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ETRIS ROAD
HARDS
CRAB
BLE
ROAD
CR
AB
APPLE R
OA
DPROJECT SITE
200 400
SCALE IN FEET
0 100
MILES
DATE
CITY OF ROSWELLTRANSPORTATION DEPARTMENT
REVISIONS
0.24
0.00
0.24
PLAN AND PROFILE OF PROPOSED
NET LENGTH OF EXCEPTIONS
GROSS LENGTH OF PROJECT
NET LENGTH OF ROADWAY
NET LENGTH OF BRIDGES
NET LENGTH OF PROJECT
0.00
0.24
LENGTH OF PROJECT
PREPARED BY:
FROM ETRIS ROAD TO CRABAPPLE ROADPHASE 1 - HARDSCRABBLE ROAD SIDEWALK
LOCATION SKETCH
COUNTY No.
CHIEF ENGINEER
DESIGN
SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.
OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO
SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT
FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE
INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON
THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY
Project No.
01-
770-594-6420
ROSWELL, GA 30075
38 HILL STREET, SUITE 235
DEPARTMENT OF TRANSPORTATION
CITY OF ROSWELL
SPEED LIMIT: 40 MPH
OF 1988.
AMERICAN VERTICAL DATUM (NAVD)
1983)/94 WEST ZONE, AND THE NORTH
COORDINATE SYSTEM OF 1984 (NAD
USING THE HORIZONTAL GEORGIA
THIS PROJECT HAS BEEN PREPARED
SCHOOL ZONE SPEED LIMIT: 25 MPH
PLANS COMPLETED 10-5-2018
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
CURVE 1
100+00
105+
00
110+
00
L.L.
1284
L.L.
1283
AP
PR
OX.
LA
ND
LO
T
LI
NE
E 2236734.65
N 1481993.76
STA 100+16.61
HARDSCRABBLE ROAD
BEGIN PROJECT
E 2237656.361
N 1482821.871
STA 112+55.70
HARDSCRABBLE ROAD
END PROJECT
0001
TS
AT
E
O GFE
O
RG
IA
1776
C
ONSTITUTIO
N
JUSTICE OM DER
ATIONDOM
WIS
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_01-001.dgn
GRWCOV
CONCOV
P.I. No.
DRAWING No.
SA
L
OCIN .J YRO
G
ER
G
N
PROFESSIONAL
T
GIN
E
G
EG
R
OE
SI
R
EER
ER
D
IE
G
A
NO. 035687
DESCRIPTIONDESCRIPTION
INDEX
02-0001
DRAWING NO. DRAWING NO.
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_02-001.dgn
Design File and Plot Substitution information
4:49:18 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
9102 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON TWO-LANE HIGHWAY (3-06)
9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, MISCELLANEOUS DETAILS (3-06)
9032B CONCRETE CURB & GUTTER, CONCRETE CURBS, CONCRETE MEDIANS (11-11)
GEORGIA CONSTRUCTION STANDARDS
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
T-11A DETAILS OF PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROADWAY (9-16)
T-05A DETAILS OF REGULATORY SIGNS, SHEET 1 OF 2 (1-03)
T-03A TYPE 7,8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL (7-02)
T-01 DETAILS OF SIGN PLATES (1-00)
D-24C TEMPORARY SILT FENCE, J-HOOK, INLET SEDIMENT TRAPS - SHEET 3 OF 4 (1-11)
D-24A TEMPORARY SILT FENCE - SHEET 1 OF 4 (1-11)
REQUIREMENTS (6-09)
A-4 DETECTABLE WARNING SURFACE, TRUNCATED DOME SIZE, SPACING & ALIGNMENT
A-3 CONCRETE SIDEWALK DETAILS, CURB CUT (WHEELCHAIR) RAMPS (9-16)
AT DRIVE (7-11)
A-2 CONCRETE VALLEY GUTTER AT STREET INTERSECTION, 6" OR 8" VALLEY GUTTER
A-1 DRIVEWAYS WITH TAPERED ENTRANCES, CONCRETE VALLEY GUTTERS (7-11)
GEORGIA CONSTRUCTION DETAILS
54-0001 TO 54-0003 BMP LOCATION DETAILS
52-0001 TO 52-0007 EROSION CONTROL LEGEND AND UNIFORM CODES
38-0001 SPECIAL CONSTRUCTION DETAILS
26-0001 TO 26-0003 SIGNING AND MARKING PLANS
24-0001 TO 24-0003 UTILITY PLANS
23-0001 TO 23-0011 CROSS SECTIONS
18-0001 SPECIAL GRADING
17-0001 DRIVEWAY PROFILE
13-0001 TO 13-0003 MAINLINE PLAN
06-0001 SUMMARY OF QUANTITIES
05-0001 TYPICAL SECTIONS
04-0001 GENERAL NOTES
03-0001 REVISION SUMMARY
02-0001 INDEX
01-0001 COVER
REVISION
REVISION SUMMARY
03-0001
DRAWING NO.DATE DATE DRAWING NO. REVISION
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_03-001.dgn
Design File and Plot Substitution information
4:49:20 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
3. ALL TRAFFIC CONTROL MUST FOLLOW MUTCD PART 6 "TEMPORARY TRAFFIC CONTROL."
2. ALL CONSTRUCTION WILL BE ACCOMPLISHED UNDER TRAFFIC UNLESS SPECIFIED OTHERWISE.
6. THE CONTRACTOR SHALL DISPOSE OF ALL GUARDRAIL, WOOD STRAIN POLES, AND SIGNS ONCE THEY HAVE BEEN REMOVED. BURIAL OF THESE
ITEMS WILL NOT BE ALLOWED WITHIN THE PROJECT LIMITS.
OR AS DIRECTED BY THE ENGINEER.
