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TTRANSSAACRII7ONNUMBER' 228051
REFERENCE IDS SP -65-011
PROJECT: WAKE COUNTY CONTINUUM OF CARE FACILITY
OWNER: WAKE COUNTY
OVNER CONTACT. MARK FORES71ERI
AD BOX 550 SUITE 1201
RALEIGH. NC 27802
RALEIGH. NC 27610
919 -BW -6356
DESIGNER: CLH DESIGN. PA
DESIGNER CONTACT: TERRY NARANJO
400 REGENCY FOREST DRIVE
SUITE 120
CARY, NC 27518
PHONE [phone]
FAX. [phone]
PROJECT ADDRESS 300 MERRELL DRIVE, RALEIGH. NC 27610
PIN. 17244011117
DEED REFERENCE: DB 2005 PG 1650
CURRENT ZONING: Odd -1
EXISTING USE: VACANT
PROPOSED USE MENTAL HEALTH FACILITY
TRACT AREA: 18.924 ACRES
CAU 91.GG. SAI BI.12a
EXTERIOR FOOTPRINT. 19.962 SF IA074 SF
FIRST FLOOR AREA: 19.929 SF 12927 SF
SECOND FLOOR AREA 19.929 SF A268 SF
GROSS FLOOR AREA: 39.858 SF 19.195 SF
FLOOR AREA RATIO: 1.356 ACRES/1a924 ACRES = ZI6X
PROPOSED BUILDING HEIGHT. 33'-6' 28'-0'
MAX. BUILDING HEIGHT: 40 -FT.
VEHICULAR SURFACE AREA: 88.615 SF (1.99 ACRES)
IMPERVIOUS SURFACE AREA 151.401 SF (18.41)
DISTURBED AREA WAS ACRES
PARKING Rte' =(.-
PARKING CODE. 1 SP / 2 BEDS HOSPITAL USE)
1 SP / 300 SF OFFICE USE)
6 SP / DOCTOR (CLINICAL USE)
CAU BUILDING: 32 BEDS, 4800 SF OFFICE SPACE 32 SPACES
SAU BUILDING 16 BEDS. 13500 SF OFFICE SPACE, 4 DOCTORS 77 SPACES
TOTAL SPACES REOD. 109 SPACES
TOTAL SPACES PROVIDED: 134 SPACES
TOTAL H/C SPACES REO'D: 5 WITH 1 BEING VAN ACCESSIBLE)
TOTAL H/C SPACES PROVIDED: 8 WITH 2 BEING VAN ACCESSIBLE)
NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
AND/OR NCDOT STANDARDS AND SPECIFICATIONS
2 THIS WAKE COUNTY PROJECT IS EXEMPT FROM CITY OF RALEIGH STORMWATER
REGULATIONS
SCALE 1:1000
Swam SHEET INDEX
SHEET NUMBER
�MIBa
C-001
an
C-101
M iM{ ro 5!B
C-102
STAKING PUN AREA 2
C-103
feY fnnls-�o-efo
C-104
R -M VMWT
C-201
EXISTING CONDITIONS AND DEMOUTION PLAN AREA 1
r
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BASKETBALLri l {.
COURT I STORMWAIIR _ - — .
I WETLAND • yyyy1�1, Iia
if
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CENTER UNE OF
6 1
\\ • /' % r
If
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�I nl I i 4 W ` P PRAOPOCCESSSED
I BMAND
I Ii IMAINTENANCE
IRI J TURN LANE JI EASEMENT
�I I U 40' SANITARY SEWER
UMI7S OF CITY OF RALEIGH U EASEMENT N
ii SUNNYBROOK IMPROVEMENT PUN
,q I
I
EXISTING FLOODPLAIN�
- � I BOUNDARY
O
'?/pBUFFERED STREAM
-Tt- / �R/CIN a TOP OF BANK
\ /
+ NEW DRIVEWAY 60' TYPE D TRANSITIONAL PROTECTIVE YARD
I / PROPERTY \ �\ 0 • — _
BOUNDARY \ �` _ i.y `-77 ..I
! 30' CPdt EASEMENT _
- 5_SIDE YARD . .
�� \ \
----------------------------------------------- / / ------------------------ _
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TTRANSSAACRII7ONNUMBER' 228051
REFERENCE IDS SP -65-011
PROJECT: WAKE COUNTY CONTINUUM OF CARE FACILITY
OWNER: WAKE COUNTY
OVNER CONTACT. MARK FORES71ERI
AD BOX 550 SUITE 1201
RALEIGH. NC 27802
RALEIGH. NC 27610
919 -BW -6356
DESIGNER: CLH DESIGN. PA
DESIGNER CONTACT: TERRY NARANJO
400 REGENCY FOREST DRIVE
SUITE 120
CARY, NC 27518
PHONE [phone]
FAX. [phone]
PROJECT ADDRESS 300 MERRELL DRIVE, RALEIGH. NC 27610
PIN. 17244011117
DEED REFERENCE: DB 2005 PG 1650
CURRENT ZONING: Odd -1
EXISTING USE: VACANT
PROPOSED USE MENTAL HEALTH FACILITY
TRACT AREA: 18.924 ACRES
CAU 91.GG. SAI BI.12a
EXTERIOR FOOTPRINT. 19.962 SF IA074 SF
FIRST FLOOR AREA: 19.929 SF 12927 SF
SECOND FLOOR AREA 19.929 SF A268 SF
GROSS FLOOR AREA: 39.858 SF 19.195 SF
FLOOR AREA RATIO: 1.356 ACRES/1a924 ACRES = ZI6X
PROPOSED BUILDING HEIGHT. 33'-6' 28'-0'
MAX. BUILDING HEIGHT: 40 -FT.
VEHICULAR SURFACE AREA: 88.615 SF (1.99 ACRES)
IMPERVIOUS SURFACE AREA 151.401 SF (18.41)
DISTURBED AREA WAS ACRES
PARKING Rte' =(.-
PARKING CODE. 1 SP / 2 BEDS HOSPITAL USE)
1 SP / 300 SF OFFICE USE)
6 SP / DOCTOR (CLINICAL USE)
CAU BUILDING: 32 BEDS, 4800 SF OFFICE SPACE 32 SPACES
SAU BUILDING 16 BEDS. 13500 SF OFFICE SPACE, 4 DOCTORS 77 SPACES
TOTAL SPACES REOD. 109 SPACES
TOTAL SPACES PROVIDED: 134 SPACES
TOTAL H/C SPACES REO'D: 5 WITH 1 BEING VAN ACCESSIBLE)
TOTAL H/C SPACES PROVIDED: 8 WITH 2 BEING VAN ACCESSIBLE)
NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
AND/OR NCDOT STANDARDS AND SPECIFICATIONS
2 THIS WAKE COUNTY PROJECT IS EXEMPT FROM CITY OF RALEIGH STORMWATER
REGULATIONS
SCALE 1:1000
Swam SHEET INDEX
SHEET NUMBER
SHEET TITTLE
C-001
OVERALL PLAN
C-101
STAKING PLAN AREA 1
C-102
STAKING PUN AREA 2
C-103
SUNNYBROOK ROAD PUN AND PROFILE
C-104
STAKING PUN ENLARGEMENTS
C-201
EXISTING CONDITIONS AND DEMOUTION PLAN AREA 1
C-202
EXISTING CONDITIONS AND DEMOLITION PLAN AREA 2
C-301
GRADING AND DRAINAGE PLAN AREA 1
C-302
GRADING AND DRAINAGE PUN AREA 2
C-401
EROSION AND SEDIMENT CONTROL PUN AREA 1
C-402
EROSION AND SEDIEMENT CONTROL PUN AREA 2
C-501
UTIUTY PUN AREA 1
C-502
UTIUTY PUN AREA 2
C-503
SANITARY SEVER PLAN AND PROFILE
C-504
PUBLIC WATER PUN AND PROFILE
C-505
PRIVATE WATER PUN AND PROFILE
C-601
LANDSCAPING AREA 1
C-602
LANDSCAPING AREA 2
C-603
TREE CONSERVATION PLAN AREA 1
C-604
TREE CONSERVATION PLAN AREA 2
C-605
LANDSCAPE PLAN ENLARGEMENTS
C-606
IRRIGATION PUN -
C'228-`w`�" UPGRADE PLANS (1 OF 2)
C228 SIGNAL UPGRADE PLANS (2 OF 2 )
PHASE NUMBER(S):
1
PUBLIC WATER (LF):
115
NUMBER OF LOT(S):
1
PUBLIC SEVER (LF}
0
LOT NUMBERS) BY PHASE
1
PRIVATE WATER (L):
1,570
NUMBER OF UNITS
2
PRIVATE SEVER (LF):
775
LIVABLE BUILDINGS
0
PUBLIC STREET (LF):
250
OPEN SPACE:
1
PUBLIC SIDEWALK (L-:
85
NUMBER OF OPEN SPACE LOTS
0
GRAPHIC SCALE
( IN I''IZT
1 Ince - 60 1E,
5
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
FORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
$/U.5/U-I
MEMBERS OF THE AMERICAN INSTITUTE OFARCHITECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSKXII
FROM L33PASSOCLATES LTD.
REVISIONS:
I No. I Description I Date I
3. SANITARYSEWERREVISION 724r"9
4. CITY OF RALEIGH PERMIT 8/03/2009
CHANGES
PROJECT
CLH
DATE:
DESIGN
DRAWN BY:
CYN Mmtpn, PA
CHECKED BY.'
NX! lA,w,wy forst a:
� 27Sfe
Pmm�m: ars..Tlae7fe
7br. ere..Tra7ere
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
$/U.5/U-I
MEMBERS OF THE AMERICAN INSTITUTE OFARCHITECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSKXII
FROM L33PASSOCLATES LTD.
REVISIONS:
I No. I Description I Date I
3. SANITARYSEWERREVISION 724r"9
4. CITY OF RALEIGH PERMIT 8/03/2009
CHANGES
PROJECT
8401-074730
DATE:
05.27.09
DRAWN BY:
TNI RBT
CHECKED BY.'
JPK
OVERALL
PLAN
C-001
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

0
C
B
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47.87
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8760
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256.00
41.58
20.83
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47.87
NO2'48'34'W
8760
6'31'20'
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00' R/W
45.5'
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I
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---
________________N
----------------__-- 50' CPffiL EASEMENT
DB 2043 PG 132
IF
a BRIAN CENTER OF RALEIGH, NO RIPLEY STATION LIMITED PARTNERSHIP I
C/O MARINER HEALTH CARE TAX DEPT. DB 6746 PG 905 _ ___ _------------ 1_
DB 3192 PG 854 PIN( 1724.18-40-2645-_+ _
lil PIN/ 1724.18-30-7536 OM -1. APARTMENTS _
t OM -1, VACANT _____ -- _
11 ______-_____ _____________ _
1 I --- �_----- A K ---------------- K ' CITY EASEMENT
-PF
15 E
_ A
11 1 N ���_ 5 ID D E A A
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EYR STB C .
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111
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-AREA 2-30' TYIPE B TRANSITIONAL PROTECTIVE YARD
liu I I I �-- AREA 3-60' TYPE B TRANSITIONAL PROTECTIVE YARD
iii i i L �5f.72•
IPF o�La�Bf_QtiE 0 I 201.5'
FIRS LANE �+
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I AREA 1-80 TYPE B TRANSITIDNAL PROTECTIVE YARD
�___ ___
IIL M
ISLA
I
LINE TABLE
L
CURVE TABLE
I
LENGTH
H
CURVE
RADIUS
LENGTH
ANGELA
BEARING
CHORD
DELTA
C1
770.00
8765
47.87
NO2'48'34'W
8760
6'31'20'
C2
256.00
41.58
20.83
51034'30'W
41.53
978'20'
n
I
__ I --------------------- -------------------------
--------
-------------------
---
________________N
----------------__-- 50' CPffiL EASEMENT
DB 2043 PG 132
IF
a BRIAN CENTER OF RALEIGH, NO RIPLEY STATION LIMITED PARTNERSHIP I
C/O MARINER HEALTH CARE TAX DEPT. DB 6746 PG 905 _ ___ _------------ 1_
DB 3192 PG 854 PIN( 1724.18-40-2645-_+ _
lil PIN/ 1724.18-30-7536 OM -1. APARTMENTS _
t OM -1, VACANT _____ -- _
11 ______-_____ _____________ _
1 I --- �_----- A K ---------------- K ' CITY EASEMENT
-PF
15 E
_ A
11 1 N ���_ 5 ID D E A A
I � � N82'3929'E S
5 SIDE YARDV�S 113 t3
30' CITY 0 wo
EYR STB C .
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1 G
111
----------------
IPF--------------
I it il-----�---�-----------------------
--------------------------------------�' _ -
-AREA 2-30' TYIPE B TRANSITIONAL PROTECTIVE YARD
liu I I I �-- AREA 3-60' TYPE B TRANSITIONAL PROTECTIVE YARD
iii i i L �5f.72•
IPF o�La�Bf_QtiE 0 I 201.5'
FIRS LANE �+
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�___ ___
IIL M
ISLA
I
(15"1440") II
II 10r C.P.& L.
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D .2937 PG.537
TRAFFIC SIGNAL
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+ SEE ENLARGED
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SHEETC-104 r
CAU
BUILDING
FFE 288 J
W
ic-
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W
//�` a
/ d \ W W
SEE SHEET C-711 FOR TEMPORARY TRAFFIC
DETAILS ASSOCIATED WITH IMPROVEMENTS TO
SUNNYBROOK ROAD AND SIDEWALK
CLOSURES AND DETOUR. SIDEWALK ALONG
STE FRONTAGE WILL PERIODICALLY BE
ROUTED TO DETOUR THROUGHOUT
CONSTRUCTION
(AUGUST 2009 - OCTOBER 2010)
20'
72'
LINE TABLE
L
LINE
I
LENGTH
H
LIj
S02-20'24"El
30.04
I�
I�
8.40
i
STANDARD
AISLE
ly
li�
a
STALL
I�
I�
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STALL
to
18'
N
I
STALL
AISLE
II
II
II
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ACCESSIBLE PARKING SIGN
II
�
NOTES ALL DIMENSIONS ARE
FROM FACE OF
CURB
1
EASEMPT
OB.29
7 PG.531
(15"1440") II
II 10r C.P.& L.
E SEMENT
D .2937 PG.537
TRAFFIC SIGNAL
\ © EASEMENT D MAWT.
+ SEE ENLARGED
- COURTYARD PLANS
SHEETC-104 r
CAU
BUILDING
FFE 288 J
W
ic-
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W
//�` a
/ d \ W W
SEE SHEET C-711 FOR TEMPORARY TRAFFIC
DETAILS ASSOCIATED WITH IMPROVEMENTS TO
SUNNYBROOK ROAD AND SIDEWALK
CLOSURES AND DETOUR. SIDEWALK ALONG
STE FRONTAGE WILL PERIODICALLY BE
ROUTED TO DETOUR THROUGHOUT
CONSTRUCTION
(AUGUST 2009 - OCTOBER 2010)
20'
72'
VJ P
N8(L
5 18Ssp
0 SP. l��Jl�' 9' I 11 SP
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I INN
SEE ENLARGED
ENTRY PLAZA PLAN
SHEET C -103u
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FFE-25400 ✓!P�
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60-TYPT-21RANSTIMAL PR0TE'C111�ARQ
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i Ido 18 �� __ ____7
I
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----i i-- ------------- --------------------------------------------------------------------------- _ .
-\-�__
IIo 0 "f 30' CPffiL EASEMENT_____ _____
pT LL -f - _ _ _ _ 5' SIDE YARD SETBACK _ _ _ BM 7995 PG 1235 \ /
MPF N/F - - - - _-
T - N/F N/F _
WAKE MEDICAL I WAKE MEDICAL PROPERTY SERVICES WAKE MEDICAL PROPERTY SERVICES T N� IPF N/F -�
PROPERTY SERVICES I ,La HARRISON PROPERTIES LLC
DB 8314 PG 976 DB 13,714 PG 976 DB 7922 PC 412 L.B. HARRISON PROPERTIES LLC
PIN/ 172306-39-7526 I PINj 1727.06-39-9536 PIN/ 172106-49-1,01 GB 13529 PG 1697
PIN/ 1723.06-49-3484 D9 9242 PG 562, USE OFFICE
J 0&I-2, VACANT 0&1-2, VACANT 0&1-2, DAY CARE Om -Z OFFICE PIN/ 172-106-49-5494, ZONED O&H-2
74
1 2 1 3 1 4
IA 24' CURB & GUTTER, SEE DETAIL SHEET c_m.
B ABOVE GIRDLING FUEL TANK, SEE MECHANICAL PLANS
C 'LIGHY DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C-702.
..........................
D WEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C-702
E CONCRETE SIDEWALK, SEE DETAIL SHEET C-702
F ACCESSIBLE CURB RAM, SEE DETAIL SHEET C-710.
G CONCRETE PAVEMENT, SEE DETAIL SHEET C-702. :KI,•:N: t.:;,:.'3t.
H SEE ARCHITECTURAL PLANS FOR CANOPY, MECHANICAL YARD LAYOUT, LOADING
ZONES ETC.
I COURTYARD WALL, SEE ARCHITECTURAL PLANS
J ACCESSIBLE PARKING AND SIGNAGF. SEE DETAIIL SHEET C-702.
K DUMPSTERS SEE ARCHITECTURAL PLANS
L WHITE DIRECTIONAL PROW, SEE TRAFFIC CONTROL NOTES THIS SHEET
M SOLID MARKINGS, SEE TRAFFIC CONTROL N07ES THIS SHEET.
N SIDEWALK FLUSH MTH PAVEMENT. SEE DETAIL SHEET C-702
0 CONCRETE BASKETBALL COURT, SEE DETAIL SHEET C-707
P HORSESHOE COURT, SEE DETAIL SHEET C-707
0 GEO-G ID REINFORCED GRASS SURFACE PAVING SEE DETAIL
SHEET C-702.
R PROPOSED LEFT TURN LANE SEE SHEET c-103.
S OUTDOOR COURTYARD AREA, SEE ENLARGED PLANS SHEET C-104
T HANDICAP PARKING CURB RAMPS SEE DETAIL SHEET C-702
U CROSSWALK MARKINGS, SEE TRAFFIC CONTROL NOTES THIS SHEET.
V STOP SIGN (RI -1), TTP.
W PEDESTRIAN REFUGE AREA IN SPU7ER ISLAND
X YIELD SIGN (R1-2), TYP.
Y MECHANICAL/ELECTRICAL UNIT, SEE MEP PLANS FOR DETAILS
Z EXISTING 5' SIDEWALK TO BE EXTENDED AS A PPT OF THE CITY OF RALEIGH
SUNNYBROOK ROAD WIDENING PROJECT (PW -2007-10).
EXTENTS OF PAVEMENT OVERLAY.
FENCE AT RETAINING WALL, SEE DETAIL SHEET C707
C LIGHTED GROUND SON.
D 30' CURB & GUTTER. SEE DETAIL SHEET C-702
REMOVABLE BOLLARD, SEE DETAIL SHEET C-702
SIDEWALK AND DRIVEWAY. SEE DETAIL SHEET C-710.
G CHAINUNK FENCE WITH GATE SEE DETAIL SHEET C-707 STANDARD ALUMINUM -
COATED OR ZINC COATED TO BE PPT OF BASE BID. PVC COATED (-VINYL-) TO BE
TO BE PRICED AS ALTERNATE,
CONCRETE MIEEL STOPS. SEE DETAIL SHEET 0702.
II STOP SIGN (R1-1) AND ONE WAY SIGN RB -2 TYP.
JJ KEEP RIGHT (R4-7) AND YELLOW GRECT MARKER (OM1 -3).
MONOU77CH ISLAND PER NCDOT STANDARD DETAIL 852.01.
LL 1.5' CURB
AND GUTTER PER NCDOT STANDARD DETAIL 848.01.
PEDESTRIAN REFUGE AREA.
ENEML NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS
AND SPECIFICATIONS
2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL. UNLESS OTHERWISE SHOWN.
3 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
a PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO ONE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'.
& ALL PARKING SPACES SHALL BE 181x9'W MIN.
SIBLE PARKING SPACE
a (VAC) DENOTES VANSACCESSIBLE PARKING SPACE.
9. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT
ABOVE THE CURB UNE ELEVATION SHALL BE LOCATED IN WHOLE OR PART OBSTRUCTIONS INCLUDE BUT ARE
NOT LIMITED TO ANY BERM, FOLIAGE FENCE, WALL SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-20BB OF
THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS THE CONSTRUCTION PLANS FOR THE CITY OF RALEIGH
SUNNYBROOK ROAD WIDENING PROTECT (PW 2007-10) INDICATE THAT. UPON COMPLETION. THE SLIT TRIANGLE
TO THE SOUTH OF 774E STE ENTRANCE FROM SUNNYBROOK WILL BE CLEAR OF OBSTRUCTIONS SUCH AS
VEGETATION AND SIGNAGE.
III. PROPOSED awsm ROADWAY IMPROVEMENTS TO SUNNYBROOK ROAD ARE BASED ON THE RECOMMENDATIONS
INCLUDED IN THE TRAFFIC ASSESSMENT COMPLETED BY BY RAMEY-KEMP AND ASSOCIATES
11. THE PROPOSED 100' CITY OF RALEIGH GREENWAY PRESERVATION IS MEASURED FROM THE WESTERN BANK OF
THE CRA87REE CREEK.
12. ALL CURB RADII ARE 4' TO FACE OF CURB UNLESS N07M OTHERWISE
1. ALL STE SIGNAGE SHALL BE IN ACCORDANCE MTH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS
SIGN MUTCD STD. SZE
STOP R1-1 30'x30'
NO PARKING ANY TIME R7-1 12'x18'
YIELD R1-2 36'x36'x36'
ONE WAY R6-2 24x30'
KEEP RIGHT R4-7 24'x30'
YELLOW OB„ECT MARKER OM1 -3 18'x18'
2 ALL SIGNS SHALL BE MOUNTED MTN 5 -FT MIN. VERTICAL CLEARANCE TO THE
BOTTOM OF THE SIGN ON 2 -La GALV. STEEL U -CHANNEL POST SET IN 3 -FT
DEEP x 12 -IN DIA. CONCRETE FOOTING
3 ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROECT SPELYFICATIONS.
MARKING NODOT SID. SIZE COLOR
SINGLE MII7E (PARKING SPACE) - 4 -IN MIT.
NO PARKING - FIRE LANE • - 4 -IN YEL
DIRECTIONAL ARROWS 1205.08 SID. MIT.
CROSS WALK 1205.07 B -IN MIT.
• NO PARKING - FIRE LANE MARKING SHALL CONSIST OF A 4' SOLID YELLOW
STRIPE AND 8' HIGH YELLOW TEXT NO PARKING - FIRE UNE' AT 50' INTERVALS
PROVIDE IN ALL PAVED AREAS AS DESIGNATED BY FIRE MARSHALL.
600 LF INSTALL IN LOCATIONS DESIGNATED BY FIRE MARSHALL
4. ALL PAVEMENT MARKINGS ON STE MAY BE EITHER THERMOPLASTIC OR
ALKYD -RESIN TYPE PAINT.
a ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY CH
DESIGN PRIOR TO SIGN INSTALLATION.
Q CENTER ALL DIRECTIONAL ARROWS WITHIN TRAVEL LANE.
LINE TABLE
DATE:
LINE
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pT LL -f - _ _ _ _ 5' SIDE YARD SETBACK _ _ _ BM 7995 PG 1235 \ /
MPF N/F - - - - _-
T - N/F N/F _
WAKE MEDICAL I WAKE MEDICAL PROPERTY SERVICES WAKE MEDICAL PROPERTY SERVICES T N� IPF N/F -�
PROPERTY SERVICES I ,La HARRISON PROPERTIES LLC
DB 8314 PG 976 DB 13,714 PG 976 DB 7922 PC 412 L.B. HARRISON PROPERTIES LLC
PIN/ 172306-39-7526 I PINj 1727.06-39-9536 PIN/ 172106-49-1,01 GB 13529 PG 1697
PIN/ 1723.06-49-3484 D9 9242 PG 562, USE OFFICE
J 0&I-2, VACANT 0&1-2, VACANT 0&1-2, DAY CARE Om -Z OFFICE PIN/ 172-106-49-5494, ZONED O&H-2
74
1 2 1 3 1 4
IA 24' CURB & GUTTER, SEE DETAIL SHEET c_m.
B ABOVE GIRDLING FUEL TANK, SEE MECHANICAL PLANS
C 'LIGHY DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C-702.
..........................
D WEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C-702
E CONCRETE SIDEWALK, SEE DETAIL SHEET C-702
F ACCESSIBLE CURB RAM, SEE DETAIL SHEET C-710.
G CONCRETE PAVEMENT, SEE DETAIL SHEET C-702. :KI,•:N: t.:;,:.'3t.
H SEE ARCHITECTURAL PLANS FOR CANOPY, MECHANICAL YARD LAYOUT, LOADING
ZONES ETC.
I COURTYARD WALL, SEE ARCHITECTURAL PLANS
J ACCESSIBLE PARKING AND SIGNAGF. SEE DETAIIL SHEET C-702.
K DUMPSTERS SEE ARCHITECTURAL PLANS
L WHITE DIRECTIONAL PROW, SEE TRAFFIC CONTROL NOTES THIS SHEET
M SOLID MARKINGS, SEE TRAFFIC CONTROL N07ES THIS SHEET.
N SIDEWALK FLUSH MTH PAVEMENT. SEE DETAIL SHEET C-702
0 CONCRETE BASKETBALL COURT, SEE DETAIL SHEET C-707
P HORSESHOE COURT, SEE DETAIL SHEET C-707
0 GEO-G ID REINFORCED GRASS SURFACE PAVING SEE DETAIL
SHEET C-702.
R PROPOSED LEFT TURN LANE SEE SHEET c-103.
S OUTDOOR COURTYARD AREA, SEE ENLARGED PLANS SHEET C-104
T HANDICAP PARKING CURB RAMPS SEE DETAIL SHEET C-702
U CROSSWALK MARKINGS, SEE TRAFFIC CONTROL NOTES THIS SHEET.
V STOP SIGN (RI -1), TTP.
W PEDESTRIAN REFUGE AREA IN SPU7ER ISLAND
X YIELD SIGN (R1-2), TYP.
Y MECHANICAL/ELECTRICAL UNIT, SEE MEP PLANS FOR DETAILS
Z EXISTING 5' SIDEWALK TO BE EXTENDED AS A PPT OF THE CITY OF RALEIGH
SUNNYBROOK ROAD WIDENING PROJECT (PW -2007-10).
EXTENTS OF PAVEMENT OVERLAY.
FENCE AT RETAINING WALL, SEE DETAIL SHEET C707
C LIGHTED GROUND SON.
D 30' CURB & GUTTER. SEE DETAIL SHEET C-702
REMOVABLE BOLLARD, SEE DETAIL SHEET C-702
SIDEWALK AND DRIVEWAY. SEE DETAIL SHEET C-710.
G CHAINUNK FENCE WITH GATE SEE DETAIL SHEET C-707 STANDARD ALUMINUM -
COATED OR ZINC COATED TO BE PPT OF BASE BID. PVC COATED (-VINYL-) TO BE
TO BE PRICED AS ALTERNATE,
CONCRETE MIEEL STOPS. SEE DETAIL SHEET 0702.
II STOP SIGN (R1-1) AND ONE WAY SIGN RB -2 TYP.
JJ KEEP RIGHT (R4-7) AND YELLOW GRECT MARKER (OM1 -3).
MONOU77CH ISLAND PER NCDOT STANDARD DETAIL 852.01.
LL 1.5' CURB
AND GUTTER PER NCDOT STANDARD DETAIL 848.01.
PEDESTRIAN REFUGE AREA.
ENEML NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS
AND SPECIFICATIONS
2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL. UNLESS OTHERWISE SHOWN.
3 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
a PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO ONE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'.
& ALL PARKING SPACES SHALL BE 181x9'W MIN.
SIBLE PARKING SPACE
a (VAC) DENOTES VANSACCESSIBLE PARKING SPACE.
9. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT
ABOVE THE CURB UNE ELEVATION SHALL BE LOCATED IN WHOLE OR PART OBSTRUCTIONS INCLUDE BUT ARE
NOT LIMITED TO ANY BERM, FOLIAGE FENCE, WALL SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-20BB OF
THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS THE CONSTRUCTION PLANS FOR THE CITY OF RALEIGH
SUNNYBROOK ROAD WIDENING PROTECT (PW 2007-10) INDICATE THAT. UPON COMPLETION. THE SLIT TRIANGLE
TO THE SOUTH OF 774E STE ENTRANCE FROM SUNNYBROOK WILL BE CLEAR OF OBSTRUCTIONS SUCH AS
VEGETATION AND SIGNAGE.
III. PROPOSED awsm ROADWAY IMPROVEMENTS TO SUNNYBROOK ROAD ARE BASED ON THE RECOMMENDATIONS
INCLUDED IN THE TRAFFIC ASSESSMENT COMPLETED BY BY RAMEY-KEMP AND ASSOCIATES
11. THE PROPOSED 100' CITY OF RALEIGH GREENWAY PRESERVATION IS MEASURED FROM THE WESTERN BANK OF
THE CRA87REE CREEK.
12. ALL CURB RADII ARE 4' TO FACE OF CURB UNLESS N07M OTHERWISE
1. ALL STE SIGNAGE SHALL BE IN ACCORDANCE MTH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS
SIGN MUTCD STD. SZE
STOP R1-1 30'x30'
NO PARKING ANY TIME R7-1 12'x18'
YIELD R1-2 36'x36'x36'
ONE WAY R6-2 24x30'
KEEP RIGHT R4-7 24'x30'
YELLOW OB„ECT MARKER OM1 -3 18'x18'
2 ALL SIGNS SHALL BE MOUNTED MTN 5 -FT MIN. VERTICAL CLEARANCE TO THE
BOTTOM OF THE SIGN ON 2 -La GALV. STEEL U -CHANNEL POST SET IN 3 -FT
DEEP x 12 -IN DIA. CONCRETE FOOTING
3 ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROECT SPELYFICATIONS.
MARKING NODOT SID. SIZE COLOR
SINGLE MII7E (PARKING SPACE) - 4 -IN MIT.
NO PARKING - FIRE LANE • - 4 -IN YEL
DIRECTIONAL ARROWS 1205.08 SID. MIT.
CROSS WALK 1205.07 B -IN MIT.
• NO PARKING - FIRE LANE MARKING SHALL CONSIST OF A 4' SOLID YELLOW
STRIPE AND 8' HIGH YELLOW TEXT NO PARKING - FIRE UNE' AT 50' INTERVALS
PROVIDE IN ALL PAVED AREAS AS DESIGNATED BY FIRE MARSHALL.
600 LF INSTALL IN LOCATIONS DESIGNATED BY FIRE MARSHALL
4. ALL PAVEMENT MARKINGS ON STE MAY BE EITHER THERMOPLASTIC OR
ALKYD -RESIN TYPE PAINT.
a ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY CH
DESIGN PRIOR TO SIGN INSTALLATION.
Q CENTER ALL DIRECTIONAL ARROWS WITHIN TRAVEL LANE.
VAN ACCESSIBLE I GRAPHIC SCALE
ILL BE 9' WIDE
u o m b m tm
NEW WIN NEW NIMMME
I WIN WIN NIMMME
( IN FBBI' )
1 loch 40 1L
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
IORTH CAROLINA
VAN AGO o
DATE:
1
DRAWN BY;
GYN Oxrtpn, PA
STALL
400 rarxxt a:
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NOTES ALL DIMENSIONS ARE
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NEW WIN NEW NIMMME
I WIN WIN NIMMME
( IN FBBI' )
1 loch 40 1L
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
IORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27801-1701
TEL [phone] FAX [phone]
W W W,LS3P.COM
$iU5/U-1
MEMBERS OFTHE AMERICAN INSTITUTE OFARCH17M
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAYNOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
I No. I DesWpUon I Date I
3. SANITPYSEWERREVISION 7/2 4 72 0 0 9
4. CITY OF RALEIGH PERMIT 8173122009
CHANGES
PROJECT:
CLH
DATE:
DESIGN
DRAWN BY;
GYN Oxrtpn, PA
CHECKED BY:
400 rarxxt a:
is z7sfe
Pnana ars.Jrae71e
rax: ere..Tra76re
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27801-1701
TEL [phone] FAX [phone]
W W W,LS3P.COM
$iU5/U-1
MEMBERS OFTHE AMERICAN INSTITUTE OFARCH17M
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAYNOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
I No. I DesWpUon I Date I
3. SANITPYSEWERREVISION 7/2 4 72 0 0 9
4. CITY OF RALEIGH PERMIT 8173122009
CHANGES
PROJECT:
8401-074730
DATE:
05.27.09
DRAWN BY;
TNI RBT
CHECKED BY:
JPK
STAKING
PLAN
AREA 1
C-101
SOLUTIONS THROUGH LISTENING
NEFEMERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

