PRELIMINARY SUBMISSIONNOT FOR CONSTRUCTION

3
HEIGHT LANE PRIVATE R.O.W. STAR ROAD R.O.W. VARIES (BM 2008, PG 701) PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE N16°56'02.74"E 342.61' L = 3 50 . 9 0 2 , R = 2 7 0 .0 0 0 D = 0 7 4 . 4 6 37 S88°36'08.00"E 859.49' 30' SETBACK 30' SETBACK 40' RESIDENTIAL BUFFER 30' SETBACK 40' RESIDENTIAL BUFFER 30' SETBACK 10' SETBACK 10' SETBACK 30' SETBACK V V V V V V V PROPOSED CHARTER SCHOOL BEGIN VEHICLE STACKING PROPOSED VEHICLE STACKING (310 LF) PROPOSED DUMPSTER ENCLOSURE 100' DROP OFF ZONE BYPASS LANE BYPASS LANE STORMWATER MANAGEMENT FACILITY STORMWATER MANAGEMENT FACILITY PROPOSED TREE SAVE AREA PROPOSED TREE SAVE AREA PROPOSED TREE SAVE AREA PROPOSED TREE SAVE AREA PROPOSED VEHICLE STACKING (1,040 LF) PROPOSED VEHICLE STACKING (1,070 LF) PROPOSED VEHICLE STACKING (310 LF) 6' CHAINLINK FENCE DESCRIPTION: Issue Date: Job Number: Drawn By: Checked By: Drawing Title: TRB ER/ND CASA Esperanza BC Construction Group 04.05.2021 2020-10 Wake Forest, NC Montessori Charter School 10510 Star Road Drawing Name: S:\Projects\BCCG\Casa Esperanza\D Design\06 CAD\AutoCAD\Civil\C2\CEMC_C2_OVRL.dwg Date last accessed: 3/31/2021 9:52 AM Date last plotted: 3/31/2021 10:00 AM Plotted By: Thomas Bock CPL | Architecture Engineering Planning CPLteam.com 1620 HILLSBOROUGH ST. SUITE A RALEIGH, NC 27605 NC ENGINEERING FIRM LICENSE NO. C-2194 New K-8 Program PRELIMINARY SUBMISSION NOT FOR CONSTRUCTION These documents, as instruments of service, and the design represented are the property of BCCG | CPL. Use of these documents or the design without the written authorization of BCCG | CPL is prohibited. The files attached hereto are and shall remain the exclusive property of BCCG | CPL. Any re-use, changes, amendments, derivations or other re-transmission of these files, without the express written consent of BCCG | CPL, is prohibited. All information is the sole property of BCCG | CPL and is protected as follows: The attached documents, as instruments of service, and the designs represented are protected by copywrite act (title 17 u.s. code / section 102) and are the sole property of BCCG | CPL. CR 2020. 9829 Spencer Road - Suite 101 Brighton, MI 48116 810-225-2001 www.bccgp.com OVERALL SITE PLAN C-200 LEGEND: VISITOR/SHORT TERM PARKING SPACE V GENERAL NOTES: 1. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH NC ACCESSIBILITY CODE AND ICC A117.1

Transcript of PRELIMINARY SUBMISSIONNOT FOR CONSTRUCTION

Page 1: PRELIMINARY SUBMISSIONNOT FOR CONSTRUCTION

HEIGHT LANEPRIVATE R.O.W.

STA

R RO

AD

R.O

.W. V

ARI

ES(B

M 2

008,

PG

701

)

PROPOSED PROPERTY LINEPROPOSED PROPERTY LINE

PROPOSED PROPERTY LINE

N16

°56'

02.7

4"E

342.