5. ALL EXISTING WATER, SANITARY SEWER PIPE AND OTHER UTILITIES SHALL BE RETAINED UNLESS OTHERWISE NOTED ON PLANS
7. PAYMENT FOR ALL REMOVALS SHALL BE INCLUDED IN THE OVERALL BID PRICE FOR GRADING COMPLETE.
DURING CONSTRUCTION.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY RESULTING BROKEN WATER, SANITARY SEWER PIPE OR OTHER UTILITIES
GRADED AGGREGATE BASE, 6"
CONCRETE -
DRIVEWAY EASEMENTS NOT SHOWN ON THE PLANS SHALL BE ACQUIRED. DRIVES SHALL BE CONSTRUCTED USING:
ENGINEER PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED. REQUIRED
DRIVES SHALL BE 24 FEET WIDE UNLESS NOTED OTHERWISE IN THE PLANS. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE
THE PLANS. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT UNLESS NOTED OTHERWISE IN THE PLANS. COMMERCIAL
CONTRACTOR SHALL CONSTRUCT NEW DRIVEWAYS TO MATCH THE ACTUAL FIELD LOCATION OF EXISTING DRIVEWAYS OR AS LOCATED IN
AND AGGREGATE SURFACE COURSE FOR DIRT DRIVES. DRIVEWAY RELOCATIONS ARE SHOWN FROM THE BEST AVAILABLE DATA. THE
8. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE PLACED IN KIND, I.E. ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE,
WARNING TILE.
9. WARNING SURFACES FOR RAMPS SHALL BE FEDERAL STANDARD 595 COLOR FS 20109 (DARK RED IN COLOR), CAST-IN-PLACE DETECTABLE
1. A NOTICE OF INTENT IS NOT REQUIRED FOR THIS PROJECT.
ASPHALT - 1.5" ASPH CONC 9.5mm SUPERPAVE (165 LB/SY)
STANDARD SIGNS GENERAL NOTES
1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID FOR THE SPECIFIC ITEM.
2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,(MUTCD), LATEST EDITION,
AND ANY APPLICABLE CITY OF ROSWELL STANDARDS.
3. ALL INSTALLATION MATERIALS AND METHODS SHALL COMPLY WITH THE CURRENT GEORGIA DEPARTMENT OF TRANSPORTATION STANDARDS AND
SPECIFICATIONS AND/OR SPECIAL PROVISIONS.
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.
5. ALL SIGNS SHALL HAVE TYPE 11 RETROREFLECTIVE SHEETING EXCEPT SCHOOL RELATED SIGNS, WITH THEIR REQUIRED PLAQUES AND
ADVISORY NAME BLADES, WHICH SHALL HAVE FLUORESCENT YELLOW/GREEN COLOR AND TYPE 11 SHEETING.
OR EXCEED ASTM D 4956 SPECIFICATIONS FOR RETROREFLECTIVITY. SIGN COLORS SHALL BE MATCHED VISUALLY AND BE WITHIN THE
COLOR TOLERANCE LIMITS SHOWN ON THE APPROPRIATE HIGHWAY COLOR TOLERANCE CHARTS ISSUED BY THE FHWA UTILIZING THE
INSTRUCTIONS THEREON.
RESIDENTIAL DRIVEWAY CONCRETE, 6" THICK
COMMERCIAL DRIVEWAY CONCRETE, 8" THICK
OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.
6. TYPE 9 ( VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL STANDARD HIGHWAY SIGNS REQUIRING
REFLECTORIZED BACKGROUNDS EXCEPT AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS.EITHER CLASS I
R1-3P, R5-1, R5-1A, R5-1B).
7. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL RED SERIES SIGNS (R1-1, R1-2,
8. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING SHALL BE USED FOR SCHOOL ZONE
(S1-1, S2-1, S3-1, S4-3, AND THE TOP PORTION OF THE S5-1) SIGNS, BICYCLE CROSSING (W11-1) SIGNS,
AND PEDESTRIAN CROSSING (W11-2 AND W11A-2) SIGNS. SIGNS WITHIN THE SAME ASSEMBLY AS THE SCHOOL ZONE,
SIGNS SPECIFICALLY LISTED ABOVE AND ALL REGULATORY SIGNS PLACED AS PART OF THE SCHOOL ZONE SIGNING
SHALL HAVE TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING BACKGROUNDS OF THE APPROPRIATE COLOR.
9. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL BE USED FOR ALL WARNING SIGNS.
10.ALL SIGNS SHALL BE ON 5052-H38 FLAT ALUMINUM ALLOY (0.080 GAUGE THICKNESS) WITH ROUNDED CORNERS.ALL SIGNS SHALL MEET
UTILITIES GENERAL NOTES
CONTRARY TO THESE PLANS.
CLEANING AND REPLACEMENT OF EXISTING SIGNS SHOULD THESE SIGNS NEED CLEANING, REPAIR OR REPLACEMENT DURING CONSTRUCTION.
14. ALL SIGNS SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED ON PLANS.
2. ALL WATER VALVES, WATER METER BOXES AND SEWER MANHOLES SHALL BE ADJUSTED TO THE PROPOSED GRADE.
BY THE CONTRACTOR BEFORE CONSTRUCTION.
1. A FIELD VERIFICATION OF HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING WATER AND SEWER LINES SHALL BE PERFORMED
STANDARD SIGNS GENERAL NOTES (CONT’D)
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL SIGNS/POSTS/PAVEMENT MARKINGS THAT ARE DUPLICATED OR
13. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF EXISTING TRAFFIC CONTROL SIGNS THROUGHOUT CONSTRUCTION. THIS INCLUDES
11. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE
WITHIN THE LIMITATIONS OF THE MUTCD, CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR WITHOUT
PRIOR APPROVAL FROM CITY OF ROSWELL DEPARTMENT OF TRANSPORTATION.
GENERAL NOTES
TOTAL PROJECT AREA = 0.87 ACRES
10. TOTAL DISTURBED AREA = 0.45 ACRES
UTILITY OWNER SERVICE CONTACT NUMBERS SHEET NUMBERS
AT&T COMMUNICATIONS
AGL RESOURCES NATURAL GAS
COBB EMC ELECTRICITY
COMCAST COMMUNICATIONS 24-001 to 24-003
CHARTER COMMUNICATION COMMUNICATIONS 24-001 to 24-003
FULTON COUNTY WATER & SEWER 24-001 to 24-003
GEORGIA POWER ELECTRICITY 24-001 to 24-003
JOE ORDWAY (706) 701-6078
ABUL HOWLADER (404) 612-7537
NATHAN SUTTON (678) 898-0455
24-001 to 24-003
24-001 to 24-003
24-001 to 24-003
JIMMY PRICE (404) 597-2712
JOHN GAY (404)291-0622
TRAFFIC SIGNALS 24-001 to 24-003 DERRICK CROWDER (678) 639-7546 ROSWELL D.O.T.
