Sketch Plan ATTH 06
TOWN OF MORRISVILLE PROJECT NO. __________
ATTH 06 ENGINEERING
Sketch Plan
REAL ENGINEERING, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF REAL ENGINEERING, INC.
PO BOX 58054 RALEIGH, NC 27658 (919) 539-7340 NCBELS FIRM NO: C-4406
R
REAL E
2017
INC
C
48" VINTAGE SQUARE PREMIUM MONROE FENCE (3-RAIL/FLAT TOP) (REFER TO DETAIL SHT L1.2) A
63 LF - 10' TYPE 'I' PERIMETER BUFFER (OPTION 2)
85°40'54"'
CI
X X
X
R22.00' R3.00' (TYP.)
CI ' .00 18 P.) (TY
TOWN OF MORRISVILLE PARKING LOT
13 X X
.50 23 P.) Y T (
120 LF - 15' TYPE 'C' PERIMETER BUFFER (OPTION 2)
R470.00' X
LP
WCR
X
A S N GI /W G O SC 30' R
UE N E V
131 LF - 6' HT. OPAQUE FENCE (REFER TO DETAIL SHT L1.2)
ET
4
DATE:
RE
LP
LP
R10.00' WCR 90°0'0"'
R10.00'
' 10
LP
LP 15
ALTENATE LANDSCAPE AREA TO MEET 131 LF 10' TYPE 'H' PERIMETER BUFFER (OPTION 2)
HATCHED AREA DENOTES COMMON OPEN SPACE #1 REQ'D: 1,924 SF (MIN. 5%) PROV'D: 477 SF (1,973 SF)
ALTENATE LANDSCAPE AREA TO MEET 64 LF 10' TYPE 'D' PERIMETER BUFFER (OPTION 2) HC SIGN (TYP. OF 2)
5 0' 9.0 P.) (TY
B LP WCR HC B
BIKE RACK (TYP. OF 2)
0'
8.0 0' 8.0
HC VAN 8.0
0'
8.0
4.5
0'
0'
ET RE ST 37 /W 6 CH 1 IC R URCSR BL CH N PU ' 60
LP
6' CONC. SIDEWALK (TYP.)
LP
R15.00'
LP
PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS DESCRIPTION
R39.00' A
DC
'
7'
0 5.0
0'
R15.00' 83°40'18"'
TRAFFIC CONTROL NOTES 1.
A B
MUTCD STD. R1-1 R7-8(A/D)
SIZE 24"x24" REFER TO DETAIL
2.
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 2LB GALVANIZED STEEL U-CHANNEL POST SET IN 3FT DEEP x 12IN DIA. CONCRETE FOOTING.
3.
ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. MARKING PARKING SPACES DIRECTIONAL ARROWS STOP BAR EDGE LINES EDGE LINES
4.
NCDOT STD. --1205.08 1205.01 1205.01 1205.01
SIZE 4IN STD. STD. 4IN 4IN
6.0
WCR
LEGEND
ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. SIGN STOP ACCESSIBLE PARKING
XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX DATE
.1
10
COLOR WHITE WHITE WHITE WHITE YELLOW
ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD-RESIN TYPE PAINT.
8 7 6 5 4 3 2 1 NO.
E:\2017\17004 - 222 Church Street - ToM\04 Construction\03-17004 Site.dwg, SITE, 11/2/2017 11:52:20 AM, danny
R15.00'
HEAVY-DUTY PAVING (2" BCSC TYPE-S 9.5B, 8" ABC) 5' CONC. SIDEWALK (TYP.)
LIGHT-DUTY PAVING (2" BCSC TYPE-S 9.5B, 6" ABC)
CONCRETE SIDEWALK (4" THICK 3000 PSI CONCRETE)
PRIVATE SCM ACCESS EASEMENT
HANDICAPPED ACCESSIBLE ROUTE
PRELIMINARY
NO WETLANDS EXIST ON-SITE
FLOODPLAINS EXIST ON-SITE NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES OF THE TOWN OF MORRISVILLE AND NCDOT
NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION
X
ST
' .00 60 P.) (TY
NORTH CAROLINA
9
DC
E
G
CI
LP
WAKE COUNTY,
PRIVATE SCM ACCESS EASEMENT (TYP.)
' .00 20
LP
17004
LP
PA
A
0 .0
' .00 24 P.) (TY
' .83 20
CI
R19.00' 0' 6.0 P.) Y (T
25
R112.00'
SEGMENTAL GRAVITY RETAINING WALL
FES
'
A
TOWN OF MORRISVILLE,
'
'
88°14'8"'
11-03-17
.09
DC
GRASSED BIORETENTION R530.00' CELL #1 EW SURFACE ELEV: 314.0
SCALE: 1" = 20'
A
62
.00
25
SCM OUTLET
RIP-RAP (TYP.)
DC
DC
LP
R88.00'
226/228 CHURCH STREET & 339 PAGE STREET
P
JOB NO:
' .97 18
E G A
R ST
"E '21 35 2° S3
142 LF - 10' TYPE 'I' PERIMETER BUFFER (OPTION 2)
T E E
SITE PLAN
HATCHED AREA DENOTES COMMON OPEN SPACE #2 REQ'D: 1,924 SF (MIN. 5%) PROV'D: 1,496 SF (1,973 SF)
SHEET SCALE IN FEET 0
10
20
40
60
80
C1.1
ATTH 06 ENGINEERING
Sketch Plan
REAL ENGINEERING, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF REAL ENGINEERING, INC.