0
C
B
A
EXISTING MERRELL -
DRIVE TERLINE
BLDG
---------------
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DISTURBED
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M1 I �. ACCESS EASEMENT
DB 2153, PG. (BM 1972 VOL 111
PG 200
S LINE
I• I I a I ' CRABTREEI CREEK)TO CL OR
YJMATE
I N I
\ 00 YEAR 1 I I to
` _ \ �?�i . ( ONE AE).
;
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DB 1269 PG 18 I 1 I
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/A MAD 83) /
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6 PG 247
SM 1959 PG 59
PIN/ 1724.18-40-8465
R-10. VACANT
P
\
\
1 1 2 1 3
A 24' CURB & OUT7ER, SEE DETAIL SHEET C-702
B ABOVE GROUND FUEL TANK, SEE MECHANICAL PLANS
C YIGHTDUTY ASPHALT PAVEMENT, SE DETAIL SHEET C-702. MEM
p •HEAVY GUTY ASPHALT PAVEMENT, SE DETAIL SHEET C-702
E CONCRETE SIDEWALK. SEE DETAIL SHEET C-702.
F ACCESSIBLE CURB RAMP, SE DETAIL SHEET C -710L
G CONCRETE PAVEMENT SE DETAIL SHEET C-702
H SE ARCHITECTURAL PLANS FOR CANOPY, MECHANICAL YARD LAYOUT, LOADING
ZONES ETC.
I COURTYARD WALL, SIE ARCHITECTURAL PLANS
J ACCESSIBLE PARKING AND SIGNAGE SEE DETAIIL SHEET C-702.
K DUMPSTERS. SE ARCHITECTURAL PLANS
L WHITE DIRECTIONAL ARROW, SE TRAFFIC CONTROL NOTES THIS SHEET.
M SCUD MARKINGS, SIE TRAFFIC CONTROL NOTES THIS SHEET.
N SIDEWALK FLUSH WITH PAVEMENT. SEE DETAIL SHEET c -m.
0 CONCRETE BASKETBALL COURT, SE DETAIL SHEET C-707
P HORSESHOE COURT, SE DETAIL SIHET C-707
() GEO-GRID REINFORCED GRASS SURFACE PAVING, SEE DETAIL D
SHEET C-702
R PROPOSED LEFT TURN UNE SEE SHEET c-1Oi.
S OUTDOOR COURTYARD AREA, SIE ENLARGED PLANS SHEET C-104
T HANDICAP PARKING CURB RAMPS SEE DETAIL SHEET C-702.
U CROSSWALK MARKINGS SE TRAFFIC CONTROL NOTES THIS 94ET.
V STOP SIGN (R1-1), TYP.
IN PEDESTRIAN REFUGE AREA IN SPUTER ISLAND
X WELD SIGN (R1-2). TIP.
Y MECNANICAL/ELECTRICAL UNIT, SE MEP PLANS FOR DETAILS
Z EXISTING 5' SIDEWALK TO E EXTENDED AS A PART OF THE Ott OF RALEIGH
SUNNYBROOK ROAD WIDENING PROJECT (PW -2007-10).
EXTENTS OF PAVEMENT OVERLAY.
FENCE AT RETAINING WALL SEE DETAIL SHET C707
C LIGHTED GROUND SIGN.
D 30' CURB & GUTTER. SEE DETAIL SHEET C-702
REMOVABLE BOLLARD. SEE DETAIL SHEET C-702.
SIDEWALK AND DRIVEWAY. SE DETAIL SHEET C-710.
G OHAINUNK FENCE WITH GATE SE DETAIL SHEET C-707. STANDARD ALUMINUM -
COATED OR ZINC COATED TO BE PART OF BASE BID. PVC COATED ('VINYL) TO E
TO E PRICED AS ALTERNATE
CONCRETE WHEEL STOPS SE DETAIL SHEET C702
II STOP SIGN (RI -1) AND ONE WAY SON R6-2 TYP.
JJ KEEP RIGHT (R4-7) AND YELLOW OBJECT MARKER (OM1 -J).
MONOUTIOH ISLAND PER NCDOT STANDARD DETAIL 852.01.
2 1.5' CURB AND GUTTER PER NCDOT STANDARD DETAIL 846.01.
PEDESTRIAN REFUGE AREA
1. ALL CONSTRUCTION SHALL E IN STRICT ACCORDANCE MTH ALL CITY OF RALEIGH AND NCDOT STANDARDS
AND SPECIFICATIONS
2 ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL UNLESS OTHERWISE SHOW.
3 CONTRACTOR SHALL E RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
A PAVEMENT MARKINGS AND SGNAE SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'.
6 ALL PARKING SPACES SHALL E 18'Lx9'W MIN.
(AC) DENOTES 8. BLE PARKING SPACE.
(VAC) DENOTES VAANNSACESSIBLE PARKING SPACE
9. WININ THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FET AND 8 FEET IN HEIGHT
ABOVE THE CURB UNE ELEVATION SHALL E LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE
NOT LIMITED TO ANY BERM, FOLIAGE FENCE WALL SIGH, OR PARKED VEHICLE REFER TO SECTION 10-2086 OF
THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS. THE CONSTRUCTION PLANS FOR THE CITY OF RALEIGH
SUNNYBROOK ROAD WIDENING PROJECT (PW 2007-10) INDICATE THAT UPON COMPLETION, THE SIGHT TRIANGLE
TO THE SOUTH OF THE SITE ENTRANCE FROM SUNNYBROOK MLL E CLEAR OF OBSTRUCTIONS SUCH AS
VEGETATION AND SIGNAGE
10. PROPOSED OFFSITE ROADWAY IMPROVEMENTS TO SUNNYBROOK ROAD ARE BASED ON THE RECOMMENDATIONS
INCLUDED IN THE TRAFFIC ASSESSMENT COMPLETED BY BY RAMEY-KEMP AND ASSOCIATES.
11. THE PROPOSED 100' CITY OF RALEIGH GRENWAY PRESERVATION IS MEASURED FROM THE WESTERN BANK OF
THE CRABTREE CREEK.
12 ALL CURB RADII ARE 4' TO FACE OF CURB UNLESS NOTED OTHERWISE.
1. ALL SITE SIGNAGE SHALL E IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS
SIGN MUTCD STD. SIZE
STOP R1-1 30'x30'
NO PARKING ANY TIME R7-1 12'x18'
YIELD RI -2 J6'xJ6'x36'
ONE WAY R6-2 24'xJO'
KEEP RIGHT R4-7 24700'
YELLOW OBJECT MARKER OM1 -3 18'x18'
2. ALL SIGNS SNALL E MOUNTED MIN 5 -FT MIN. VERTICAL CLEARANCE TO THE
BOTTOM OF THE SIGN ON 2 -LB. GALV. STEEL U -CHANNEL POST SET IN J -FT
DEEP x 12 -IN DIA. CONCRETE FOOTING
3 ALL PAVEMENT MARKINGS SHALL E IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROECT SPECIFICATIONS
MARKING NCDOT SID. SIZE COLOR
SINGLE WHITE (PARKING SPACE) - 4 -IN W HT.
NO PARKING - FIRE LANE • - 4 -IN YEL
DIRECTIONAL ARROWS 1205.08 S71). MIT.
CROSS WALK 120.5.07 S -W NHT.
NO PARKING - FIE LANE MARKING SHALL CONSIST OF A 4' SOLID YELLOW
STRIPE AND 8' HIGH YELLOW TEXT 'NO PARKING - FIRE LANE' AT 50' INTERVALS
PROVIDE IN ALL PAVED AREAS AS DESIGNATED BY FIE MARSHALL
500 LF INSTALL IN LOCATIONS DESIGNATED BY FIE MARSHALL.
4. ALL PAVEMENT MARKINGS ON SITE MAY E EITHER THERMOPLASTIC OR
ALKYD -RESIN TYPE PAINT.
5. ALL SIGNAGE SHALL E FIELD STAKED AND THE LOCATIONS APPROVED BY CLH
DESIGN PRIOR TO SIGN INSTALLATION.
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
FORTH CAROLINA
MEMBERS
LH
DESIGN
Gx�n Nc s7a1e
Plrom: G/0.J/A371s
Fox: a/a.Tla7are
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SURE1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
YF/Us(U I
MEMBERS OF THE AMERICAN INSTRUf E GF ARCHITECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
15:0111111111111111111-.17 =.I 11
3. SANITARYSEWER REVISION 7242009
4. CITY OF RALEIGH PERMIT 8/032009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN/RBT
CHECKED BY: JPK
VAN ACC. Tx I
STALL 1
HD`s _ ANSTAKING
AISLE " 5 " STALL
HDCP PLAN
STALL O
1B 24 1B AREA 2
suLL AIs.E sruL
ACCESSIBLE PARKING SIGN
NOTES: ALL DIMENSIONS ARE FROM FACE E -.O2
CURB _
ALL STANDARD AND VAN ACCESSIBLE GRAPHIC SCALE
( DT FEET )I SOLUTIONS THROUGH LISTENING
1 1BP6 !t
40
SERVICE BY DESIGN
4 5 CONSTRUCTION DOCUMENTS

0
C
B
7_1
SEE SHEET C-711 FOR TEMPORARY TRAFFIC
DETAILS ASSOCIATED WTH IMPROVEMENTS TO
SUNNYBROOK ROAD AND SIDEWALK
CLOSURES AND DETOUR. SIDEWALK ALONG
SITE FRONTAGE WILL PERIODICALLY BE
ROUTED TO DETOUR THROUGHOUT
CONSTRUCTION
T
(AUGUST 2009 - OCTOBER 2010)
CITY OF RALEIGH 7B T
SITE TRIANGLE Q I� _
(15'XZ)
���LL}lllMITS OF COR SUNNYBROOK
+
IMPROVEMENTCITY OF PROJECT
TE )057440
J—SSIA--__10+00
N
R/W
--------------
EP
_EP
EP -
- - - - - - - - - - - - - - - - - - -
Rte,
I \
I
RM
270
260
250
MMM I. CY 1.
CLH
C.P.& L.
15'x20'
EMENT
TRANSIT
ro:T PG 531 _ _
ESMT.
10' C.P.& L.
EASEMENT
OB.2937 PG.531
5'
ff-
___ - 190" PUBLIC R/W) _ I d3
360_----------------- _--------- --------- _------------------------------ _•__-..__-._-._.-
'v
OFD NO031'45"E 604.02'I (TOTAL) 'f
10+00
r USE 5" B-2&OB BASE INSTEAD
OF 10 -ABC MHEN MDENING
MDIH IS 6 FEET OR LESS.
11+00
12+00
45'3 R/W
32'3
EXISTING EXISTING I PROPOSE
172 ' TRAVEL LANE 12' TRAVEL LANE f0' TURN N
2.0'3 MEDIAN
EXISTING MOTH
C&G VARIES
HUTCH EXISTING SL
6
EXISTING PAVEMENT
PROPOSED FULL DEPTH PAVEMENT SECTION
1.5- S -9.5B SURFACE COURSE
3. 1-19.58 BINDER COURSE
10- ABC"
13+00
45'3 RTW
EXISTING TRAVEL LANE I EXISTING TRAVEL LANE
— — 170STINC PAVEMENT — — —
CURB AND GUTTER ON EAST SIDE OF
MEDIAN TRANSITIONS TO FLUSH EDP AT
STATION 10+65.60. SEE PLAN NEW THIS
SHEET.
1.5" S-9.58 SURFACE COURSE OVERLAY
OVER ENTIRE MOTH OF EXISTING PAVEMENT
PROVIDE WEDGING OR MILLING AS NEEDED TO
ACHIEVE A MIN 2S CROSS SLOPE IN TANGET SECTIONS
SUNNYBROOK ROAD - TYPICAL SECTION
STA 10+00 THRU 13+04.26
N.T.S.
1 I 2 I 3
4
WN
270
260
250
GENERAL NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT
DIVISION OF HIGHWAYS' AND THE CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS MANUALS.
2. MAINTAIN TRAFFIC AND PROVIDE PROPER SIGNS, SIGNALS LIGHTS
FLAGMEN AND 07HER WARNING DEVICES FOR THE PR07E TION OF'
TRAFFIC IN CONFORMANCE WITH THE LATEST MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS
3. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH THE
LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
5. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS 07HERWISE NOTED.
6. EXISTING STRUCTURES DISTURBED DURING
CONSTRUCTION ARE TO BE REPLACED AND OR
REINSTALLED TO THE ORIGINAL O/RR BETTER CONDITI(ON. ��))
7 MO ALEXISTING
XOW FORPA SM007H TO TRANSITION DEPTHMAX.
OVERLAY(ABUTS
EXIS71NG PAVEMENT GRADE
8. SEE SIGNAL PLANS FOR POLE AND CABINET LOCATIONS. SIGNAL
INSTALLA77ON TO BE COORDINATE WITH THE CITY OF RALEIGH.
PAVEMENT LEGEND
® ASPHALT PAVEMENT OVERLAY
NEW FULL DEPTH ASPHALT PAVEMENT
PLEASE SEE THE ASPHALT PAVEMENT SEC77ON DETAIL
THIS SHFFT
TRAFFIC CONTROL NOTES
1. ALL S17E SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS
2. ALL SIGNS SHALL BE MOUNTED WITH 7 -FT MIN. VERTICAL CLEARANCE TO
THE BOTTOM OF THE SIGN ON 2 -LB. GALV. STEEL U -CHANNEL POST SET IN
3 -FT DEEP x 12 -IN DIA. CONCRETE FOOTING.
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
KEY MARKING NCDOT STD. SIZE COLOR
OA LANE UNE 1205.01 4 -IN WHITE
OB DIRECTIONAL ARROWS 1205.08 STD. WHITE
OC WIDE SKIP (10' LENGTH) 7205.01 4 -IN WHITE
OD STOP BAR 1205.01 24 -IN WHITE
OE CROSSWALK LINES 1205.01 8 -IN WHITE
OF MINI SKIP (2' LENGTH) 1205.01 4 -IN WHITE
© KEEP RIGHT (R4-7) AND YELLOW OBJECT MARKER (OM1 -3)
SIGN. SEE TRAFFIC CONTROL NOTES ON SHEET C-101.
OPEDESTRIAN REFUGE AREA.
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLAS71C WITHIN
PUBLIC RIGHT-OF-WAYS.
ITC MD (NAD 88)
GRAPHIC SCALE
(INFM)
1 inch - 40 R
HORIZONTAL 1"-40'
VERTICAL 1"=4'
5
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
COUNTY
,ORTH CAROLINA
CLH
DATE:
E)ESIGN
DRAWN BY;
CW OrWpn, PA
CHECKED BY:
100 R�pM.y fbrst 9r.
PSA n. 23a00iaiae776
rax: 9,9.31&7516
\
\
\
10+00
r USE 5" B-2&OB BASE INSTEAD
OF 10 -ABC MHEN MDENING
MDIH IS 6 FEET OR LESS.
11+00
12+00
45'3 R/W
32'3
EXISTING EXISTING I PROPOSE
172 ' TRAVEL LANE 12' TRAVEL LANE f0' TURN N
2.0'3 MEDIAN
EXISTING MOTH
C&G VARIES
HUTCH EXISTING SL
6
EXISTING PAVEMENT
PROPOSED FULL DEPTH PAVEMENT SECTION
1.5- S -9.5B SURFACE COURSE
3. 1-19.58 BINDER COURSE
10- ABC"
13+00
45'3 RTW
EXISTING TRAVEL LANE I EXISTING TRAVEL LANE
— — 170STINC PAVEMENT — — —
CURB AND GUTTER ON EAST SIDE OF
MEDIAN TRANSITIONS TO FLUSH EDP AT
STATION 10+65.60. SEE PLAN NEW THIS
SHEET.
1.5" S-9.58 SURFACE COURSE OVERLAY
OVER ENTIRE MOTH OF EXISTING PAVEMENT
PROVIDE WEDGING OR MILLING AS NEEDED TO
ACHIEVE A MIN 2S CROSS SLOPE IN TANGET SECTIONS
SUNNYBROOK ROAD - TYPICAL SECTION
STA 10+00 THRU 13+04.26
N.T.S.
1 I 2 I 3
4
WN
270
260
250
GENERAL NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT
DIVISION OF HIGHWAYS' AND THE CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS MANUALS.
2. MAINTAIN TRAFFIC AND PROVIDE PROPER SIGNS, SIGNALS LIGHTS
FLAGMEN AND 07HER WARNING DEVICES FOR THE PR07E TION OF'
TRAFFIC IN CONFORMANCE WITH THE LATEST MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS
3. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH THE
LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
5. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS 07HERWISE NOTED.
6. EXISTING STRUCTURES DISTURBED DURING
CONSTRUCTION ARE TO BE REPLACED AND OR
REINSTALLED TO THE ORIGINAL O/RR BETTER CONDITI(ON. ��))
7 MO ALEXISTING
XOW FORPA SM007H TO TRANSITION DEPTHMAX.
OVERLAY(ABUTS
EXIS71NG PAVEMENT GRADE
8. SEE SIGNAL PLANS FOR POLE AND CABINET LOCATIONS. SIGNAL
INSTALLA77ON TO BE COORDINATE WITH THE CITY OF RALEIGH.
PAVEMENT LEGEND
® ASPHALT PAVEMENT OVERLAY
NEW FULL DEPTH ASPHALT PAVEMENT
PLEASE SEE THE ASPHALT PAVEMENT SEC77ON DETAIL
THIS SHFFT
TRAFFIC CONTROL NOTES
1. ALL S17E SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS
2. ALL SIGNS SHALL BE MOUNTED WITH 7 -FT MIN. VERTICAL CLEARANCE TO
THE BOTTOM OF THE SIGN ON 2 -LB. GALV. STEEL U -CHANNEL POST SET IN
3 -FT DEEP x 12 -IN DIA. CONCRETE FOOTING.
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
KEY MARKING NCDOT STD. SIZE COLOR
OA LANE UNE 1205.01 4 -IN WHITE
OB DIRECTIONAL ARROWS 1205.08 STD. WHITE
OC WIDE SKIP (10' LENGTH) 7205.01 4 -IN WHITE
OD STOP BAR 1205.01 24 -IN WHITE
OE CROSSWALK LINES 1205.01 8 -IN WHITE
OF MINI SKIP (2' LENGTH) 1205.01 4 -IN WHITE
© KEEP RIGHT (R4-7) AND YELLOW OBJECT MARKER (OM1 -3)
SIGN. SEE TRAFFIC CONTROL NOTES ON SHEET C-101.
OPEDESTRIAN REFUGE AREA.
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLAS71C WITHIN
PUBLIC RIGHT-OF-WAYS.
ITC MD (NAD 88)
GRAPHIC SCALE
(INFM)
1 inch - 40 R
HORIZONTAL 1"-40'
VERTICAL 1"=4'
5
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
COUNTY
,ORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
$/U5/U-I
MEMBERS OFTHE AMERICAN INSTITUTE OFARCHITM
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
I No. I DesWpUan I Date I
3. SANITARYSEWERRENSION 7/2 4 32 0 0 9
4. CITY OF RALEIGH PERMIT 810312009
CHANGES
PROJECT:
CLH
DATE:
E)ESIGN
DRAWN BY;
CW OrWpn, PA
CHECKED BY:
100 R�pM.y fbrst 9r.
PSA n. 23a00iaiae776
rax: 9,9.31&7516
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
$/U5/U-I
MEMBERS OFTHE AMERICAN INSTITUTE OFARCHITM
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
I No. I DesWpUan I Date I
3. SANITARYSEWERRENSION 7/2 4 32 0 0 9
4. CITY OF RALEIGH PERMIT 810312009
CHANGES
PROJECT:
84 01-074 73 0
DATE:
05.27.09
DRAWN BY;
TNI R13T
CHECKED BY:
JPK
SUNNYBROOK
ROAD PLAN
AND PROFILE
C-103
SOLUTIONS THROUGH LISTENING
NEFs—E BY DESIGN
CONSTRUCTION DOCUMENTS