GENERAL NOTES
04-0001
ROBERT STACHLER
CHRISTOPHER BATES
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_04-001.dgn
Design File and Plot Substitution information
4:49:22 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
TYPICAL SECTIONS
05-0001
NOT TO SCALE
PavementSawcut Existing
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_05.dgn
Design File and Plot Substitution information
4:49:25 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
6"x24" CONC. CURB & GUTTER, GA. STD. 9032-B, TYPE 2
A
B
C
6" GRADED AGGREGATE BASE
Travel Lane
2%
5’-0"
Sidewalk
Shoulder
CL
2’-0"
2’-0"
Existing11’-0"
4:1 Desirable
2:1 MAX
4:1
Desira
ble
2:1
MAX
Grass Strip
STA 100+17.00 TO STA 106+22.00
TYPICAL SECTION 1
Existing Pavement
B
A
C6" (TYP)
STA 106+22.00 TO STA 112+55.70
TYPICAL SECTION 2
Travel Lane
2%
Sidewalk
Shoulder
CL
2’-0"
Existing14’-0"
Grass Strip
4:1 Desirable
2:1 MAX
4:1
Desira
ble
2:1
MAXExisting Pavement
C Existing Curb & Gutter
8’-0"
CONCRETE SIDEWALK, 6"
2’-0" to 8’-0"VARIES
TRAFFIC CONTROL
LUMP SUMTOTAL
TOTAL LUMP SUM
GRADING COMPLETE
INLET SEDIMENT TRAPCONSTRUCT & REMOVE
1 EA
INLET SEDIMENT TRAPMAINTENANCE OF
1 EA
UNITDESCRIPTION
5" SOLID WHITE LF
THERMOPLASTIC SOLID TRAFFIC STRIPE
QUANTITY
SAWED JOINTS IN EXIST PAVEMENT - ASPHALT
TOTAL 688 LF
ITEMS UNIT
BITUMINOUS TACK COAT
TOT
ALS
TE
MP
OR
AR
Y
D
RI
VE
WA
YS
RO
AD
WA
Y
P
AVE
ME
NT
SURFACING QUANTITIES
TON
GAL
RECYCLED ASPH CONC, 9.5MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME
SILT FENCE, TYPE CMAINTENANCE OF TEMPORARY
698 LF
TYPE CTEMPORARY SILT FENCE
1316 LF
NOTE: LOCATION TO BE DETERMINED BY ENGINEER.
SOD
268 SY
SUMMARY OF QUANTITIES
SUMMARY QUANTITIES
06-
CONC SIDEWALK - 6 IN.
TOTAL
SY 918
CONCRETE CURB & GUTTER
TOTAL
6"X 24" TP 2, STD. 9032-B
688 LF
EROSION CONTROL MATS
93 SY
598
7 7
MILL ASPH CONC PVMT, 1� IN DEPTH SY 97 97
GRADED AGGREGATE BASE CRS
TOTAL 65 TON
GRASSING
UNIT TON TONITEM
TOTAL
LBQUANTITY
DETAIL DIMENSIONS.
ESTIMATING PURPOSES ONLY). ACRES COMPUTED FROM GRASSING
FERTILIZER FERTILIZER
MIXED
GRADE
NITROGEN
CONTENT
5 1 50
1
3.5
0
50ACRE
*APPROXIMATELY 1 ACRES OF GRASSING WILL BE REQUIRED (FOR
AGR
PERMANENT GRASSING
TEMPORARY GRASSING ACRE
MULCH
TON
1 0 0.5
3
LIME
1.5 1.5
4.5
9 9
TOTAL
RESET EXISTING SIGN & POLE
5 EA
LANDSCAPING STONES
9 SY
UNITDESCRIPTION QUANTITY
LF 326
STORMWATER
STORM DRAIN PIPE 18", H 1-10
MULCH
SOD
CONC SPILLWAY, TP 4
STN DUMPED RIP RAP, TP 3, 18 IN
UNDDR PIPE INCL DRAINAGE AGGR, 6 IN
DRAIN INLET, 18 IN
BIORETENTION AREA
LF
CY
SY
EA
SY
EA
EA
54
79
1
16
1
1
14.5
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_06.dgn
Design File and Plot Substitution information
4:49:27 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
0001
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
FIREMAIN BOLTARROW BOLT/ELEV: 1163.48BENCHMARK
LANDSCAPEAREA
#9901CONTROL POINT
#9900POINTCONTROL
WOODS LINE
WOODS LINE
IRRIGATION CONTROL VALVES.
AVOID ALL WATER METERS &
& SIZE TO EXISTING STONE.
FOR DRAINAGE, MATCH COLOR
INSTALL LANDSCAPING STONE
ETRIS R
OA
D
HARDSCRABBLE ROAD
CURVE 1
EXIST R/WEXIST R/W
EXIST R/
W
P.T. 100+40.41
P.C. 100+09.79
POB 100+00.00
100+00
101+00
102+00
103+00
104+00
105+00
105+00
5’ SIDEWALK 5’ SIDEWALK
E 2236734.65
N 1481993.76
STA 100+16.61
HARDSCRABBLE ROAD
BEGIN PROJECT
E 2236839.14
N 1482085.78
P.I. 101+55.85
11.50’ LTSTA 100+1724" CURB & GUTTERBEG GDOT STD 9032B
E= 0.22
R= 533.00
L= 30.62
T= 15.31
E= 2236741.34
N= 1481998.99
PI Sta= 100+25.10
Curve# 1
ETRIS R
OA
D
HARDSCRABBLE ROAD
CURVE 1
P.T. 100+40.41
P.C. 100+09.79
POB 100+00.00
100+00
101+00
102+00
103+00
104+00
105+00
105+00
5’ SIDEWALK 5’ SIDEWALK
E 2236734.65
N 1481993.76
STA 100+16.61
HARDSCRABBLE ROAD
BEGIN PROJECT
E 2236839.14
N 1482085.78
P.I. 101+55.85
11.50’ LTSTA 100+1724" CURB & GUTTERBEG GDOT STD 9032B
E= 0.22
R= 533.00
L= 30.62
T= 15.31
E= 2236741.34
N= 1481998.99
PI Sta= 100+25.10
Curve# 1
ETRIS R
OA
D
HARDSCRABBLE ROAD
CURVE 1
AE
RI
AL P
HOT
O IS
ON ’
DEF
AULT’ LE
VEL.
