-WAY WORK PERMIT MAY BE REQUIRED BEFORE ANY WORK CAN BE DONE IN RIGHT-OF-WAY.
4. STORM DRAINAGE PIPING SHALL BE CONSTRUCTED PER GA DOT SPECS.
5. STORM DRAINAGE PIPING JOINTS SHALL BE WRAPPED IN FILTER FABRIC.
6. CONTRACTOR TO REQUEST CONFIRMATION OF LATEST PLAN REVISION DATE FROM ENGINEER IN WRITING
PRIOR TO ORDERING MATERIALS.
7. IT IS CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO ORDERING
MATERIALS.
8. ALL STORM INFRASTRUCTURE THAT EXTENDS TO THE PUBLIC RIGHT OF WAY INCLUDING PIPES AND
DRAINAGE STRUCTURES SHALL BE OF CONCRETE MATERIAL
9. ALL STORM INFRASTRUCTURE TO BE INSTALLED UNDER TRAFFIC RATED PAVEMENT SHALL BE CONCRETE, UNLESS OTHERWISE DIRECTED BY ENGINEER OF RECORD.
EARTHWORK AND PAVING:
1. UPPER 12 INCHES OF SUBGRADE BELOW PAVEMENT AND BUILDINGS SHALL BE SCARIFIED AND RECOMPACTED TO 100% STANDARD PROCTOR MAX DRY WEIGHT DENSITY WITH A MOISTURE CONTENT
WITHIN 2% OF OPTIMUM MOISTURE CONTENT.
2. CONTRACTOR TO PROVIDE TEST RESULTS OF SUBGRADE AND BASE COURSE COMPACTION TO ENGINEER INCLUDING VOLUME ESTIMATES OF ANY UNSUITABLE SOILS TO BE REMOVED AND REPLACED THAT WERE IDENTIFIED DURING COMPACTION OPERATIONS PER ITEM NO. 1 ABOVE , IF ANY. CONTRACTOR SHALL NOT
PROCEED WITH OVER-EXCAVATION AND REPLACEMENT OF UNSUITABLE SOILS WITHOUT WRITTEN
AUTHORIZATION FROM ENGINEER OR OWNER.
3. FOR APPROVED AREAS OF OVER-EXCAVATION AND REPLACEMENT, CONTRACTOR TO REMOVE IDENTIFIED
UNSUITABLE MATERIAL TO A DEPTH OF 3 FEET AND REPLACE WITH STRUCTURAL FILL.
4. IN AREAS WHERE STRUCTURAL FILL IS REQUIRED, FILL SHALL BE PLACED IN LIFTS OF 6 INCHES AND BE COMPACTED TO 100% STANDARD PROCTOR MAX DRY WEIGHT DENSITY. STRUCTURAL FILL SHALL CONSIST
OF GRANULAR SOIL CONTAINING LESS THAN 10% MATERIAL PASSING THE NO 200 SIEVE.
5. EXCAVATION AND FILL SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITIES.
6. PER THE GEOTECHNICAL REPORT FROM WHITAKER LABORATORY, INC. THE SITE SHALL E STRIPPED OF ALL UNSUITABLE ORGANIC MATERIALS. STRIPPING SHALL EXTEND A MINIMUM OF 5 FEET OUTSIDE THE PAVEMENT AREA. STRIPPING DEPTHS SHOULD BE ANTICIPATED TO EXTEND TO DEPTHS REACHING 0 TO 8 INCHES (OR
MORE) BELOW EXISTING GRADE ON SITE.
7. AFTER STRIPPING, THE EXPOSED SUBGRADE SOILS SHALL BE UNDERCUT TO A DEPTH OF 2 FEET BELOW THE BOTTOM OF PAVEMENT SECTION ELEVATION (BOTTOM OF STONE BASE). THESE UNDERCUT SOILS SHALL BE
RETAINED AND RE-USED AS BACKFILL/FILL.
8. ONCE UNDERCUT HAS BEEN COMPLETED, THE IN-SITU SUBGRADE SOILS WITHIN THE BOTTOM OF UNDERCUT EXCAVATION SHALL BE COMPACTED IN-PLACE TO 95% OF ASTM D1557 AND PROOFROLL INSPECTED. AREAS THAT ARE NOT COMPACTED AND/OR STABLE ENOUGH TO SUPPORT SUCCESSFUL COMPACTION EFFORTS ON BACKFILL SOIL, FURTHER UNDERCUTTING SHALL BE PERFORMED UNTIL A STABLE SOIL IS REACHED PRIOR TO
BACKFILL/FILL PLACEMENT.
9. STOCKPILED SOIL SHALL BE UNIFORMITY MIXED AND MOISTURE CONDITIONED PRIOR TO UTILIZING AS
BACKFILL/FILL.
10. BACKFILL AND FILL MATERIAL SHOULD BE PLACED IN MAXIMUM 8 TO 10-INCH THICK, LOOSE LIFT THICKNESSES WITH EACH LIFT COMPACTED BY APPROPRIATE COMPACTION EQUIPMENT TO A MINIMUM 95% DENSITY IN
ACCORDANCE WITH ASTM D-1557
11. GRADE ALL GROUND SURFACES TO PROMOTE POSITIVE DRAINAGE AWAY FROM STRUCTURAL AREAS AT ALL TIMES. A SMOOTH DRUM ROLLER SHOULD BE UTILIZED TO SEAL ALL EXPOSED SUBGRADE AT THE END OF
EACH DAY AND/OR PRIOR TO RAIN EVENTS.
12. SUBGRADE FOR LIGHT/HEAVY DUTY ROADWAYS/PARKING/DRIVE AISLES SHOULD CONSIST OF A MINIMUM OF 24-INCHES SEPARATION BETWEEN THE BOTTOM OF THE BASE COURSE MATERIAL AND THE SEASONAL HIGH GROUND WATER TABLE. UNDERCUTTING, RE-COMPACTING, AND/OR REPLACING OF EXISTING SURFACE SOILS WILL BE REQUIRED THAT ARE PROVEN TO BE A MINIMUM OF 24-INCHES THICK, 24-INCHES ABOVE THE
SEASONAL HIGH GROUND WATER TABLE, COMPACTED TO 95% OF ASTM D1557
sa ni ta ry s ew er to p
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i.e . o ut
.0 sa ni ta ry s ew er
9.
i.e . o ut
.3 sa ni ta ry s ew er to p
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i.e . o ut
.0
L1
L2
L3
L4
L5L6 L7
L8
L9
L10
L11
L12
L13
L14
L15
L16 L17
L18 L19 L20
L21 L22 L23
L24
L25 L26
L27 L28 L29
L30
L31
L32
L33
L34
L35
L36
L37L38
L39
L40
L41
L42
L43
L44
SEWER MH
RIM 190.54
IE E 182.44
IE W 182.24
IE N 182.35
SEWER MH
RIM 191.11
IE E 180.61
IE W 180.56
IE N 180.57
W W W W W
W
W W
WETLAND
WETLAND
193194
190190
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
APPROXIMATE LOCATION
OF EXISTING STREET
N1° 35' 59"E 1802.48'
N
° 0 0'
4"
E
6.
N1° 35' 38"E 1681.03'
N
° 2 8'
8"
E
6.