0
C
B
T_1
1
p O O O p ��
hjljlIIIl M Ijljljl
Illlllll{��4Iljllll� !li
II�Iil111111
ljW...Lll11.1.11ljljljlj iljljljl�llil 0
A \
I
SAU BUILDING FRONT ENTRY PLAZA
e�t
3
C.A.U. -01
-
BUILDING
- J�
7RCH.
PAVING JOINTS B'FFE=258.00 COLUMNS, P. B
D F
D 8.
G
ALIGN PAVING JOINTS
WITH ARCH. COLUMNS,
TYP.; REFER TO ARCH. d ? • • • F
PLANS
A 2; D
wo • 'a E 0
,� o M r . • .� _ E
:at" G
ALIGN PAVING JOINTSn H
WITH ARCH. COLUMNS, - D
TYP. E
?: }"
8,��, •••. D �C
yA--• �
r'. 6.65'
Y.
^I,
3 0 r E
': B B
yi: r
6' S
y
1
2 1 3
ENT
4
CAU BUILDING FRONT ENTRY PLAZA
KEY NOTES
SEE ARCHITECTURAL PLANS FOR CANOPY LAYOUT AND DETAILS.
CONCRETE SIDEWALK, SEE DETAIL SHEET C-702.
ACCESSIBLE CURB RAMP, SEE DETAIL SHEET C-702.
CONCRETE PAVEMENT, SEE DETAIL SHEET C-702.
MEDIUM SANDBLAST CONCRETE FINISH
BRICK PAVERS, SEE DETAIL SHEET C707
SIDEWALK FLUSH WITH PAVEMENT. SEE DETAIL SHEET C-702.
H BENCH, REFER TO SPECIFICATIONS SECTION 02870.
SEAT WALL, SEE DETAIL SHEET C-702.
,J TRASH RECEPTACLE, REFER TO SPECIFICATIONS SECTION 02870.
K IN -GROUND MOUNTED BIKE RACK, REFER TO SPECIFICATIONS 02870.
L LIGHTED BOLLARD, REFER TO SPECIFICATIONS 02870.
M SECURITY FENCE, REFER TO ARCHITECTURAL DRAIMNGS
O (2) 35' FLAG POLES. SEE DETAIL SHEET C707 AND PROJECT
SPECIFICATIONS SECTION 02870.
OO WASHED RIVER STONE BORDER, SEE DETAIL SHEET C707
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
COUNTY
,ORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27901-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
w/w/U-1
MEMBERS OF THE AMERICAN INSTITUTE OFARCHITECI
COPYRIGHT 2009 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
I NO. I D6saVP0on I Dare I
3. SANITARYSEWERREVISION 7/2 4 52 0 0 9
4. CITY OF RALEIGH PERMIT 8503122009
CHANGES
GRAPHIC SCALE
CLH
E)ESIGN
T2J1 D—,^ PA
300 Io zo w
Boa Fa.ee ar.
sc 2n1I9
Plana 919.319.9]19
Foa 9/9.3/9.75/6
PROJECT:
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27901-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
w/w/U-1
MEMBERS OF THE AMERICAN INSTITUTE OFARCHITECI
COPYRIGHT 2009 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
I NO. I D6saVP0on I Dare I
3. SANITARYSEWERREVISION 7/2 4 52 0 0 9
4. CITY OF RALEIGH PERMIT 8503122009
CHANGES
GRAPHIC SCALE
300 Io zo w
m 2
PROJECT:
8401-074730
q
DATE:
05.27.09
DRAWN BY;
TNI RBT
( IN FEET)'
1 inch = 20 ft
CHECKED BY:
JPK
STAKING
PLAN
ENLARGEMENTS
C-104
SOLUTIONS THROUGH LISTENING
NEFEMER—WC—EB—Y DESIGN
5 CONSTRUCTION DOCUMENTS

0
C
B
A
SIDEWALK
MH
RIM=25777'
INV IN=254.59'
INV OUT=254.5
260
RIM=269.64'
8"DIP___-
MH
RIM=270.82'
INV IN=262.59'
INV OUT=262.5:
1
a
CURVE TABLE
CURVE
I RADIUS
I LENGTHANGENT
BEARING 1
BEARING
CHORD
DELTA
Ci
770.00
87.65
43.87
NO2-4934-W
87.60
63170"
C21
256.001
47.5BI
20.83
5703430-W
41.53
9'1870"
_________________________ ---220-
1 ______________
--_--_
B
............. ..�......::n.
IN-
................................... ...............
IN, i::::i::i:i::i:i::i:i:..
IN
H.
...::. \-\ .... \ ........
................
IN
IN
B
""..............6 I �tii ii I i II I - _- - \\ :.P3....:.'1:..:::� ..y. -.tel'`:::
,i I �I-1 A \ �� v. :AATrk1NL :::.....
I\ / SEE
MEET c-�1f-FDR-TEM Tr3A \ '\ 1, z
I � J I /I -///I AILT ASA -4"D N1T� b17S'c \ \ \ : :;::::::::::C:4R€l��:rkt.`.......:...... ;
T u u ' / Ll\\/ sulINYBRODIFROAb AR�o�Lk \ \ :: ::....Y. IN
2, 2
li Ili /� j RES AND DETOUR. SIDEW kL \ \ \ . ....:IN
: \::::::...K\`.... .......:�;..�u.
/ _SNE-FRONTAi,�WILL p�R1Gp1 Y'BC \ \ \ ..w ........... .............. .. i2.....`.::::.........
I / ROUTED ro DETOUR THR06LON T \ \
:: i ::::::::::::::::::::: j
CONSTRUCTION \ \ \ \ \\ \\ \ 11 .......�ii:ii �ii:ilii:isi :::i:.i.... ..................
I�.............\..., yy
(AUGUST 2009 - OCTOBER )T010)\ \ \ \ \ �\ ``\\\\ ••••• - ...... .......:k``�;;'.',;;;?;; _
\ s........:.i... J
\ \ \ \\ \ :ii i ;IN I
fit.. . ;tri'
iii a: ?'X: i:z,
::::.::::i:i::
:;ti� iii ,l, ii \ ix.ri iiiiiX...
\I:k:.....5::::::::;\:::::::::::..
i ............ �z r ....... ::::......:...:i:k:aE::..::..... ::::::::� I\IIMr ::r.:::.�.....
�a�L....... . �... .... ................... ....... ...... .......................
CW PP
ELP CW
O FF( -- TEST
WV GTS ' I MRES
�— �8 W
f LSTAFF
ROAD
All,
IWr
� \\
5'CONC
SIDEWALK I I I D
li 11 I� I�
L.
270 -
�j 1722.108 39 7526\\ \26s
Odd -2 VACANT
TRAFFIC
2
UNE TABLE
UGIT POLE
UNE I
BEARING 1
I
Lf
S0270'24'E
30.04
L21
S1575'08'W
8.40
FIRE PROTECRON
________ Fp________
MANHOLE
OMH
GAS
________ G ________
CLEAN OUT
O CO
B
............. ..�......::n.
IN-
................................... ...............
IN, i::::i::i:i::i:i::i:i:..
IN
H.
...::. \-\ .... \ ........
................
IN
IN
B
""..............6 I �tii ii I i II I - _- - \\ :.P3....:.'1:..:::� ..y. -.tel'`:::
,i I �I-1 A \ �� v. :AATrk1NL :::.....
I\ / SEE
MEET c-�1f-FDR-TEM Tr3A \ '\ 1, z
I � J I /I -///I AILT ASA -4"D N1T� b17S'c \ \ \ : :;::::::::::C:4R€l��:rkt.`.......:...... ;
T u u ' / Ll\\/ sulINYBRODIFROAb AR�o�Lk \ \ :: ::....Y. IN
2, 2
li Ili /� j RES AND DETOUR. SIDEW kL \ \ \ . ....:IN
: \::::::...K\`.... .......:�;..�u.
/ _SNE-FRONTAi,�WILL p�R1Gp1 Y'BC \ \ \ ..w ........... .............. .. i2.....`.::::.........
I / ROUTED ro DETOUR THR06LON T \ \
:: i ::::::::::::::::::::: j
CONSTRUCTION \ \ \ \ \\ \\ \ 11 .......�ii:ii �ii:ilii:isi :::i:.i.... ..................
I�.............\..., yy
(AUGUST 2009 - OCTOBER )T010)\ \ \ \ \ �\ ``\\\\ ••••• - ...... .......:k``�;;'.',;;;?;; _
\ s........:.i... J
\ \ \ \\ \ :ii i ;IN I
fit.. . ;tri'
iii a: ?'X: i:z,
::::.::::i:i::
:;ti� iii ,l, ii \ ix.ri iiiiiX...
\I:k:.....5::::::::;\:::::::::::..
i ............ �z r ....... ::::......:...:i:k:aE::..::..... ::::::::� I\IIMr ::r.:::.�.....
�a�L....... . �... .... ................... ....... ...... .......................
CW PP
ELP CW
O FF( -- TEST
WV GTS ' I MRES
�— �8 W
f LSTAFF
ROAD
All,
IWr
� \\
5'CONC
SIDEWALK I I I D
li 11 I� I�
L.
270 -
�j 1722.108 39 7526\\ \26s
Odd -2 VACANT
TRAFFIC
2
3
RA"LE GR—
OCHE_ __ _ =ACCESS EASEMENT
E-
-
4
N
LEGEND-STRUCTURESMILITIES TO REMAIN
OVERHEAD
UNE TABLE
UGIT POLE
UNE I
BEARING 1
LENGTH
Lf
S0270'24'E
30.04
L21
S1575'08'W
8.40
3
RA"LE GR—
OCHE_ __ _ =ACCESS EASEMENT
E-
-
4
N
LEGEND-STRUCTURESMILITIES TO REMAIN
OVERHEAD
________ E ________
UGIT POLE
+ LP
ELECTRICAL
ELECTRICAL
OP�n Nc s7a1e
UNDERGROU
ELECTRICALND
--------UE--------
U71UTY POLE
pp
RrMH
FIRE PROTECRON
________ Fp________
MANHOLE
OMH
GAS
________ G ________
CLEAN OUT
O CO
SANITARY SETTER
--------SS--------
DROP INLET,CATCH BASIN
001, CB
TELEPHONE
________ T________
FIRE HYDRANT
-6- FH
UWV
NDERGROUND
________ UT________
WATER VALVE
SS--------
ONE
DROP INLET,CATCH BASIN
tea•CS
TELEPHONE __
FISER OPTIC
-------- FO --------
INDIVIDUAL TREE NOT USED
+
UWVNDERGROUND
TOWARD TREE CONSERVATION.
WATER VALVE
WATER
________ W________
FORCE MAIN
--------FM--------
INDIVIDUAL TREE USED
— FG
________
CONSIR./CLEARING LIMITS
TOWARD TREE CONSERVATION.
0
STORM DRAIN
=________
PAVEMENT, S/W, STRUCTURES
INDIVIDUAL TREE
FORCE MAIN --
FliF-------
TO REMAIN.
C&G TO BE REMOVED.
LEGEND-STRUCTURES/UTILITIES TO BE REMOVED
OVERHEAD
E
_____
LIGHT POLE
# LP
ELECTRICAL
OP�n Nc s7a1e
Plrom: G/0.J/A311s
Fmr. 6/9.J1&]Sre
UND ND
UE—____
UTILITY POLE
Opp
RGRO
ELEFIRE
PROTECTION --
Fp-----
MANHOLE
QMH
GAS __
G
_____
CLEAN OUT
0 GO
SANITARY SEWER --
SS--------
DROP INLET,CATCH BASIN
tea•CS
TELEPHONE __
T________
FIRE HYDRANT
-& FH
UWVNDERGROUND
WATER VALVE
•
FIBER OPTIC -----
— FG
________
CONSIR./CLEARING LIMITS
WA17B7 ---Wr________
PAVEMENT, S/W, STRUCTURES
FORCE MAIN --
FliF-------
C&G TO BE REMOVED.
STORM DRAIN ---__----
INDIVIDUAL TREE
TO BE REMOVED.
EY NOTES
A TREE PROTECTION FENCE SEE DETAIL SHEET C -701—o --0—
B SAWCUT AND REMOVE PAVEMENT AND SIDEWALK.
REFER TO NERAL NOTES THIS SHEET.
© GRAVEL PARKING TO BE REMOVED.
OEXISTING PAVEMENT MARKINGS
GENERAL NOTES
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIRCA77ON ARE TO REMAIN AND BE PROTECTED FROM DAMAGE
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE MTH
MTN ALL APPLICABLE RULES AND REGULATIONS CONTRACTOR SHALL
SALVAGE ALL SIGNAG-r METERS, ETC. TO OWNER. COORDINATE MTN
OWNER PRIOR TO DEMOLITION.
3. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING GEARING
OPERATIONS CLEAR AND GRUB AS NEEDED MTHIN CONSTRUC77ON
LIMITS PER SPECIFICATIONS AND DRAMNGS EXISTING TREES
SHRUBS OR 0774ER LANDSCAPE MATERIAL MACH WILL CONFLICT WITH
NEW CONSTRUCTION SHALL BE REMOVED (WHETHER OR NOT SHOWN ON
774E DRAWINGS) FOLLOWING APPROVAL OF ARCHITECT. BY
SUBMITTING A BID, CONTRACTOR ACKNOWLEDGES THAT THE SITE HAS
BEEN INVESTIGATED TO DETERMINE TYPE, SIZE AND QUANTITY OF
GEARING REQUIRED FOR CONSTRUCTION.
A REMOVE EXCESS TOPSOIL AND DISPOSE OF PROPERLY OF-S11E
S ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW GUT
TO PROVIDE A STRAIGHT AND UNIFORM JOINT MTN NEW
CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB h GUTTER,
ETC THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL
BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS
OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON
THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS MAY U77UZE
OPEN CUT OF PAVEMENTS UNLESS INDICATED OITHERMSE. TRENCH
IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR
DETAIL ON SHEET 0701
6. PROTECT ALL ADJACENT PROPERTIES THE GENERAL PUBLIC AND
ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY
ARCHITECT IMMEDIATELY.
7 THE CONTRACTOR SHALL EMPLOY A QUALIFIED UIU77Y LOCATOR
SERVICE TO LOCATE ALL UNDERGROUND UTIU71ES (INCLUDING BUT
NOT LIMITED TO ELECTRICAL TELEPHONE GAS CABLE: FIBER OPTIC)
WITHIN THE LIMNS OF CONSTRUCTION.
8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS
EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
UNDERGROUND ELEMENTS NOTIFY 774E ARCHITECT IMMEDIATELY IF
UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE MTN APPLICABLE
LOCAL, STATE AND OSHA REGULATIONS.
10. EXISTING MANHOLES, VALVE BOXES VAULTS CLEANOUTS UTILITY POLES
ETC TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERTY MTN THE PROPOSED FINISHED GRADES
(WETHER OR NOT INDICATED TO BE MODIFIEDZ
11. CONSTRUCTION MANAGER TO COORDINATE ALL PEDESTRIAN ACCESS
PATHS LOCATIONS UGH77NG ETC WIDMER.
12 EXISTING SITE INFORMATION TAKEN FROM SURVEY BY MCIOM AND CREED
DATED 11/8/05. SURVEY PROVIDED BY OWNER.
11 ANY AND ALL LANDSCAPING AND EXISTING TREES k SHRUBS TO
REMAIN MUCH ARE DAMAGED DURING DE7MOU77ON OR CONSTRUCTION
SHALL BE REPLACED BY 774E CONTRACTOR U71UZING A LICENSED
LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
ALL CONSTRUCTION SHALL BE IN STRICT
ACCORDANCE MTN CITY OF RALEIGH AND
NCDOT STANDARDS AND SPECIFICATIONS
GRAPHIC SCALE
a0 m a w IN
WINE NEW NEW 10000001
1 NEW NEW 11111111
( IN F1LZT )
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5
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
FORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAVETTEWLLE STREET, SUIiE1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
MEMBERS OF THEAMERICAN INSTITUTE OFARCHITECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I NO. I Description I Owe I
3. SANITARYSEWER REVISION 724/2009
4. CITY OF RALEIGH PERMIT BAT3/2009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN/RBT
CHECKED BY: JPK
EXISTING
CONDITIONS &
DEMO PLAN
AREA 1
C-201
o SOLUTIONS THROUGH LISTENING
R
NEFs—ERMI—CE BY DESIGN
CONSTRUCTION DOCUMENTS
CLH
DESIGN
=1%w
wx. r
OP�n Nc s7a1e
Plrom: G/0.J/A311s
Fmr. 6/9.J1&]Sre
LS3P ASSOCIATES LTD.
434 FAVETTEWLLE STREET, SUIiE1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
MEMBERS OF THEAMERICAN INSTITUTE OFARCHITECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I NO. I Description I Owe I
3. SANITARYSEWER REVISION 724/2009
4. CITY OF RALEIGH PERMIT BAT3/2009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN/RBT
CHECKED BY: JPK
EXISTING
CONDITIONS &
DEMO PLAN
AREA 1
C-201
o SOLUTIONS THROUGH LISTENING
R
NEFs—ERMI—CE BY DESIGN
CONSTRUCTION DOCUMENTS

C
C
r --
FALSTAFF
ROAD
F'1
260
265
0
EASEMENT
1
�o
225
230
245
ft
z
--------------
N
30' CITY OF RALEIGH--
0
-ACCESS
.,
GRAVEL CONSTR. ENTRANCE
TEMP. DIVERSION DITCH / BERM
[:)ESICN
SEE DETAIL SHEET C-701.
SEE DETAIL SHEET C-701.
CHECKED BY.
409 IWeet a
TEMPORARY SILT FENCE
ex�F, ,evc sere
Phom: 919.31AMI
SEE DETAIL SHEET C-701.
�'•�
TEMP. INLET PROTECTION DEVICE
���•
SEE DETAIL SHEET C-702. ------'
EXISTING CONTOUR
®
REINFORCED SLi FENCE OUTLET
FINISHED CONTOUR
SEE DETAIL SHEET C-701.
^�
TEMPORARY CONTOUR
PERMANENT OUTLET PROIECTON
(TEMP• GRADES DURING CONSTR.)
SEE DETAIL SHEET C-701.
TEMP. CHECK DAM
V
SEE DETAIL SHEET C-702.
W
TEMP. ROOK PILE INLET PROTECTION
•
SEE DETAIL SHEET C-701.
TEMP. CHANNEL LINING
SEE DETAIL SHEET C-701.
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF
RALEIGH AND NODDY STANDARDS AND SPECIFICATIONS
2 THE CONTRACTOR SHALL COMPLY WIN ALL STATE AND LOCAL CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE ALL
OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR
SUCH ACTIVITIES.
3 THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT.
4. TOTAL DISTURBED AREA: 10.15 ACRES.
5. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION
AFTER WORK STOPPAGE EACH DAY. SEE DETAIL SHEET C-702.
6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL
SEDIMENT FOLLOWING SIE STABIUZATION. INTERIOR FLUSHING OF SYSTEM SHALL
BE PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE
DRAINAGE SYSTEM.
Z THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON -ERODIBLE
MATERIALS ONLY. NO SOIL. SAND OR OTHER ERODIBLE FINE GRAINED
MATERNAL SHALL BE STORED OUTSDE OF THE LIMITS OF THE SITE PROTECTED
BY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.
8. SGL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN
THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION CONTROL
DEVICES AND MEASURES STOCKPILES SHALL BE STABIUZED AS REQUIRED AND
AS INDICATED IN THE SLOPE & SURFACE STABIUZATON NOTES THIS SHEET.
9. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION SEIKO
2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB UNE ELEVATION SHALL BE
LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO
ANY BERM. FOLIAGE FENCE WALL, SIGN, OR PARKED VEHICLE REFER TO
SECTION 10-2088 OF THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS
10. CONSTRUCTION MANAGER IS TO AMEND THE TOP SIX INCHES OF LAWN
AREAS WIN 3' OF TOPSOIL IMPORT ADDITIONAL TOPSOIL AS NEEDED
TO MEET THE SPECIFICA71ONS
if. ONCE TOPSOIL IS INSTALLED ON SITE CONTACT ARCHITECT TO SCHEDULE
AN INSPECTION BY OWNER AND ARCHITECT. IF TOPSOIL IS ACCEPTED,
CONSTRUCTION MANAGER SHALL COORDINATE WITH LANDSCAPE CONTRACTOR
TO BEGIN PERME14ANT SEEDING, SOD, MULCH AND PLANING
INSTALLATIONS
12. CONSTRUCTION MANAGER SHALL BE RESPONSIBLE FOR KEEPING ALL
EQUIPMENT & SUBCONTRACTORS AWAY FROM SEEDED AREAS IF DAMAGE
OCCURS THROUGH NO FAULT OF THE OWNER, AREAS SHALL BE REGRADED
AND RESEEDED IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER.
13. SEE SHEET C402 FOR CONSTRUCTION SEQUENCE AND AODTONAL EROSION
CONTROL NOTES
I I] / / �� / / /�/� �255� 2DJ j i // / 2 STTOR PERFORM
ATER AT ALL DISCHREGULAR HARGE PONTSG AND iADOCUMEENT ALL ONS OF
l 1 • • / •/ / / \ --- -' / / / j SAMPLING AND OBSERVATIONS SEE SPECIFICATIONS 02220
♦• I • I / _/ 252 / FOR FURTHER DETAILS. ( )
/ / •♦ / 11• �i / i / ----/ /
J. REMOVE SEDIMENT FROM SEDIMENT ]RAPS AND BASINS WHEN
\\ II 11 I I ♦ • I I / i i /L '5QX
D
---' CAN REPLACE VFILTTHE SMUENT POOL
• / / / �/� 250- / i % /% NO LONGER DRAINS PROPERLY.
/ 4. �MEDETFSES
� THE FENCE REPAIR SILT ANECESSARY TO
MAINTAIN A BARRIER.
1 • \ _ / - / i /� / i i / 5. ALL SEEDED AREAS SHALL BE FERTLIZED, RE -SEEDED AS
DIigIN • F� - i i / / / / /
♦ • - / NECESSARY, AND MULCHED ACCORDING A VE GROWTH. SPECS
HDPE $EE \_-- / \ / / / / / / / i ID MAINTAIN A VIGOROUS DENS VEGETATIVE GROWTIH.
AIL /moi - / ♦ \\ j��� ��� __ j' i l/ 8. MAINTAIN TREE PROTECTION FENCING THROUGHOUT DURATION OF
;'- - _ j/ j CONSTRUCTION.
r- SLOPE & SURFACE STABILIZATION
DURING ALL PHASES OF CONSTRUCTION. GROUNDCOVER OR OTHER
DEVICES OR STRUCTURES SUFFICIENT 70 RESTRAIN EROSION SHALL
BE PROVIDED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
OR 21 CALENDAR DAYS (WHICHEVER PERIOD IS SHORM?) FOLLOWING
A TEMPORARY OR PERMANENT STOPPAGE OF GRADING WORK IN A
SPECIFIC AREA. TEMPORARY SEED IMMEDIATELY ALL DISTURBED
AREAS WHERE GRADING ACTIVITIES HAVE STOPPED AND WILL NOT
CONTINUE FOR MORE THAN 15 -DAYS
FINAL PERMANENT GROUNDCOVER OR OTHER SURFACE STAMUZATION
SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED ON ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS
(WHICHEVER PERIOD IS SHORTER) FOLLOWING COMPLETION OF ALL
CONSTRUCTION ON THE PROTECT.
THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET
EROSION AND SEDIMENT CONTROL REGULATIONS THE CONTRACT
DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION
REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED THOSE ABO]£
SLOPE EROSION CONTROL MATING SHALL BE INSTALLED FOR
TEMPORARY STABIUZATON DURING THE ESTABUSHMENT OF
VEGETATIVE COVER ON ALL STEEP SLOPES (B:1 OR STEEPER).
REFER TO SPECIFICATION SDnON 02220 FOR MATERIAL
SPECIFICATIONS INSTALL MATING PER MANUFACTURER'S
INSTRUCTIONS
lYOE`Y D•EA \\ z \ \\ \ \ \\\ \
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1 inch = 40 It
2 3 4 5
Wake County
Mental Health
Continuum of
Care Services
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
VORTH CAROL]
LS3PASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27801.1701
TEL. [phone] FAX [phone]
WWW.LS3P.COM
RTIUNU I
MEMBERS OF THEAMERICAN INIrrmnE OFARCHRE
COPYRIGHT 2003 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCE
IN ANY FORM WITHOUT WRITTEN PERMISSIC
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. I Da pfion I Data
3. SANITARYSEWERREVISION 7/24/2009
Q, CRY OF RALEIGH PERMIT 8/03/2009
CHANGES
PROJECT:
CLH
DATE.
[:)ESICN
CUI D.A^ FA
TN/RBT
CHECKED BY.
409 IWeet a
ex�F, ,evc sere
Phom: 919.31AMI
For. 9fAJ/a761S
LS3PASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27801.1701
TEL. [phone] FAX [phone]
WWW.LS3P.COM
RTIUNU I
MEMBERS OF THEAMERICAN INIrrmnE OFARCHRE
COPYRIGHT 2003 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCE
IN ANY FORM WITHOUT WRITTEN PERMISSIC
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. I Da pfion I Data
3. SANITARYSEWERREVISION 7/24/2009
Q, CRY OF RALEIGH PERMIT 8/03/2009
CHANGES
PROJECT:
8401-074730
DATE.
0527.09
DRAWN BY:
TN/RBT
CHECKED BY.
JPK
EROSION
CONTROL PLAN
AREA 1
C-401
SOLUTIONS THROUGH LISTENING
J SERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