13-0001
CONSTRUCTION PLAN
12.1
P.T. 100+40.41
P.C. 100+09.79
POB 100+00.00
100+00
101+00
102+00
103+00
104+00
105+00
105+00
5’ SIDEWALK 5’ SIDEWALK
E 2236734.65
N 1481993.76
STA 100+16.61
HARDSCRABBLE ROAD
BEGIN PROJECT
E 2236839.14
N 1482085.78
P.I. 101+55.85
11.50’ LTSTA 100+1724" CURB & GUTTERBEG GDOT STD 9032B
E= 0.22
R= 533.00
L= 30.62
T= 15.31
E= 2236741.34
N= 1481998.99
PI Sta= 100+25.10
Curve# 1
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
CONTROL DATA
NO. NORTHING EASTINGDESC.
BM
9901
ELEVATION
1163.50
1154.18
---
---
9902 --- 1142.73
9903 --- 1136.18
9900 1160.60---
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_13-001.dgn
Design File and Plot Substitution information
4:49:46 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
PHASE I-HARDSCRABBLE RD
AT ETRIS RD/CRABAPPLE RD
MAT
CH LI
NE ST
A. 105+00
DR
AWI
NG
No. 13-0002
1482029.0900 2236681.5407
1482037.5771
1482194.7681
1482610.5401
1482891.6180
2236736.3353
2237453.6415
2237788.2336
2237023.1699
DO NOT DISTURB POLE
INV=1137.08’
24"RCP
24"R
CP
#9902CONTROL POINT
24"RCP
WOODS LINE
IRRIGATION CONTROL VALVES.
AVOID ALL WATER METERS &
& SIZE TO EXISTING STONE.
FOR DRAINAGE, MATCH COLOR
INSTALL LANDSCAPING STONE
P L
P L
PL
PL
PL P L
HARDSCRABBLE ROAD
APPROX. LAND LOT LINE
EXIST R/W EXIST R/W
TPID 22 373012844556
HOA, INC.
SUMMIT AT HARDSCRABBLE
TPID 22 373012841438
LEE TRACIE
DOUGLAS BURR AND
TPID 22 373012841446
LAURA R. THACKER
TRENT D. AND
TPID 22 373012841453
KATHRYN KELLER
TPID 22 373012841511
AND VANN CHARLES
JAN D. HOLLAND
TPID 22 373012840331
NORTH RIVER BAPTIST CHURCH, INC.
105+00
105+00
106+00
107+00
108+00
109+00
110+00
111+00
111+00
5’ SIDEWALK8’ SIDEWALK
+22
E 2237166.42
N 1482380.95
P.I. 105+96.58
+85
12’
+58
13’
ASPHALT
TIE TO EXIST
R 27’R 27’
TP D RAMP (TYP)
GDOT DET A3
40’ LTSTA 106+13END C&G
40’ LTSTA 106+31BEG C&G
13’ LTSTA 106+58TIE TO EXIST C&G
ASPHALT
EXIST CATCH BASINMATCH GRADE OF
11451145.5
1146
1145
MARKERWATERLINE
1147
PI - B3
1147
1147.5
3’ EARTHEN BERM1146
1146.5 1146.25
AE
RI
AL P
HOT
O IS
ON ’
DEF
AULT’ LE
VEL.
13-0002
CONSTRUCTION PLAN
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
PHASE I-HARDSCRABBLE RD
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_13-002.dgn
Design File and Plot Substitution information
4:50:08 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
MAT
CH LI
NE ST
A. 111+00
DR
AWI
NG
No. 13-0003
MAT
CH LI
NE ST
A. 105+00
DR
AWI
NG
No. 13-0001
FOR MORE DETAILSEE SHEETS 18-0001 & 38-0001
DO NOT DISTURB POLE
18"RCP
#9903CONTROL POINT
TSB
TSB
TSB
P L
P L
P L PL
PL
PL
HARDSCRABBLE ROAD
CRAB
APPL
E ROAD
AE
RI
AL P
HOT
O IS
ON ’
DEF
AULT’ LE
VEL.
13-0003
CONSTRUCTION PLAN
EXIST R/W
EXIST R/W
L.L.
1284
L.L.
1283
APPROX. LAND LOT LINE
TPID 22 373012831520
BARBARA E. MOORE
TPID 22 373012831538
MICHAEL AND JACQUELINE MAYBAUM TPID 22 373012831546
KEIKO H. NAKASONE
TPID 22 373012831553
MELISSA S. GORDON
SETH M. AND TPID 22 373012831561
NORMA M. UCEDA
ERNESTO R. AND
TPID 22 373012841511
AND VANN CHARLES
JAN D. HOLLAND
111+00
111+00
112+00
8’ SIDEWALK
E 2237656.361
N 1482821.871
STA 112+55.70
HARDSCRABBLE ROAD
END PROJECT
PHASE 2 OF PROJECTMATCH SIDEWALK TO
5’ SIDEWALK
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_13-003.dgn
Design File and Plot Substitution information
4:50:22 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 111+00
DR
AWI
NG
No. 13-0002
DRIVEWAY PROFILE
17-
1140
11501150
9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 1147.99
1148.37
1148.45
1148.58
1147.61
1147.80
1147.99
1148.18
1148.38
1148.52
1148.82 1148.25
1148.40
1148.45
1148.45
1148.40
1148.52
1148.82
1148.11
1148.21
1148.26
1148.46
1148.49
1148.52
ST
A 106+22
DW1
CL
Summit at Hardscrabble driveway
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_17-001.dgn
4:50:25 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
40 160
SCALE IN FEET
0 80
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0001
SPECIAL GRADING
18-
SEE SHEET 38-0001 FOR DETAILS
BIORETENTION CELL (1146.25)
OVERFLOW FROM FOREBAY TO OF THE WATER MARKER
COORDINATE THE RELOCATION
AND OVERFLOW STRUCTURE AND PIPE
BIORETENTION AREA, UNDERDRAIN
FOR THE CONSTRUCTION OF THE FLUME,
PROPOSED LIMITS OF DISTURBANCE
BIORETENTION @ ELEV: 1145.00
0% SLOPE BOTTOM OF
HARDSCRABBLE RD
IN 8" MINIMUM GRAVEL JACKET
(GDOT SPECIFICATION 573)
PERFORATED PVC PIPE, TYP. 6"D
PERFORATED UNDERDRAIN PIPE
GDOT 9013
PROPOSED FLUME
(FOREBAY@INFLOW TO CAPTURE SEDIMENT)
PROPOSED RIPRAP APRON
INV. ELEV. OUT (18" RCP) = 1140.25
INV ELEV (6" PVC UNDERDRAIN) = 1140.41
RIM EL = 1146.00
OVERFLOW STORM INLET GDOT DETAIL 1035
50 LF - 18" PCP @ 5.00%
CONNECT TO EXISTING PIPE
INSTALL MANHOLE
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_18-001.dgn
Design File and Plot Substitution information
4:50:34 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
10
SCALE IN FEET
0 20 40
0001
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
EXIST R/W
MARKER
WATERLINE
107+00
108+00
109+00
N48°00’51.3"E
18"RCP11451145.5
1146
1145
INV=1137.08’
OUT: 1131.50IN: 1134.95TOP: 1143.68DCB
24"R
CP
24"R
CP
Design File and Plot Substitution information
1147
PI - B3
1147
1147.5
1143
1143.5
1143.5
1144
1144114
4.5
1144.5
1144.5
1145
1145
1145.5
1145.5
1145.5
1146
1146
1146
3’ EARTHEN BERM1146
1146.5
1146.5
1146.5
1147
1147
1147 1146
.5
1147.5
1147.5
1148
1147.5
1148
1148
1146.25
P L
PL
E 2237166.42
N 1482380.95
P.I. 105+96.58
1145
1145
1145
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:37 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+00
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+20