61'

L=350.902, R=270.000

D=074.4637

S88°36'08.00"E859.49'

30' S

ETBACK

30' SETBACK

40' RESIDENTIAL BUFFER30' SETBACK

40' RESIDENTIAL BUFFER

30' S

ETBA

CK

10' SETBACK

10' SETBACK

30' S

ETBA

CK

VV V V

VVV

PROPOSED CHARTER SCHOOL

BEGIN VEHICLE STACKING

PROPOSED VEHICLESTACKING (310 LF)

PROPOSED DUMPSTER ENCLOSURE

100' DROP OFF ZONE

BYPASS LANE

BYPASS LANE

STORMWATER MANAGEMENT FACILITY

STORMWATER MANAGEMENT FACILITY

PROPOSED TREE SAVE AREA

PROPOSED TREE SAVE AREA

PROPOSED TREE SAVE AREA

PROPOSED TREE SAVE AREA

PROPOSED VEHICLESTACKING (1,040 LF)

PROPOSED VEHICLESTACKING (1,070 LF)

PROPOSED VEHICLESTACKING (310 LF)

6' CHAINLINK FENCE

DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:

TRB

ER/ND

CA

SA

E

sp

era

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BC

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04.05.2021

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Drawing Name: S:\Projects\BCCG\Casa Esperanza\D Design\06 CAD\AutoCAD\Civil\C2\CEMC_C2_OVRL.dwg Date last accessed: 3/31/2021 9:52 AM Date last plotted: 3/31/2021 10:00 AM Plotted By: Thomas Bock

CPL | Architecture Engineering Planning

CPLteam.com

1620 HILLSBOROUGH ST. SUITE ARALEIGH, NC 27605

NC ENGINEERING FIRM LICENSE NO. C-2194

Ne

w K

-8

P

ro

gra

m

PRELIMINARY SUBMISSION

NOT FOR CONSTRUCTION

These documents, as instruments of service, and the design

represented are the property of BCCG | CPL.

Use of these documents or the design without the written authorization

of BCCG | CPL is prohibited.

The files attached hereto are and shall remain the exclusive property of

BCCG | CPL. Any re-use, changes, amendments, derivations or other

re-transmission of these files, without the express written consent of

BCCG | CPL, is prohibited.

All information is the sole property of BCCG | CPL and is protected as

follows: The attached documents, as instruments of service, and the

designs represented are protected by copywrite act

(title 17 u.s. code / section 102) and are the sole property of

BCCG | CPL.

CR 2020.