EXISTING WATER
EXISTING SEWER
EXISTING
EXISTING TOP
OF DITCH
EXISTING
EXISTING TOP
OF DITCH
ADD WATER METER
TO END OF LATERAL
185.24
(EST)
184.85
(EST)
185.18
(EST)
186.31
(EST)
185.83
(EST)
185.33
(EST)
185.03
(EST)185.21
(EST)
186.23
(EST)
186.73
(EST)
187.00
(EST)
187.73
(EST)
187.90
(EST)
187.98
(EST)
187.90
(EST)
186.44
(EST)
186.38
(EST)
LINE BEARING DISTANCE
L1 S 82°24'54" E 37.99' L2 N 56°39'17" E 61.74' L3 N 70°06'01" E 83.50' L4 N 83°13'57" E 55.24' L5 N 09°34'41" E 52.11' L6 N 08°34'18" W 66.42' L7 N 10°07'28" W 56.21' L8 N 24°08'44" W 47.02' L9 S 04°11'36" W 78.84' L10 S 30°46'40" E 63.43' L11 S 27°37'16" E 63.82' L12 S 16°07'22" E 74.54' L13 S 55°44'30" E 73.26' L14 S 41°17'06" E 54.35' L15 S 24°27'09" E 61.39' L16 S 11°30'29" E 60.70' L17 S 07°37'40" W 85.96' L18 S 27°58'15" W 78.21' L19 S 06°48'36" E 43.09' L20 S 14°26'42" W 24.13' L21 N 35°18'06" W 30.47' L22 S 09°50'31" E 88.34' L23 S 43°54'03" W 74.08' L24 S 66°26'46" W 90.41' L25 S 37°16'56" W 97.83' L26 S 15°19'20" E 89.69' L27 S 01°32'28" E 114.15' L28 S 07°11'29" E 100.57' L29 S 29°41'14" W 44.42' L30 S 02°52'44" W 77.65' L31 S 81°00'37" E 67.77' L32 S 27°42'03" E 76.26' L33 S 32°52'56" E 63.73' L34 N 32°16'20" E 79.92' L35 N 09°41'03" W 79.36' L36 N 14°29'21" W 87.73' L37 N 15°45'41" W 80.00' L38 N 39°57'22" E 70.13' L39 N 34°04'34" E 35.00' L40 N 56°00'58" E 69.57' L41 N 01°35'24" E 1032.24' L42 S 89°00'34" W 253.01' L43 S 89°00'34" W 184.54' L44 S 01°35'55" W 276.16'
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GRAPHIC SCALE
1" = 100'
200'0' 100'
N
LEGEND
EXISTING WETLAND
EXISTING WATER MAIN
PROPERTY BOUNDARY
EXISTING SEWER LINE
W W W
SS SS
EXISTING CONTOUR7
No. 034205
PROFESSIONAL
No. 046602
PROFESSIONAL
NOT RELEASED
FOR
CONSTRUCTION
EXISTING ASPHALT PAVEMENT
EXISTING SEWER MANHOLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING SEWER CLEANOUT
185.21
(EST)
ESTIMATED EXISTING
DITCH BOTTOM SPOT ELEVATION
EXISTING TOP
OF DITCH
sa ni ta ry s ew er to p
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i.e . o ut
.0
SEWER MH
RIM 190.54
IE E 182.44
IE W 182.24
IE N 182.35
SEWER MH
RIM 191.11
IE E 180.61
IE W 180.56
IE N 180.57
W W W W W
W
W W
D
S
S
S
S
S
S
S
S
S
S
S
S
WWWWWWWWWWW
W
W W
W W
W W W
W
W
W
W W W W W W W
W
R O
W
.0
0' W
ID
TH
25' ACCESS
EASEMENT
'WETLAND
WETLAND
D
W W
W W W W
W
15.00'
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
APPROXIMATE LOCATION
OF EXISTING STREET
N1° 35' 59"E 1802.48'
N
° 0 0'
4"
E
6.
N1° 35' 38"E 1681.03'
S89° 35' 41"W 60.04'
N
° 2 8'
8"
E
6.
FFE: 190.77 FFE: 192.35 FFE: 193.43
FFE: 191.08 FFE: 191.66 FFE: 192.79
FFE: 190.07FFE: 190.32FFE: 190.85
FFE: 190.58 FFE: 191.21 FFE: 190.40 FFE: 189.45
FFE: 190.34 FFE: 191.30
FFE: 191.58 FFE: 190.61 FFE: 191.79 FFE: 192.39
185.24
(EST)
184.85
(EST)
185.18
(EST)
186.31
(EST)
185.83
(EST)
185.33
(EST)
185.03
(EST)185.21
(EST)
186.23
(EST)
186.73
(EST)
187.00
(EST)
187.73
(EST)
187.90
(EST)
187.98
(EST)
187.90
(EST)
186.44
(EST)
186.38
(EST)
D
D
LOT 1
24,548 SF
0.56 AC
LOT 2
17,762 SF
0.40 AC
LOT 3
17,732 SF
0.40 AC
LOT 4
17,701 SF
0.40 AC
LOT 5
17,501 SF
0.40 AC
LOT 6
16,579 SF
0.38 AC
LOT 7
15,486 SF
0.35 AC
LOT 8
15,001 SF
0.34 AC
LOT 9
15,001 SF
0.34 AC
LOT 10
15,001 SF
0.34 AC
LOT 11
15,001 SF
0.34 AC
LOT 12
15,001 SF
0.34 AC
LOT 13
15,001 SF
0.34 AC
LOT 14
55,651 SF
1.27 AC (TOTAL)
0.74 AC (UPLANDS)
LOT 15
22,754 SF
0.52 AC
LOT 16
15,000 SF
0.34 AC
LOT 21
15,003 SF
0.34 AC
LOT 20
15,561 SF
0.35 AC
LOT 22
15,075 SF
0.34 AC
LOT 23
15,094 SF
0.34 AC
LOT 24
15,024 SF
0.34 AC
LOT 25
15,760 SF
0.36 AC
LOT 26
17,218 SF
0.39 AC
LOT 27
31022 SF
0.39 AC
LOT 28
24,177 SF
0.55 AC
LOT 29
23,243 SF
0.53 AC
LOT 30
17,337 SF
0.76 AC
LOT 31
33,897 SF
0.77 AC (TOTAL)
0.66 AC (UPLANDS)
LOT 32
50,055 SF
1.14 AC (TOTAL)
0.72 AC (UPLANDS)
LOT 33
38,121 SF
0.87 AC (TOTAL)
0.61 AC (UPLANDS)
LOT 35
39,521 SF
0.90 AC (TOTAL)
0.36 AC (UPLANDS)
LOT 36
44,966 SF
1.03 AC (TOTAL)
0.43 AC (UPLANDS)
LOT 37
31,709 SF
0.57AC (TOTAL)
0.43 AC (UPLANDS)
LOT 38
27,371 SF
0.62 AC (TOTAL)
0.39 AC (UPLANDS)
LOT 39
26,397 SF
0.60 AC (TOTAL)
0.48 AC (UPLANDS)
LOT 40
27,363 SF
0.62 AC (TOTAL)
0.51 AC (UPLANDS)
LOT 41
34,495 SF
0.79 AC (TOTAL)
0.40 AC (UPLANDS)
LOT 42
68,701 SF
1.57 AC (TOTAL)
0.43 AC (UPLANDS)
LOT 43
32,936 SF
0.75 AC (TOTAL)
0.71 AC (UPLANDS)
LOT 44
67,599 SF
1.55 AC (TOTAL)
0.87 AC (UPLANDS)
LOT 17
15,000 SF
0.34 AC
LOT 18
15,000 SF
0.34 AC
LOT 19
15,000 SF
0.34 AC
LOT 45
21,438 SF
0.49 AC
LOT 46
15,244 SF
0.34 AC
LOT 47
16,708 SF
0.38 AC LOT 48
24,720 SF
0.57 AC
LOT 34
39,196 SF
0.89 AC (TOTAL)
0.54 AC (UPLANDS)
BP: 0+00.00
EP: 41+77.11
PI: 33+04.02
PI: 34+98.45
PI: 35+37.33 PI: 40+63.36
PC: 29+23.31
PC: 27+33.08
PC: 24+50.10
PC: 19+21.21
PC: 16+91.04
PC: 9+62.67 PC: 7+27.92
PC: 31+30.60
PT: 30+10.47
PT: 28+58.80
PT: 25+43.09
PT: 21+69.56
PT: 17+83.61
PT: 10+73.92
PT: 8+42.90
PT: 32+65.26
Mid: 29+66.89
Mid: 27+95.94
Mid: 24+96.59
Mid: 20+45.39
Mid: 17+37.33
Mid: 10+18.29
Mid: 7+85.41
Mid: 31+97.93
SHEET:
Know what's below.
before you dig.Call
R
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GRAPHIC SCALE
1" = 100'
200'0' 100'
N
No. 034205
PROFESSIONAL
No. 046602
PROFESSIONAL
NOT RELEASED
FOR
CONSTRUCTION
CH
EC
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D
BY
JD
DR
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N B
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LEGEND
EXISTING WETLAND
EXISTING WATER MAIN
EXISTING SEWER LINE
W W W
SS SS
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPERTY BOUNDARY
SETBACK LINE
PROPOSED WATER MAIN
PROPOSED SEWER LINE
W W W
SS SS
EXISTING SEWER MANHOLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED STORM PIPE
PROPOSED SEWER MANHOLE
PROPOSED STORM DRAIN
PROPOSED STORM MANHOLE
SD
D
PROPOSED STORM FES
EXISTING TOP OF DITCH
PROPOSED WATER METER
PROPOSED SEWER CLEANOUT
PROPOSED FIRE HYDRANT
S8 8°
4'
2"
E
1.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S35° 2 1' 44"E
344.07'
S0° 59' 26"E
184.58'
S8 8°
4'
1"
E
5.