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1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND
SPECIFICATIONS.
2. INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 4 -FT. INSTALL WATER SERVICES WITH NO LESS THAN 18 -IN OF
COVER O SUBGRADE.
3. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3 -FT TO FINISHED GRADE UNLESS DUCTILE IRON PIPE IS USED.
INSTALL SEWER SERVICES WITH NO LESS THAN 18 -IN OF COVER TO SUBGRADE.
4. INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
5. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10 -FT.
6. WATER AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 18 -IN TO ALL OTHER
UTILITIES. IF 18" CLEAREANCE IS NOT POSSIBLE, BOTH PIPES MUST BE DIP OR CAST IN CONCRETE PER CITY OF
RALEIGH REQUIREMENTS.
7. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND
07HER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV.
B. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF
ANY DISCREPANCIES ARE DISCOVERED.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND HALL MAKE REPAIRS AT NO EXPENSE O
THE OWNER.
10. ALL CONSTRUCTION SHALL COMPLY K17H ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.
11. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
12. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE
O ADJACENT FACILITIES. COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT- DOWNS WITH THE OWNER.
13. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF
PAVEMENT FOR UTILITY INSTALLATION.
14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
15. ALL ROOF DRAINS AND DOWNSPOUT CONNECTIONS SHALL BE 8" PVC (SCH 40) 0 1.04% MIN. SLOPE UNLESS INDICATED
OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24 -IN.
16. ALL SANITARY SEWER SERVICES SHALL BE 6" DIP 0 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE.
17. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE
THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO
ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE RALEIGH CITY CODE
FOR ADDITIONAL DETAILS.
KEY NOTES
OFIRE
HYDRANTASSEMBLY,TAIL
MECHANICAL EUPMENT, TRANSFOMER AND
I
O RMECHANICAL
efESICN
VALVE, EE DETAIL HEET CE 703.
GENERATOR, SEE ELECTRICAL AND
OTHRUST
UTILITY LEGEND
Su120
- 03KING,
70
SHEETC-703.
O POWER SERVICE TO BUILDING, SEE ELECTRICAL
SANITARY MANHOLE, SEE
Z
Fax: 91H.319. ]516
DETAIL SHEET CR i
EXISTING
PROPOSED
EXTEND SERVICE TO WITHIN 5'-0" OF
O TRAFFIC SIGNAL CABINET. SEE SIGNAL PLANS.
BUILDING WALL. REFER TO PLUMBING
PLANS FOR EXACT LOCATION AND
TRAFFIC SIGNAL CONSTRUCTION AND MAINT.
OVERHEAD ELEC E-----
-E-
O EASEMENT.
FINISHOFLOOR FOR PROTECTION
O NATURAL GAS METER. SEE MECHANICAL PLANS
CONNECTION. SEE DETAIL SHEET C-704.
FOR DETAILS.
O B" TO 6" DIP REDUCER.
OF
STANDARD CLEANOUT, SEE DETAIL SHEET
----
UNDERGROUND ELEC - --UE-----
UE
C704. PROVIDE PRECAST DONUTS FOR
OCONTRACTOR TO COORDINATE WITH LOCAL GAS
ALL STANDARD CLEANOUTS.
COMPANY FOR SERVICE TO TAP O GAS MAIN
V
IN OOK ROAD.
O
GAS -- G -----
G
O
AN
"X N AND ,
NATURAL
PLANS. TO BUILDING, SEE
VALVE ASSEMBLY AND BLOCKING, SEE DETAIL
DETAIL SHEET C-703.®
CONDUITS FROM CAU TELECOM ROOM TO
SANITARY SEWER ----SS-----
SS
ENTRANCE SIGN AT SUNNYBROOK ROAD. SEE
ELECTRICAL PLAN.
DETAIL SHEET C-704.
©PRIMARY POWER FEED PROVIDED BY PROGRESS
ENERGY.
OGATE
TELEPHONE ---- T-----
T
PEDISTAL MOUNTED SECURITY TELEPHONE. SEE
OB"
DOUBLE DETECTOR CHECK VALVE
PLAN.
ASSEMBLY(DSEE) MT HI NHEET ATEC-704.
UNDERGROUND TELE -
UT
ENCLOSUREMODEL
ELECTR M DRAWING FOR DET
4500A BY WILKINS.
EE DOMESTIC BACKFLOW DEVICE INSIDE THE BUILDING,
©POST
INDICATOR VALVE W/ TAMPER
----UT--
WATER -- W_____
W
O4"
DOMESTIC WATER METER AND VAULT,
FF 1" PVC CONDUIT FROM DEMARCATION POINT TO
LIGHTED BOLLARDS.
SEE DETAIL SHEET C-704.
OSHEETOF
SEE DETAIL
CC I" PVC CONDUIT FROM DEMARCATION POINT TO
STAND PIPE SUPPLY ---SP-----SP
OOHOT
!ASSEMBLY,
DUCT SHOVW FORH DEMARCA77N POINT LOPLAN.BOX
®HEATEDTENCLOS
COORDIINNATION.ATION
SEE DETAILBANK
ETC- 05.
--------
OP
-
FIRE PROTECTION ----FP---
FP
ELECTRICAL PLAN FOR DETAILS.
OF TO SAD TO SERVICE COURT OF CAU.
OSITE
_
----
V
N
DETAIL SHEET C-705. SEE A-151 FOR DOWNSPOUT
FORCE MAIN ----FM-----
FM
LOCATION.
_________________________________________________I
11
WITHIN HEATED ENCLOSURE. BFP TO BE WILKINS
FIBER OPTIC ----FO-----
FO
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RD
______________________________
CP&L EASEMEET
----
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STORM DRAIN
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LIGHT POLE # LP
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BRIAN CENTER RALEIGH, INC.
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---------
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IIII II
UTILITY NOTES
UTILITY
Ili AREA 2-30� TYPE B TRANSITIONAL PROTECTIVE YARD
Ii III I __AF L AREA 3 -66 -TY E B TRANSIT! JAL PRO TECP VE YARD
AREA 7-80' TYP�EB TRANSITIONAL PROTECTIVE
II I Iii f EAS Tom=/
II 111 1 I" �m DB 7 W31 B L
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Ilu 111111
111 I�iI CITY of RA 'GH
II^I_C11
SITE TRIA G E
Iu ill^ IIS (15'4407
III 101, C.P.& L.
EF{SEMENT
D®.2937 PG531
ii
��I \ T TRAFFIC SIGNAL
II IIT _... CONTRUCTION AND MAINT.
AS U
i� GAS 3
C.A.U.
BUILDING
FFE=258.00
FIRE
(GRASS
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FP
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S.A.U.
BUILDING
FFE=254.00
T- N
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ee
Private
Water Dis 7btritest /Rrmamm System
The City OfReleigh comes to the Connection d its pub' wamnc� system
end roman®® oftbe privet walm diehibutim ayes!® as a wthis plm.
The mamial sock emsetims methods used fm ttie project shell ..61m
te the starl and specificsGms ofthe City's Public Utilities Eimel ok
City aRaleigh
Public Utilities Depamm tPermit8
AImeel lte CoMmat
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND
SPECIFICATIONS.
2. INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 4 -FT. INSTALL WATER SERVICES WITH NO LESS THAN 18 -IN OF
COVER O SUBGRADE.
3. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3 -FT TO FINISHED GRADE UNLESS DUCTILE IRON PIPE IS USED.
INSTALL SEWER SERVICES WITH NO LESS THAN 18 -IN OF COVER TO SUBGRADE.
4. INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
5. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10 -FT.
6. WATER AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 18 -IN TO ALL OTHER
UTILITIES. IF 18" CLEAREANCE IS NOT POSSIBLE, BOTH PIPES MUST BE DIP OR CAST IN CONCRETE PER CITY OF
RALEIGH REQUIREMENTS.
7. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND
07HER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV.
B. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF
ANY DISCREPANCIES ARE DISCOVERED.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND HALL MAKE REPAIRS AT NO EXPENSE O
THE OWNER.
10. ALL CONSTRUCTION SHALL COMPLY K17H ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.
11. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
12. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE
O ADJACENT FACILITIES. COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT- DOWNS WITH THE OWNER.
13. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF
PAVEMENT FOR UTILITY INSTALLATION.
14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
15. ALL ROOF DRAINS AND DOWNSPOUT CONNECTIONS SHALL BE 8" PVC (SCH 40) 0 1.04% MIN. SLOPE UNLESS INDICATED
OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24 -IN.
16. ALL SANITARY SEWER SERVICES SHALL BE 6" DIP 0 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE.
17. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE
THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO
ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE RALEIGH CITY CODE
FOR ADDITIONAL DETAILS.
KEY NOTES
OFIRE
HYDRANTASSEMBLY,TAIL
MECHANICAL EUPMENT, TRANSFOMER AND
I
O RMECHANICAL
efESICN
VALVE, EE DETAIL HEET CE 703.
GENERATOR, SEE ELECTRICAL AND
OTHRUST
TYP, SEE DETAIL
Su120
- 03KING,
70
SHEETC-703.
O POWER SERVICE TO BUILDING, SEE ELECTRICAL
SANITARY MANHOLE, SEE
Fax: 91H.319. ]516
DETAIL SHEET CR i
O .TRAFFIC SIGNAL POLES. SEE SIGNAL PLANS.
OD
EXTEND SERVICE TO WITHIN 5'-0" OF
O TRAFFIC SIGNAL CABINET. SEE SIGNAL PLANS.
BUILDING WALL. REFER TO PLUMBING
PLANS FOR EXACT LOCATION AND
TRAFFIC SIGNAL CONSTRUCTION AND MAINT.
INVERT ELEVATIONS.
EXTENO
IFIRE
O EASEMENT.
FINISHOFLOOR FOR PROTECTION
O NATURAL GAS METER. SEE MECHANICAL PLANS
CONNECTION. SEE DETAIL SHEET C-704.
FOR DETAILS.
O B" TO 6" DIP REDUCER.
OF
STANDARD CLEANOUT, SEE DETAIL SHEET
C704. PROVIDE PRECAST DONUTS FOR
OCONTRACTOR TO COORDINATE WITH LOCAL GAS
ALL STANDARD CLEANOUTS.
COMPANY FOR SERVICE TO TAP O GAS MAIN
B" PVC ROOF DRAIN. SEE PLUMBING LAN
IN OOK ROAD.
O
T BUILDING.
FORVERT LEVA77OBUILDING.
GAS
O
AN
"X N AND ,
NATURAL
PLANS. TO BUILDING, SEE
VALVE ASSEMBLY AND BLOCKING, SEE DETAIL
DETAIL SHEET C-703.®
CONDUITS FROM CAU TELECOM ROOM TO
OFIRE
DEPARTMENT CONNECTION, SEE
ENTRANCE SIGN AT SUNNYBROOK ROAD. SEE
ELECTRICAL PLAN.
DETAIL SHEET C-704.
©PRIMARY POWER FEED PROVIDED BY PROGRESS
ENERGY.
OGATE
VALVE AND VALVE BOX, SEE DETAIL
SHEET C-703.
CC CONDUIT FROM CAU TELECOM ROOM TO EACH
PEDISTAL MOUNTED SECURITY TELEPHONE. SEE
OB"
DOUBLE DETECTOR CHECK VALVE
PLAN.
ASSEMBLY(DSEE) MT HI NHEET ATEC-704.
(,ELECTRICAL
L SECURITY TELEPHONE. SEE
ENCLOSUREMODEL
ELECTR M DRAWING FOR DET
4500A BY WILKINS.
EE DOMESTIC BACKFLOW DEVICE INSIDE THE BUILDING,
©POST
INDICATOR VALVE W/ TAMPER
SWITCH, SEE SPECIFICATIONS.
SEE PLUMBING PLANS.
O4"
DOMESTIC WATER METER AND VAULT,
FF 1" PVC CONDUIT FROM DEMARCATION POINT TO
LIGHTED BOLLARDS.
SEE DETAIL SHEET C-704.
OSHEETOF
SEE DETAIL
CC I" PVC CONDUIT FROM DEMARCATION POINT TO
OOHOT
!ASSEMBLY,
DUCT SHOVW FORH DEMARCA77N POINT LOPLAN.BOX
®HEATEDTENCLOS
COORDIINNATION.ATION
SEE DETAILBANK
ETC- 05.
RE. SEEOELECTRICAFROM
OP
TELECOMMUNICATION PULL BOX, SEE
3" UNDERGROUND FUEL LINE FROM SERVICE COURT
ELECTRICAL PLAN FOR DETAILS.
OF TO SAD TO SERVICE COURT OF CAU.
OSITE
LIGHTING SHOWN FOR COORDINATION,
JJ DOWNSPOUT CONNECTION TO STORM DRAIN. SEE
SEE PROGRESS ENERGY SITE LIGHTING PLAN.
DETAIL SHEET C-705. SEE A-151 FOR DOWNSPOUT
LOCATION.
® 6" REDUCED PRESSURE BACKFLOW PREVENTOR
WITHIN HEATED ENCLOSURE. BFP TO BE WILKINS
975 OR APPROVED EQUAL. SEE SHEET C-704.
.i TEST I
WIRE$' 4
W o / L
_- W/L y * / \ `0 ASF
CITY DE RALEi III ® _'Oq
SITE TRIA GL 3
}I �N BIUFFER^ / APPROXIMATE 700 YEAR
(75'x4 0') (11 I FLOOD ZONE (ZONE AE)
GES
I I w 60TPTRANSITION
L PROTECTIVE YARD
PL G
-
TOP of /
\ \ Nk
hwM Fess cNAL III T
rNIWCTION W AND AINr
EASEWNT
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I - -� - BM 1995 PG 1235 \ >� E �� E ---
t c N/F - _ _ _ _
li illi li I WAKE MEDICAL N/F T - - N/F - - _
1 WAKE MEDICAL PROPERTY SERVICES WAKE MEDICAL PROPERTY SERVICES N/F N F
II ro I PROPERTY SERVICES J.B. HARRISON PROPERTIES, LLC � /
j1111 DB 8314 PG 976 DB 8314 PG 976 DB 7922 PG 412 J., B. HARDISON PROPERTIES, LLC
n DB 8529 PG 9693
1 PIN# 1723.06-39-7526 PIN# 9723.06-39-9536 PIfJJJ 7723.06-49-7457 OR 9242 PG 562, USE: OFFICE
EL II 1 I 0&1-2, VACANT 0&1-2, VACANT 0&1-2, DAY CARE PINJ( &B-2, OFFICE 484 PIN 7723.06-49-5494, ZONED PP 2
I f 0&I-2, OFFICE #
1 1 2 13 14
ATTENTION CONTRACTORS
TFe Cewma,.tim OraOaumrie reepmeibh drthe eateo®oe ofwlda, eewa
ffi/mmm0.ca eppmvedmthm plms, usrepoa ble fm
ra6aa rRMannganxar a !9191 u]-rna am thera6ae wow
IAPaweraw et foto) 996-6g10 at lees[arabfear bean psimrohgummg
am ortheirranem�etian.
Reffuse romtifythe titytf"yallmmf hedvevice ofbegimtiog
wmwctiw, wdlrwult tithe ieeuece of nmed,ysaes .and
mquve remalaon of any wa[a m sewer facgidw vot impzted es
reeuh of this notigeLLiw dilute.
Failure to cog far loped®, Iml aDmmetrem Pies, hive
Pamided Pdm on the TONim, a any oda Violedan oraw aitaleio
Sdndads wdl rmdt in a Pius and fbsobl. E baro fiom dwmwoh
inthe CiWaReblgh.
Private
Sewn C98echm, /Extension System
The City ofRaleighc is to the Co®eCtim W it's public sewer syslm
and extension ofthe imnse sewer coPatiun system es shownonthie ph.
The mistrial andcomtmetione methodsused fel projectshell acid.
W the sbvdads and spec5cm. Otte City's Public Utilities Hmdbook.
CityofRelcigh
Public UtilitiesDepmtmeet Perri[ N
Auffium man to Conshuct
]Ate
GRAPHIC SCALE
40 0 20 ao eo 160
IN FEET )
1 inch = 40 ft.
5
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
NORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUIiE1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
e/()3LU-1
MEMBERS OF THEAMERICAN INSTITUTE OFARCHITEC7
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LSI ASSOCIATES LTD,
REVISIONS:
NO. I Description I Date
3. SANITARYSEWER REVISION 724/2009
4. CITY OF RALEIGH PERMIT 81012009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN / RBT
CHECKED BY: JPK
UTILITY
PLAN
AREA 1
C-501
SOLUTIONS THROUGH LISTENING
a
NEFs-ERVICE BY DESIGN
CONSTRUCTION DOCUMENTS
CLH
efESICN
CLH Oeal9n, PA
409 Mpency Forut Or.
Su120
Caryite . NC 2]316
Phone: [phone]]16
Fax: 91H.319. ]516
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUIiE1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
e/()3LU-1
MEMBERS OF THEAMERICAN INSTITUTE OFARCHITEC7
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LSI ASSOCIATES LTD,
REVISIONS:
NO. I Description I Date
3. SANITARYSEWER REVISION 724/2009
4. CITY OF RALEIGH PERMIT 81012009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN / RBT
CHECKED BY: JPK
UTILITY
PLAN
AREA 1
C-501
SOLUTIONS THROUGH LISTENING
a
NEFs-ERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