9829 Spencer Road - Suite 101

Brighton, MI 48116 810-225-2001

www.bccgp.com

OVERALL SITE PLAN

C-200

LEGEND:VISITOR/SHORT TERMPARKING SPACE V

GENERAL NOTES:1. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED

IN ACCORDANCE WITH NC ACCESSIBILITY CODE AND ICC A117.1

AutoCAD SHX Text
SIGN
AutoCAD SHX Text
30' PERPETUAL EASEMENT FOR HIGHWAY PURPOSES DB 2489, PG 126
AutoCAD SHX Text
CP
AutoCAD SHX Text
CAROLYN THOMAS PARCEL ID: 0007599 DB 15-E, PG 468 USE: SINGLE FAMILY
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6.5' WOODEN FENCE
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INV=324.03'
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INV=322.67'
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FES INV=320.90'
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WETLANDS DESIGNATED BY THREE OAKS ENGINEERING PROVIDED ON JANUARY 25, 2021 (PENDING USCOE/NCDEM VERIFICATION)
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FES INV=312.61'
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FES INV=312.03'
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4' WIRE FENCE
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FES INV=313.07'
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BROKEN ASPHALT & GRAVEL ROAD
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TRIPLE YI TOP= 325.59' INV IN 24" RCP (SE)= 322.47'
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ABANDONED TRAILER ENCROACHES ONTO PROPERTY
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SURVEY LIMITS
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RIPRAP
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
CONCRETE DITCH
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THOMPSON WAKE FOREST PROPERTIES, LLC DB 10117, PG 20 LOT 2 BM 1986, PG 1923 PARCEL ID: 0043448 568,166 SF/ 13.04 ACRES
AutoCAD SHX Text
15"RCP
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24"RCP
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24"RCP
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CONTROL CORNER NC GRID COORDS. (2011) N: 794,023.23 E: 2,135,389.15 ELEV: 319.14' (NAVD 88)
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FLUME
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DITCH CENTERLINE
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BC
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BC
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BC
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BC
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BC
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BC
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BC
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EP
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EP
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EP
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BC
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CC
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WV
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WV
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HYD
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RIPRAP
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SIGN
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WV
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WV
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CP
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CP
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EP
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WV
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WV
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EP
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SIGN
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SIGN
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SIGN
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SIGN
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T
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C
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TEL BOX
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CATV BOX
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N 84°54'49" E 1284.54' (TOTAL)
AutoCAD SHX Text
EIS(0.2'SOUTH)
AutoCAD SHX Text
IPS
AutoCAD SHX Text
581.60'
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LIVING WORD FAMILY CHURCH, INC. PARCEL ID: 0150944 DB 8266, PG 1755 USE: CHURCH
AutoCAD SHX Text
STAR ROAD LLC PARCEL ID: 0044141 DB 17972, PG 2192 USE: SINGLE FAMILY
AutoCAD SHX Text
CHARLES T. & BEVERLY HEIGHT PARCEL ID: 0029907 DB 3366, PG 550 USE: SINGLE FAMILY
AutoCAD SHX Text
ELIZABETH RAY STITT PARCEL ID: 0012251 DB 17783, PG 816 USE: VACANT
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N 88°36'08" W 1121.60'(TOTAL)
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778.43'
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702.94'
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C1
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C2
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343.16'
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S 04°46'05" E 163.96'
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40.35'
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S 18°04'08" W
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S 03°37'10" W
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42.37' (TIE)
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S 04°26'30" W
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140.62' (TIE)
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IP (BENT)
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IP
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IP
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IP
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IP
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IP
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IP
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IP
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IP
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IP
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IP
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STREAM DESIGNATED BY THREE OAKS ENGINEERING PROVIDED ON JANUARY 25, 2021 (PENDING USCOE/NCDEM VERIFICATION)
AutoCAD SHX Text
RIPARIAN BUFFER (PENDING USCOE/NCDEM VERIFICATION)
AutoCAD SHX Text
0
AutoCAD SHX Text
40
AutoCAD SHX Text
80
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1 INCH = 40 FEET
AutoCAD SHX Text
20
Page 2: PRELIMINARY SUBMISSIONNOT FOR CONSTRUCTION

HEIGHT LANEPRIVATE R.O.W.

STA

R RO

AD

R.O

.W. V

ARI

ES(B

M 2

008,

PG

701

)

PROPOSED PROPERTY LINE

PROPOSED CHARTER SCHOOL

PROPOSED PARKINGAREA (76 SPACES)

30' SETBACK

40' RESIDENTIAL BUFFER

10' SETBACK

30' S

ETBA

CK

VV V V

VVV

PROPOSED TREE SAVE AREA

10'

10'

10'

10'

10'

8'10

'

20'

20'

16'

6'

5'

11' 5'

5'5'

6'

6'

10'

70'

6'

5'

5'

9'6'

9'6'

12'

9'

18.5

'

26'

12' 22'

8'

12'

6'

18'

29'

21'

267'135'

34' 19'

28'

36'

21'

15'

9'7'

15'

11'

226'

80'

98'

38'

8'

78'47' 5' 121'

157'34

'

20.5

'16

'

10.4'

23.7

' 9'

20.5

' 9'

23.7

'

10.4'

143'

6'15'

15'

177'

18'

103'

8'

18.5

'

9'

34'

8.5'

11'

5'

9'

12'

BICYCLE PARKINGAREA (32 SPACES)

PROPOSED PARKINGAREA (49 SPACES) 6' WIDE THICKENED EDGE

CONCRETE SIDEWALK/CURB

PROPOSED DUMPSTER ENCLOSURE

BYPASS LANE

VISITOR/SHORT TERMPARKING SPACESAND SIGN (TYP. OF 3)

ONE WAY AND DO NOTENTER SIGN (TYP. OF 2)

ONE WAY SIGN (TYP. OF 2)

WHITE STRAIGHT ARROWPAVEMENT MARKING (TYP.)