N33° 45' 03"E 251.17'
N69° 12' 00"E
292.92'
N
° 2 5'
5"
E
8.
N
° 4 7'
7"
E
1.
S8 8°
4'
1"
E
4.
S7 7°
6'
4"
E
3.
S7 7°
6'
4"
E
6.
S8 8°
4'
1"
E
4.
S8 8°
4'
1"
E
5.
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
9.
S8 8°
4'
1"
E
2.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
N1° 33' 54"E 100.10'
N1° 38' 05"E 99.90'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 444.15'
N
° 0 0'
4"
E
0.
N
° 0 0'
4"
E
8.
N
° 0 0'
4"
E
6.
S1° 35' 24"W 194.08'
S1° 35' 24"W 159.93'
S1° 35' 24"W 120.51'
S1° 35' 24"W 127.53'
S1° 35' 24"W 142.01'
S1° 35' 24"W 115.56'
S1° 35' 24"W 91.41'
S1° 35' 24"W 100.00'
S1° 35' 24"W 100.00'
N4° 58' 20"W 31.09'
C31C30N1° 35' 57"E 64.51'
C29
C28
N37° 36' 57"E
87.63'
N37° 36' 57"E
102.35'
C27
C26N6° 47' 09"W 6.40'
N6° 47' 09"W 100.00'
N6° 47' 09"W 100.00'
N6° 47' 09"W 74.13'
C25
C24
C
C22
S54° 38' 16"W
131.29'
S54° 38' 16"W
6.32'
C5
S1° 35' 57"W 61.55'
S1° 35' 57"W 100.00'
S1° 35' 57"W 100.00'
S1° 35' 57"W 100.00'
S1° 35' 57"W 100.00'
S1° 35' 57"W 100.00'
S1° 35' 57"W 55.58'
C4 C3 S4° 58' 20"E
30.18'
N4° 58' 20"W 54.37'
C14C15N1° 35' 57"E 55.58'
N1° 35' 57"E 8.93'C16
C17
N37° 36' 57"E
189.99'
C18 C19
N6° 47' 09"W 83.04'
N6° 47' 09"W 101.08'
N6° 47' 09"W 96.42'
C2
S54° 38' 16"W
137.60'
C6 S1° 35' 57"W
61.55' S1° 35' 57"W
100.00' S1° 35' 57"W
100.00' S1° 35' 57"W
100.00' S1° 35' 57"W
100.00' S1° 35' 57"W
100.00' S1° 35' 57"W
55.58' C7 C8
S4° 58' 20"E
37.09'
S8 8°
4'
1"
E
0.
S8
8°
4'
1" E
.8
0'
S1° 35' 57"W161.87' S1° 35' 57"W100.00' S1° 35' 57"W100.00' S1° 35' 57"W246.04' S1° 35' 57"W207.92' S1° 35' 57"W100.00' S1° 35' 57"W100.00' S1° 35' 57"W100.00' S1° 35' 57"W100.00'
C21
S8 8°
4'
2"
E
1.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S35° 2 1' 44"E
344.07'
S0° 59' 26"E
184.58'
S8 8°
4'
1"
E
5.
N33° 45' 03"E 251.17'
N69° 12' 00"E
292.92'
N
° 2 5'
5"
E
8.
N
° 4 7'
7"
E
1.
S8 8°
4'
1"
E
4.
S7 7°
6'
4"
E
3.
S7 7°
6'
4"
E
6.
S8 8°
4'
1"
E
4.
S8 8°
4'
1"
E
5.
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
9.
S8 8°
4'
1"
E
2.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
N1° 33' 54"E 100.10'
N1° 38' 05"E 99.90'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 444.15'
N
° 0 0'
4"
E
0.
N
° 0 0'
4"
E
8.
N
° 0 0'
4"
E
6.
S1° 35' 24"W 194.08'
S1° 35' 24"W 159.93'
S1° 35' 24"W 120.51'
S1° 35' 24"W 127.53'
S1° 35' 24"W 142.01'
S1° 35' 24"W 115.56'
S1° 35' 24"W 91.41'
S1° 35' 24"W 100.00'
S1° 35' 24"W 100.00'
N4° 58' 20"W 31.09'
C31C30N1° 35' 57"E 64.51'
C29
C28
N37° 36' 57"E
87.63'
N37° 36' 57"E
102.35'
C27
C26N6° 47' 09"W 6.40'
N6° 47' 09"W 100.00'
N6° 47' 09"W 100.00'
N6° 47' 09"W 74.13'
C25
C24
C
C22
S54° 38' 16"W
131.29'
S54° 38' 16"W
6.32'
C5
S1° 35' 57"W 61.55'
S1° 35' 57"W 100.00'
S1° 35' 57"W 100.00'
S1° 35' 57"W 100.00'
S1° 35' 57"W 100.00'
S1° 35' 57"W 100.00'
S1° 35' 57"W 55.58'
C4 C3 S4° 58' 20"E
30.18'
N4° 58' 20"W 54.37'
C14C15N1° 35' 57"E 55.58'
N1° 35' 57"E 8.93'C16
C17
N37° 36' 57"E
189.99'
C18 C19
N6° 47' 09"W 83.04'
N6° 47' 09"W 101.08'
N6° 47' 09"W 96.42'
C2
S54° 38' 16"W
137.60'
C6 S1° 35' 57"W
61.55' S1° 35' 57"W
100.00' S1° 35' 57"W
100.00' S1° 35' 57"W
100.00' S1° 35' 57"W
100.00' S1° 35' 57"W
100.00' S1° 35' 57"W
55.58' C7 C8
S4° 58' 20"E
37.09'
S8 8°
4'
1"
E
0.
S8
8°
4'
1" E
.8
0'
S1° 35' 57"W161.87' S1° 35' 57"W100.00' S1° 35' 57"W100.00' S1° 35' 57"W246.04' S1° 35' 57"W207.92' S1° 35' 57"W100.00' S1° 35' 57"W100.00' S1° 35' 57"W100.00' S1° 35' 57"W100.00'
C21
W W W
W
S
S
S
S
S
S
S
S
WWWWWWWWWWWWWWWWWWWWW
W
W
W W
W
W
W
W W
W W
W W
W W W
W
W
W
W
W
W
W
W
W W W W W W W
W
W
W
W
R O
W
.0
0' W
ID
TH
25' ACCESS
EASEMENT
'80
WETLAND
WETLAND
24" ROLL CURB & GUTTER (TYP.)
(SEE DETAILS ON SHEET D3)
15.00'
+0
+0
+0
+0
+0
+0
+0
+0
18+00
19+00
20+00
21+00
+0
0 23 +0
0 24 +0
+0
+0
+0
+0
+0
+0
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
N1° 35' 59"E 1802.48'
N
° 0 0'
4"
E
6.