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+40
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+60
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+80
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+00
1140
1150
1160
1170
2.0%
2.0%
2.0%
2.0%
2.0%
4:1
4:1
4:1
4:1
4:1
1161.82
1162.40
1162.22
1161.14
1162.28
1162.10
1160.63
1162.16
1161.98
1160.18
1162.01
1161.83
1159.81
1161.73
1161.55
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0001
-24.98
-22.65
-13.65
-27.64
-23.08
-14.08
-29.27
-23.13
-14.13
-30.47
-23.18
-14.18
-30.89
-23.20
-14.20
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:39 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+20
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+40
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+60
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+80
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+00
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+20
1140
1150
1160
1170
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
4:1
4:1
3:1
3:1
1159.52
1161.46
1161.28
1158.23
1161.17
1160.99
1160.83
1160.65
1160.48
1160.30
1154.59
1159.95
1159.77
1159.40
1159.22
1153.25
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0002
-30.98
-23.23
-14.23
-35.03
-23.27
-14.27
-23.31
-14.31
-23.23
-14.23
-39.44
-23.20
-14.20
-41.82
-23.18
-14.18
3:1
3:1
-31.55
1157.77
-35.69
1155.86
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:41 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+40
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+60
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+80
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+00
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+20
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+40
1140
1150
1160
1170
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
3:1
3:1
4:1
4:1
4:1
1158.86
1158.68
1158.32
1158.14
1157.84
1157.66
1154.75
1157.35
1157.17
1154.64
1156.76
1156.58
1155.26
1156.17
1155.99
1151.95
1150.86
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0003
-44.03
-23.10
-14.10
-45.57
-22.96
-13.96
-22.86
-13.86
-33.19
-22.78
-13.78
-31.41
-22.95
-13.95
-26.48
-22.85
-13.85
6:1
-41.54
1154.57
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:43 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+60
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+80
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
104+00
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
104+20
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
104+40
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
104+60
1140
1150
1160
1170
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
4:1
4:1
2:1
2:1
2:1
1155.31
1155.59
1155.41
1154.89
1155.06
1154.88
1154.52
1154.34
1154.01
1153.83
1153.50
1153.32
1152.98
1152.80
1155.89
1158.48
1158.68
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0004
-23.89
-22.76
-13.76
-23.55
-22.88
-13.88
-23.00
-14.00
-26.79
-23.03
-14.03
-33.03
-23.06
-14.06
-34.49
-23.09
-14.09
1154.58
-25.54
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:45 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
104+80
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
105+00
1140
1150
1160
11701140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
105+20
1140
1150
1160
11701130
1140
1150
1160
1170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
105+40
1130
1140
1150
1160
11701130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
105+60
1130
1140
1150
1160
2.0%
2.0%
2.0%
2.0%
2.0%
2:1
2:1
1152.51
1152.33
1152.04
1151.86
1151.58
1151.40
1151.10
1150.92
1150.63
1150.45
1158.05
1155.57
1151.58
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0005
-34.15
-23.06
-14.06
-30.09
-23.03
-14.03
-23.27
-22.98
-13.98
-22.90
-13.90
-22.83
-13.83
1151.14
1150.66
-24.87
-24.14
5:1
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:47 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
105+80
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
106+00
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
106+20
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
106+40
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
106+60
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
106+80
1130
1140
1150
1160
2.0%
2.0%
2.0%
1150.10
1149.92
1147.85
1147.42
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
FOR STA 105+85 TO STA 106+58SEE DRIVEWAY PROFILES SHEET 17-0001
FOR STA 105+85 TO STA 106+58SEE DRIVEWAY PROFILES SHEET 17-0001
FOR STA 105+85 TO STA 106+58SEE DRIVEWAY PROFILES SHEET 17-0001
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0006
-22.69
-13.69
-15.17
-15.19
110:1
-41.26
1150.27
SEE SHEET 18-0001 FOR SPECIAL GRADING
SEE SHEET 18-0001 FOR SPECIAL GRADING
1146.00
RIP
RAP
1146.00
RIP
RAP
-28.82
-32.23
-34.29
1147.35
-29.56
-34.69
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:49 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
107+00
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
107+20
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
107+40
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
107+60
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
107+80
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
108+00
1130
1140
1150
1160
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
1146.99
1146.55
1146.14
1145.75
1145.36
1145.03
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0007
-15.12
-15.03
-14.98
-14.97
-14.96
-14.95
SEE SHEET 18-0001 FOR SPECIAL GRADING
