20181063 Ver 1_Stream Crossing Profiles_20180802

BUMPWWWWWWWWW
W W W W W W W
HOPEDALE D
R
I
V
E
SCM #1
7
(2) PROP. 6'X6'
CONCRETE
BOX CULVERT
32'
R32'R32
'
R
32'RPROP. HYDRANT (TYP.)
PROP. STOP SIGN
(R1-1)40'40'40'21.4'PROP. STOP SIGN (R1-1)PROP. 8" PVC PUBLIC WATER LINE
W WW
W
W
PROP. 45° BEND
CONNECT TO
FUTURE 8"
WATERLINE
SIGHT TRIANGLE
(TYP.) SEE SIGHT
DISTANCE TABLE
BUMPPROP. STREET SIGN (D3-1)
PROP. STREET SIGN (D3-1)
PROP. SPEED
LIMIT SIGN (R2-1)
PROP. STOP SIGN (R1-1)
PROP. STREET SIGN (D3-1)
NO PARKIN
G

-

F
I
R
E

L
A
N
E
NO PARKING - FIRE LA
N
E
NO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANE35'
PROP. 5' WIDE CONC.
SIDEWALK (TYP.)50' R.O.W.27' B-B27' B-B
CULVERT DRAINAGE EASEMENT (TYP.)
PROP. 45° BEND
10' TOC UTILITY EASEMENT
(3) PROP. GATE
VALVES (TYP.)
N5
9
°
4
2
'
5
9
"
W