N1° 35' 38"E 1681.03'
D
D
L=87.17, R=760.00
CB=S1°41'11"E
C= 87.12 D=6.57
L=125.72, R=200.00
CB=S19°36'27"W
C= 123.66 D=36.02
L=92.99, R=120.00
CB=S15°24'54"W
C= 90.68 D=44.40
L=248.35, R=120.00
CB=S66°04'27"E
C= 206.34 D=118.58
L=92.57, R=100.00
CB=N28°07'07"E
C= 89.30 D=53.04
L=111.25, R=970.00
CB=N1°41'11"W
C= 111.19 D=6.57
S4° 58' 19.70"E 120.12'
S1° 35' 57.16"W 64.51'
S37° 36' 56.58"W 189.99'
S6° 47' 09.14"E 280.54'
N54° 38' 16.07"E 137.60'
N1° 35' 57.16"E 617.13'
LOT 7
15,486 SF
0.35 AC
LOT 8
15,001 SF
0.34 AC
LOT 9
15,001 SF
0.34 AC
LOT 10
15,001 SF
0.34 AC
LOT 11
15,001 SF
0.34 ACLOT 12
15,001 SF
0.34 AC
LOT 13
15,001 SF
0.34 AC
LOT 14
55,651 SF
1.27 AC (TOTAL)
0.74 AC (UPLANDS)
LOT 15
22,754 SF
0.52 AC
LOT 16
15,000 SF
0.34 AC
LOT 21
15,003 SF
0.34 AC
LOT 20
15,561 SF
0.35 AC
LOT 22
15,075 SF
0.34 AC
LOT 35
39,521 SF
0.90 AC (TOTAL)
0.36 AC (UPLANDS)
LOT 36
44,966 SF
1.03 AC (TOTAL)
0.43 AC (UPLANDS)
LOT 37
31,709 SF
0.57AC (TOTAL)
0.43 AC (UPLANDS)
LOT 38
27,371 SF
0.62 AC (TOTAL)
0.39 AC (UPLANDS)
LOT 39
26,397 SF
0.60 AC (TOTAL)
0.48 AC (UPLANDS)
LOT 40
27,363 SF
0.62 AC (TOTAL)
0.51 AC (UPLANDS)
LOT 41
34,495 SF
0.79 AC (TOTAL)
0.40 AC (UPLANDS)
LOT 42
68,701 SF
1.57 AC (TOTAL)
0.43 AC (UPLANDS)
LOT 43
32,936 SF
0.75 AC (TOTAL)
0.71 AC (UPLANDS)
LOT 44
67,599 SF
1.55 AC (TOTAL)
0.87 AC (UPLANDS)
LOT 17
15,000 SF
0.34 AC
LOT 18
15,000 SF
0.34 AC
LOT 19
15,000 SF
0.34 AC
LOT 45
21,438 SF
0.49 AC
LOT 46
15,244 SF
0.34 AC
LOT 47
16,708 SF
0.38 AC
LOT 48
24,720 SF
0.57 AC
LOT 34
39,196 SF
0.89 AC (TOTAL)
0.54 AC (UPLANDS)
PC: 29+23.31
PC: 27+33.08
PC: 24+50.10
PC: 19+21.21
PC: 16+91.04
PC: 9+62.67
PT: 30+10.47
PT: 28+58.80
PT: 25+43.09
PT: 21+69.56
PT: 17+83.61
PT: 10+73.92
Mid: 29+66.89
Mid: 27+95.94
Mid: 24+96.59
Mid: 20+45.39
Mid: 17+37.33
Mid: 10+18.29
LOT LINE CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
100.56
11.07
70.26
44.44
120.34
64.80
44.44
63.37
17.97
100.16
3.79
100.13
34.86
46.16
44.45
93.63
50.95
51.85
17.90
171.87
RADIUS
1001.55
1146.36
1000.00
1000.00
130.00
70.00
940.00
940.00
1151.09
1062.98
33.08
1210.00
1210.00
790.00
790.00
230.00
230.00
90.00
90.00
90.00
DELTA
5.75
0.55
4.03
2.55
53.04
53.04
2.71
3.86
0.89
5.40
6.57
4.74
1.65
3.35
3.22
23.32
12.69
33.01
11.40
109.42
CHORD DIRECTION
S1° 27' 17"E
S4° 40' 31"E
S2° 57' 34"E
S0° 19' 34"W
S28° 07' 07"W
S28° 07' 07"W
S0° 14' 42"W
S3° 02' 27"E
S4° 30' 20"E
S1° 17' 26"E
N1° 30' 34"E
N0° 57' 03"W
N4° 08' 49"W
N3° 17' 54"W
N0° 00' 45"W
N13° 15' 42"E
N31° 16' 12"E
N21° 06' 47"E
N1° 05' 16"W
N61° 29' 36"W
CHORD LENGTH
100.52
11.07
70.24
44.43
116.09
62.51
44.43
63.36
17.97
100.13
3.79
100.10
34.86
46.15
44.44
92.99
50.84
51.13
17.87
146.92
LOT LINE CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
100.56
11.07
70.26
44.44
120.34
64.80
44.44
63.37
17.97
100.16
3.79
100.13
34.86
46.16
44.45
93.63
50.95
51.85
17.90
171.87
RADIUS
1001.55
1146.36
1000.00
1000.00
130.00
70.00
940.00
940.00
1151.09
1062.98
33.08
1210.00
1210.00
790.00
790.00
230.00
230.00
90.00
90.00
90.00
DELTA
5.75
0.55
4.03
2.55
53.04
53.04
2.71
3.86
0.89
5.40
6.57
4.74
1.65
3.35
3.22
23.32
12.69
33.01
11.40
109.42
CHORD DIRECTION
S1° 27' 17"E
S4° 40' 31"E
S2° 57' 34"E
S0° 19' 34"W
S28° 07' 07"W
S28° 07' 07"W
S0° 14' 42"W
S3° 02' 27"E
S4° 30' 20"E
S1° 17' 26"E
N1° 30' 34"E
N0° 57' 03"W
N4° 08' 49"W
N3° 17' 54"W
N0° 00' 45"W
N13° 15' 42"E
N31° 16' 12"E
N21° 06' 47"E
N1° 05' 16"W
N61° 29' 36"W
CHORD LENGTH
100.52
11.07
70.24
44.43
116.09
62.51
44.43
63.36
17.97
100.13
3.79
100.10
34.86
46.15
44.44
92.99
50.84
51.13
17.87
146.92
LOT LINE CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LENGTH
73.60
100.00
110.97
25.87
93.60
22.65
85.74
21.12
14.43
69.30
11.62
134.04
RADIUS
150.00
150.00
150.00
150.00
150.00
150.00
170.00
170.00
730.00
730.00
1270.07
1270.00
DELTA
28.11
38.20
42.39
9.88
35.75
8.65
28.90
7.12
1.13
5.44
0.52
6.05
CHORD DIRECTION
S68° 41' 39"W
N78° 09' 03"W
N37° 51' 34"W
N11° 43' 34"W
N11° 05' 24"E
N33° 17' 26"E
N23° 10' 00"E
N5° 09' 30"E
N1° 01' 59"E
N2° 15' 09"W
N4° 42' 36"W
N1° 25' 28"W
CHORD LENGTH
72.86
98.16
108.45
25.83
92.09
22.62
84.84
21.11
14.43
69.27
11.62
133.98
LOT LINE CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LENGTH
73.60
100.00
110.97
25.87
93.60
22.65
85.74
21.12
14.43
69.30
11.62
134.04
RADIUS
150.00
150.00
150.00
150.00
150.00
150.00
170.00
170.00
730.00
730.00
1270.07
1270.00
DELTA
28.11
38.20
42.39
9.88
35.75
8.65
28.90
7.12
1.13
5.44
0.52
6.05
CHORD DIRECTION
S68° 41' 39"W
N78° 09' 03"W
N37° 51' 34"W
N11° 43' 34"W
N11° 05' 24"E
N33° 17' 26"E
N23° 10' 00"E
N5° 09' 30"E
N1° 01' 59"E
N2° 15' 09"W
N4° 42' 36"W
N1° 25' 28"W
CHORD LENGTH
72.86
98.16
108.45
25.83
92.09
22.62
84.84
21.11
14.43
69.27
11.62
133.98
SHEET:
Know what's below.
before you dig.Call
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GRAPHIC SCALE
1" = 50'
100'0' 50'
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No. 034205
PROFESSIONAL
No. 046602
PROFESSIONAL
NOT RELEASED
FOR
CONSTRUCTION
ST
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IN
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4A
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BY
JD
DR
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PR
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F O
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C /O
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C R
AC
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LEGEND
EXISTING WETLAND
EXISTING WATER MAIN
EXISTING SEWER LINE
W W W
SS SS
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPERTY BOUNDARY
SETBACK LINE
PROPOSED WATER MAIN
PROPOSED SEWER LINE
W W W
SS SS
EXISTING SEWER MANHOLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED STORM PIPE
PROPOSED SEWER MANHOLE
PROPOSED STORM DRAIN
PROPOSED STORM MANHOLE
SD
D
PROPOSED STORM FES
M
AT
C H
LI
N
E
SH
EE
T
4A
M
AT
C H
LI
N
E
SH
EE
T
4B
PHASE LINE
PROPOSED WATER METER
PROPOSED SEWER CLEANOUT
PROPOSED FIRE HYDRANT
EXISTING TOP
OF DITCH
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
6.