W
C
A
_S$ SS X F
25' STREET PROTECTIVE YARD I
RIM -20B. a I\
fJ/F
PRIVATE DRAINAGE
INV IN: =204.25" �o / CITY OF RALEIGH
INV OUT=203.93'
EASEMENT) l DB 1264 PG 247
-W / l BM 1958 PG 59
PIN# 1724.18-40-8465
Q // R-10, VACANT
/SSM"
RIM -185.46'
16
rH,SEFea 55� -
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40' JITY OF
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IN
EXISTING
a
OVERHEAD ELEC
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I
INV OU I(fJJ=199.4Y � 0 I
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UE
CITY OF RALEIGH
ACCESS EASEMENT
/
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,
OR 2153, PG. 379
TELEPHONE
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T
CURB INLET
;�, 60 III
; N/F
W
Z
1 \
ly
STAND PIPE SUPPLY
NP IN(/S-15RCP)=200.84'
w I ill
l BRADLEY PARK CONDOS
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\
FORCE MAIN
CE o
INV OUT(NW)=205.74'
< Q m
CRABTREE CREEK)
FO
ROOF DRAIN
----RD-----
RD -
STORM DRAIN
----_
OCOMPANY CONTRACTORNATE MTH LOCAL GAS
LIGHT POLE
# LP
FOR SERVICE AO AP TO GAS MAW
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R
Ay PP
J U III
MANHOLE
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0
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0
FIRE HYDRANT
___�_ FH
CONDUITS OM CAU TELECOM ROOM TO
® SIGN
WATER VALVE
\YEAR/
la
m\
'oI
SANITARY SEWER STRUCTURE I.D.
RONMATE t20NE AES
GATE VALVE AND VALVE BOX, SEE DETAIL
SHEET C-703.
I
l u Iw
II
Uit
DOUBLE DETECTOR CHECK VALVE
ELECTRICAL PLAN.
OB"
h in W .o III
/
ENCLOSURE, SEE DETAIL SHEET C-704.
ELECTRICAL DRAWING FOR DETAIL..
CURB INLET
t m m III
O
POST INDICATORVALVEW/ TAMPER
SE
SWITCH, SEE
PLUMBINGESTIC
III
I
DUESDC WATER METER AND VAULT,
FF 1" PVC CONDUIT FROM DEMARCATION POINT TO
LIGHTED BOLLARDS.
SEE DETAIL SHEET C-704.
INP-205OUT(N375"RCP=201.93"
J u
GG I" PVC CONDUIT FROM DEMARCATION POINT TO
&
OO
SHEET
A DUCT BANK FROM HOT
N
® T ERLBOX
ORDINATION.S EDETAIL SHEET C� 05.
---_
----
N
7ELECOMMUNICA71ON PULL BOX, SEE
1
Illi "
------ EASEMENT
20" CP&L EASEMEfJy
®
SITE LIGHTING SEFOR COORDINATION,
JJ DOWNSPOUTDRAIN. SEE
NNSETO
PP
- � E III
E -----E PP
PG 352 I
LOCATION.
PP
----
E ----- E -
to
BIS 7987
_ -________I
WITHIN HEATED ENCLOSURE. BP O BE WILKINS
975 OR APPROVED EQUAL. SEE SHEET C-704.
_
_
I
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TIL
_
-
O
SE
NAIL T
_
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_____
---------------
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ro
I J BASE OF 78"' PINE
f\
\ELEV = 27L20/f PROPOSES SLOPE EASEMENT
____________
(NAD 83) ,
DB 1845
PG 1D7
/
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u
4
BM 1995
PG 1235
,
F7
8" DIP
_S$ SS X F
25' STREET PROTECTIVE YARD I
RIM -20B. a I\
fJ/F
PRIVATE DRAINAGE
INV IN: =204.25" �o / CITY OF RALEIGH
INV OUT=203.93'
EASEMENT) l DB 1264 PG 247
-W / l BM 1958 PG 59
PIN# 1724.18-40-8465
Q // R-10, VACANT
/SSM"
RIM -185.46'
16
rH,SEFea 55� -
1
AREA 4-150' TYPE B Si ORAL PROTECTIVE YARDk
-SPP / RSRS������,,,,,,(((M(((H /
NV- 6�33',1C
0// /
STORM WA TER WETLAND W tWluH/ ��� �IM95.94�
r
\-;Y-
7-
SASH l / SSMH /
l
�U J0IM=19L.89" /
/ P.. 76Lh
F RM -4.33Y
(j l MP.' I T79/(
40' JITY OF
yv I SANT ARY S
AIDB 1269 PGI 18
C N
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ti e pp/
I�
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Iw � ti
4 M 3 0U
IN
APP F,OOD NEC
I cac+
1 40" CITY PF RALEIGH 40, A o-A,
� o�
SANITARY BEE7, SANITARY SEWEASEMENT 1 m v
�- OB 269 PC 18 Ai
�P
__ yy11
--------------- --C/-----'1------ \
E -- E -�'- E -- E PP
- - - -- A� sLE rake SETBADY \�
C l HUBERT-P KS & THOMAS L��SON TRUSTEESI
l OB 5460 PAI-624,USE VAeAf_T
N/F
CITY OF RALEIGH
DB 5443 PG 37
PIN# 1724.19-50-5547
R-10, VACANT
1 1 2 13
ATTENTION CONTRACTORS
7Re Construction Connaotar is responsible for the extension of water, sewer
and/or now as approved in these plans, is responsible for conmeting
Public Udfisiss Department at [phone] and the Public Work
Deparfeend at [phone] at least ftvenm fourboura prior to beginning
my of their construction.
Failure to notify the City Department in advance of beginning
construction, will result in the issuance of monetary5oes and
require reinstallation of my water or sewer facilities not inspected as
result of this notification failure.
Failure to call far Inspea:tion, Install a Downstream Plug, have
Permitted Plans m the 7obaite, car my other Violation c City ofRakigh
Standards will result in a Fine audPossible ExclusionSom future work
in the City oflialolgh.
Public
Water DistiibutmalRom oss System
The City ofRaII coneenb to the cenvection and exfemiem ofthe City's
public water system a shown on this plan. The material end oonsnuctim
methods used fm this protect shall coeform to the mushads end specuiicatiow
aide City's Public Utilities Han&ook,
City ofRedaigh
Public Utilities Department Permit It
Au[hmi stianto ConsWct
Date
Private
Sewer couectlon /Ernnsim System
The City ofRmeigh consents to the connection to its public sewer system
and extension ofthe leivate sewas collection system as derso on this plan.
The material and conetrucliona methods used far the project shell confirm
to the standards endspecifictions fthe City's Public Utilities Handbook.
City ofRaleigb
Public Utilities Deparmaent Pe®t0
Authorization to Construct
UTILITY INSTALLATIONS AND OTHER PUBLIC
FACILITES INCLUDING SIDEWALKS AND HANDICAP
ON ALL STREETS ARE TO BE CONSTRUCTED RAMPS
AS SPECIFIED BY CITY CODE. THESE FACILITIES
HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDED
PRIOR TO FINAL ACCEPTANCE.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
CONSERVATION ENGINEER
PLANNING
UTILITY LEGEND
EXISTING
a
OVERHEAD ELEC
---- E-----
E
UNDERGROUND ELEC
----UE-----
UE
CITY OF RALEIGH
ACCESS EASEMENT
/
-G-
SANITARY SEWER
¢
OR 2153, PG. 379
TELEPHONE
---- T-----
T
UNDERGROUND TELE
----UT-----
AM 00
7S
/
1 \
ly
STAND PIPE SUPPLY
----SP---
rO
P2
(FROMTHIS CL OR
LINETO
----FP-----
\
FORCE MAIN
CE o
FM
FIBER OPTIC
CRABTREE CREEK)
FO
ROOF DRAIN
----RD-----
RD -
STORM DRAIN
----_
OCOMPANY CONTRACTORNATE MTH LOCAL GAS
LIGHT POLE
# LP
FOR SERVICE AO AP TO GAS MAW
�I
R
Ay PP
Ar
MANHOLE
OMH
•
CLEAN OUT
0 CO
0
DROP INLET,CATCH BASIN EiDI, CB
0
FIRE HYDRANT
___�_ FH
CONDUITS OM CAU TELECOM ROOM TO
® SIGN
WATER VALVE
\YEAR/
�r
m\
'oI
SANITARY SEWER STRUCTURE I.D.
RONMATE t20NE AES
GATE VALVE AND VALVE BOX, SEE DETAIL
SHEET C-703.
I
APP F,OOD NEC
I cac+
1 40" CITY PF RALEIGH 40, A o-A,
� o�
SANITARY BEE7, SANITARY SEWEASEMENT 1 m v
�- OB 269 PC 18 Ai
�P
__ yy11
--------------- --C/-----'1------ \
E -- E -�'- E -- E PP
- - - -- A� sLE rake SETBADY \�
C l HUBERT-P KS & THOMAS L��SON TRUSTEESI
l OB 5460 PAI-624,USE VAeAf_T
N/F
CITY OF RALEIGH
DB 5443 PG 37
PIN# 1724.19-50-5547
R-10, VACANT
1 1 2 13
ATTENTION CONTRACTORS
7Re Construction Connaotar is responsible for the extension of water, sewer
and/or now as approved in these plans, is responsible for conmeting
Public Udfisiss Department at [phone] and the Public Work
Deparfeend at [phone] at least ftvenm fourboura prior to beginning
my of their construction.
Failure to notify the City Department in advance of beginning
construction, will result in the issuance of monetary5oes and
require reinstallation of my water or sewer facilities not inspected as
result of this notification failure.
Failure to call far Inspea:tion, Install a Downstream Plug, have
Permitted Plans m the 7obaite, car my other Violation c City ofRakigh
Standards will result in a Fine audPossible ExclusionSom future work
in the City oflialolgh.
Public
Water DistiibutmalRom oss System
The City ofRaII coneenb to the cenvection and exfemiem ofthe City's
public water system a shown on this plan. The material end oonsnuctim
methods used fm this protect shall coeform to the mushads end specuiicatiow
aide City's Public Utilities Han&ook,
City ofRedaigh
Public Utilities Department Permit It
Au[hmi stianto ConsWct
Date
Private
Sewer couectlon /Ernnsim System
The City ofRmeigh consents to the connection to its public sewer system
and extension ofthe leivate sewas collection system as derso on this plan.
The material and conetrucliona methods used far the project shell confirm
to the standards endspecifictions fthe City's Public Utilities Handbook.
City ofRaleigb
Public Utilities Deparmaent Pe®t0
Authorization to Construct
UTILITY INSTALLATIONS AND OTHER PUBLIC
FACILITES INCLUDING SIDEWALKS AND HANDICAP
ON ALL STREETS ARE TO BE CONSTRUCTED RAMPS
AS SPECIFIED BY CITY CODE. THESE FACILITIES
HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDED
PRIOR TO FINAL ACCEPTANCE.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
CONSERVATION ENGINEER
PLANNING
UTILITY LEGEND
UTILITY NOTES
1. ALL CONSTRUC77ON SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND
SPECIFICATIONS.
2. INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 4 -FT. INSTALL WATER SERVICES MTH NO LESS THAN 18 -IN OF
COVER TO SUBGRADE.
3. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3 -FT TO FINISHED GRADE UNLESS DUCTILE IRON PIPE IS USED.
INSTALL SEWER SERVICES MTH NO LESS THAN 18 -IN OF COVER TO SUBGRADE.
4. INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
5. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10 -FT.
6. WATER AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 18 -IN TO ALL OTHER
UTILITIES. IF 18" CLEAREANCE IS NOT POSSIBLE, BOTH PIPES MUST BE DIP OR CAST IN CONCRETE PER CITY OF
RALEIGH REQUIREMENTS.
Z COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND
OTHER TRADES INCLUDING BUT NOT LIMITED TO. NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV
B. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR O CONSTRUCTION. NOTIFY ARCHITECT IF
ANY DISCREPANCIES ARE DISCOVERED.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO
THE OWNER.
10. ALL CONSTRUCTION SHALL COMPLY WI7H ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.
11. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
12. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUC71ON TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE
TO ADJACENT FACILITIES. COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT- DOWNS WITH THE OWNER.
13. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF
PAVEMENT FOR UTILITY INSTALLATION.
14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE MTH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
15. ALL ROOF DRAINS AND DOWNSPOUT CONNECTIONS SHALL BE B" PVC (SCH 40) 0 1.04$ MIN. SLOPE UNLESS INDICATED
OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24 -IN.
16. ALL SANITARY SEWER SERVICES SHALL BE 6" DIP 0 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE.
I Z WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE
THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED O
ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE REFER O SECTION 10-2086 OF THE RALEIGH CIN CODE
FOR ADDITIONAL DETAILS.
KEY NOTES
OFIRE
EXISTING
PROPOSED
OVERHEAD ELEC
---- E-----
E
UNDERGROUND ELEC
----UE-----
UE
GAS
---- G-----
-G-
SANITARY SEWER
----SS-----
SS
TELEPHONE
---- T-----
T
UNDERGROUND TELE
----UT-----
UT
WATER
____W_____
ly
STAND PIPE SUPPLY
----SP---
SP
FIRE PROTECTION
----FP-----
FP
FORCE MAIN
----FM-----
FM
FIBER OPTIC
----FO---
FO
ROOF DRAIN
----RD-----
RD -
STORM DRAIN
----_
OCOMPANY CONTRACTORNATE MTH LOCAL GAS
LIGHT POLE
# LP
FOR SERVICE AO AP TO GAS MAW
UTILITY POLE
Ay PP
Ar
MANHOLE
OMH
•
CLEAN OUT
0 CO
0
DROP INLET,CATCH BASIN EiDI, CB
0
FIRE HYDRANT
___�_ FH
CONDUITS OM CAU TELECOM ROOM TO
® SIGN
WATER VALVE
+-
�r
CONIC THRUST BLOCKING
DETAIL SHEET C-704.
SANITARY SEWER STRUCTURE I.D.
Q1
UTILITY NOTES
1. ALL CONSTRUC77ON SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND
SPECIFICATIONS.
2. INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 4 -FT. INSTALL WATER SERVICES MTH NO LESS THAN 18 -IN OF
COVER TO SUBGRADE.
3. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3 -FT TO FINISHED GRADE UNLESS DUCTILE IRON PIPE IS USED.
INSTALL SEWER SERVICES MTH NO LESS THAN 18 -IN OF COVER TO SUBGRADE.
4. INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
5. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10 -FT.
6. WATER AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 18 -IN TO ALL OTHER
UTILITIES. IF 18" CLEAREANCE IS NOT POSSIBLE, BOTH PIPES MUST BE DIP OR CAST IN CONCRETE PER CITY OF
RALEIGH REQUIREMENTS.
Z COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND
OTHER TRADES INCLUDING BUT NOT LIMITED TO. NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV
B. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR O CONSTRUCTION. NOTIFY ARCHITECT IF
ANY DISCREPANCIES ARE DISCOVERED.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO
THE OWNER.
10. ALL CONSTRUCTION SHALL COMPLY WI7H ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.
11. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
12. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUC71ON TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE
TO ADJACENT FACILITIES. COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT- DOWNS WITH THE OWNER.
13. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF
PAVEMENT FOR UTILITY INSTALLATION.
14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE MTH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
15. ALL ROOF DRAINS AND DOWNSPOUT CONNECTIONS SHALL BE B" PVC (SCH 40) 0 1.04$ MIN. SLOPE UNLESS INDICATED
OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24 -IN.
16. ALL SANITARY SEWER SERVICES SHALL BE 6" DIP 0 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE.
I Z WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE
THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED O
ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE REFER O SECTION 10-2086 OF THE RALEIGH CIN CODE
FOR ADDITIONAL DETAILS.
KEY NOTES
OFIRE
HYDRANT ASSEMBLY, SEE DETAIL
RMECHANICAL EQUIPMENT, TRANSFORMER AND
cfESICN
VALVE, SEE DETAIL SHEET C-703.
GENERATOR, SEE ELECTRICAL AND MECHANICAL
703KING, TYP, SEE DETAIL
seria 1c
SHEETTC
POWER SERVICE O BUILDING, SEE ELECTRICAL
SANITARY DETAIL SHEET �R MANHOLE, SEE
(D TRAFFIC SIGNAL POLES. SEE SIGNAL PLANS.
Fax: 91H.319. ]516
TO
TRAFFIC SIGNAL CABINET. SEE SIGNAL PLANS.
BUIILDINGSWALLE REFER TIO PLUMBING
PLANS FOR EXACT LOCATION AND
TRAFFIC SIGNAL CONSTRUCTION AND MAINZ
INVERT ELEVATIONS.
O EASEMENT.
I
WATERTO 12 -IN AB
NATURAL GAS METER. SEE MECHANICAL PLANS
FIN SHDFLO R FOR FIRE PROTECTION
CONNECTION, SEE DETAIL SHEET C-704.FR
DETAILS.
D
OSTANDARD
CLEANOUT, SEE DETAIL SHEET
B" O 6" DIP REDUCER.
PROVIDE PRECAST DONUTS FOR
OCOMPANY CONTRACTORNATE MTH LOCAL GAS
ALL STANDARDCEEANOUTS.
FOR SERVICE AO AP TO GAS MAW
LAN
8- PVC ROOF DRAIN. SEE PLUMBING
IN
LEVA71ONATBILDNG.
NATURAAASCE TO BUILDING, SEE
� PAFORIN
O
AND 16"XE,
NS.
VALVE ASSEMBLY AND BLOCKING, SEE DETAIL
DETAIL SHEET C-703.
CONDUITS OM CAU TELECOM ROOM TO
® SIGN
OFIRE
DEPARTMENT CONNECTION, SEE
ENTRANCE AT SUNNYBROOK ROAD. SEE
ELECTRICAL PLAN.
DETAIL SHEET C-704.
®B PRIMARY POWER FEED PROVIDED BY PROGRESS
OJ
GATE VALVE AND VALVE BOX, SEE DETAIL
SHEET C-703.
ENERGY.
CC CONDUIT FROM CAU TELECOM OM TO EACH
EPHONE.SEE
pEDSTAL MOUNTED SECURITY 7ELA
DOUBLE DETECTOR CHECK VALVE
ELECTRICAL PLAN.
OB"
ASSEMBLY (DDCV) MTHIN HEATED�p
PEDISTAL MOUNTED SECURITY TELEPHONE. SEE
ENCLOSURE, SEE DETAIL SHEET C-704.
ELECTRICAL DRAWING FOR DETAIL..
MODEL 450DA BY MLKINS.
EE
KPLANWSDEVICE INSIDE THE BUILDING,
O
POST INDICATORVALVEW/ TAMPER
SE
SWITCH, SEE
PLUMBINGESTIC
O4"
DUESDC WATER METER AND VAULT,
FF 1" PVC CONDUIT FROM DEMARCATION POINT TO
LIGHTED BOLLARDS.
SEE DETAIL SHEET C-704.
O
BLOW-OFFC-703. TAIL
ASSEMBLY, SEE DETAIL
ASSEMBL
GG I" PVC CONDUIT FROM DEMARCATION POINT TO
&
OO
SHEET
A DUCT BANK FROM HOT
N
® T ERLBOX
ORDINATION.S EDETAIL SHEET C� 05.
HEATEDENCLOSURE. ELECTRICAPLAN.
©
7ELECOMMUNICA71ON PULL BOX, SEE
3" UNDERGROUND FUEL LINE FROM SERVICE CURT
ELECTRICAL PLAN FOR DETAILS.
R O SAID TO SERVICE COURT R CAU.
®
SITE LIGHTING SEFOR COORDINATION,
JJ DOWNSPOUTDRAIN. SEE
NNSETO
SEE PRORESSNERGYSITE LIIGH71NG PLAN.
DE SHEET C-705. E A151 FOR DOWNSPOUT
LOCATION.
® 6" REDUCED PRESSURE BACKFLOW PREVENTOR
WITHIN HEATED ENCLOSURE. BP O BE WILKINS
975 OR APPROVED EQUAL. SEE SHEET C-704.
ATTENTION CONTRACTORS
CTLs CsannsWwr C4Mnesris reepmeibs fm the exomeiw ofwma, sews
anWor reusges approvedWes(plana.ureeaom
Pah6c l/tl6aa D.weraws a m (919)91 as74s4a and ds,
Public ffisrks
09anwaar et (9191996 -ball et lesmmaty fear Aewa priormbegihgim®g
aur o(Weireomrecdoa
Failure mnodfythe ChyDepummt m adverceofboaming
ememmdon. wigreauk inthe uea®ce of mmesryf""•
'and
comba�.o.bfimne,fiff. to maewarf Rdm mt;mpxmdm
mem[ of this voa5utiov fslum
FmLuamdlforhwocfim,Imsnefmwne Pma,Leve
Permitted]gass mtbe Joists, ormy other V'olatim efUly ofaakgh
sendude wdl result m a File and Poeable Excluske Som from woh
inthe Lal ale ki9b.
Private
SawercoffectionlErnmesm system
The City ofRalaigh meuees to the ccenxdoe m it's public sewer aym w
endatecommofthetsomewsw ollationeymemesahow .ftplm.
The matatel and covemmtions mmhoda used for this prefect shag conform
m the sleds& aed apai8catieoa of the City. Public Utilidev Handbook.
City ofRmeigh
Pubhc Utilities Deportment F.t 0
Ambousenon to Connotes
Das
n GRAPHIC SCALE
0 n an
IN FEET )
1 inch = 40 ft.
4 15
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
NORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUIiE1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
W/US/U-I
MEMBERS OF TNEAMERICAN INSTITUTE OFARCHITEC7
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LEI ASSOCIATES LTD.
REVISIONS:
I No. I Description I Date I
3. SANITARYSEIVER REVISION 7242009
4. CITY OF RALEIGH PERMIT 8A)32009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN /RBT
CHECKED BY: JPK
UTILITY
PLAN
AREA 2
C-502
JSOLUTIONS THROUGH LISTENING
2
NEFs-ERVICE BY DESIGN
CONSTRUCTION DOCUMENTS
CLH
cfESICN
CLH 9eal9n, PA
499 Mpency Fonar 9r.
seria 1c
Cary. NC 2]316
Phone: [phone]]16
Fax: 91H.319. ]516
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUIiE1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
W/US/U-I
MEMBERS OF TNEAMERICAN INSTITUTE OFARCHITEC7
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LEI ASSOCIATES LTD.
REVISIONS:
I No. I Description I Date I
3. SANITARYSEIVER REVISION 7242009
4. CITY OF RALEIGH PERMIT 8A)32009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN /RBT
CHECKED BY: JPK
UTILITY
PLAN
AREA 2
C-502
JSOLUTIONS THROUGH LISTENING
2
NEFs-ERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

0
C
B
ATTENTION CONTRACTORS
The Coaabucdon Connaetor is responsible for the extension ofwater, sewer
and/or reuse,as approved in these plans, is responsible for con
Public f/dliliesDelearfinent at [phone] and the Public Works
Delsarprent at [phone] at least twenty fow koem prim to begi®ing
any of their constmction
Faille tonotifythe CityDepariment madvanceofbellmoung
construction, will result in the issuance of monetary floes , and
require reinstallation of any water or sewer facilities not inspected as
result of this notification failun:.
Failure to call fm Inspection, Install a Downstream Plug, have
PermiuedPlaos on the Jobsits , "any other Violadw ofCityofRaleigh
Standards will result in a Fine sod Possible Pxclusum from future work
in the City ofRalcigh.
GRAPHIC SCALE
0 0 o c o 0
( IN FEET )
HORIZONTAL 1 inch = 40 it
VERTICAL 1 inch = 4 ft
Private
Sewer CeOumm,/Eyossu® system
The City of Raleigh co modtothe connection to it's public sewer system
and mammon ofthe private sewer collection Mmou as shown on this plan
The material and ruminutiooe medods used for this project shell confo®
to the standards and specifications ofthe City's Public Utilities Hmdbnuk.
City ofRalcigh
Public Utilhiea Depmmmot Porch #
AnthothaYw to Construct
40' err of RALEIGH
dd SANITARY SEWER EASEMENT
-S ' /J ,/
j �/ / / r A 3- B AN
7'L—/� —/ —/— T B• \�k /
0
8 I
1114
ytir
UTILITY INSTALLATIONS AND OTHER PUBLIC
FACILITES INCLUDING SIDEWALKS AND HANDICAP
ON ALL STREETS ARE TO BE CONSTRUCTED RAMPS
AS SPECIFIED BY CITY CODE. THESE FACILITIES
HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDS
PRIOR TO FINAL ACCEPTANCE.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
CONSERVATION ENGINEER
A 1 PLANNING
PROTECTIVE YARD — —
Aa. DIP SS,
ss SS
- -------� ----------------------------
i I
\ y /
10+00
11+00
12+00
13+00
a �
I dada
I �
/SS—�SS-8:-0-1p
AREA 3-60' TYPE 8 ANSI710NAL PROTECTIVE YARD
it a\IL AREA 3_60' TYPE B TRANSITIONAL PROTECTIVE YARD—A3 MH A4 STA: 13+90.02
— _
I
— —
_ — — —
14+00
15+00
16+00
17+00
18+00
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
COUNTY
,ORTH CAROLINA
CLH
DESIGN
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Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
COUNTY
,ORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
Y/Us1U I
MEMBERS OF THE AMERICAN
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. I Description Calle
3. SANITARYSEWER REVISION 7242009
4. CITY OF RALEIGH PERMIT B1,03/200g
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN /RBT
CHECKED BY: JPK
SANITARY
SEWER PLAN
AND PROFILE
C-503
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00I SOLUTIONS THROUGH LISTENING
llffSERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS
CLH
DESIGN
a-
wx. r
Corn Nc slate
Pnwra: ara.ata.s7fs
Fos: eraaraTare
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
Y/Us1U I
MEMBERS OF THE AMERICAN
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. I Description Calle
3. SANITARYSEWER REVISION 7242009
4. CITY OF RALEIGH PERMIT B1,03/200g
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN /RBT
CHECKED BY: JPK
SANITARY
SEWER PLAN
AND PROFILE
C-503
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00I SOLUTIONS THROUGH LISTENING
llffSERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

0
C
B
A
GI
`a
R \
Nt- W,4 I - ------
Rl STA:
OOS G EDP I
\ i I I"ii 1y �d� • -- - y�
v II I I I I I r Tti� I\ —---
N�-0z a —� _ --
--- --
UN
220
210
200
10+00
WATER LINE -1 (MERRELL DRIVE)
i1E i
Ir ASS"
XEDUM
11+00
12+00
WATER LINE -1 (MERRELL DRIVE)
K]
UTILITY LEGEND
OVERHEAD ELEC
EXISIIN
---- E -----
PROPOSED
E
UNDERGROUND ELEC
----UE-----
UE
GAS
---- G-----
0
SANITARY SEWER
----SS-----
55
TELEPHONE
____ T_____
—T -
UNDERGROUND TELE
----UT-----
UT
WATER
---- W-----
W
STAND PIPE SUPPLY
----SP-----
SP
FIRE PROTECTION
____FP_____
FP
FORCE MAIN
----FM-----
FM—
FIBER OPTIC
----FO-----
FD—
ROOF GRAIN
____REI_____
RD—
STORM DRAIN
=====
UGIT POLE
* LP
UTILITY POLE
Opp
x
MANHOLE
OMH
•
CLEAN OUT
O GO
G
DRO' INLEiCATCH BASIN EiO• CB
FIRE HYDRANT
FH
WATER
WATER VALVE
CONC THRUST BLOCKING
SANITARY SEWER STRUCTURE LD.
q1
Public
wa�aN, uft=/Rd�=Syst®
The City ofitalwgh � tithe mmwctioe w d estmvoa oftbe City's
public were rye= w shows m this play. The= a Wsod cmatloctioo
mdhoda a.d fm this project shell .fmm to the almdmda sod epecifi.efi.
of the City. Public Utilitlm Hmdbook.
Cityofltaleigh
Public Utilities Depmlmem PM9t #
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND
SPECIFICATIONS
2 INSTALL WAIERMAINS WITH A COVER OF NO LESS TIHAN 4–FT. INSTALL WATER SERVICES WITH NO LESS THAN 18–IN OF
COVER TO SUBGRADE
3. INSTALL SEWER MAINS WITH A COVER OF NO LESS TIHAN 3–FT TO FINISHED GRADE UNLESS DUCTILE IRON PIPE IS USED.
INSTALL SEWER SERVICES WITH NO LESS THAN 18–IN OF COVER TO SUBGRADE
4. INSTALL ALL UTILITIES TO PROVIDE REWIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
5. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF f0–FT.
B. WATER AND SEWER MAINS SHALL BE INSTALLED MTN A MINIMUM VERTICAL CLEARANCE OF 18–IN TO ALL OTHER
UTILITIES. IF 18- CLEAREANCE IS NOT POSSIBLE, BOTH PIPES MUST BE DIP OR CAST IN CONCRETE PER CITY OF
RALEIGH REQUIREMENTS.
Z COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES MTIN OTHER PRIME CONTRACTDRS, U71UTY COMPANIES AND
OTHER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS ELECTRICITY, TELEPHONE AND CATV.
S. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCIII7ECT IF
ANY DISCREPANCIES ARE DISCOVERED.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES WRING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO
THE OWNER.
10. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPUCABLE NCSBC AND OSHA REQUIREMENTS
11. THE CONTRACTOR SHALL PROVIDE AN AS–BUILT SURVEY OF ALL U71UTY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
12. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS AND U77LITY SERVICE
TO ADJACENT FACILITIES COORDINATE SNORT–TERM, OFF–HOUR, TEMPORARY SHUT– DOWNS MIN THE OWNER.
13 SEE GENERAL N07ES ON EXISTING CONDITIONS AND DEMOUTION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF
PAVEMENT FOR U17UTY INSTALLATION.
fA ALL CONSTRUCTION SHALL BE IN ACCORDANCE MIN CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
1S ALL ROOF DRAINS AND DOWNSPOUT CONNECTIONS SHALL BE S- PVC (SCH 40) O 1.048 MIN. SLOPE UNLESS INDICATED
OTHERWISE USE DUCTILE IRON WHEN COVER IS LESS THAN 24–IN.
18. ALL SANITARY SEWER SERVICES SHALL BE 8- DIP O 1.04K MIN. SLOPE UNLESS INDICATED OTHERWISE.
17. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE
THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO
ANY SM. FOLIAGE, FENCE, WALL. SIGN. OR PARKED VEHICLE REFER TO SECTION 10-2088 OF THE RALEIGH CITY CODE
FOR ADDITIONAL DETAILS
ATTENTION CONTRACTORS
ll a Cmsaadsn Cmvamrh rmpoovble fm the �m®®ofwater, sewer
aed/m reum,ro
DaDep, awthaee 1919) 8u7ImUPNdle fm vnhMG
ther.#se were
Dmron,eaeaf9r919966#Ip mleeatoxw#v Hvr kam prhamhegimag
my afWek cmeovctim.
Fa#memeatffytbe CeyDepmimmt ioedvmmofbegimiog
cwWwdm, will remit io th iuu of menet" ,cod
raluvemioemlletim ofmY wekrm�ew� lrililiee mtirWe'%tedm
result of tive mtifimtim feRme.
tkilme tc call fm Ioepmdon, IveleRa Dawmtre®Flag. have
PaStwidards wmRsmmmltthevoFiim mmdmPryosoeiWhkm HYrocluedtlmmfiomfmoftiwmk
mthciryofadjgh.
(3B QTR) BRIO 211!
Mmft
GRAPHIC SCALE
,0 9 >m ,o a IN
(IN FEET )
1 imb = 40 tL
BDRIZORTAL• 1-=40'
VERTICAL 1--4'
4 1 5
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
COUNTY
,ORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUIiE1700
RALEIGH, NORTH CAROLINA 27801-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
MEMBERS OF THE AMERICAN
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I NO. I Description I Date I
1. IRN 32 512712009
GMP -1 PERMIT REVISIONS
2. PERMITREWSIONS fi2/2312009
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN /RBT
CHECKED BY: JPK
PUBLIC
WATER LINE
PLAN AND
PROFILE
C-504
SOLUTIONS THROUGH LISTENING
NEFs—ERVICE BY DESIGN
CONSTRUCTION DOCUMENTS
CLH
01ESIGN
CLH R. rice a-
wx. r
NC 272113
Brom: Gf3.Jf9.371s
Fu: 919.211&7313
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUIiE1700
RALEIGH, NORTH CAROLINA 27801-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
MEMBERS OF THE AMERICAN
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I NO. I Description I Date I
1. IRN 32 512712009
GMP -1 PERMIT REVISIONS
2. PERMITREWSIONS fi2/2312009
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN /RBT
CHECKED BY: JPK
PUBLIC
WATER LINE
PLAN AND
PROFILE
C-504
SOLUTIONS THROUGH LISTENING
NEFs—ERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