SEE SHEET 18-0001 FOR SPECIAL GRADING
SEE SHEET 18-0001 FOR SPECIAL GRADING
SEE SHEET 18-0001 FOR SPECIAL GRADING
SEE SHEET 18-0001 FOR SPECIAL GRADING
SEE SHEET 18-0001 FOR SPECIAL GRADING
BI
ORETE
NTI
ON
1145.00
BI
ORETE
NTI
ON
1145.00
BI
ORETE
NTI
ON
1145.00
BI
ORETE
NTI
ON
1145.00
BI
ORETE
NTI
ON
1145.00
BI
ORETE
NTI
ON
1145.00
-33.01
-37.01
-44.12
1147.37
-33.29
-37.75
-45.38
1147.41
1147.27
-33.72
-39.12
-46.01
1147.12
-34.16
-39.58
-46.72
1147.00
-34.59
-40.02
-46.02
EA
RT
H
BE
RM
1146.64
-34.90
-40.46
-45.37
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:51 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
108+20
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
108+40
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
108+60
1130
1140
1150
11601130
1140
1150
1160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
108+80
1130
1140
1150
11601130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
109+00
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
109+20
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
109+40
1130
1140
1150
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
4:1
4:1
4:1
4:1
1144.71
1144.39
1144.08
1144.42
1144.01
1143.77
1143.96
1143.67
1143.43
1143.96
1143.54
1143.19
1143.72
1143.25
1142.92
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0008
-14.94
-14.92
-14.88
-28.47
-26.85
-14.85
-28.01
-26.84
-14.84
-34.14
-32.46
-14.84
-33.19
-31.28
-14.82
SEE SHEET 18-0001 FOR SPECIAL GRADING
SEE SHEET 18-0001 FOR SPECIAL GRADING
SEE SHEET 18-0001 FOR SPECIAL GRADING
BI
ORETE
NTI
ON
1145.00
BI
ORETE
NTI
ON
1145.00
BI
ORETE
NTI
ON
1145.00
EA
RT
H
BE
RM
1146.29
-34.85
-40.90
-44.76
EA
RT
H
BE
RM
1145.88
-34.80
-41.35
-44.00
EA
RT
H
BE
RM
1145.48
-34.75
-41.80
-43.24
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:53 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
109+60
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
109+80
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
110+00
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
110+20
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
110+40
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
110+60
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
110+80
1130
1140
11501130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
111+00
1130
1140
1150
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
1143.17
1142.87
1142.62
1142.95
1142.56
1142.32
1142.61
1142.29
1142.05
1142.27
1142.02
1141.78
1141.91
1141.75
1141.51
1141.59
1141.49
1141.25
1141.29
1141.23
1140.99
1140.97
1140.91
1140.67
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0009
-28.52
-27.30
-14.78
-28.30
-26.74
-14.74
-28.06
-26.76
-14.76
-27.78
-26.79
-14.79
-27.45
-26.80
-14.80
-27.22
-26.81
-14.81
-27.07
-26.81
-14.81
-27.06
-26.80
-14.80
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:55 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1120
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
111+20
1120
1130
1140
11501120
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
111+40
1120
1130
1140
11501120
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
111+60
1120
1130
1140
11501120
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
111+80
1120
1130
1140
11501120
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
112+00
1120
1130
1140
11501120
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
112+20
1120
1130
1140
1150
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
4:1
4:1
4:1
4:1
4:1
4:1
1140.67
1140.58
1140.34
1140.36
1140.25
1140.01
1140.03
1139.92
1139.68
1139.72
1139.60
1139.36
1139.25
1139.23
1138.99
1139.00
1138.85
1138.61
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
EXIST
RO
W
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0010
-27.18
-26.79
-14.79
-27.24
-26.77
-14.77
-27.17
-26.74
-14.74
-27.19
-26.72
-14.72
-26.78
-26.69
-14.69
-27.26
-26.66
-14.66
SUXSEW
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2018002_23.dgn4:50:57 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
CROSS SECTIONS
23-
1120
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
112+40
1120
1130
1140
11501120
1130
1140
1150
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
112+56
1120
1130
1140
1150
2.0%
2.0%
4:1
EXIST
RO
W
1 INCH = 10 FT HORIZONTAL1 INCH = 10 FT VERTICAL
SCALE
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
0011
-14.67
-26.67
-27.90
1138.78
1138.47
1138.23
4:1
-14.68
-26.67
-28.08
1137.92
1138.16
1138.51
19"PINE
20"PINE
FIREMAIN BOLTARROW BOLT/ELEV: 1163.48BENCHMARK
LANDSCAPEAREA
SIGNAL
X-WALK
#9901CONTROL POINT
MARKERWATERLINE#9900
POINTCONTROL
WOODS LINE
WOODS LINE
IRRIGATION CONTROL VALVES.
AVOID ALL WATER METERS &
& SIZE TO EXISTING STONE.
FOR DRAINAGE, MATCH COLOR
INSTALL LANDSCAPING STONE
TSB
TSB
TSB
HARDSCRABBLE ROAD
CURVE 1
UTILITY PLANS
24-0001
MARKERWATERLINE
CONC POLE
1.5’ DIAMETER
100+00
101+00
102+00
103+00
104+00
105+00
105+00
E 2236734.65
N 1481993.76
STA 100+16.61
HARDSCRABBLE ROAD
BEGIN PROJECT
11.50’ LTSTA 100+1724" CURB & GUTTERBEG GDOT STD 9032B
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_24-001.dgn
Design File and Plot Substitution information
4:51:14 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 105+00
DR
AWI
NG
No. 24-0002
INV=1137.08’
BOULDERS
LANDSCAPE
BOULDERS
LANDSCAPE
RIP-RAP
BUSH
BUSH
BUSH
OUT: 1131.50IN: 1134.95TOP: 1143.68DCB
24"RCP
24"R
CP
OUT: 1129.59IN: 1129.71TOP: 1139.94DJB
#9902CONTROL POINT
24"RCP
WOODS LINE
IRRIGATION CONTROL VALVES.
AVOID ALL WATER METERS &
& SIZE TO EXISTING STONE.