S8 8°
4'
1"
E
1.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
5.
' S8 8°
4'
1"
E
4.
S8 8°
4'
1"
E
3.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
7.
S8 7°
0'
5"
E
2.
S8 8°
4'
1"
E
2.
S8
8°
6'
1" E
7.
N1° 35' 59"E 158.33'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
S1° 38' 14"W 100.00'
S1° 35' 40"W 135.00'
S1° 35' 38"W 195.00'
S1° 35' 38"W 100.00'
N1° 26' 05"E 100.00'
N1° 25' 25"E 195.00'
N
° 2 4'
1"
W
4.
N1° 35' 59"E 1.21'
C33 C32
N4° 58' 20"W 89.04'
S4° 58' 20"E
30.18'
S4° 58' 20"E
89.59'
C2 C1 S1° 24' 03"W
99.62' S1° 26' 48"W
100.00' S1° 25' 26"W
100.00' S1° 25' 59"W
117.52'
N1° 25' 58"E 120.53'
N1° 25' 25"E 135.00'
N
° 2 4'
1"
W
2.
N
° 2
4'
1" W
.4
4'
N1° 35' 59"E 61.21'
C11C12 C13
N4° 58' 20"W 65.75'
N4° 58' 20"W
S4° 58' 20"E
37.09'
S4° 58' 20"E
82.67'
C9 C10 S1° 25' 28"W
98.30' S1° 25' 24"W
101.81' S1° 25' 46"W
199.90'
N1° 25' 50"E 160.32'N1° 25' 24"E 100.00'N1° 35' 59"E 35.00'
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
6.
S8 8°
4'
1"
E
1.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
5.
' S8 8°
4'
1"
E
4.
S8 8°
4'
1"
E
3.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
0.
S8 8°
4'
1"
E
7.
S8 8°
4'
1"
E
7.
S8 7°
0'
5"
E
2.
S8 8°
4'
1"
E
2.
S8
8°
6'
1" E
7.
N1° 35' 59"E 158.33'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
N1° 35' 59"E 100.00'
S1° 38' 14"W 100.00'
S1° 35' 40"W 135.00'
S1° 35' 38"W 195.00'
S1° 35' 38"W 100.00'
N1° 26' 05"E 100.00'
N1° 25' 25"E 195.00'
N
° 2 4'
1"
W
4.
N1° 35' 59"E 1.21'
C33 C32
N4° 58' 20"W 89.04'
S4° 58' 20"E
30.18'
S4° 58' 20"E
89.59'
C2 C1 S1° 24' 03"W
99.62' S1° 26' 48"W
100.00' S1° 25' 26"W
100.00' S1° 25' 59"W
117.52'
N1° 25' 58"E 120.53'
N1° 25' 25"E 135.00'
N
° 2 4'
1"
W
2.
N
° 2
4'
1" W
.4
4'
N1° 35' 59"E 61.21'
C11C12 C13
N4° 58' 20"W 65.75'
N4° 58' 20"W
S4° 58' 20"E
37.09'
S4° 58' 20"E
82.67'
C9 C10 S1° 25' 28"W
98.30' S1° 25' 24"W
101.81' S1° 25' 46"W
199.90'
N1° 25' 50"E 160.32'N1° 25' 24"E 100.00'N1° 35' 59"E 35.00'
W
W
W
SEWER MH
RIM 190.54
IE E 182.44
IE W 182.24
IE N 182.35
SEWER MH
RIM 191.11
IE E 180.61
IE W 180.56
IE N 180.57
S1° 25' 26"W 123.14'
S8 9°
8'
2"
W
9.
N1° 34' 48"E 130.30'
N1° 36' 02"E 141.67'
N
° 4 1'
4"
E
2.
S1° 25' 25"W 182.49'
N
° 2 4'
1"
W
2.
N1° 25' 25"E 100.00'
N
° 3 6'
0"
E
6.
N
° 2 4'
1"
W
2.
N1° 25' 25"E 139.69'
N
° 3 4'
5"
E
6.
S1° 25' 25"W 179.48'
S8 8°
4'
1"
E
3.
S8 8°
4'
1"
E
5.
S8 8°
6'
4"
E
2.
S8 8°
4'
1"
E
2.
S2° 39' 09"W 99.12'
S0° 13' 01"W
100.93'
S1° 16' 12"W 100.00'
S1° 34' 04"W 106.53'
S1° 25' 25"W 100.00'
S1° 25' 25"W 108.80'
N
° 2 4'
1"
W
2.
S1° 25' 25"W 115.33'
N
° 2 4'
1"
W
2.
S1° 25' 25"W 121.26'
S8 8°
4'
1"
E
8.
S1° 25' 25"W 100.00'
S1° 25' 25"W 100.00'
S1° 35' 24"W 100.00'
S1° 35' 24"W 100.00'
S1° 35' 24"W 99.90'
S1° 34' 40"W 100.10'
W W W W W W W W W W W W W
W W
W W W W W
D
S
S
S
S
W
WW
W W W W W W
D
W W
W W
W
24" ROLL CURB & GUTTER (TYP.)
(SEE DETAILS ON SHEET D3)
W W W W W W W W W
WW
41+77
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
+0
0 32 +0
+0
34+00
+0
+0
+0
+0
+0
+0
+0
PROPERTY BOUNDARY
APPROXIMATE LOCATION OF
EXISTING STREET
S89° 35' 41"W 60.04'
N
° 2 8'
8"
E
6.