0
C
B
A
—
; \
if I� j
Pill \
III i II � 1 . / _i--- _ ----- — —_
Iii /1 \ i° 1111 ✓ /
I' II 131\ III l 111✓ i / --\\
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I � ❑ I t1 \�IDII i �\/—�— _- _ _ --.\ \ � 22>/\0�\ \\v / J \\ \\ �� � �/ / / � \
� RI 'IL I l\ �I � --111❑ _-I'd _ � _ : \�\\\ \ \\ `�' ~ � i / / / \\
LIII A\\ \ / / //\\\r • • \ \ o \ \ 1• ' \\ \\
260 f 1° \_ ,l�l / /�/�\\ _ \� \ \ \� \ \\ \ \'✓/ --- / / i i \ \\
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/ W'
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(NAD 83)/FFr-
253
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G \ G 0. \ \ • / _— — —' 252 /
WA I OT d� W d� d d� UE / • % / -- ----- ///
qI
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RIM=269.64' ✓� !/ t 0�1 ; /�II//•7L y — 1 1 / \ \\\� 1,---_�—� -- ' /
I H
li/' ------------- /
270
O IMSa1G 16• WART UNE
iyT N sr6Knmear R6Aa
260
250
WATER LINE -2 & 3
2) 8" PRIVATE FIRE MAIN
3) 6" PRIVATE DOMESTIC MAIN
a11Ers0 BAN W
A901E masa
E)USRNG
---- E -----
PROPDsm
E
UNDERGROUND ELEC
----UE-----
—UE
GAS
-__- G_____
G
SANITARY SEWER
----SS-----
SS
TELEPHONE
---- T -----
BAa6LNr PldtEllror.
UNDERGROUND TELE
----UT-----
—UT
WATER
---- W -----
W
STAND PIPE SUPPLY
----SP-----
SP
FIRE PROTECTION
----FP-----
—FP
FORCE MAIN
----FM-----
FM—
FIBER OP71C
----FO-----
FO—
ROOF DRAIN
----RD-----
RD—
STORM DRAIN
LIGHT POLE
>a LP
UTILITY POLE
/
INE PR07EVRM WIN
�a.1N0--70
\ e
E) MH
•
CLEAN OUT
O GO
p
DROP INLET,CATCH BASIN oDI• (M
■
FIRE HYDRANT
FH
WATER VALVE
plllll Nro
CONIC THRUST BLOCKING\
SANITARY SEWER STRUCTURE 1.D.
qT
4' ARNaM
00MR (IVP.)
s�{a
1�1A
I
WlWaN
CM4!7I (TIP
6'ON• aP TOE
\
— —
U01B4110
$
afRavr ro
e B or RE
f1s SmNLE
�
ro rAu
\
norm (m)
r raMr
13Fr
�fT1PA• 7101111
r�7101rm
O
TKN
Ir IBBaw
RW9'm
f' YNIUY
rla' ev TEE
CORR (TPJ
r 1MKW
rEa'
lwr
111M
.)
NTORAITIS
97th' OP IEE PRE
t
1r INMaN
xT9xNT15 a
sO4MTlm (TTPa
B' PMVATE BAN_
'
fid'
re• BNNIN
'4rPlP
M T19r (TWa
87r Q RE (FOO
e• PMBIIE BAN)
1
11 +00 12+00 13+00 14+00 15+00 16+00 17+00
UTILITY LEGEND
OVERHEAD EIEC
E)USRNG
---- E -----
PROPDsm
E
UNDERGROUND ELEC
----UE-----
—UE
GAS
-__- G_____
G
SANITARY SEWER
----SS-----
SS
TELEPHONE
---- T -----
—T—
UNDERGROUND TELE
----UT-----
—UT
WATER
---- W -----
W
STAND PIPE SUPPLY
----SP-----
SP
FIRE PROTECTION
----FP-----
—FP
FORCE MAIN
----FM-----
FM—
FIBER OP71C
----FO-----
FO—
ROOF DRAIN
----RD-----
RD—
STORM DRAIN
LIGHT POLE
>a LP
UTILITY POLE
Ar pp
x
MANHOLE
E) MH
•
CLEAN OUT
O GO
p
DROP INLET,CATCH BASIN oDI• (M
■
FIRE HYDRANT
FH
WATER VALVE
CONIC THRUST BLOCKING\
SANITARY SEWER STRUCTURE 1.D.
qT
Private
WataDilbidrtma/Exteadm System
The CityofRdeigh caveat; w tae.w..donm ith public sms.y um
and awwwo of the X0 wma&stdwm system a show¢ on thio p1m
The mmm W and canMmdeN melhods and for this ptejo s shell conform
m the standmde ed %wifow ns of the City. Pubhe Utilises Handbook
CityofReleigh
Public UWfts Depamne tPmmHt#
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND
SPECIFICATIONS
2. INSTALL WAIERMAINS WIN A COVER OF NO LESS THAN 4 -FT. INSTALL WATER SERVICES MIH NO LESS THAN 18 -IN OF
COVER TO SUBGRADE
3. INSTALL SEWER MAINS MTN A COVER OF NO LESS THAN 3 -FT TO FINISHED GRADE UNLESS DUC77LE IRON PIPE IS USED.
INSTALL SEWER SERVICES MIN NO LESS THAN 18 -IN OF COVER TO SUBGRADE.
4. INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN 774E SPECIFICATIONS
S WATERLINES AND SEWER MAINS SHALL BE INSTALLED WIN A MINIMUM HORIZONTAL CLEARANCE OF 10 -FT.
Q WATER AND SEWER MAINS SHALL BE INSTALLED WIN A MINIMUM VERTICAL CLEARANCE OF 18 -IN TO ALL OTHER
U7YU77ES IF 18CLEAREANCE IS NOT POSSIBLE, BOTH PIPES MUST BE DIP OR CAST IN CONCRETE PER OTY OF
RALEIGH REQUIREMENTS
7. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES MTN OTHER PRIME CONTRACTORS U77UTY COMPANIES AND
07HER TRADES INCLUDING BUT NOT LIMITED TO NATURAL GAS ELECTRICITY, TELEPHONE AND CATV.
a VERIFY EXISTING CONDITIONS AND CONNECTIONS TD EXISTING URURES PRIOR TD CONSTRUCTION NOTIFY ARCHITECT IF
ANY DISCREPANCIES ARE DISCOVERED.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING OONSTRUC71ON AND SHALL MAKE REPAIRS AT NO EXPENSE TO
THE OWNER.
1G ALL CONSTRUCTION SHALL COMPLY MIN ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS
11. 774E CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
12. CONTRACTOR SHALL PHASE DEMOUTION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS AND U71UTY SERVICE
TO ADJACENT FACILITIES COORDINATE SHORT-TERM, OFF -HOUR, 7EMPORARY SHUT- DOWNS WIN THE OWNER.
13. SEE GENERAL M07ES ON OUSTING CONDITIONS AND DEMOUDON PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF
PAVEMENT FOR U77UTY INSTALLATION.
14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WIN CITY Or RALEIGH STANDARDS AND SPECIFICATIONS.
15. ALL ROOF DRAINS AND DOWNSPOUT CONNECTIONS SHALL BE 8' PVC (SC H 40) O 1.04[ MIN. SLOPE UNLESS INDICATED
0771ERWM USE DUCTILE IRON WHEN COVER IS LESS THAN 24 -IN.
18. ALL SANITARY WNW SERVICES SHALL BE 8' DIP O 1.048 MIN. SLOPE UNLESS INDICATED OTHERMSE.
17. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE
THE CURB LINE ELEVARON SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED 7D
ANY BERM, FOUAGE. FENCE. WALL, SIGN, OR PARKED VEHICLE REFER TO SECTION 10-2086 OF THE RALEIGH CITY CODE
ATTENTION CONTRACTORS
Tee Ccea#ee#ae fmrtreemrie reepomible fatly e#ansion ofwata, eewm
evd/m 9 Vu appmwdm (plans,ismslmmtble for nem
ANic UN6m I#Pmm,w# m dlf) dyylNeand tlmRmx Wwfa
Dgaraearet (d1fl 9946616 etlwrt6vatvfwhwn primahg®g
snY afWeb caem tion.
FsiM notiythe awap�wt ivdva abegmft
..Wwe1w, wglwl&mdm mwaneaf mammyfinee 'sod
raryirereweWl &wswetvmawerfsilmw wq 1du
Wt of thio vodecmia fW loon.
Failure m call fm Lupxtivq Immll eDownetrsm Ping. haw
l�hmdPlaa ache loheim, m evy other YHllda afaty ofaelagh
hYeadmde wglreaukive FineeodPa®ble)Lclu®a from fmmewdc
ivtlx lXyofealWgh
WATER LINE -2 (PRIVATE FIRE MAIN)
WATER LINE -3 (PRIVATE DOMESTIC MAIN) GRAPHIC SCALE
AO 0 d0 AO 6D tp
IN I=
1 inch - 40 ft
BDR60NTATt 1'-40'
VERTICAL' 1'=4'
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
VOpIII (-4R01I\'
LS3P ASSOCIATES LTD.
494 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAYNOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS9P ASSOCIATES LTD.
REVISIONS:
I No. I Description I Date I
1. IRN 62 &17/2009
GMP -1 PERMIT REVISIONS
2. PERMRREVISIONS 6/23/2009
PROJECT: 8401-074730
DATE: 0527.09
DRAWNSY. TN/RST
CHECKED BY: JPK
PRIVATE
WATER LINE
PLAN AND
PROFILE
C-505
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
2 3 4 5 CONSTRUCTION DOCUMENTS
CLH
DESIGN
tXx armgn, PA
400 Be6eradFar�f n-
irc sT'6/e
Frans araeras7ls
Fm: 4/4.J/4.M/0
LS3P ASSOCIATES LTD.
494 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27601-1701
TEL [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAYNOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS9P ASSOCIATES LTD.
REVISIONS:
I No. I Description I Date I
1. IRN 62 &17/2009
GMP -1 PERMIT REVISIONS
2. PERMRREVISIONS 6/23/2009
PROJECT: 8401-074730
DATE: 0527.09
DRAWNSY. TN/RST
CHECKED BY: JPK
PRIVATE
WATER LINE
PLAN AND
PROFILE
C-505
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
2 3 4 5 CONSTRUCTION DOCUMENTS

C
C
K'1
CONTRACTOR RESPONSIBILITY NOTES
1. TREE CONSERVATION PLANS ARE TO BE FOLLOWED AND ARE THE GENERAL
CONTRACTOR'S AND LANDSCAPE CONTRACTOR'S RESPONSIBILITY THAT THE AREAS
DESIGNATED FOR TREE CONSERVATION ARE NOT TO BE DISTURBED IN ANY WAY.
2 TOPSOIL SHALL BE ACCEPTED BY THE OWNER BEFORE THE LANDSCAPE
CONTRACTOR BEGINS WORK. CONSTRUCTION MANAGER SHALL CONTACT THE OWNER
OR ARC14I7ECT FOR TOPSOIL INSPECTION.
1 ALL CONTRACTO2'S 94ALL REFER TO THE EROSION CONTROL CONSTRUCTION
SEQUENCE AND ADDITIONAL INFORMATION ON SHEETS C-401 AND C-402
I • Dill
� .� •r off.
°oo����i����
OioiCo'o �/O O 7 //
OY.000 0.0 OO:L, ,,
� • • IIIA I����� I���
i n �' r , • k __�• � I I�IIIII
kl �I la�lll.
S• . Ir ' - � 'p�'�'a'a� ! �! 1��,II�/ a '9�4illll�llk
�Mr%
UNE TABLE
\ ez 7}
CURVE TABLE
BEARING
LENGTH
CURVE
RADIUS
LENGTH
ANCEN
BEARING
CHORD
DELTA
Ci
770.00
8765
43.87
NO2'48'J4"W
8760
631'20"
C2
256.00
41.58
20.83
510'3430"W
41.53
978'20"
I • Dill
� .� •r off.
°oo����i����
OioiCo'o �/O O 7 //
OY.000 0.0 OO:L, ,,
� • • IIIA I����� I���
i n �' r , • k __�• � I I�IIIII
kl �I la�lll.
S• . Ir ' - � 'p�'�'a'a� ! �! 1��,II�/ a '9�4illll�llk
�Mr%
UNE TABLE
\ ez 7}
UNE
BEARING
LENGTH
Li
50220'24'E
30.04
L2
515'15'08'W
8.40
DTYARD SETBACK_ _
-- a- • RALEIGH,
10'-12 HT
• m PARTNERSHIP
CM
7
NATCHEZ GRAPE MYRTLE
• a- HEALTH CARE TAX DEPT.
3-5 TRUNKS
DO 6746 PC 905
�t —
BAB
De 3192 PC 854
CP
18
__z
3'-3 1/2" CAL
SAB, STRAIGHT TRUNK
WAKE MEDICAL PROPERTY SERVICES
I
14'-16 HT
FULL CROW
LP
28
LOBLOLLY POLE
4-71MIN.
LOOSELY STAKED
PIN/ 172.106-39-11M
,0,
CONT.
• . _.jiA
r SE ACCESS EASEMENT
6
OKAME CHERRY
E-50-
STRAIGHT TRUNK
...�SIDE
Prunus x 'Okame'
_ —_-
MATCHED SPECIMENS
RB
5
--------------------------------------------r-
7-8 HE BAB
E
� - rrel�iOlaodd+�63Eio'66600�00
ovaop400oo�tigvds0000Y000000000JFENCING
C�?w��l�Sa����.r�
�.�••l
MATCHED SPECIMENS
I • Dill
� .� •r off.
°oo����i����
OioiCo'o �/O O 7 //
OY.000 0.0 OO:L, ,,
� • • IIIA I����� I���
i n �' r , • k __�• � I I�IIIII
kl �I la�lll.
S• . Ir ' - � 'p�'�'a'a� ! �! 1��,II�/ a '9�4illll�llk
�Mr%
UNE TABLE
\ ez 7}
UNE
BEARING
LENGTH
Li
50220'24'E
30.04
L2
515'15'08'W
8.40
I • Dill
� .� •r off.
°oo����i����
OioiCo'o �/O O 7 //
OY.000 0.0 OO:L, ,,
� • • IIIA I����� I���
i n �' r , • k __�• � I I�IIIII
kl �I la�lll.
S• . Ir ' - � 'p�'�'a'a� ! �! 1��,II�/ a '9�4illll�llk
�Mr%
OTY
\ ez 7}
oe
r ' Cp&L EASEMENT
TREES
SC
9
BALD CYPRESS
2 —2 1 CAL
•: •.
ff
DTYARD SETBACK_ _
-- a- • RALEIGH,
10'-12 HT
• m PARTNERSHIP
CM
7
NATCHEZ GRAPE MYRTLE
• a- HEALTH CARE TAX DEPT.
3-5 TRUNKS
DO 6746 PC 905
�t —
BAB
De 3192 PC 854
CP
18
__z
3'-3 1/2" CAL
SAB, STRAIGHT TRUNK
WAKE MEDICAL PROPERTY SERVICES
APARTMENTS
14'-16 HT
FULL CROW
LP
28
LOBLOLLY POLE
4-71MIN.
LOOSELY STAKED
PIN/ 172.106-39-11M
,0,
CONT.
• . _.jiA
r SE ACCESS EASEMENT
6
OKAME CHERRY
E-50-
STRAIGHT TRUNK
...�SIDE
Prunus x 'Okame'
BAB 2CAL.
MATCHED SPECIMENS
RB
5
----------------------------------------
7-8 HE BAB
E
� - rrel�iOlaodd+�63Eio'66600�00
ovaop400oo�tigvds0000Y000000000JFENCING
C�?w��l�Sa����.r�
�.�••l
MATCHED SPECIMENS
RC
_ kb 0_ c ..'1
:�AtOO�QDOL1^OIa�
e:�:!.�!e,Odao?o',e.`eP�d �'^..4wA0
QO�w O�Os— .
INN/ 172.105—J9-7525
I • Dill
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°oo����i����
OioiCo'o �/O O 7 //
OY.000 0.0 OO:L, ,,
� • • IIIA I����� I���
i n �' r , • k __�• � I I�IIIII
kl �I la�lll.
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�Mr%
yam m
4�
b
�OOe•Oi00i
O�
REFER TO ENLARGED I
PLAN SHEET C-605
..� ..� ..� ..� ..� ..S
S\1 I!SA
Jss.
IMI—IMI] BA�
L_INKE
OVERALL PLANT SCHEDULE OK �,M �
KEY
OTY
\ ez 7}
oe
yam m
4�
b
�OOe•Oi00i
O�
REFER TO ENLARGED I
PLAN SHEET C-605
..� ..� ..� ..� ..� ..S
S\1 I!SA
Jss.
IMI—IMI] BA�
L_INKE
OVERALL PLANT SCHEDULE OK �,M �
KEY
OTY
PLANT NAME
SIZE
REMARKS
TREES
SC
9
BALD CYPRESS
2 —2 1 CAL
SAB, STRAIGHT TRUNK
ff
DTYARD SETBACK_ _
Taxodlum dbtkhum
10'-12 HT
FULL GROWN
CM
7
NATCHEZ GRAPE MYRTLE
Y—e' MIN. HE
3-5 TRUNKS
T
—LLB—
�t —
BAB
MATCHED SPECIMENS
CP
18
CHINESE PISTACHIO
3'-3 1/2" CAL
SAB, STRAIGHT TRUNK
WAKE MEDICAL PROPERTY SERVICES
Pbtacfa chbmafs
14'-16 HT
FULL CROW
LP
28
LOBLOLLY POLE
4-71MIN.
LOOSELY STAKED
PIN/ 172.106-39-11M
Pkws tarda
CONT.
DB 8529 PG —.31 84
PIN/ 172105
OC
6
OKAME CHERRY
a MIK HT-
STRAIGHT TRUNK
OAI-2, OFFICE
OFFICE
I
Prunus x 'Okame'
BAB 2CAL.
MATCHED SPECIMENS
RB
5
Reoriud
7-8 HE BAB
STRAIGHT TRUNK
Comb canadwab 'Forest Pans
f-1 ' CAL.
MATCHED SPECIMENS
RC
25
EASTERN RED CEDAR
ht MIK
LOOSELY STAKED
INN/ 172.105—J9-7525
dm$mus drgbinna
CONT.
OM -2, VACANT
RM
4
OCTOBER GORY RED MAPLE
2 —2 /
BAB, STRAIGHT TRUNK
Atw rubrum 'October GIwY
10'-12 HT
FULL CROWN
RM—L
9
OCTOBER GLORY RED MAPLE
3'-3 112' CAL
BAB, STRAIGHT TRUNK
Aver nkrum 'Ootobw Glwir
14'-18 HT
FULL CROWN
00
11
OVERCUP OAK
2 —2 1 CAL
BAB, STRAIGHT TRUNK
Orwcus lymta
10'-12 Hr
FULL GROWN
00—L
4
OYERCl/P OAK
3'-3 1/2' CAL
BAB, STRAIGHT TRUNK
Ouwcus 1 to
14'-16' HT
FULL CROWN
SW'
13
SWAMP WHITE OAK
2 —2 1 C -AL
BAB, STRAIGHT TRUNK
Gllwaus bkdor
10'-12' HT
FULL CROWN
ff
5
GREEN VASE JAPANESE ZELKOVA
2'-2 1,2' CAL
BAB, STRAIGHT TRUNK
Zalkow serrata 'Groan Vass'
10'-12 HT
FULL CROWN
g_L
10
GREEN VASE JAPANESE ID-KOVA
3'-3 1112' CAL
BAS, STRAIGHT TRUNK
Zwkow wrrata 'Green Vass'
14'-16 HT
FULL CROWN
SHRUBS
CJ
240
NICKS COMPACT DRAPER
15'-24' HE
FULL PLANTS
Junoems chbmeb PBIxw Cwjpada'
GONE.
5' QC
CS
30
TH'WSONETIE' CAMELLIA
f8' MIN. HE
FULL PLANTS
'Ch afte,
GONE,
SPACED 4' QC.
CH
40
CARISSA HOLLY
'Carbea'
18' MIN. HE
FULL PLANTS
hex comuta
CONT.
SPACED 4' D.C.
CPB
10
CRIMSON PYGMY BARBERRY
18'-24' HE.
FULL PLANTS
Bwberta thunb f 'CHmsm Pygmj
CONT.
30' QC.
DS
17
DWARF BURFORD HOLLY
18'-24' HTISM
CONT. FULL
'Burlwd6 Nma'
GONE,
5' QC.
FO
20
FORTUNES OSMANTHUS
IS' -24' HT.
FULL PLANTS
Oemmthus x brtunw
COME
15,
HG
11
HENRYS GARNET ILEA
18'-24' HE.
FULL PLANTS
Comet'
DONE
36" ox
NP
6
NEEDLEPOINT HOLLY
24'-36' HE
FULL PLANTS
ILEX CORNUTA NEEDLEPOINT'
CONT.
4' O.C.
CH
10
OAKLEAF HYDRANGEA
18'-24" HT.
FULL PLANTS
wcHolfa Snow
CONT.
GONE.
WM
401
WAX MYRTLE
18'-24' HT-
FULL PLANTS
UWka
LV
6
LEAT HERLEAF VIBURNUM
24'-36' HT.
FULL PLANTS
VPoumum x rhYtlikWhIfim
CONT.
'
ORNAMENTAL GRASSES
FD
42
F"TAIN GRASS
I GAL
SPACED 18' O.C.
Pwmfsetum d Namwn'
CONT.
MG
1 27
1 MAIDEN GRASSI
GAL
SPACED 18" D.C.Mbcmthus
8kw6b Nomb t'
-
PERENMAL51 GROUND COVERS
A
1150
VARIEGATED LRIOPE
4' POTS
SPACED 10-12' QC.
SJW
20B
ST. JOHNS WART
FULL POTS
SPACED /8' QQ
H cal
f GAL CONT -
MG
422
RONDO GRASS
4' POTS
SPACED 10' D.C.
mk..
SES
135
BLACK EYED SUSAN
FULL POTS
SPACED 18' O.C.
Rudbeekfa opfdsbu
1 GAL CONT.
DL
124
DAYLLY
FULL POTS
SPACED 18' QC.
Hemwocalb Wary Todd-
1 GAL CONT.
HO
33
HOSTA
FULL POTS
SPACED 18' D.C.
Hoka sebddkmo 'Dews'
f GAL I.
PA
518
PACHYSANDRA
FULL POTS
ACED 18' QG
Peak dro twmbdls 'GIG I'
4' POTS
CFF CUFFT r 7Mi FAR PI ANTINr] nFTAII .0 CFFMNr: MIYFS AND ADDITInNAI PI ANTINr4 SFFDINri NOTFS_
—REFER TO ENLARGE
IPLANS SHEET C-605
---T rt
FAMAW
ROAD f OF RALEIGH
r15'Y
TRAFFIC GN
8401-074730
DATE.
[:)ESICN
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I HARRISOIH PROPERTIES, LLC
J.,B. HARRISON PROPERTIES, LLC
PIN/ 172.106-39-11M
PIN/ 772..08-49-1451
DB 8529 PG —.31 84
PIN/ 172105
DB 9242 PG 55$ USE: OFFICE
OAI-2 VACANT
OAI-2, DAY CARE
OAI-2, OFFICE
OFFICE
I
I
2
3
4
WAKE MEDICAL
PROPERTY 91R14CES
DB 8314 PG 976
INN/ 172.105—J9-7525
OM -2, VACANT
--------------s--=--------------
8401-074730
DATE.
[:)ESICN
CIN D.19 M
M4CLH
CHECKED BY.
40a xl 9 w Fme.t Dr
3
30' CPAL EASEMENT
11/a3fa67/a
Fm: 9fa3fa7afe
DTYARD SETBACK_ _
BM 1995 PG 1235
_ N
�8834'f0'� —Jt��
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—LLB—
�t —
WAKE MEDICAL PROPERTY SERVICES
NAF
WAKE MEDICAL PROPERTY SERVICES
N/F
DB 8314 PG 976
DB 7922 PG 412
I HARRISOIH PROPERTIES, LLC
J.,B. HARRISON PROPERTIES, LLC
PIN/ 172.106-39-11M
PIN/ 772..08-49-1451
DB 8529 PG —.31 84
PIN/ 172105
DB 9242 PG 55$ USE: OFFICE
OAI-2 VACANT
OAI-2, DAY CARE
OAI-2, OFFICE
OFFICE
PIN 172105-49-5494, ZONED 0&1-2
I /
2
3
4
r-
,
Wake County
Mental Health
Continuum of
Care Services
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
VORTH CAROL]
LS3PASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27MI-1701
TEL. [phone] FAX [phone]
WWW.LS3P.00M
MEMBERS OF THEAMERICAN INSTITUTE OFARCHrrE
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCE
IN ANY FORM WITHOUT WRITTEN PERMISSIC
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I No. I Dssatpdnn I Data
3. SANITARYSEWERREWSION 712412009
4. CRY OF RALEIGH PERMIT 5/D"009
CHANGES
PROJECT:
8401-074730
DATE.
[:)ESICN
CIN D.19 M
M4CLH
CHECKED BY.
40a xl 9 w Fme.t Dr
3
111
Cm�1 A3009y
11/a3fa67/a
Fm: 9fa3fa7afe
LS3PASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27MI-1701
TEL. [phone] FAX [phone]
WWW.LS3P.00M
MEMBERS OF THEAMERICAN INSTITUTE OFARCHrrE
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCE
IN ANY FORM WITHOUT WRITTEN PERMISSIC
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I No. I Dssatpdnn I Data
3. SANITARYSEWERREWSION 712412009
4. CRY OF RALEIGH PERMIT 5/D"009
CHANGES
PROJECT:
8401-074730
DATE.
0527.09
DRAWN BY:
TNI RST
CHECKED BY.
JPK
LANDSCAPE
PLAN AREA 1
C-601
SOLUTIONS THROUGH LISTENING
J0 0SERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