2
8
3
.
4
7
'N22°41'06
"W

293
.10
'LODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LODLODSS S S S S SSSSSSS
0+00
1+00
2+00
3+00
4+00
5+005+02.01
0+50
1+50
2+50
3+50
4+50
0+000+502+003+001+502+503+50SAN
A4
SAN
A7
SAN
A8
STM
206
STM
207
STM
209 STM
208
STM
203
STM
200
STM
201
STM
202
STM
106STM
115
STM
105STM
113
24
21
23
22
20
2
3
1
4
5
50
49
48
DATUM ELEV
295.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
Hopedale Dr - Road Profile
300
310
320
330
300
310
320
330
0+00311.13315.770+50308.66313.321+00307.57311.231+50307.62310.172+00306.65310.132+50307.39310.763+00309.04311.413+50309.84312.054+00311.43312.694+50312.64313.335+00314.085+50
-4.9
1
%
2.00%
1.28%
LOW POINT ELEV = 310.02
LOW POINT STA = 2+01.57
PVI STA = 1+57.68
PVI ELEV = 309.26
A.D. = 1.16
K = 24.21
150.00' VC
BVCS: 0+82.68BVCE: 312.94EVCS: 2+32.68EVCE: 310.22-4.9
1
%
2.00%
1.28%
LOW POINT ELEV = 310.02
LOW POINT STA = 2+01.57
PVI STA = 1+57.68
PVI ELEV = 309.26
A.D. = 1.16
K = 24.21
150.00' VC
BVCS: 0+82.68BVCE: 312.94EVCS: 2+32.68EVCE: 310.22STA = 0+00.00ELEV = 317.00STA = 5+02.01ELEV = 313.76STA = 4+91.01ELEV = 313.54158.59' - 15" RCP @ 1.00%
STM
206
STM
207
STM
202
STM
201
198.43 - 8" SAN SDR-35 @ 0.62%
SAN
A7
(2) PROP. 6'X6' BOX CULVERTS
W/ 15" OF EMBEDMENT STM. TO SAN.MIN. 24"INTERSECTION C/LHOPEDALE DRIVE & YATESBURY PLACESTA: 2+56.00 (HOPEDALE DRIVE)STA: 0+00.00 (YATESBURY PLACE)ELEV. = 310.52INTERSECTION C/LHOPEDALE DRIVE & GRENSHAW DRIVESTA: 5+02.01 (HOPEDALE DRIVE)STA: 2+91.00 (GRENSHAW DRIVE)ELEV. = 313.7618" MIN.WATER TO STM18" MIN.FUTURE HOPEDALE DR. (BY
OTHERS)
FUTURE 8" DIA. WATER LINE
(BY OTHERS)
REMOVE EXST. CAP/BLOWOFF
VALVE & TIE INTO EXST. 8"
WATERLINE
PROP. 48" MH; HGT (10.10')RIM 313.83INV IN 303.83 (8")INV IN 303.83 (8")INV OUT 303.73 (10")4+96.01SAN
A4
PROP. 48" MH; HGT (5.87')RIM 310.93INV IN 305.16 (8")INV OUT 305.06 (8")2+97.58CONTINUATION ON C-7.1 - YATESBURY
PLACE PLAN & PROFILE
CONTINUATION ON C-7.2 - GRENSHAW
DRIVE PLAN & PROFILE
PROP. TEE & GATE VALVES
PROP. TEE & FIRE HYDRANT
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172064\DRAWINGS\PLAN SETS\NCR172064PP1.DWG PRINTED BY: WSWARINGEN 7.24.18 @ 8:36 AM LAST SAVED BY: WSWARINGEN
NCR172064
WES
MAR
5/2/18
MAJOR SITE PLAN,
TYPE 1 SUBDIVISION
& CONSTRUCTION
PLANS
NORTH HAMPTON
TOWN HOMES
CHURCH ST.
MORRISVILLE, NC
1 7/24/18 WESPER TOWN COMMENTS
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040768
MICHA
EL A . R O SELLIE
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NAAPPROVED FOR CONSTRUCTION
Town of Morrisville
Signature:
Town of Morrisville, Town Engineer
Engineering:
Planning:
Other (specify):
Signature:
Town of Cary Utilities, Water and Sewer
Date:
Date:
Date/Initials
Engineering Inspection Services must be contacted [phone] at a minimum 24 hours
prior to the commencement of any construction activities.
PROJECT NUMBER: 18-11000007 FILE NUMBER: 18-0001-S/C 7/24/18
1" = 50'
PP1
C-7.0
HOPEDALE
DRIVE PLAN &
PROFILE
1"=50'
0 5012.52550
1.WATER LINES ARE SHOWN GRAPHICALLY WITHOUT BEND FITTINGS. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO CONSTRUCT WATER LINES PER TOWN OF CARY STANDARD SPECIFICATIONS, USING PIPE
DEFLECTION AND FITTINGS, AS REQUIRED, TO AVOID CONFLICT WITH OTHER UTILITIES AND MEET TOWN OF CARY
SEPARATION REQUIREMENTS.
2.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES.
NOTES
UTILITY PROFILE NOTES:
1.REFER TO C-1.1 - GENERAL NOTES. REFER TO UTILITY NOTES C-5.0 -
UTILITY PLAN
2.EXISTING UTILITY INFORMATION SHOWN IS BASED ON SURVEY AND
BEST INFORMATION AVAILABLE AT TIME OF PLAN SUBMITTAL.
3.FINAL PLACEMENT OF UTILITY SERVICES TO BE FIELD DETERMINED.
BUMP
WWWWWWWWWWWWWWWWWWWWW27'
B
-BHOPEDALE DRIVE50' R
.O
.W
.732'R32'R
2
8
'
R 28'RPROP. HYDRANT (TYP.)2
0
'20' WIDE CARY UTILITY EASEMENT40'20'70'35'6'WW
NO PARKING - FIRE LANENO PARKING - FIRE LANE35'PROP. SWALE (SW #7)50' R.O.W.27' B-BYATESBURY PLACE(3) PROP. GATEVALVES (TYP.)S86°42'23"E 477.17'LOD
LO
D
LOD
LODLODLODLOD LOD
LOD
LOD
LOD
LOD LODLODLOD LOD
LODLODLODLOD LOD LOD LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODS
S
S
S SSSS S
SSSSSSSSSS2+003+004+001+502+503+504+500+00
1+0
0
2+00 3+00
4+00
5+00 6+00
6+52.34
0+50
1+50
2+50
3+50
4+50
5+50
6+50
SAN
A10
SAN
A9
SAN
A7
SAN
A8
SAN
B3
SAN
B2
SAN
B4
SAN
B1
STM
402
STM
401
STM
400
STM
301
STM
302
STM
303
STM
300
STM
204
STM
205
STM
206 STM
207
STM
209
STM
208
STM
203
STM
200
STM
201 STM
202 0+001+001+28.640+5055
54
56
59
52
62
61
57
58
60
53
50
51
49
48
DATUM ELEV
295.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
YATESBURY PLACE - ROAD PROFILE
300
310
320
330
300
310
320
330
0+00307.60310.550+50308.15311.401+00308.97312.251+50310.28313.112+00311.70313.962+50311.87314.813+00310.25315.663+50311.43316.524+00312.49317.304+50312.48317.625+00312.30317.395+50311.35316.636+00313.66315.396+50314.667+00
STM
203
STM
302
STM
303
STM
301
STM
402
STM
401
SAN
A9
SAN
A10
SAN
B4
SAN
B3 SAN
B2
SAN
B1
SAN
A8
STM
204
STM
205
169.79 - 8" SAN SDR-35 @ 0.63%
41.98 - 8" SAN SDR-35 @ 1.00%
114.34 - 8" SAN SDR-35 @ 1.00%
91.20 - 8" SAN SDR-35 @ 0.62%68.15 - 8" SAN SDR-35 @ 0.62%
168.05' - 15" RCP @ 0.65%
150.97' - 15" RC
P