185.24
(EST)
184.85
(EST)
185.18
(EST)
186.31
(EST)
185.83
(EST)
185.33
(EST)
185.03
(EST)
185.21
(EST)
186.23
(EST)
186.73
(EST)
187.00
(EST)
187.73
(EST)
187.90
(EST)
187.98
(EST)
187.90
(EST)
186.44
(EST)
186.38
(EST)
L=134.66, R=1240.02
CB=S1°51'40"E
C= 134.60 D=6.22
L=114.98, R=1030.00
CB=N1°46'27"W
C= 114.92 D=6.40
N4° 58' 19.70"W 119.77'
N1° 25' 25.61"E 727.92'
LOT 1
24,548 SF
0.56 AC
LOT 2
17,762 SF
0.40 AC
LOT 3
17,732 SF
0.40 AC
LOT 4
17,701 SF
0.40 AC
LOT 5
17,501 SF
0.40 AC
LOT 6
16,579 SF
0.38 AC
LOT 23
15,094 SF
0.34 AC
LOT 24
15,024 SF
0.34 AC
LOT 25
15,760 SF
0.36 AC
LOT 26
17,218 SF
0.39 AC
LOT 27
31022 SF
0.39 AC
LOT 28
24,177 SF
0.55 AC
LOT 29
23,243 SF
0.53 AC
LOT 30
17,337 SF
0.76 AC
LOT 31
33,897 SF
0.77 AC (TOTAL)
0.66 AC (UPLANDS)
LOT 32
50,055 SF
1.14 AC (TOTAL)
0.72 AC (UPLANDS)
LOT 33
38,121 SF
0.87 AC (TOTAL)
0.61 AC (UPLANDS)
BP: 0+00.00
EP: 41+77.11
PI: 33+04.02
PI: 34+98.45
PI: 35+37.33 PI: 40+63.36
PC: 7+27.92
PC: 31+30.60
PT: 8+42.90
PT: 32+65.26
Mid: 7+85.41
Mid: 31+97.93
LOT LINE CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
100.56
11.07
70.26
44.44
120.34
64.80
44.44
63.37
17.97
100.16
3.79
100.13
34.86
46.16
44.45
93.63
50.95
51.85
17.90
171.87
RADIUS
1001.55
1146.36
1000.00
1000.00
130.00
70.00
940.00
940.00
1151.09
1062.98
33.08
1210.00
1210.00
790.00
790.00
230.00
230.00
90.00
90.00
90.00
DELTA
5.75
0.55
4.03
2.55
53.04
53.04
2.71
3.86
0.89
5.40
6.57
4.74
1.65
3.35
3.22
23.32
12.69
33.01
11.40
109.42
CHORD DIRECTION
S1° 27' 17"E
S4° 40' 31"E
S2° 57' 34"E
S0° 19' 34"W
S28° 07' 07"W
S28° 07' 07"W
S0° 14' 42"W
S3° 02' 27"E
S4° 30' 20"E
S1° 17' 26"E
N1° 30' 34"E
N0° 57' 03"W
N4° 08' 49"W
N3° 17' 54"W
N0° 00' 45"W
N13° 15' 42"E
N31° 16' 12"E
N21° 06' 47"E
N1° 05' 16"W
N61° 29' 36"W
CHORD LENGTH
100.52
11.07
70.24
44.43
116.09
62.51
44.43
63.36
17.97
100.13
3.79
100.10
34.86
46.15
44.44
92.99
50.84
51.13
17.87
146.92
LOT LINE CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
100.56
11.07
70.26
44.44
120.34
64.80
44.44
63.37
17.97
100.16
3.79
100.13
34.86
46.16
44.45
93.63
50.95
51.85
17.90
171.87
RADIUS
1001.55
1146.36
1000.00
1000.00
130.00
70.00
940.00
940.00
1151.09
1062.98
33.08
1210.00
1210.00
790.00
790.00
230.00
230.00
90.00
90.00
90.00
DELTA
5.75
0.55
4.03
2.55
53.04
53.04
2.71
3.86
0.89
5.40
6.57
4.74
1.65
3.35
3.22
23.32
12.69
33.01
11.40
109.42
CHORD DIRECTION
S1° 27' 17"E
S4° 40' 31"E
S2° 57' 34"E
S0° 19' 34"W
S28° 07' 07"W
S28° 07' 07"W
S0° 14' 42"W
S3° 02' 27"E
S4° 30' 20"E
S1° 17' 26"E
N1° 30' 34"E
N0° 57' 03"W
N4° 08' 49"W
N3° 17' 54"W
N0° 00' 45"W
N13° 15' 42"E
N31° 16' 12"E
N21° 06' 47"E
N1° 05' 16"W
N61° 29' 36"W
CHORD LENGTH
100.52
11.07
70.24
44.43
116.09
62.51
44.43
63.36
17.97
100.13
3.79
100.10
34.86
46.15
44.44
92.99
50.84
51.13
17.87
146.92
LOT LINE CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LENGTH
73.60
100.00
110.97
25.87
93.60
22.65
85.74
21.12
14.43
69.30
11.62
134.04
RADIUS
150.00
150.00
150.00
150.00
150.00
150.00
170.00
170.00
730.00
730.00
1270.07
1270.00
DELTA
28.11
38.20
42.39
9.88
35.75
8.65
28.90
7.12
1.13
5.44
0.52
6.05
CHORD DIRECTION
S68° 41' 39"W
N78° 09' 03"W
N37° 51' 34"W
N11° 43' 34"W
N11° 05' 24"E
N33° 17' 26"E
N23° 10' 00"E
N5° 09' 30"E
N1° 01' 59"E
N2° 15' 09"W
N4° 42' 36"W
N1° 25' 28"W
CHORD LENGTH
72.86
98.16
108.45
25.83
92.09
22.62
84.84
21.11
14.43
69.27
11.62
133.98
LOT LINE CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LENGTH
73.60
100.00
110.97
25.87
93.60
22.65
85.74
21.12
14.43
69.30
11.62
134.04
RADIUS
150.00
150.00
150.00
150.00
150.00
150.00
170.00
170.00
730.00
730.00
1270.07
1270.00
DELTA
28.11
38.20
42.39
9.88
35.75
8.65
28.90
7.12
1.13
5.44
0.52
6.05
CHORD DIRECTION
S68° 41' 39"W
N78° 09' 03"W
N37° 51' 34"W
N11° 43' 34"W
N11° 05' 24"E
N33° 17' 26"E
N23° 10' 00"E
N5° 09' 30"E
N1° 01' 59"E
N2° 15' 09"W
N4° 42' 36"W
N1° 25' 28"W
CHORD LENGTH
72.86
98.16
108.45
25.83
92.09
22.62
84.84
21.11
14.43
69.27
11.62
133.98
SHEET:
Know what's below.
before you dig.Call
R
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GRAPHIC SCALE
1" = 50'
100'0' 50'
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No. 034205
PROFESSIONAL
No. 046602
PROFESSIONAL
NOT RELEASED
FOR
CONSTRUCTION
CH
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D
BY
JD
DR
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F O
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C
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F
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C /O
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C R
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PROPERTY BOUNDARY
PROPERTY BOUNDARY
WETLAND
LEGEND
EXISTING WETLAND
EXISTING WATER MAIN
EXISTING SEWER LINE
W W W
SS SS
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPERTY BOUNDARY
SETBACK LINE
PROPOSED WATER MAIN
PROPOSED SEWER LINE
W W W
SS SS
EXISTING SEWER MANHOLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED STORM PIPE
PROPOSED SEWER MANHOLE
PROPOSED STORM DRAIN
PROPOSED STORM MANHOLE
SD
D
PROPOSED STORM FES
M
AT
C H
LI
N
E
SH
EE
T
4A
M
AT
C H
LI
N
E
SH
EE
T
4B
PHASE LINE
EXISTING TOP OF DITCH LINE
PROPOSED WATER METER
L1
L2
L3
L4
L5L6 L7
L8
L9
L10
L11
L12
L13
L14
L15
L16 L17
L18 L19 L20
L21 L22 L23
L24
L25 L26
L27
L38
L39
L40
L41
L42
L43
L44
7.5
7.6
7.9 8.0
7.7 8.1
9.0 8.7
8.1
8.1
7.6
7.6
7.9
7.9
WETLAND
WETLAND
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
N1° 35' 59"E 1802.48'
N
° 0 0'
4"
E
6.
N1° 35' 38"E 1681.03'
S
S
S
S
S
S
S
S
WWWWWWWWWWWWWWWWWWWWW
W
W
W W
W
W
W
W W
W W
W W
W W W
W
W
W
W
W
W
W
W
W W W W W W W
W
W
W
W
194194
193194
194 191
193 19
+0
+0
+0
+0
+0
+0
+0
+0
18+00
19+00
20+00
21+00
22+00
+0
24+00
+0
+0
+0
+0
+0
+0
D
D
PROPERTY BOUNDARY
PROPERTY BOUNDARY
-0.25%
-1 .2
3%
-1 .5
3%
-1 .2
4%
-0 .8
5%
-2 .0
5%
-1 .2
2% -3
.3 7%
-3 .2
0%
-1 .7
2%
-1 .3
0%
-1 .1
7%
-0 .7
2%
-1 .7
2% -1.73%
-0.49%
-1.99%
-0 .2
6%
-1 .9
7%
-0 .2
5%
-2 .0
0%
-0 .4
8% -2
.0 0%
-0 .3
8%
-2 .3
5%
-0 .3
8% -1
.9 7%
-1 .5
8% -3
.4 0%
-2 .2
9% -2
.0 0%
-2 .0
2% -2
.0 0%
-2 .0
5%
-1 .2
9%
-1 .1
0%
-2 .6
4% -2 .8
0% -2 .6
9%
-0 .2
5%
-0 .4
2% -0 .3
9%
-0 .4
2%
-0 .4
5%
-0.25% -0.82%-0.25% -0.82% -1.12% -1.12%
-0 .9
9% -1
.0 2%
-8 .8
7%
-2 5.