0
C
B
U
OVERALL PLANT SCHEDULE
CWt 00Z AM C1504
KEY
QTY
PLANT NAME
SUE
REMARKS
TREES
BC
9
BALD CYPRESS
2 -2 1 CAL
BBB, STRAIGHT TRUNK
Taxodbm d1a t hum
10'-12 HT
FULL CROWN
CM
7
NATCHEZ GRAPE MYRTLE
7-8' MIK HE
3-5 TRUNKS
Mimi
BAB
MATCHED SPECIMENS
CP
18
CHINESE PISTACHIO
3'-3 112' CAL
BAB. STRAIGHT TRUNK
Ptetacb chbaneb
14'-16 HT
FULL CROWN
LP
28
LOBLOLLY PW
4-1 MW
LOOSELY STAKED
xT11TAfOR a7L9.fM4a�A76ESlAi
Phus III@&
CONT.
OC
B
OKAME CHERRY
8 MIN. HT.
STRAIGHT TRUNK
III
III
PoIus x 'Okama'
BAS 2' CAL.
MATCHED SPECIMENS
RB
8
Redbud
-8 HT. BAB
STRAIGHT TRUNK
Comb manadeneb Farm Pm&V
MATCHED SPECIMENS
RC
25
EASTERN RED CEDAR
LOOSELY STAKED
Junome v1r9611ona
CONT.
RM
4
OCTOBER GARY RED MAPLE
-
SAB. STRAIGHT TRUNK
Amer mhw, 'Oetobo Clay
10'-12 HT
FULL CROWN
RM -L
0
OCT[XTER GLORY RED MAPLE
—T—HT
1 CAL
BAB, STRAIGHT TRUNK
Aar rubrum 'Omtahar G
14'-18' HT
FULL CROWN
00
11
OVERCUP OAK
2--2 1 CAL
SAB. STRAIGHT TRUNK
Quaas Drat&
10'-12 HT
FULL CROW
00-L
4
OVERCUP OAK
3'-31/'2' CAL
BAB, STRAIGHT TRUNK
Ouamuta s lya
14'-16 HT
FULL CROWN
SW
13
SWAMP M97E OAK
2 -2 f CAL
BAB, STRAIGHT TRUNK
Oramus bkabr
10'-12 HT
FULL GROWN
ZE
8
GREEN VASE JAPANESE ZELKOVA
2'-2 1/2' CAL
BAB. STRAIGHT TRUNK
Ze61ow sonata 'Gsen Vase'
10'-12' NT
FULL CROWN
ZE-L
10
GREEN VASE JAPANESE ZELKOVA
3'-.31/2' CAL
BAB. STRAIGHT TRUNK
ze"M serrata 'Green Vim,
14' 161 NT
FULL CROWN
SHRUBS
CJ
249
NICKS COMPACT JUNIPER
18'-24' HE
FULL PLANTS
Ambeme mhbeneb Pfltw Cwpairta
CONT.
5' D.C.
CS
30
'C HANSONETiE CAMELLIA
18' MN. HT.
FULL PLANTS
Lamella swan a 'Chansastte'
CONT.
SPACED 4' 0.0
CH
40
CARISSA HOLLY
18' MN. HE
FULL PLANTS
9w mamuta 'Carlmd
CONT.
SPACED 4' 0.G
CPB
10
CRIMSON PYGMY BARBERRY
18'-24' HE
FULL PLANTS
Babas thumb 'Crtmeon PYGMY
CONT.
30' O.C.
DB
17
DWARF BURFORD HOLLY
18'-24' HT.
•.
5' aC
FO
20
FORTUNES OSMANTHUS
18'-24' HE
FULL PLANTS
N
HG
11
HENRYS GARNET I7EA
18'-24' HE
FULL PLANTS
kn a GamN'
NP
6
NEEDLEPOINT HOLLY
24'-36' HE
FULL PLANTS
ILEX CORNUTA WEEDLEPGNY
CONT.
4' O.C.
ON
10
OAKLEAF HYDRANGEA
18'-24' HE
FULL PLANTS
H I/NIa '970w Dusan'
CONT.
CONT.
WM
481
WAX MYRTLE
18'-24' HE
FULL PLANTS
Mwkq ar8aa
LV
6
LEATHERLEAF LABURNUM
24'-36' HE
FULL PLANTS
Vbumum x rh~341um
I CONT
5' OC
ORNAMENTAL GRASSES
FO
42
FOUNTAIN MXSS
I GAL
SPACED 18' O.C.
PMmbehen d TlanNn'
CONT
MG
27
I GAL
SPACED f8' 0.C.
MlseanthusA55 s -wq 'MarrTb t'
CONT
PERENNIALS/ GROUND COVERS
VL
1150
VARIEGATED UR'IOPE
4• POTS
SPACED 10-12' O.C.
SJW
208
ST. JOHNS WORT
FULL POTS
SPACED 18' O.C.
H eRmum cal um
1 GAL CONT.
MG
422
MONDO GRASS
4' POTS
SPACED 10' O.C.
Iwe
BES
135
BLACK EYED SUSAN
FULL POTS
SPACED 18' 0.0
Rudbeckia goldtrum
1 GAL CONT.
OL
124
SPACED 18' O.C.
HAYULY anaracdb Ma Todd-
1IGAL.P CART.
HO
33HOSEA
FULL POTS
SPACED 18' o C
Hata sabalftna s'
1 GAL GONE.
PA
518
PACHYSANDRA
FULL POTS
18' O.C.
I
PachyiIcivIdm temrhdls 'Green Cwpoe
4' POTS
rPACED
SAU BUILDING — MAIN ENTRY
II I I
II I II
II I I � •
III I I '
NO MOW SEED MIX .. ' .
I
I I I
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I I I
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I I I
I I I
I I EDGE OF EXISTING
WOODLOT
WAKE COUNTY CC SIGN
I LV -3
I I RB -1
I I
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I
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— J SEED MIX,
/
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ENTRY SIGN AREA PLANTING
ae
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CAU BUILDING — NORTH COURTYARDS r
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rm o fo m a w
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Wake County
Mental Health
Continuum of
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300 Merrell Drive
Raleigh, NC 27610
:70 -
op
WAKE
COUNTY
,ORTH CAROLINA
CLH
DATE:
E)ESIGN
DRAWN BY;
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CHECKED BY:
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NO MOW SEED MIX .. ' .
I
I I I
I I I
I I I
I I I
I I II
I I I
I I I
I I I
I I EDGE OF EXISTING
WOODLOT
WAKE COUNTY CC SIGN
I LV -3
I I RB -1
I I
I I
I
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— J SEED MIX,
/
BES -2 CJ -18
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ENTRY SIGN AREA PLANTING
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CAU BUILDING — NORTH COURTYARDS r
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rm o fo m a w
y4
v
(
IN FELT) �+
S inch = 20 &
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70 -
op
WAKE
COUNTY
,ORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27901-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
�NICAIRp�%
�4
8
,, 6. CORY ....
rrrnmuudP�`
8/03/09
MEMBERS OF ME AMERICAN INSTITUTE OF ARCHITECT
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
No. I DesdTPUon I Date
3. SANITARYSEWERREVISION 7a4J2009
4. CITY OF RALEIGH PERMIT 810312009
CHANGES
PROJECT:
CLH
DATE:
E)ESIGN
DRAWN BY;
CIN Dserpip PA
CHECKED BY:
400 Re2ray Forst &:
4C 2MIS
Mans 9,9.31&0776
Fox: 9,0.3/&75/6
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27901-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
�NICAIRp�%
�4
8
,, 6. CORY ....
rrrnmuudP�`
8/03/09
MEMBERS OF ME AMERICAN INSTITUTE OF ARCHITECT
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
No. I DesdTPUon I Date
3. SANITARYSEWERREVISION 7a4J2009
4. CITY OF RALEIGH PERMIT 810312009
CHANGES
PROJECT:
84 01-074 73 0
DATE:
05.27.09
DRAWN BY;
TNI RBT
CHECKED BY:
JPK
ENLARGED
LANDSCAPE
PLANS
C-605
SOLUTIONS THROUGH LISTENING
NEFEMER—WC—EB—Y DESIGN
2 1 3 1 4 1 5 CONSTRUCTION DOCUMENTS

B• MBY
VARIABLE AS DIRECTED BY RIE ENOMEOR
SR POST VARIASLL As DIRECTED BY THE ENOWEER I I I 1. ROI01E AND MiOPER .Y DISPOSE OF ALL TREES KNISH. SNIPS B3EL'RCI a noW 0oM1/ IAMLISIIWBED aNE
I. MIRMCE(s) sxALL EE LOCTO PROMOS M
ATED mIaiam UN BY ALL WM
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FABRIC 2. ENSRE RIAT THE MWwUM COMMLFCMD CROSS SECTION NEEM Ir
2 111RMNG RADIUS SUFFiCWT ro ACIDWODA)E 1.11RGE IRUCNS M ro BE PRONGED.
OFUASE UV RESSTANT 12-1/2 CA 3 IAMT BE W WTMED N A CONWiKN MMON RILL PREIENT MAOOiG OR DIRECT BLOW W YW IMP. 12-1/2 G. WRIWAG ALL ONSxxl REWb&lIEN1S
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3 POLY B,IFNGOE ! IB II B IIF NAtEs MAINTAIN As NECEBSARY.
' FABRIC (nvJ Nx. 10 GA WN 10 C0. WIRES /HAP THE OESIMI EIEVAi1GV PLUS THE 59EgFlE0 SETRENOIT.
LVIE MIRES • ANY MATERIAL W11o1 SMI. MAKES R ONTO THE ROAD MST BE CLEANED W NNEDIAMY. LwE MRIs
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IT ; •" S IT WILL. E I I PMO£ OE LESS AFTERWIDOW DAYS.CMAL IlIBE55 C 11
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DO NOT ENTER NELER N AREAS O• MMVw GRADE I.OX MAX DImnW®
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& ADDITIONAL SIGNS WY BE REOMRED BY IW ON W RALEIGH wSPECiHW 8' # "ti.:,. 2"M
N. A WAS sUiWE o1EH s'IRr • \ \ \ \ \ \ \ \ \ \\ MME®W ,
DEPARTMENT BASED ON ACTUAL FIELD COWIWIR NW. ITN 7 W AW MIFH SxT �ANCHON SlIRr AS \ \ \ \\ \ \\ \ \\ \ \ \ \\ 1. AWMUS
10FR E All. EINIr 1NIL 1E6E1A1101118
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TEL [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE
CHANNEL SCHEDULE 1. SEE SPEonuTlWs IYIR RMP. AIRING. RIPRM AND F&RR FABRIC WRE FTN ACCESS To 2 liwE EMERGENCY SPN.WIY I COPYRIGHT 2008 ALL RIGHTS RESERVED
REWREI NIm MIAlER FOR NAWIEWWE ,r wN LAWNARD %ATTIC OR I PRINTED OR ELECTRONIC DRAWINGS AND
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STANDARD DROP INLET (NCDOT) Krs SEAT WALL MTA ACCESSIBLE PARKING CURB RAMPS Mrs STANDARD CONCRETE CATCH BASIN N -T -S S
4 7 Z A G
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
COUNTY
,ORTH CAROLINA
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STANDARD DROP INLET (NCDOT) Krs SEAT WALL MTA ACCESSIBLE PARKING CURB RAMPS Mrs STANDARD CONCRETE CATCH BASIN N -T -S S
4 7 Z A G
Wake County
Mental Health
Continuum of
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300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
COUNTY
,ORTH CAROLINA
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4 7 Z A G
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Mental Health
Continuum of
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300 Merrell Drive
Raleigh, NC 27610
:70 -
WAKE
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,ORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 17601-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
MEMBERS OF T HE AMERICAN
COPYRIGHT 2008 ALL RIGHTS RESERVED
�RINTED OR ELECTRONIC DRAWINGS AND
OCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REWSK)NS:
No. Description Defe
1. IRN#2 5)27/2009
GMP -1 PERMIT REVISIONS
PROJECT:
CLH
DATE:
E)ESIGN
DRAWN BY;
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CHECKED BY:
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LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 17601-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
MEMBERS OF T HE AMERICAN
COPYRIGHT 2008 ALL RIGHTS RESERVED
�RINTED OR ELECTRONIC DRAWINGS AND
OCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REWSK)NS:
No. Description Defe
1. IRN#2 5)27/2009
GMP -1 PERMIT REVISIONS
PROJECT:
84 01-074 73 0
DATE:
05.27.09
DRAWN BY;
TNI R13T
CHECKED BY:
JPK
SITE
DETAILS
702
OLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
',ONSTRUCTION DOCUMENTS

0
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B
NEW ASPHALT SURFACE COARSE
EXISTING PAVEMENT 2' MINIMUM
EXISTING
SUBGRADE -E
COMPACTED FILL
IN S. UFTS
PIPE ... ._ .•.. i
NOTES:
1. The pownenl Out Noll be delked by o chdot ed,
and cut eNh anapprover d Mcut machine.
2 The trench subBmd.malrld Nd be b kMW
.Nh .Rohl... med cw:waaled b a density
of at IemN BSN of M+at obtained by compacting a
.,I. of the indela h accardanm .Nth A M
T-Bg ae In
T-09 NCDOT.
1 The final V of fil Mae canslst of ABC
material compacted to a density equal to 100N
of that Niched by wnp..tl, a ernpl. of Be
matalml in exaManee NM AASHTO T -Sp a.
medMed by NCOOT.
A The nths thicknr./ wrtical Was of wt
",be tacbed.
5. The som depth of pavement matrtl MIN .tl.b
shall be reinstalled, but In no ore Nall
B. Xhall be I® Man Y thick
6. The asphalt pu:Nment material Nall be Installed
and compacted thoroughly NM a ennth drum rills
to acM.w a smooth IN.I octal
7. Refs to City of Rdeign ebederde b
Mar and pipe adding. W-3.
fa Wdkmd dstod.
k No HOW Patching allured. C
9. Povanact cub NMN NOOOT ROW
Nall conform to the approved
an alb encroaament gems. P'
REVISION'
W-2
m
an
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ran;
3000 PSI SOUD CONCRETE
SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE.
upi
SOIL
OR WATER IS
ENCOUNTERED
SOIL
NOTES:
1. Trenches requiring shoring and bracing, dlmenslons shall be
taken from the Inside face of the shoring and bracing.
2 No rock, or boulders 4' or
larger to be used In backfill.
3. Ali backfill material shall be
suitable native material.
4. Backfill shall be to 111 In 6' CITY OF RALEIGH
II DEPARTMENT OF PUBUC UIIUTES
5. AchichlaS BSN c0mpoctlon In
backfill. TRENCHBOTTOM DIMENSIONS BAC(FlWNG
REGUIREMENTS FOR DUCTILE IRON
W-3
- fat!.•. .
T�1
MINIMUM 36' HORIZONTAL CLEARANCE
FROM ANY OBJECT.
FIRE HYDRANT, PUMPER NOZZLE TO
BE POINTED TOWARDS FIRE TRUCK ACCESS
TRAFFIC FLANGE BETWEEN
2' - 8' ABOVE GRADE
CURB AND GUTTER
PAVEMENT
•VALVE BOX 8' GATE VALVE
COMPACTED BACKFILL GONG. THRUST,
(TAMPED IN 6' UFTS) BLOCK
IN. BRANCH PIPE
MAIN
CONC. SETTING SLAB \ Q/4' HOT DIPPED 11.- _ I
1'-3'x 1'-3'x 4' THICK \\\` ALVANIZED BRIDLE r W
ROD MAY BE COUPLED
3000 P.S.I. CONCRETE ONCE
THRUST BLOCKING 7 CU. Fr. CRUSHED
NOTES: STONE MIN. NDISTURBED EARTH.
1. FIRE HYOtANT SHALL BE AS MANUFACTURED: MUELLER AMERICAN DARLING. KENNEDY. M At H.
WATEROUS. CLOWR, EAST JORDAN IRON WARNS. OR US PIPE
2. BRANCH PPE SHALL BE DUCTILE IRON AMA C150-95.
& V GATE VALE SAIL BE AMA C500-Bfi OPEN UV7..
A STEEL RODS AND BOLTS SHALL BE 3/4' HOT MPPED GALVANIZED.
S FIRE HMANTS WILL BE INSTALLED IN ME VERTICAL POSITION.
5. RODS SHALL NOT E COUPLED MORE THAN ONCE IF WE LENGTH FROM WE VALVE TO WE
HIIMANT IX 20FT, THEN A MECHANICAL RESINANING GLAND WITH A REBAR CAE
SHALL BE INSTALLED ND MORE THAN 1OT RIOA1 HWRANT AND PO IN CONCRETE
7. FIE HIDRANTS TO E LOCATED IN ROW OR 2 FORT EAEMMT ADJACENT TO ROW.
W-4 w
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
NL MFtl NYFN N SWME fFEpT.
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1 1/4a 1,108 1 1 1 1 1 1 2 1
90°
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CITY OF RALEIGH +• ~ CITY OF RALEIGH IF m aAwTo UPAS AEN saws ho"T CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES - �4:� • 4 DEPARTMENT OF PUBUC UTIUTIES TRENCH SM AT w AWTE Was ^Tho TIE 11RUSI DEPARTMENT OF PUBLIC UTI
STANDARD THRUST BLOCK INSTALLATIONTHRUST BLOCKING DE
.:y STANDARD THRUST BLOCKING NEWS uE B• - BP WpD VALUE mR xrORAnM Fan
FOR VALVES AND DEAD END MAINS AXIMINL SURETY FACIaE QUANTITY TABLE
SONS DATE REVISIONS DATE :'. r.'U DWG N0. REMSONS DATE REVISIONS DATE DWG N0. REVISIONS DATE REVISIONS
L - O.W.C. 9-7-99 W_9 - - RRH - - W-10 .W. -23-9
6-92RRH
IPPPaWD Ilnlm FOR E%DNNOx OF Mw Box N01C S1 r. e• CONCRETE
WD R@IRD ON AL VAYE&
xo PIELA4r Cam M O NUT N10WA
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R2-
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ppSEE STANDARD W-18
QTRn
ST DAIS
FOIt COVIIt DETAILScturer
STANDARD VALVE BOX D MO/DAY/YR
TOP SECTION TO BE �2� DOMESTIC
UUU 80 LBS HEAVY HEIGHT CASTING QClose 35
TOP VIEW
PLAN MEW
SECTION VIEW
W-18
BOTTOM VIEW
Nob 1 - Wats` Lettering must be 1•
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Nob 2 - Vales CNr Nall be
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NZipnt of 2S pan d.
4 - Ceres much be does 33 or
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;
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8
C.I.ORTAMPD.I. PIPE CASKET
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PLAN MEW
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BOTTOM VIEW
Nob 1 - Wats` Lettering must be 1•
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DEPARTMENT OF PUBLIC UTILITIES
VALVE BOX INSTALLATION
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BOTTOM VIEW
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I REiVCNO BIAS BHNL BE MINIMUM AND ,Ell TOOIW R.
A MIGH lemal NOW N TRN SHALL VIONITT OF UST BLOW INFO ADL WE MINIMUM WITH
ASI BIOTIN M ST.WMAO MTK N3.
s BAaalu TAPED IN V U1115 NA
CITY OF RALEIGH
SUMMON) DE UL N-3 DEPARTMENT OF PUBLIC UTIUTIES
N m NLmOn BOTH CGUAR m ALONG MON THRUST BLOCKING DESIGN DATA
ENDS M oOu.W ARwxD aWDEE1WNM. FOR WATER MAINS
REVISIONS DATE REVISIONS DATE
W-7 RSH -21-00
POTABLE WATER REUSE WATER
CENTERLINE OF
MAIN & MARKERCENTERUNE OF
MAIN & MARKER
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"RALEIGH REUSE WATER'.
5.
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MEMBERS OF T74E AMERICAN INSTTT UT E DF ARCHTT ECI
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OPEN END FROM LS3PASSOCIATES LTD.
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MEMBERS OF T74E AMERICAN INSTTT UT E DF ARCHTT ECI
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PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAYNOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
OPEN END FROM LS3PASSOCIATES LTD.
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" �`�. ., BACKFILL MATERIALS CAP UNIT e-wLv sTm
O9➢W 2, PERMITREMIONS 6/23/2009
'1 •.BOKRIWTN � J. REFER TO SPEOFlCA710N5 FOR ADDITIONAL REQUIREMENTS
TOP OF WALL VARIES FINISHED GRADE
4. DRAIN PIPES SHALL NOT DISCHARGE DIRECTLY ONTO SEE GRADING PUN ..�..�- , \ �
TEE PAVED SURFACES DRAINS THAT PENETRATE FACE OF .a.,..r,.,;; CONCRETE AROUND POST
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ANCHOR TO OKE ARCHITECT FOR-
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SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