FOR DRAINAGE, MATCH COLOR
INSTALL LANDSCAPING STONE
HARDSCRABBLE ROAD
UTILITY PLANS
24-
OF THE WATER MARKER
COORDINATE THE RELOCATION
GUY WIREABANDONEDPOSSIBLEMARKER
WATERLINE
ICVICV
APPROX. LAND LOT LINE
105+00
105+00
106+00
107+00
108+00
109+00
110+00
111+00
111+00
MAY MOVE, AT RDOT EXPENSEROSWELL DOT POLE
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_24-002.dgn
Design File and Plot Substitution information
4:51:33 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
0002
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 105+00
DR
AWI
NG
No. 24-0001
MAT
CH LI
NE ST
A. 111+00
DR
AWI
NG
No. 24-0003
X WALK
WOOD FENCE
WOOD FENCE
OUT: 1132.96IN: 1132.93TOP: 1136.64DDI
#9903CONTROL POINT
OUT: 1133.72IN: 1134.59TOP: 1136.75DDI
/12"/12"BIRCH12"/12"/12"
8"/8"BIRCH6"/6"/
8"/8"/10"BIRCH4"/6"/6"/
OUT: 1129.12IN "B": 1129.95IN "A": 1129.74TOP: 1133.75DCB
18"R
CP
18"C
MP
OUT: 1119.92IN "B": 1124.77IN "A": 1120.69TOP: 1136.81DJB
AB
18"RCP
18"C
MP
30"RCP
18"R
CP
18"RCP
A B
OUT: 1136.56
TOP: 1139.83
DJB
TSB
TSB
TSB
HARDSCRABBLE ROAD
CRAB
APPL
E ROAD
UTILITY PLANS
24-0003
OUT: 11
21.63
TOP: 1
133.32
UMHSS
8"P
VC
MARKERWATERLINE
MARKERGASLINE
MARKERGASLINE
MARKERWATERLINE
L.L.
1284
L.L.
1283
APPROX. LAND LOT LINE
111+00
111+00
112+00
8’ SIDEWALK
E 2237656.361
N 1482821.871
STA 112+55.70
HARDSCRABBLE ROAD
END PROJECT
PHASE 2 OF PROJECTMATCH SIDEWALK TO
5’ SIDEWALK
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_24-003.dgn
Design File and Plot Substitution information
4:51:48 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 111+00
DR
AWI
NG
No. 24-0002
LANDSCAPEAREA
CROSSING
PEDESTRIAN
AHEADCROSSING
SCHOOL
HARDSCRABBLE ROAD
CURVE 1
SIGNING AND MARKING PLANS
26-
5" SOLID WHITE (TYP)
STA 100+16.61
HARDSCRABBLE ROAD
BEGIN MARKING
STA 100+17AS REQ’DRESET SIGN
S1-1
W16-7
100+00
101+00
102+00
103+00
104+00
105+00
105+00
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_26-001.dgn
Design File and Plot Substitution information
4:52:06 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
0001
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 105+00
DR
AWI
NG
No. 26-0002
SCHOOL/FINES HIGHER
INV=1137.08’
25MPHSCHOOL/
STREETS
STOP/
OUT: 1131.50IN: 1134.95TOP: 1143.68DCB
24"RCP
24"R
CP
OUT: 1129.59IN: 1129.71TOP: 1139.94DJB
24"RCP
HARDSCRABBLE ROAD
SC
HO
OL
STOP
SP
EE
D
LIM
IT
25
SC
HO
OL
HIG
HE
R
FIN
ES
SIGNING AND MARKING PLANS
26-0002
APPROX. LAND LOT LINE
105+00
105+00
106+00
107+00
108+00
109+00
110+00
111+00
111+00
5" SOLID WHITE (TYP)
STA 105+85.00
HARDSCRABBLE ROAD
END MARKING
STA 105+75AS REQ’DRESET SIGN
STA 106+00AS REQ’DRESET SIGN
STA 109+06AS REQ’DRESET SIGN
S4-3P
S4-3P
S1-1
R1-1
R2-1
R2-6P
S4-1P
6:5
5-7:5
5
AM
2:0
5-3:0
5 P
M
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_26-002.dgn
Design File and Plot Substitution information
4:52:23 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 105+00
DR
AWI
NG
No. 26-0001
MAT
CH LI
NE ST
A. 111+00
DR
AWI
NG
No. 26-0003
LIGHT
AHEAD
DIVIDED ROAD
DO NOT ENTER
40 MPH25MPHSCHOOL/
TRUCKSNO BIG
OUT: 1132.96IN: 1132.93TOP: 1136.64DDI
OUT: 1133.72IN: 1134.59TOP: 1136.75DDI
OUT: 1129.12IN "B": 1129.95IN "A": 1129.74TOP: 1133.75DCB
18"R
CP
18"C
MP
TURNNO RIGHT
TURNNO LEFT
AHEAD 25 MPHSCHOOL ZONE
OUT: 1119.92IN "B": 1124.77IN "A": 1120.69TOP: 1136.81DJB
AB
18"RCP
18"C
MP
30"RCP
18"R
CP
18"RCP
A B
OUT: 1136.56
TOP: 1139.83
DJB
HARDSCRABBLE ROAD
CRAB
APPL
E ROAD
SC
HO
OL
SP
EE
D
LIMIT
25
SIGNING AND MARKING PLANS
26-0003
L.L.
1284
L.L.
1283
APPROX. LAND LOT LINE
111+00
111+00
112+00
E 2237656.361
N 1482821.871
STA 112+55.70
HARDSCRABBLE ROAD
END PROJECT
STA 112+23AS REQ’DRESET SIGN
S4-5
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_26-003.dgn
Design File and Plot Substitution information
4:52:38 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 111+00
DR
AWI
NG
No. 26-0002
SPECIAL CONSTRUCTION DETAIL
38-
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_38-001.dgn
4:52:48 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
0001
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
BIORETENTION WITH UNDERDRAIN
3"-4" FINE SHREDDED
HARDWOOD MULCH OR
SHREDDED HARDWOOD CHIPS
NATIVE PLANTS
SCARIFY BOTTOM
6" - #57
WASHED STONE
6" MAXIMUM PONDING DEPTH
(WATER ELEV. 1145.50)
PRACTICE TO DRAIN IN LESS
THAN 48 HOURS
PROTECT FROM
SOIL COMPACTION
DURING CONSTRUCTION
EXISTING STORM
SEWER SYSTEM
DOUBLE WING
CATCH BASIN
TOP : 1143.68
INV IN: 1134.95
INV OUT: 1131.50
18" DIAMETER OUTLET PIPE
(TO STORM SEWER SYSTEM)
INV ELEV : 1140.25
2" #8 WASHED
CHOKER STONE
48"
PLANTING MEDIA
SEE NOTES FOR
SOIL MIX SPECS
OVERFLOW STRUCTURE
ELEVATION = 1145.50
25-YEAR ELEVATION : 1145.61
100-YEAR ELEVATION : 1145.63
BIORETENTION AREA
FILTER STRIP FOR SHEET FLOW ENTERING
HAVE ENERGY DISSIPATION OR A GRASS 2.