7:
-1 0.
-10.07%
-1 3.
-1 1.
9:
-1 9.
6:
-1 .1
9%
-2 .1
3%
-2 .3
4%
-2 .5
4%
-2 .3
4%
-1 .9
5%
-3 .1
5% -2 .2
8%
-1 .6
0%
-2 .1
7%
-2 .5
3%
-2 .3
3%
-2 .1
2%
-1.08%
-1 .3
1%
-1 .4
9% -1 .1
1%
-3 .40
% -3 .6
4%
-2 .9
4%
-1 .91
-1 .3
9%
-1 .6
4%
-1 .3
0%
-1 .2
5%
-1 .3
2%
-1.57%
-1.39%
-1.27%
-1 .4
8%
F.P.: 193.00 F.P.: 193.00 F.P.: 192.00F.P.: 193.80F.P.: 194.50F.P.: 195.00F.P.: 195.50F.P.: 195.80
F.P.: 197.20
F.P.: 197.00
F.P.: 196.70
F.P.: 196.50
F.P.: 197.00
F.P.: 197.50 F.P.: 197.20
F.P.: 196.50
F.P.: 195.50
F.P.: 194.50 F.P.: 194.00
F.P.: 196.40
F.P.: 195.50 F.P.: 195.00 F.P.: 194.50 F.P.: 194.50 F.P.: 194.50 F.P.: 193.80 F.P.: 193.00
F.P.: 196.60
F.P.: 197.20
F.P.: 197.40
F.P.: 196.90
-3 .7
4%
-4 .9
4% -4 .7
1%
-4 .3
4%
-1 1.
2:
-2 2.
8:
-31.3:1
-0.25% -0.25%
-0 .9
9%
-2 .4
0%
-2.40%
-0.47%
-0.60%0.58%
-0.50%
-0.83%
-0.60%
-0.60%
0.50%
-0.83%
-0 .3
1%
-1 .2
3%
-1 .0
2%
-0 .2
5%
-0 .5
1%
190.81
193.95 TD
192.95 BD
193.95 TD
193.35 TD
192.38 BD
193.38 TD
194.20 TD
193.20 BD
194.20 TD
192.56 TD
191.56 BD
192.55 TD
191.43 TD
190.43 BD
191.43 TD
190.31 TD
189.31 BD
190.31 TD
189.19 TD
188.19 BD
189.19 TD
194.99
191.44 ME
193.62 TD
193.15 TD
192.08 ME
191.39 ME
192.00 ME
191.48 ME
191.24 ME
191.86 ME
191.11 ME
190.35 ME
189.99 ME
193.62 TD
195.70
193.93
195.82
195.83 195.58
195.83 195.58
190.31
190.32 190.07
190.32 190.07
190.92191.52
191.53 191.28
191.53 191.28
192.12
192.13 191.88
192.13 191.88
192.72
192.73 192.48
192.73 192.48
193.32
193.33 193.08
193.33 193.08
194.53
194.54 194.29
194.54 194.29
195.13
195.73
195.74 195.49
195.74 195.49
196.23
195.84
195.42 LP
191.36
191.36 191.11
191.36 191.11192.18
193.01
193.84
195.50
196.32
196.32 196.33 196.08
194.74 194.13
193.53
192.93 192.33
193.20
196.55
196.23
196.74
196.46
196.11
191.85
196.12
196.62
196.70
196.03
195.04
193.48 192.61
191.76
191.13191.73192.33192.93194.74 194.13 193.53
196.51
192.38
191.11
190.93 190.68
190.93 190.68
195.14 194.89
195.14 194.89
196.24 195.99
196.24 195.99
195.85 195.60
195.85 195.60
195.43 195.18
195.43 195.18
196.33 196.08
196.33 196.08
196.33 196.08
195.51 195.26
195.51 195.26
194.67
194.68 194.43
194.68
194.43 193.85
193.60
193.85 193.60
193.02 192.77
193.02 192.77
192.19 191.94
192.19 191.94193.94
193.94 193.69
193.94 193.69
196.52 HP
191.73
196.23 HP
196.24 TC
195.99 HP
196.24 TC
195.99 HP
196.53 TC
196.28 HP
196.53 TC
196.28 HP
192.62 BD
192.15 BD
193.15 TD
194.66 TD
193.66 BD
194.66 TD
192.01 TD
192.01 BD
192.01 TD
192.66 BD 193.26
193.03 BD
193.39 193.64
193.76
193.53 BD
194.00
196.38
191.75 HP192.75 HP192.75 HP193.55 HP194.25 HP
194.75 HP
195.25 HP
196.75 HP
196.45 HP
196.25 HP
196.75 HP
196.95 HP
196.25 HP
195.25 HP
194.25 HP 193.75 HP
192.75 HP
193.55 HP 192.75 HP
193.14 BD
193.14 BD
193.51 TD
193.51 TD
194.01 TD
194.01 TD
194.25 HP
196.36
194.25 HP
-6 .3
:1
194.25 HP
194.75 HP195.25 HP
LOT 7
15,485.60 SF
0.35 AC
LOT 8
15,000.75 SF
0.34 AC
LOT 9
15,000.98 SF
0.34 AC
LOT 10
15,000.86 SF
0.34 AC
LOT 11
15,000.75 SF
0.34 ACLOT 12
15,000.65 SF
0.34 AC
LOT 13
15,000.55 SF
0.34 AC
LOT 14
55,650.98 SF
1.27 AC (TOTAL)
0.74 AC (UPLANDS)
LOT 15
22,754.38 SF
0.52 AC
LOT 16
15,000 SF
0.34 AC
LOT 21
15,002.95 SF
0.34 AC
LOT 20
15,560.92 SF
0.35 AC
LOT 22
15,074.75 SF
0.34 AC
LOT 35
39,520.46 SF
0.90 AC (TOTAL)
0.36 AC (UPLANDS)
LOT 36
44,966.16 SF
1.03 AC (TOTAL)
0.43 AC (UPLANDS)
LOT 37
31,709.03 SF
0.57AC (TOTAL)
0.43 AC (UPLANDS)
LOT 38
27,371.29 SF
0.62 AC (TOTAL)
0.39 AC (UPLANDS)
LOT 39
26,396.47 SF
0.60 AC (TOTAL)
0.48 AC (UPLANDS)
LOT 40
27,363.15 SF
0.62 AC (TOTAL)
0.51 AC (UPLANDS)
LOT 41
34,494.50 SF
0.79 AC (TOTAL)
0.40 AC (UPLANDS)
LOT 42
68,701.37 SF
1.57 AC (TOTAL)
0.43 AC (UPLANDS)
LOT 43
32,936.03 SF
0.75 AC (TOTAL)
0.71 AC (UPLANDS)
LOT 44
67,598.48 SF
1.55 AC (TOTAL)
0.87 AC (UPLANDS)
LOT 17
15,000 SF
0.34 AC
LOT 18
15,000 SF
0.34 AC
LOT 19
15,000 SF
0.34 AC
LOT 45
21,437.89 SF
0.49 AC
LOT 46
15,244.33 SF
0.34 AC
LOT 47
16,707.64 SF
0.38 AC
LOT 48
24,719.85 SF
0.56 AC
LOT 34
39,195.52 SF
0.89 AC (TOTAL)
0.54 AC (UPLANDS)
LOT LINE CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
100.56
11.07
70.26
44.44
120.34
64.80
44.44
63.37
17.97
100.16
3.79
100.13
34.86
46.16
44.45
93.63
50.95
51.85
17.90
171.87
RADIUS
1001.55
1146.36
1000.00
1000.00
130.00
70.00
940.00
940.00
1151.09
1062.98
33.08
1210.00
1210.00
790.00
790.00
230.00
230.00
90.00
90.00
90.00
DELTA
5.75
0.55
4.03
2.55
53.04
53.04
2.71
3.86
0.89
5.40
6.57
4.74
1.65
3.35
3.22
23.32
12.69
33.01
11.40
109.42
CHORD DIRECTION
S1° 27' 17"E
S4° 40' 31"E
S2° 57' 34"E
S0° 19' 34"W
S28° 07' 07"W
S28° 07' 07"W
S0° 14' 42"W
S3° 02' 27"E
S4° 30' 20"E
S1° 17' 26"E
N1° 30' 34"E
N0° 57' 03"W
N4° 08' 49"W
N3° 17' 54"W
N0° 00' 45"W
N13° 15' 42"E
N31° 16' 12"E
N21° 06' 47"E
N1° 05' 16"W
N61° 29' 36"W
CHORD LENGTH
100.52
11.07