10'x70' SIGHTTRIANGLE (TYP. OF 2)

PROPOSED CONCRETECURB AND GUTTER (TYP.)

HEAVY DUTY ASPHALT PAVEMENT (TYP.)

STANDARD DUTY ASPHALTPAVEMENT (TYP.)

HEAVY DUTY ASPHALT PAVEMENT (TYP.)

HEAVY DUTY ASPHALT PAVEMENT (TYP.)

STANDARD DUTY ASPHALTPAVEMENT (TYP.)

STANDARD DUTY ASPHALTPAVEMENT (TYP.)

STANDARD DUTY ASPHALTPAVEMENT (TYP.)

HEAVY DUTY ASPHALTPAVEMENT (TYP.)

WHITE DASHED PAVEMENT STRIPING (TYP.)

WHITE DASHED PAVEMENT STRIPING (TYP.)

WHITE STRAIGHT ARROWPAVEMENT MARKING (TYP.)

WHITE HATCHED PAVEMENT STRIPING

ACCESSIBLEPARKING STRIPINGAND SIGN (TYP. OF 5)

VISITOR PARKINGSIGN (TYP. OF 4)

2' WIDE CONCRETE FLUME

R = 25' (TYP.)

R = 25' (TYP.)R = 25'

R = 25'

R = 25'

ONE WAY AND DO NOTENTER SIGN (TYP. OF 2)

R = 25'

R = 3'R = 30'

R = 5'

R = 15'

R = 5'

R = 36'

R = 5'R = 3'

R = 35'

R = 25'R = 5' R = 100'

R = 100'

R = 20'

R = 5'

R = 5'

R = 5'

8' WIDE CONCRETE SIDEWALKCENTERED ON DOORWAY (TYP. OF 5)

R = 10'

R = 5'

R = 25'

R = 515'R = 10'

R = 5' (TYP.)

R = 10'R = 10' (TYP. OF 3)

5' WIDE CONCRETE SIDEWALK

5' WIDE THICKENED EDGECONCRETE SIDEWALK/CURB10' WIDE THICKENED EDGE

CONCRETE SIDEWALK/CURB

5' WIDE CONCRETESIDEWALK

R = 20'

6' WIDE THICKENED EDGECONCRETE SIDEWALK/CURB

8' WIDE THICKENED EDGECONCRETE SIDEWALK/CURB

CONCRETE CURBAND GUTTER

DUMPSTER ENCLOSURE CONCRETE APRON

R = 10'R = 5'

PROPOSED STORMWATERMANAGEMENT FACILITIES

PROPOSED CONCRETECURB AND GUTTER (TYP.)

STOP SIGNAND STOP BAR

4' HIGH FENCE

FENCE GATE (TYP. OF 2)

62'

24'

1,500 SF CONCRETE PATIO

DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:

TRB

ER/ND

CA

SA

E

sp

era

nza

BC

C

on

stru

ctio

n G

ro

up

04.05.2021

2020-10

Wa

ke

F

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st, N

C

Mo

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sso

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ha

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10

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d

Drawing Name: S:\Projects\BCCG\Casa Esperanza\D Design\06 CAD\AutoCAD\Civil\C2\CEMC_C2_SITE.dwg Date last accessed: 3/31/2021 9:44 AM Date last plotted: 3/31/2021 10:01 AM Plotted By: Thomas Bock

CPL | Architecture Engineering Planning

CPLteam.com

1620 HILLSBOROUGH ST. SUITE ARALEIGH, NC 27605

NC ENGINEERING FIRM LICENSE NO. C-2194

Ne

w K

-8

P

ro

gra

m

PRELIMINARY SUBMISSION

NOT FOR CONSTRUCTION

These documents, as instruments of service, and the design

represented are the property of BCCG | CPL.

Use of these documents or the design without the written authorization

of BCCG | CPL is prohibited.

The files attached hereto are and shall remain the exclusive property of

BCCG | CPL. Any re-use, changes, amendments, derivations or other

re-transmission of these files, without the express written consent of

BCCG | CPL, is prohibited.