PO BOX 58054 RALEIGH, NC 27658 (919) 539-7340 NCBELS FIRM NO: C-4406
R
REAL E
2017
INC
C
48" VINTAGE SQUARE PREMIUM MONROE FENCE (3-RAIL/FLAT TOP) (REFER TO DETAIL SHT L1.2) A
63 LF - 10' TYPE 'I' PERIMETER BUFFER (OPTION 2)
85°40'54"'
CI
X X
X
R22.00' R3.00' (TYP.)
CI ' .00 18 P.) (TY
TOWN OF MORRISVILLE PARKING LOT
13 X X
.50 23 P.) Y T (
120 LF - 15' TYPE 'C' PERIMETER BUFFER (OPTION 2)
R470.00' X
LP
WCR
X
A S N GI /W G O SC 30' R
UE N E V
131 LF - 6' HT. OPAQUE FENCE (REFER TO DETAIL SHT L1.2)
ET
4
DATE:
RE
LP
LP
R10.00' WCR 90°0'0"'
R10.00'
' 10
LP
LP 15
ALTENATE LANDSCAPE AREA TO MEET 131 LF 10' TYPE 'H' PERIMETER BUFFER (OPTION 2)
HATCHED AREA DENOTES COMMON OPEN SPACE #1 REQ'D: 1,924 SF (MIN. 5%) PROV'D: 477 SF (1,973 SF)
ALTENATE LANDSCAPE AREA TO MEET 64 LF 10' TYPE 'D' PERIMETER BUFFER (OPTION 2) HC SIGN (TYP. OF 2)
5 0' 9.0 P.) (TY
B LP WCR HC B
BIKE RACK (TYP. OF 2)
0'
8.0 0' 8.0
HC VAN 8.0
0'
8.0
4.5
0'
0'
ET RE ST 37 /W 6 CH 1 IC R URCSR BL CH N PU ' 60
LP
6' CONC. SIDEWALK (TYP.)
LP
R15.00'
LP
PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS PER COMMENTS DESCRIPTION
R39.00' A
DC
'
7'
0 5.0
0'
R15.00' 83°40'18"'
TRAFFIC CONTROL NOTES 1.
A B
MUTCD STD. R1-1 R7-8(A/D)
SIZE 24"x24" REFER TO DETAIL
2.
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 2LB GALVANIZED STEEL U-CHANNEL POST SET IN 3FT DEEP x 12IN DIA. CONCRETE FOOTING.
3.
ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. MARKING PARKING SPACES DIRECTIONAL ARROWS STOP BAR EDGE LINES EDGE LINES
4.
NCDOT STD. --1205.08 1205.01 1205.01 1205.01
SIZE 4IN STD. STD. 4IN 4IN
6.0
WCR
LEGEND
ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. SIGN STOP ACCESSIBLE PARKING
XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX XX-XX-XX DATE
.1
10
COLOR WHITE WHITE WHITE WHITE YELLOW
ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD-RESIN TYPE PAINT.
8 7 6 5 4 3 2 1 NO.
E:\2017\17004 - 222 Church Street - ToM\04 Construction\03-17004 Site.dwg, SITE, 11/2/2017 11:52:20 AM, danny
R15.00'
HEAVY-DUTY PAVING (2" BCSC TYPE-S 9.5B, 8" ABC) 5' CONC. SIDEWALK (TYP.)
LIGHT-DUTY PAVING (2" BCSC TYPE-S 9.5B, 6" ABC)
CONCRETE SIDEWALK (4" THICK 3000 PSI CONCRETE)
PRIVATE SCM ACCESS EASEMENT
HANDICAPPED ACCESSIBLE ROUTE
PRELIMINARY
NO WETLANDS EXIST ON-SITE
FLOODPLAINS EXIST ON-SITE NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES OF THE TOWN OF MORRISVILLE AND NCDOT
NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION
X
ST
' .00 60 P.) (TY
NORTH CAROLINA
9
DC
E
G
CI
LP
WAKE COUNTY,
PRIVATE SCM ACCESS EASEMENT (TYP.)
' .00 20
LP
17004
LP
PA
A
0 .0
' .00 24 P.) (TY
' .83 20
CI
R19.00' 0' 6.0 P.) Y (T
25
R112.00'
SEGMENTAL GRAVITY RETAINING WALL
FES
'
A
TOWN OF MORRISVILLE,
'
'
88°14'8"'
11-03-17
.09
DC
GRASSED BIORETENTION R530.00' CELL #1 EW SURFACE ELEV: 314.0
SCALE: 1" = 20'
A
62
.00
25
SCM OUTLET
RIP-RAP (TYP.)
DC
DC
LP
R88.00'
226/228 CHURCH STREET & 339 PAGE STREET
P
JOB NO:
' .97 18
E G A
R ST
"E '21 35 2° S3
142 LF - 10' TYPE 'I' PERIMETER BUFFER (OPTION 2)
T E E
SITE PLAN
HATCHED AREA DENOTES COMMON OPEN SPACE #2 REQ'D: 1,924 SF (MIN. 5%) PROV'D: 1,496 SF (1,973 SF)
SHEET SCALE IN FEET 0
10
20
40
60
80
C1.1