MAXIMUM 3:1 SIDE SLOPES1.
NOTES TO DESIGNERS:
6" DIAMETER
PERFORATED PVC PIPE
ELEV. : 1145.00
ELEV.: 1140.25
TOP OF BANK ELEV = 1146.00
PROPOSED 18" RCP
INV IN: 1138.25
EXISTING 24" RCP
INV OUT: 1131.50
EXISTING 24" RCP
INV OUT: 1134.95
40 LF - 18" RCP
@5.00%
3:1 SLOPES
FILTER FABRIC
0+00 0+50
1130.00
1140.00
1150.00
25-YEAR HGL
FG
1131.5
0
Inv.
El.
OU
T
EXIS
T 18"
RC
P
1134.9
5
Inv.
El. IN
EXIS
T 18"
RC
P
1138.2
5
Inv.
El. IN
PR
OP 18"
RC
P
TO
P.
El. 1143.6
8
EXIS
TIN
G
DW
CB
Sta 0
+00.0
0
Inv
El.
OU
T 1140.2
5
40.4
1
11
ER
F PIP
E"
P6
Inv.
El. IN
PR
OP
Rim
El. 1146.0
0
PR
OP
OS
ED
WEIR
TO
P IN
LE
T
Sta 0
+40.0
0
1132.00
1134.00
1136.00
1138.00
1142.00
1144.00
1146.00
1148.00
1" = 10’ V
1" = 50’ H
SCALE:
16"
16" MAX FOUNDATION BACKFILL
GDOT SPECIFICATION 207
STEPS (SEE DETAIL)
LANDSCAPEAREA
ASPHALT
BROKEN
IRRIGATION CONTROL VALVES.
AVOID ALL WATER METERS &
& SIZE TO EXISTING STONE.
FOR DRAINAGE, MATCH COLOR
INSTALL LANDSCAPING STONE
TSB
TSB
TSB
1155
1155
1155 11551155
1160
1160
1160
1160
HARDSCRABBLE ROAD
Ss
100+00
101+00
102+00
103+00
104+00
105+00
105+00
E 2236734.65
N 1481993.76
STA 100+16.61
HARDSCRABBLE ROAD
BEGIN PROJECT
11.50’ LTSTA 100+1724" CURB & GUTTERBEG GDOT STD 9032B
1155
1155
11551160
BMP LOCATION DETAILS
54-
Ds4
Ds 1 Ds2 Ds3
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_54-001.dgn
Design File and Plot Substitution information
4:53:09 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
0001
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 105+00
DR
AWI
NG
No. 54-0002
IRRIGATION CONTROL VALVES.
AVOID ALL WATER METERS &
& SIZE TO EXISTING STONE.
FOR DRAINAGE, MATCH COLOR
INSTALL LANDSCAPING STONE
1145
1145
1150
1155
1160
Sd2-P
Ds 1 Ds2 Ds3
Ds4HARDSCRABBLE ROAD
105+00
105+00
106+00
107+00
108+00
109+00
110+00
111+00
111+00
E 2237166.42
N 1482380.95
P.I. 105+96.58
11451145.5
1146
1145
24"R
CP
24"R
CP
OUT: 1129.59IN: 1129.71TOP: 1139.94DJB
24"R
CP
1147
PI - B3
1147
1147.5
3’ EARTHEN BERM1146
1146.5 1146.25
BMP LOCATION DETAILS
54-
BIORETENTION @ ELEV: 1145.0
0% SLOPE BOTTOM OF
INV ELEV OUT (18" RCP) = 1140.25
INV ELEV (6" PVC UNDERDRAIN) = 11460.61
RIM ELEV. 1146.00
OVERFLOW STORM INLET GDOT DETAIL 1035
OVERFLOW STRUCTURE AND PIPE
BIORETENTION AREA, UNDERDRAIN AND
FOR THE CONSTRUCTION OF THE FLUME,
PROPOSED LIMITS OF DISTURBANCE
8" MINIMUM GRAVEL JACKET
(GDOT SPECIFICATION 573) IN
PERFORATED PVC PIPE, TYP. 6" D
PERFORATED UNDERDRAIN PIPE
GDOT 9013
PROPOSED FLUME
(FOREBAY @ INFLOW TO CAPTURE SEDIMENT)
PROPOSED RIP RAP APRON
BIORETENTION CELL (1146.25)
OVERFLOW FROM FOREBAY TO
50 LF - 18" RCP @ 5.00%
CONNECT TO EXISTING PIPE
INSTALL MANHOLE
20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_54-002.dgn
Design File and Plot Substitution information
4:53:33 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
0002
AT ETRIS RD/CRABAPPLE RD
PHASE I-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 105+00
DR
AWI
NG
No. 54-0001
MAT
CH LI
NE ST
A. 111+00
DR
AWI
NG
No. 54-0003
TSB
TSB
TSB
1130
1135
1135
1135
1135
1140
1140
1140 Ds4HARDSCRABBLE ROAD
CRAB
APPL
E ROAD
111+00
111+00
112+00
E 2237656.361
N 1482821.871
STA 112+55.70
HARDSCRABBLE ROAD
END PROJECT
1140
BMP LOCATION DETAILS
54-0003 20
SCALE IN FEET
0 40 80
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
REVISION DATES
11/9/2018
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
2015003_54-003.dgn
Design File and Plot Substitution information
4:53:51 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
AT ETRIS RD/CRABAPPLE RD
PHASE 1-HARDSCRABBLE RD
MAT
CH LI
NE ST
A. 111+00
DR
AWI
NG
No. 54-0002
![2015003 Dissertacao Flaviana Lupatini - MinIO Browser · À ] ] ] 680È5,2 ,1752'8d2 5(9,62 '$ /,7(5$785$](https://img.dokumen.tips/doc/110x75/5f6672ccc80bad6e082c2fde/2015003-dissertacao-flaviana-lupatini-minio-browser-68052-17528d2.jpg)