All information is the sole property of BCCG | CPL and is protected as

follows: The attached documents, as instruments of service, and the

designs represented are protected by copywrite act

(title 17 u.s. code / section 102) and are the sole property of

BCCG | CPL.

CR 2020.

9829 Spencer Road - Suite 101

Brighton, MI 48116 810-225-2001

www.bccgp.com

MA

TCH

TO D

WG

. NO

. C20

2 (L

EFT)

SITE PLAN (WEST)

C-201

AutoCAD SHX Text
SIGN
AutoCAD SHX Text
30' PERPETUAL EASEMENT FOR HIGHWAY PURPOSES DB 2489, PG 126
AutoCAD SHX Text
6.5' WOODEN FENCE
AutoCAD SHX Text
INV=324.03'
AutoCAD SHX Text
INV=322.67'
AutoCAD SHX Text
FES INV=320.90'
AutoCAD SHX Text
4' WIRE FENCE
AutoCAD SHX Text
FES INV=312.61'
AutoCAD SHX Text
FES INV=312.03'
AutoCAD SHX Text
4' WIRE FENCE
AutoCAD SHX Text
DOUBLE YI TOP= 316.91' CENTERLINE INV= 313.29'
AutoCAD SHX Text
FES INV=313.07'
AutoCAD SHX Text
BROKEN ASPHALT & GRAVEL ROAD
AutoCAD SHX Text
SURVEY LIMITS
AutoCAD SHX Text
CONCRETE RAISED MEDIAN
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
CONCRETE DITCH
AutoCAD SHX Text
CONCRETE DITCH
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
FLUME
AutoCAD SHX Text
DITCH CENTERLINE
AutoCAD SHX Text
BC
AutoCAD SHX Text
BC
AutoCAD SHX Text
BC
AutoCAD SHX Text
BC
AutoCAD SHX Text
BC
AutoCAD SHX Text
BC
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
BC
AutoCAD SHX Text
12"W
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12"W
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WV
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WV
AutoCAD SHX Text
HYD
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RIPRAP
AutoCAD SHX Text
SIGN
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CP
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CP
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
WV
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WV
AutoCAD SHX Text
EP
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
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SIGN
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SIGN
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SIGN
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SIGN
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SIGN
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SIGN
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SIGN
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SIGN
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SIGN
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T
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C
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TEL BOX
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CATV BOX
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SIGN
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N 84°54'49" E 1284.54' (TOTAL)
AutoCAD SHX Text
IPS
AutoCAD SHX Text
LIVING WORD FAMILY CHURCH, INC. PARCEL ID: 0150944 DB 8266, PG 1755 USE: CHURCH
AutoCAD SHX Text
STAR ROAD LLC PARCEL ID: 0044141 DB 17972, PG 2192 USE: SINGLE FAMILY
AutoCAD SHX Text
CHARLES T. & BEVERLY HEIGHT PARCEL ID: 0029907 DB 3366, PG 550 USE: SINGLE FAMILY
AutoCAD SHX Text
N 88°36'08" W 1121.60'(TOTAL)
AutoCAD SHX Text
702.94'
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C2
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343.16'
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S 03°37'10" W
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42.37' (TIE)
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S 04°26'30" W
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140.62' (TIE)
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IP
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IP
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IP
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0
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30
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60
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1 INCH = 30 FEET
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15
Page 3: PRELIMINARY SUBMISSIONNOT FOR CONSTRUCTION

SEA

BOA

RD C

OA

ST LI

NE

RAILR

OA

D

(80'

R.O

.W.)

(BM

198

6, P

G 1

923)

PROPOSED PROPERTY LINE

PROPOSED PROPERTY LINE

PRO

POSE

D PR

OPE

RTY

LINE

N16

°56'

02.7

4"E

342.

61'

L=350.902, R=270.000

D=074.4637

S88°36'08.00"E859.49'

30' S

ETBACK

30' SETBACK

40' RESIDENTIAL BUFFER

30' S

ETBA

CK

10' SETBACK

PROPOSED TREE SAVE AREA

PROPOSED TREE SAVE AREA

PROPOSED TREE SAVE AREA

10'

10'

10'

10'

6'

21'

STANDARD DUTY ASPHALTPAVEMENT (TYP.)