70.24
44.43
116.09
62.51
44.43
63.36
17.97
100.13
3.79
100.10
34.86
46.15
44.44
92.99
50.84
51.13
17.87
146.92
LOT LINE CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
100.56
11.07
70.26
44.44
120.34
64.80
44.44
63.37
17.97
100.16
3.79
100.13
34.86
46.16
44.45
93.63
50.95
51.85
17.90
171.87
RADIUS
1001.55
1146.36
1000.00
1000.00
130.00
70.00
940.00
940.00
1151.09
1062.98
33.08
1210.00
1210.00
790.00
790.00
230.00
230.00
90.00
90.00
90.00
DELTA
5.75
0.55
4.03
2.55
53.04
53.04
2.71
3.86
0.89
5.40
6.57
4.74
1.65
3.35
3.22
23.32
12.69
33.01
11.40
109.42
CHORD DIRECTION
S1° 27' 17"E
S4° 40' 31"E
S2° 57' 34"E
S0° 19' 34"W
S28° 07' 07"W
S28° 07' 07"W
S0° 14' 42"W
S3° 02' 27"E
S4° 30' 20"E
S1° 17' 26"E
N1° 30' 34"E
N0° 57' 03"W
N4° 08' 49"W
N3° 17' 54"W
N0° 00' 45"W
N13° 15' 42"E
N31° 16' 12"E
N21° 06' 47"E
N1° 05' 16"W
N61° 29' 36"W
CHORD LENGTH
100.52
11.07
70.24
44.43
116.09
62.51
44.43
63.36
17.97
100.13
3.79
100.10
34.86
46.15
44.44
92.99
50.84
51.13
17.87
146.92
LOT LINE CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
100.56
11.07
70.26
44.44
120.34
64.80
44.44
63.37
17.97
100.16
3.79
100.13
34.86
46.16
44.45
93.63
50.95
51.85
17.90
171.87
RADIUS
1001.55
1146.36
1000.00
1000.00
130.00
70.00
940.00
940.00
1151.09
1062.98
33.08
1210.00
1210.00
790.00
790.00
230.00
230.00
90.00
90.00
90.00
DELTA
5.75
0.55
4.03
2.55
53.04
53.04
2.71
3.86
0.89
5.40
6.57
4.74
1.65
3.35
3.22
23.32
12.69
33.01
11.40
109.42
CHORD DIRECTION
S1° 27' 17"E
S4° 40' 31"E
S2° 57' 34"E
S0° 19' 34"W
S28° 07' 07"W
S28° 07' 07"W
S0° 14' 42"W
S3° 02' 27"E
S4° 30' 20"E
S1° 17' 26"E
N1° 30' 34"E
N0° 57' 03"W
N4° 08' 49"W
N3° 17' 54"W
N0° 00' 45"W
N13° 15' 42"E
N31° 16' 12"E
N21° 06' 47"E
N1° 05' 16"W
N61° 29' 36"W
CHORD LENGTH
100.52
11.07
70.24
44.43
116.09
62.51
44.43
63.36
17.97
100.13
3.79
100.10
34.86
46.15
44.44
92.99
50.84
51.13
17.87
146.92
LOT LINE CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
100.56
11.07
70.26
44.44
120.34
64.80
44.44
63.37
17.97
100.16
3.79
100.13
34.86
46.16
44.45
93.63
50.95
51.85
17.90
171.87
RADIUS
1001.55
1146.36
1000.00
1000.00
130.00
70.00
940.00
940.00
1151.09
1062.98
33.08
1210.00
1210.00
790.00
790.00
230.00
230.00
90.00
90.00
90.00
DELTA
5.75
0.55
4.03
2.55
53.04
53.04
2.71
3.86
0.89
5.40
6.57
4.74
1.65
3.35
3.22
23.32
12.69
33.01
11.40
109.42
CHORD DIRECTION
S1° 27' 17"E
S4° 40' 31"E
S2° 57' 34"E
S0° 19' 34"W
S28° 07' 07"W
S28° 07' 07"W
S0° 14' 42"W
S3° 02' 27"E
S4° 30' 20"E
S1° 17' 26"E
N1° 30' 34"E
N0° 57' 03"W
N4° 08' 49"W
N3° 17' 54"W
N0° 00' 45"W
N13° 15' 42"E
N31° 16' 12"E
N21° 06' 47"E
N1° 05' 16"W
N61° 29' 36"W
CHORD LENGTH
100.52
11.07
70.24
44.43
116.09
62.51
44.43
63.36
17.97
100.13
3.79
100.10
34.86
46.15
44.44
92.99
50.84
51.13
17.87
146.92
LOT LINE CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LENGTH
73.60
100.00
110.97
25.87
93.60
22.65
85.74
21.12
14.43
69.30
11.62
134.04
RADIUS
150.00
150.00
150.00
150.00
150.00
150.00
170.00
170.00
730.00
730.00
1270.07
1270.00
DELTA
28.11
38.20
42.39
9.88
35.75
8.65
28.90
7.12
1.13
5.44
0.52
6.05
CHORD DIRECTION
S68° 41' 39"W
N78° 09' 03"W
N37° 51' 34"W
N11° 43' 34"W
N11° 05' 24"E
N33° 17' 26"E
N23° 10' 00"E
N5° 09' 30"E
N1° 01' 59"E
N2° 15' 09"W
N4° 42' 36"W
N1° 25' 28"W
CHORD LENGTH
72.86
98.16
108.45
25.83
92.09
22.62
84.84
21.11
14.43
69.27
11.62
133.98
LOT LINE CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LENGTH
73.60
100.00
110.97
25.87
93.60
22.65
85.74
21.12
14.43
69.30
11.62
134.04
RADIUS
150.00
150.00
150.00
150.00
150.00
150.00
170.00
170.00
730.00
730.00
1270.07
1270.00
DELTA
28.11
38.20
42.39
9.88
35.75
8.65
28.90
7.12
1.13
5.44
0.52
6.05
CHORD DIRECTION
S68° 41' 39"W
N78° 09' 03"W
N37° 51' 34"W
N11° 43' 34"W
N11° 05' 24"E
N33° 17' 26"E
N23° 10' 00"E
N5° 09' 30"E
N1° 01' 59"E
N2° 15' 09"W
N4° 42' 36"W
N1° 25' 28"W
CHORD LENGTH
72.86
98.16
108.45
25.83
92.09
22.62
84.84
21.11
14.43
69.27
11.62
133.98
LOT LINE CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LENGTH
73.60
100.00
110.97
25.87
93.60
22.65
85.74
21.12
14.43
69.30
11.62
134.04
RADIUS
150.00
150.00
150.00
150.00
150.00
150.00
170.00
170.00
730.00
730.00
1270.07
1270.00
DELTA
28.11
38.20
42.39
9.88
35.75
8.65
28.90
7.12
1.13
5.44
0.52
6.05
CHORD DIRECTION
S68° 41' 39"W
N78° 09' 03"W
N37° 51' 34"W
N11° 43' 34"W
N11° 05' 24"E
N33° 17' 26"E
N23° 10' 00"E
N5° 09' 30"E
N1° 01' 59"E
N2° 15' 09"W
N4° 42' 36"W
N1° 25' 28"W
CHORD LENGTH
72.86
98.16
108.45
25.83
92.09
22.62
84.84
21.11
14.43
69.27
11.62
133.98
LOT LINE CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LENGTH
73.60
100.00
110.97
25.87
93.60
22.65
85.74
21.12
14.43
69.30
11.62
134.04
RADIUS
150.00
150.00
150.00
150.00
150.00
150.00
170.00
170.00
730.00
730.00
1270.07
1270.00
DELTA
2…
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