@

1
.
5
0
%
-2.62%
-1.93%
1.71%
HIGH POINT ELEV = 317.62
HIGH POINT STA = 4+79.15
PVI STA = 5+00.24
PVI ELEV = 318.65
A.D. = 1.08
K = 46.26
200.00' VC
BVCS: 4+00.24BVCE: 316.95EVCS: 6+00.24EVCE: 316.04STA = 0+00.00ELEV = 310.52STA = 0+11.02ELEV = 310.31STA = 6+52.34ELEV = 314.67-2.62%
-1.93%
1.71%
HIGH POINT ELEV = 317.62
HIGH POINT STA = 4+79.15
PVI STA = 5+00.24
PVI ELEV = 318.65
A.D. = 1.08
K = 46.26
200.00' VC
BVCS: 4+00.24BVCE: 316.95EVCS: 6+00.24EVCE: 316.04STA = 0+00.00ELEV = 310.52STA = 0+11.02ELEV = 310.31STA = 6+52.34ELEV = 314.67INTERSECTION C/LYATESBURY PLACE & HOPEDALE DRIVESTA: 0+00.00 (YATESBURY PLACE)STA: 2+56.00 (HOPEDALE DRIVE)ELEV. = 310.52STM. TO SAN.MIN. 24"STM. TO WATERMIN. 18"STM. TO WATERMIN. 18"MIN. 12"ENCASE IN CONC.STM. TO WATERMIN. 18"FUTURE ROAD PROFILE
TIE INTO EXST. GRADE
PROP. 48" MH; HGT (7.45')RIM 317.50INV IN 310.10 (8")INV OUT 310.05 (8")4+82.19PROP. 48" MH; HGT (5.93')RIM 314.84INV IN 309.01 (8")INV OUT 308.91 (8")6+45.48PROP. 48" MH; HGT (5.04')RIM 316.28INV OUT 311.24 (8")3+67.85PROP. 48" MH; HGT (7.32')RIM 316.90INV IN 309.63 (8")INV OUT 309.58 (8")5+54.28PROP. 48" MH; HGT (6.89')RIM 314.06INV OUT 307.17 (8")2+41.63PROP. 48" MH; HGT (6.79')RIM 313.43INV IN 306.75 (8")INV OUT 306.65 (8")2+01.69PROP. 48" MH; HGT (5.23')RIM 310.70INV IN 305.57 (8")INV OUT 305.47 (8")0+32.30PROP. 4'X4' BOX CULVERT
W/ 10" OF EMBEDMENT
CONTINUATION ON C-7.3 - SANITARY
OUTFALL PLAN & PROFILE
STM. TO WATERMIN. 18"CONTINUATION ON C-7.0 -
HOPEDALE DRIVE PLAN & PROFILE
STM TO WATERMIN. 18"PROP. AIR RELIEF VALVE
CONSTRUCTION
NOT APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2017\NCR172064\DRAWINGS\PLAN SETS\NCR172064PP1.DWG PRINTED BY: WSWARINGEN 7.24.18 @ 8:36 AM LAST SAVED BY: WSWARINGEN
NCR172064
WES
MAR
5/2/18
MAJOR SITE PLAN,
TYPE 1 SUBDIVISION
& CONSTRUCTION
PLANS
NORTH HAMPTON
TOWN HOMES
CHURCH ST.
MORRISVILLE, NC
1 7/24/18 WESPER TOWN COMMENTS
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone:[phone]
[e-mail] THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
040768
MICHA
EL A . R O SELLIE
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NAAPPROVED FOR CONSTRUCTION
Town of Morrisville
Signature:
Town of Morrisville, Town Engineer
Engineering:
Planning:
Other (specify):
Signature:
Town of Cary Utilities, Water and Sewer
Date:
Date:
Date/Initials
Engineering Inspection Services must be contacted [phone] at a minimum 24 hours
prior to the commencement of any construction activities.
PROJECT NUMBER: 18-11000007 FILE NUMBER: 18-0001-S/C 7/24/18
1" = 50'
PP1
C-7.1
YATESBURY
PLACE PLAN &
PROFILE
1"=50'
0 5012.52550
1.WATER LINES ARE SHOWN GRAPHICALLY WITHOUT BEND FITTINGS. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO CONSTRUCT WATER LINES PER TOWN OF CARY STANDARD SPECIFICATIONS, USING PIPE
DEFLECTION AND FITTINGS, AS REQUIRED, TO AVOID CONFLICT WITH OTHER UTILITIES AND MEET TOWN OF CARY
SEPARATION REQUIREMENTS.
2.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES.
UTILITY PROFILE NOTES:
1.REFER TO C-1.1 - GENERAL NOTES. REFER TO UTILITY NOTES C-5.0 -
UTILITY PLAN
2.EXISTING UTILITY INFORMATION SHOWN IS BASED ON SURVEY AND
BEST INFORMATION AVAILABLE AT TIME OF PLAN SUBMITTAL.
3.FINAL PLACEMENT OF UTILITY SERVICES TO BE FIELD DETERMINED.
NOTES