STANDARD DUTY ASPHALTPAVEMENT (TYP.)

WHITE DASHED PAVEMENT STRIPING (TYP.)

WHITE DASHED PAVEMENT STRIPING (TYP.)

WHITE STRAIGHT ARROWPAVEMENT MARKING (TYP.)

WHITE STRAIGHT ARROWPAVEMENT MARKING (TYP.)

R = 10'

6' WIDE CONCRETE SIDEWALK

6' WIDE CONCRETESIDEWALK

PROPOSED STORMWATERMANAGEMENT FACILITIES

6' CHAINLINK FENCE

5' WIDE SWING GATE

DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:

TRB

ER/ND

CA

SA

E

sp

era

nza

BC

C

on

stru

ctio

n G

ro

up

04.05.2021

2020-10

Wa

ke

F

ore

st, N

C

Mo

nte

sso

ri C

ha

rte

r S

ch

oo

l

10

51

0 S

ta

r R

oa

d

Drawing Name: S:\Projects\BCCG\Casa Esperanza\D Design\06 CAD\AutoCAD\Civil\C2\CEMC_C2_SITE.dwg Date last accessed: 3/31/2021 9:44 AM Date last plotted: 3/31/2021 10:01 AM Plotted By: Thomas Bock

CPL | Architecture Engineering Planning

CPLteam.com

1620 HILLSBOROUGH ST. SUITE ARALEIGH, NC 27605

NC ENGINEERING FIRM LICENSE NO. C-2194

Ne

w K

-8

P

ro

gra

m

PRELIMINARY SUBMISSION

NOT FOR CONSTRUCTION

These documents, as instruments of service, and the design

represented are the property of BCCG | CPL.

Use of these documents or the design without the written authorization

of BCCG | CPL is prohibited.

The files attached hereto are and shall remain the exclusive property of

BCCG | CPL. Any re-use, changes, amendments, derivations or other

re-transmission of these files, without the express written consent of

BCCG | CPL, is prohibited.

All information is the sole property of BCCG | CPL and is protected as

follows: The attached documents, as instruments of service, and the

designs represented are protected by copywrite act

(title 17 u.s. code / section 102) and are the sole property of

BCCG | CPL.

CR 2020.

9829 Spencer Road - Suite 101

Brighton, MI 48116 810-225-2001

www.bccgp.com

SITE PLAN (EAST)

C-202

MA

TCH

TO D

WG

. NO

. C20

1 (R

IGHT

)

AutoCAD SHX Text
CP
AutoCAD SHX Text
CAROLYN THOMAS PARCEL ID: 0007599 DB 15-E, PG 468 USE: SINGLE FAMILY
AutoCAD SHX Text
ABANDONED TRAILER ENCROACHES ONTO PROPERTY
AutoCAD SHX Text
CENTER LINE OF RAILROAD (ESTABLISHED FROM MIDPOINT BETWEEN RAILS)
AutoCAD SHX Text
THOMPSON WAKE FOREST PROPERTIES, LLC DB 10117, PG 20 LOT 2 BM 1986, PG 1923 PARCEL ID: 0043448 568,166 SF/ 13.04 ACRES
AutoCAD SHX Text
BC
AutoCAD SHX Text
CC
AutoCAD SHX Text
EIS(0.2'SOUTH)
AutoCAD SHX Text
S 16°56'03" W 500.79'
AutoCAD SHX Text
581.60'
AutoCAD SHX Text
ELIZABETH RAY STITT PARCEL ID: 0012251 DB 17783, PG 816 USE: VACANT
AutoCAD SHX Text
778.43'
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C1
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S 04°46'05" E 163.96'
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40.35'
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S 18°04'08" W
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IP (BENT)
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(0.3' EAST OF PROPERTY CORNER)
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IP
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IP
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IP
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IP
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IP
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IP
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1 INCH = 30 FEET
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15
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0
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30
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60