SEEDBED PREPARATION
1. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFORMLY AS PER
SPECIFICATIONS AND MIX WELL WITH SOIL
2. SEED AT RATE SPECIFIED. ACHIEVE AND MAINTAIN MINIMUM 95% COVERAGE
PRIOR TO FINAL ACCEPTANCE, AS DETERMINED ON A PER SQUARE YARD
SAMPLE BASIS
J. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH
WATERING OF GRASSED AREAS IMMEDIATELY UPON INSTALLATION. DO NOT
ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY.
4. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES
D 5. REFER TO WRITTEN SPECIFICATIONS FOR WARRANTY AND MAINTENANCE OF
LAWNS PRIOR TO OWNER'S FINAL ACCEPTANCE.
6. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS,
THE WRITTEN SPECIFICATIONS SHALL PREVAIL
LANDSCAPE NOTES
1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ALL PLANTS AND LAWN
AREAS AT HIS COST FROM HIS OWN WATER SOURCE INCLUDING DURING PERIODS OF
DROUGHT UNTIL FINAL COMPLETION. PLANT MATERIAL OR AREAS OF GRASS WHICH PERISH
SHALL BE RE-ESTABLISHED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
2. LANDSCAPE CONTRACTOR SHALL WATER AND MAINTAIN LAWN AREAS UNTIL THEY ARE AT 95%
COVERAGE AT SUBSTANTIAL COMPLETION.
3. SUBSTITUTIONS OF PLANT MATERIAL (IN LANDSCAPE CONTRACTOR'S BID PACKAGE) SHALL
ACCEPTED 60 DAYS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. SUBSTITUTION REQUESTS
MUST BE IN WRI77NG AND WILL ONLY BE ACCEPTED FOR LACK OF AVAILABILITY REASONS WHICH CAN
BE SUBSTANTIAED OR FOR SUPERIOR STOCK SUBSTITUTIONS.
I LIME & FERTILIZATION SCHEDULE I NATURALIZED SEEDING SCHEDULE FOR SURFACE BLANKET I
TEMPORARY SEEDING SCHEDULE
APPLY LIME AND FER77UZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM 3,000 LB/ACRE GROUND
NATURALIZED SEED MIX (NOT TO BE MOWED)
RATE
AGRICULTURAL LIMESTONE AND A MINIMUM 500 LB/ACRE 10-10-10 FERTILIZER, AS NEEDED TO ESTABLISH
70 LBS/ACRE
MNTER RYE (GRAIN)
95% COVERAGE (AS DETERMINED ON A PER SQUARE YARD BASIS) PRIOR TO SUBSTANTIAL COMPLETION.
DAIS ffiL PLANTING RATE
120 LBS/ACRE
CONTRACTOR TO SUBMIT A COPY OF ALL SOIL REPORTS TO OWNER UPON RECEIPT.
25 LBS/ACRE
OR SUDANGRASS
30 LBS/ACRE
APR 15 —JULY WARM SEASON GRASS MIXTURE (BELOW) 35-40 LBS/ACRE OR
CONSULT CONSERVATION ENGINEER OR SOL CONSERVATION SERVICE FOR
(OR AS RECOMMENDED BY ERNST SEED CO. (1-800-873-3321) PER MANUFACTURER'S
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
BY MANUFACTURER) OR APPROVED EQUAL REQUIREMENTS FOR 90%
LOCAL CONDITIONS OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
COVERAGE
•��TEMPORARY — RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
40% HORDEUM VVLGARE GRAIN BARLEY
12' IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
26% ANDROPOGON GERARDII 'NIAGRA' NIAGRA BIG BLUESTEM
PERMANENT SEEDING SCHEDULE— LAWN AREAS
14X ANDROPOGON SCOPARIUS 'CAMPER' CAMPER LITTLE BLUESTEM
SURFACE STABIUZA71ON REQUIREMENTS
74% SORGHASTRUM NUTANS 'RUMSEY 'RUMSEY INDIAN GRASS
6% PANIOUM VIRGA7UM 'CAVE -IN -ROCK' CAVE -IN -ROCK SWITCHGRASS
ADD
PERMANENT OR TEMPORARY GROUND COVER SHALL BE PROVIDED OVER ALL
WEEPING LOVE GRASS 3 LBS/ ACRE.
DISTURBED AREAS OF THE SITE AS SOON AS POSSIBLE, HOWEVER, NO LATER 30
DAYS AFTER CONSTRUCTION ACTIO77ES HAVE PERMANENTLY OR TEMPORARILY
JULY 31 -APR 14 SEE TEMPORARY SEEDING SCHEDULE, THIS SHEET
CEASED DURING ANY PHASE OF WORK.
SEE SPECIFICATIONS REGARDING EROSION CONTROL MATTING FOR SLOPES
TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED ON ALL SLOPES
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITIES
NOTE: NO MOW SEED MIXES TO GENERALLY CORRESPOND WITH CREST
PERMANENTLY OR TEMPORARILY CEASED.
OR TOE OF SLOPES REFER TO GRADING PLAN. LANDSCAPE
C
USE JUTE EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO
CONTRACTOR SHALL STAKE OR PAINT EXTENTS OF NO MOW SEED MIX
FOR ON-SITE VERIFICATION BY LANDSCAPE ARCHITECT PRIOR TO
COVER THE BOTTOM OF CHANNELS. APPLY 4000 LB/ ACRE GRAIN STRAW AND
SEEDING ACTIVITIES
ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN
SLOPES AND CLOG DRAINAGE DEVICES.
TEMPORARY SEEDING SCHEDULE
CLH
DATE I1PE PLANTING
RATE
AUG 15 — APR 15 3—WAY TALL FESCUE BLEND AND
70 LBS/ACRE
MNTER RYE (GRAIN)
25 LBS/ACRE
APR 15 — AUG 15 3—WAY TALL FESCUE BLEND AND
120 LBS/ACRE
GERMAN MILLET —
25 LBS/ACRE
OR SUDANGRASS
30 LBS/ACRE
(SMALL—STEMMED VAR.) --
CONSULT CONSERVATION ENGINEER OR SOL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE MACH DO WELL UNDER
LOCAL CONDITIONS OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
•��TEMPORARY — RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT VEGETATION. 00 NOT ALLOW TEMPORARY COVER TO GROW OVER
12' IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
PERMANENT SEEDING SCHEDULE— LAWN AREAS
DATE TYPE PLANTING RATE
APR 15— JULY 15'• HULLED COMMON BERMUDA 85 LBS/ACRE•
B JULY 15— AUG 15 COMMON BERMUDA SPRIGS 5 BUSHELS/1,000 SF
(WATERING AT CONTRACTORS EXPENSE)
AUG 15 — APR 15 TEMPORARY SEEDING APPLIES-
* OR AS REQUIRED TO ACHIEVE 95X COVERAGE AS DETERMINED ON A PER
SQUARE YARD BASIS PRIOR TO SUBSTANTIAL COMPLETION.
"' MIEN SEEDING MUST TAKE PLACE OUT—OF—SEASON FOR PERMANENT GRASS,
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON
AT NO ADDITIONAL COST TO OWNER.
I_1
CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE UNTIL
SUBSTANTIAL COMPLETION.
LAWN MUST BE AT 95X COVERAGE AT SUBSTANTIAL COMPLETION RENEW
TO BE ACCEPTED.
IF NOT AT 95r. SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE
FOLLOWING GROWING SEASON.
1. TOPSOIL STALL BE ACCEPTED BY 774E OWNER BEFORE THE LANDSCAPE
CONTRACTOR BEGINS WORK GENERAL CONTRACTOR SHALL CONTACT THE OWNER
OR ARC14I7ECT FOR TOPSOIL INSPECTION.
2. ALL CONTRACTOR'S 94ALL REFER TO THE EROSION CONTROL CONSTRUCTION
SEQUENCE AND ADD17IONAL INFGWA77OR ON SHEETS C-401 AND C-402.
1
DO NOT PRUNE OR CUT LEADER.
SEE SPECIFICATIONS SECTION
2900 FOR DETAILS
ARBORTAPE OR 3/4"
WOVEN BELT SMTHE77C
FABRIC STRAP, GREEN.
FLUORESCENT -
SAFETY FLAGGING
MULCH IS NOT TO BE
IN CONTACT WITH TRUNK
4" MULCH
6' EARTH_
SAUCER
2' x 2" STAKE
24" MIN.
BELOW GRADE
REMOVE TOP 2/3
OF WIRE BASKET
WHERE PRESENT.
REMOVE FROM PIT
4" MULCH
4" EARTH
SAUCER
FINISHED
GRADE
NOTE
PLANT PITS ONLY FOR
SINGLE PLANTS FOR
OTHER PLANTING PREPARE
THE ENTIRE BED AREA
fO FINISH GRADEITOP OF MULCH
O QUICK -COUPLING VALVE:
RNN BIRD MODEL 33 DRC OR EQUAL
O VALVE BOX WITH COVER:
RAIN BIRD VB-6RND OR EQUAL
® PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
O5 3 -INCH MINIMUM DEPTH OF
314 -INCH WASHED GRAVEL
© BRICK (1 OF 2)
O PVC SCH 40 STREET ELL
© PVC SCH 40 TEE OR ELL
O9 PVC MAINLINE PIPE
f 0 PVC SCH 40 ELL
71
2x 2" REDWOOD STAKE WITH
STAINLESS STEEL GEAR CLAMPS OR
EQUIVALENT SUPPORT SYSTEM
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE.
QUICK COUPLING VALVE
ROOT BALL x 2
TREE PLANTING
BALL + 24"
(/ ONLY STAKE TREES ON SLOPES 3:1 OR GREATER
/ OR IN HIGH MND CONDITIONS.
ORIENT TREES AS THEY WERE IN THE FIELD.
/ WRAP ONLY TREES SUSCEPTIBLE TO SCORCH.
START TREEIF REQUIRED, SECOND BRANCH.
AT
TIE SECURELY AT TOP, BOTTOM, AND AT 2' INTERVALS.
2" x 2" STAKE
48" MIN.
ABOVE GRADE
TFIaN
P OF ROOT BALL AT
ISHED GRADE. REMOVE
RLAP AND TWINE FROM
P 1/3 OF ROOT BALL.
/FINISHED
GRADE
wPREPARED & MULCHED PUNT BED
OR PREPARED LAWN AREA S(
SOIL BACKFILL MIXTURE
1 PART GROUND PINE
BARK TO 6 PARTS SOL
WITH 8-8-8 FERT.MIXED
IN AT 1 LB/100 S.F. TIGHT BEVELED JOINT
MAKE HOLE i' WIDER ON
ALL SIDES THAN ROOT AMENDED SC
BALL DIAMETER
TOP OF ROOT BALL AT
FINISHED GRADE. REMOVE
BURLAP AND TWINE FROM
TOP 1/3 OF ROOT BALL.
REMOVE CONTAINER.
SOL BACKFILL MIXTURE
1 PART GROUND PINE
BARK TO 6 PARTS SOL
WITH 8-8-8 FERT.MIXED
IN AT i LB/100 S.F.
MAKE HOLE 12" WIDER ON
ALL SIDES THAN ROOT
BALL DIAMETER
2" MULCH
ARBORTAPE OR 3/4'
WOVEN BELT SYNTHETIC
FABRIC STRAP, GREEN.
FLUORESCENT
SAFETY FLAGGING
2" x 2"
STAKE
EDGE OF HOLE \ /
STAKES IN SOLID
GROUND ONLY
GUYING PLAN
MULCH BED
4" TRENCH
CRASS
TO BE APPLIED TO ALL PLANTING BEDS
BACKFILL MIXTURE
1 PART SCREENED PINE
BARK TO 2 PARTS SOL
WITH 8-8-8 FERT. MIXED
IN AT 1 LB./I00 S.F.
GROUND COVER PLANTING
PLANTING DETAILS
CURB OR
0
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
FORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27901-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
MEMBERS OF ME AMERICAN INSTITUTE OF ARCHIIECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
KT.S DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
No. DesWpUan Date
1. IRN#2 527/2009
GMR7 PERMIT REVISIONS
PROJECT:
CLH
DATE:
E)ESIGN
DRAWN BY.,
CW Ortpn, PA
CHECKED BY.,
400 R�prxy Farst Or
n .23a0ei9!3 e,.
For: /6
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUITE 1700
RALEIGH, NORTH CAROLINA 27901-1701
TEL [phone] FAX [phone]
W W W.LS3P.COM
MEMBERS OF ME AMERICAN INSTITUTE OF ARCHIIECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
KT.S DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM L33PASSOCLATES LTD.
REVISIONS:
No. DesWpUan Date
1. IRN#2 527/2009
GMR7 PERMIT REVISIONS
PROJECT:
84 01-074 73 0
DATE:
05.27.09
DRAWN BY.,
TNI RBT
CHECKED BY.,
JPK
SITE
DETAILS
C-706
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
�� �� 3 4 5 CONSTRUCTION DOCUMENTS

0
C
1.;
B
A
POST TOP -
TENSION
WIRE
FENCE SECTION ELEVATION - ROUND END POSTS
TE POST
975" OD
;E POST
AIN LINK
9RIC
LINE POST
LOOP CAP
1.66" (1 5/8") DO
TOP RAIL
LINE POST 71E
MIN DEPTH
IN: 36"
MOTH
(4)x POST WIDTH
LCRUM LATCH
STRIKE STRAP
[50MMI
GATE FRAME
P 4 SIDES)
VSION BAR
P 4 SIDES)
2 1/2"
EPTH M07H
36" 4 x POST WIDTH
MI
END & CORNER
POST TOP
4
TOP & BOTTOM
FABRIC
DOME
KNUCKLE
a-
SWb I
A
CuIL NC Y%1B
Brom: •iB.J/AB71B
rm: a/B.afa7Bre
TOP OF EDGING TO BE MAXIMUM OF
� .`
\ '.
Y2" (12.7MM) ABOVE SURFACE MATERIAL
W W W W W W W W Y V V ♦ ♦ ♦ ♦ V V V V V W '.. V:"..; W:'•.
IN & FREE
b b b b b 1 1 i i i ii
7 DEBRIS.
BED MEDIA OR AGGREGATE
�
W W W W W W W W Y Y Y ♦ ♦ ♦ ♦ V V V V V W ..hyl.'.:?L �
':
COMPACT GRADES TO AVOID SETTLINGADJACENT TO EDGING -4°'
9,.
LS3P ASSOCIATES LTD.
8
b b b b b 1 1 i i i i i i i i i i i i
I I—III—
—III
W W W W W W W W Y Y Y Y ♦ ♦ ♦ ♦ V V V V
12" (JOSMM) ALUMINUM STAKES TO
v
' a° a
434 FAYETTEVILLE STREET, SUITE 1700
LOCK INTO PREFORMED LOOPS ON THE
RALEIGH, NORTH CAROLINA 27601-1701
EDGING
TEL. [phone] FAX [phone]
PERMALOC (800-356-9660)
2
WWWLS3P.COM
FABRIC
WWW.PERMALOC.COM
CLEANLINE-XL ALUMINUM EDGING, 4" X 8" ; OR
APPROVED EQUAL; INSTALL PER MANUFACTURER
SPECIFICATIONS
�1
IFI
I r
�
TE POST
975" OD
;E POST
AIN LINK
9RIC
LINE POST
LOOP CAP
1.66" (1 5/8") DO
TOP RAIL
LINE POST 71E
MIN DEPTH
IN: 36"
MOTH
(4)x POST WIDTH
LCRUM LATCH
STRIKE STRAP
[50MMI
GATE FRAME
P 4 SIDES)
VSION BAR
P 4 SIDES)
2 1/2"
EPTH M07H
36" 4 x POST WIDTH
MI
END & CORNER
POST TOP
4
TOP & BOTTOM
FABRIC
DOME
KNUCKLE
a-
SWb I
A
I FLUSH MOUNTED
) IN CONCRETE BASE'
WANUFACTURER FOR
3N IN CONCRETE.
PAD (3)
VER STONE; 1 1/2-4"
4-6" DEPTH
FLASH COLLAR
BASE
FLAGPOLE
JAUMINUM FLASH COLLAR
3000 PSI CONCRETE
HARDWOOD WEDGES
DRY SAND TIGHTLY TAMPED
AFTER ALIGNING POLE
FOUNDATION SLEEVE - 16 GA.
HOT DIP GALVANIZED STEEL
JOINT STEEL CENTERING V
EDGING
1/4" STEEL BASE
1/4" STEEL SUPPORT PLATE
WELDED TO GROUNDING SPIKE
1" DIAMETER STEEL ROD
HORSESHOE STAKE
PAVEMENT SECTION
GALLON BUCKET
.LED WITH CONCRETE
4" LONG 1" RUBBER HOSE
STAKE IRON WELDED TO
NIS
DEEP SAND PIT
rSTAKE (RINGER) SEE DETAIL THIS SHEET
I PAINTED FOUL LINE PLATFORMCONCRETE
STAKE (RINGER) SEE DETAIL THIS SHEETI
PAINTED FOUL LINES \ r 12" DEEP PIT
12-
4
..
DESIGN
a-
SWb I
LAWN
CuIL NC Y%1B
Brom: •iB.J/AB71B
rm: a/B.afa7Bre
TOP OF EDGING TO BE MAXIMUM OF
� .`
\ '.
Y2" (12.7MM) ABOVE SURFACE MATERIAL
W W W W W W W W Y V V ♦ ♦ ♦ ♦ V V V V V W '.. V:"..; W:'•.
IN & FREE
b b b b b 1 1 i i i ii
7 DEBRIS.
BED MEDIA OR AGGREGATE
�
W W W W W W W W Y Y Y ♦ ♦ ♦ ♦ V V V V V W ..hyl.'.:?L �
':
COMPACT GRADES TO AVOID SETTLINGADJACENT TO EDGING -4°'
9,.
LS3P ASSOCIATES LTD.
8
b b b b b 1 1 i i i i i i i i i i i i
I I—III—
—III
W W W W W W W W Y Y Y Y ♦ ♦ ♦ ♦ V V V V
12" (JOSMM) ALUMINUM STAKES TO
v
' a° a
434 FAYETTEVILLE STREET, SUITE 1700
LOCK INTO PREFORMED LOOPS ON THE
RALEIGH, NORTH CAROLINA 27601-1701
EDGING
TEL. [phone] FAX [phone]
PERMALOC (800-356-9660)
2
WWWLS3P.COM
FABRIC
WWW.PERMALOC.COM
' �ndClt
;000-P9 ABC
Bab-M.NM.4 WiIF
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um mrar uxe.
30"
NOTES:
I. REFER TO SPECIFICATION SECTION 02520 FOR SURFACING
AND MARKING REQUIREMENTS.
2. REFER TO SPECIFICATION SECTION 02870 FOR GOAL REQUIREMENTS.
a MARK COURT PER NFSHSA STANDARDS
NOTES
1. WSTALLA71ON TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
FACE OF WALL
FACE OF WALL
FENCE AT CORNER
PLAN NEW
FENCE SHALL BE INDUSTRIAL STREP
ALUMINUM ORNAMENTAL FENCE AS
MANUFACTURED BY JERITH. MODEL
4' NO. 200-72 (1-800-344-2242) 0
APPROVED EQUAL. INSTALL PER
MANUFACTURER'S RECOUMENDA71ON
(SEE SPECS) COLOR: BLACK.
3/8" HEX BOLT ASSEM
W/ FLAT WASHER ON
BOLT SIDE/LOCK
WASHER ON NUT SIDE
.0' srAxr M STN
rr r• r ar :1 r c a•
��wo,EF��I
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70—
WAKE
COUNTY
FORTH CAROLINA
ALUMINUM
4
..
DESIGN
a-
SWb I
CuIL NC Y%1B
Brom: •iB.J/AB71B
rm: a/B.afa7Bre
TOP OF EDGING TO BE MAXIMUM OF
)TH RIVER
PLANTING BED
Y2" (12.7MM) ABOVE SURFACE MATERIAL
IN & FREE
7 DEBRIS.
BED MEDIA OR AGGREGATE
COMPACT GRADES TO AVOID SETTLINGADJACENT TO EDGING -4°'
9,.
LS3P ASSOCIATES LTD.
8
16
30"
NOTES:
I. REFER TO SPECIFICATION SECTION 02520 FOR SURFACING
AND MARKING REQUIREMENTS.
2. REFER TO SPECIFICATION SECTION 02870 FOR GOAL REQUIREMENTS.
a MARK COURT PER NFSHSA STANDARDS
NOTES
1. WSTALLA71ON TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
FACE OF WALL
FACE OF WALL
FENCE AT CORNER
PLAN NEW
FENCE SHALL BE INDUSTRIAL STREP
ALUMINUM ORNAMENTAL FENCE AS
MANUFACTURED BY JERITH. MODEL
4' NO. 200-72 (1-800-344-2242) 0
APPROVED EQUAL. INSTALL PER
MANUFACTURER'S RECOUMENDA71ON
(SEE SPECS) COLOR: BLACK.
3/8" HEX BOLT ASSEM
W/ FLAT WASHER ON
BOLT SIDE/LOCK
WASHER ON NUT SIDE
.0' srAxr M STN
rr r• r ar :1 r c a•
��wo,EF��I
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
:70—
WAKE
COUNTY
FORTH CAROLINA
ALUMINUM
LH
DESIGN
a-
SWb I
CuIL NC Y%1B
Brom: •iB.J/AB71B
rm: a/B.afa7Bre
TOP OF EDGING TO BE MAXIMUM OF
N
ALUMINUM CAP
o`�NICA'Rp"'
61 .........:
fGORY S�j'`.`.
"rrnn uunlP\
5 09
MEMBERS OF THEAMERICAN INSDIUIE OFARCNITECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
INANYFORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I No. I Description I Owe I
1. IRN B2 5/27/2009
GMP -1 PERMIT REVISIONS
PROJECT: 8401-074730
DATE; 05.27.09
DRAWN BY: TN I RBT
CHECKED BY; JPK
SITE
DETAILS
C=707
POST ANCHOR TO SLEEVE
SOLUTIONS THROUGH LISTENING
FLAG POLE BASE DETAIL N.rs FENCE ON WALL Nrs
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS
ALUMINUM EDGING; 8" HEIGHT
ANCHORED; SEE DETAIL
TOP OF EDGING TO BE MAXIMUM OF
)TH RIVER
PLANTING BED
Y2" (12.7MM) ABOVE SURFACE MATERIAL
IN & FREE
7 DEBRIS.
BED MEDIA OR AGGREGATE
COMPACT GRADES TO AVOID SETTLINGADJACENT TO EDGING -4°'
o�bC4p
LS3P ASSOCIATES LTD.
I I—III—
—III
12" (JOSMM) ALUMINUM STAKES TO
v
' a° a
434 FAYETTEVILLE STREET, SUITE 1700
LOCK INTO PREFORMED LOOPS ON THE
RALEIGH, NORTH CAROLINA 27601-1701
EDGING
TEL. [phone] FAX [phone]
PERMALOC (800-356-9660)
WWWLS3P.COM
FABRIC
WWW.PERMALOC.COM
CLEANLINE-XL ALUMINUM EDGING, 4" X 8" ; OR
APPROVED EQUAL; INSTALL PER MANUFACTURER
SPECIFICATIONS
N
ALUMINUM CAP
o`�NICA'Rp"'
61 .........:
fGORY S�j'`.`.
"rrnn uunlP\
5 09
MEMBERS OF THEAMERICAN INSDIUIE OFARCNITECI
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
INANYFORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I No. I Description I Owe I
1. IRN B2 5/27/2009
GMP -1 PERMIT REVISIONS
PROJECT: 8401-074730
DATE; 05.27.09
DRAWN BY: TN I RBT
CHECKED BY; JPK
SITE
DETAILS
C=707
POST ANCHOR TO SLEEVE
SOLUTIONS THROUGH LISTENING
FLAG POLE BASE DETAIL N.rs FENCE ON WALL Nrs
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
0
:70 -
op
WAKE
COUNTY
,ORTH CAROLINA
C
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUTTE1700
RALEIGH, NORTH CAROLINA 27801-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
NICAI11111 Ro e
,'11""ORY
41nuu\
5 �09
B
MEMBERS OF THE AMERICAN
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD,
REVISIONS:
Vo. I Description OBIe
1. IRN 02 5/27/2009
GMP -1 PERMIT REVISIONS
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN /RBT
CHECKED BY: JPK
A
WETLAND
PLANTINGS
C-709
;OLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
CONSTRUCTION DOCUMENTS
CLH
DESIGN
.00 A
wx. r
Cern NC 27313
Plrom: aIBJIA371s
Fmr. a/safa73re
C
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SUTTE1700
RALEIGH, NORTH CAROLINA 27801-1701
TEL. [phone] FAX [phone]
W W W.LS3P.COM
NICAI11111 Ro e
,'11""ORY
41nuu\
5 �09
B
MEMBERS OF THE AMERICAN
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD,
REVISIONS:
Vo. I Description OBIe
1. IRN 02 5/27/2009
GMP -1 PERMIT REVISIONS
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TN /RBT
CHECKED BY: JPK
A
WETLAND
PLANTINGS
C-709
;OLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

EF
_� idi `i IS�M1IW
Figure 611-21. Lane Closure on Near Side of Intersection (TA21)
I I I t t t
n. ry ma= sea Tame. eH.z and fiHa
(m
Ann notes
of me
s leer
rrors OMmr
cubes uceC m Ins 1gure.
ti y
VA.Lyl'i
(P n
1-�4
� I on anis=
i 7��
L
p� LEXIER
i LPX[
CLOSEa
AHEAa
1 B
1 t t t + POAa
1` WORx
-- AxEAo
Typical Application 21
'_pnl 19ilirm I'u¢ fi1rN
Figure 6H-22. Right Lane Closure on Far Side of intersection (TA -22)
II t
rope',
araxr
xaoM r fx6
aron 1 PanE w6ax
1 i:lnp®
o> A /
1-1117- i o
F t
y y
i
OIC ^T +�L RIGHT ERNE a
l�I(` MUST IUP:o all
xxOM avaA IDRN RIGHT
0X3 1 q
(optional,
+ niA41
fielifirsos
iPAFfI[
xlE(lE
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An't caning ohne e
swroue aedr¢r
cMes uaee m tNnts " llg uea. 1
1 • t t POAa
+ WORK
`�/ AxFAo
Typical Application 22
3IXV 6doo leg, (Ji -51 'W3Eailini I%,efl I -
Figure iii Lett Lane Closure on Far Side of Intersection (TA -23) Figure 611-24. Half Road Closure on Far Side of Intersection (TA -24)
oM ii tt� Tia t
anon eTllvO
T ExN � T
POpO WOPx B
a O-
+
®i�
(WXan )
i eA-r aye
elitists (notional) space ® q,
y '
y trzL I 1
x © } A / OPtronal
� f ! i Pav¢men
�' a Iwlionall i icy i iorci
/
30m00011) 90 � '-w
i 1 1
LEFT LANE f 1 F
MUST T
W>
IDflN Lf FI O � A F77
INNSTX
XtlOM pYOtl T t IaPX PIEXT
6x1 + f
lo�l
1 � e
11 r I i
BC Cy fir—O
NMe: see Tables 6H-2 anE 6H3 y LFR LANE Nale: Sae Tables Suit3 -1-
brlMmeaamgalNa cwsf0 u1n.syrusmeamlg Dgh, l + t t
ince senNm kller I t t �i ANMD Ymer=IJ Iletler
aMrc used m lila lgme. m =Mas uutlin tnisllgure. ,-..y
ROAD Typical Application 24
+ l WORX
�, Axano
Typical Application 23
'IIU1 Ejlli.m Paye nl l^9
Figure 6H-25. Multiple Lane Closures at Intersection (TA -25)
av3xv j
xtlOM
aron
aCori
i
A
(� r
YtlOM OV�
6x3
Nqa: See Tades 6H-2 ane 6114
mf m¢maanXg a Ina
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cures 1. m Mia l.an .
t
I 1 t t
Typical Application 25
TIM.111
O
A
it
G
=x.
2L m \
1 (ovlmnao
tNHI n LLII
e
Ix6u
y� iPARI[
Mf PLE
AIGNI
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AHFAa
C
2003 EURim Para 611-9 yIU3 rul r, N, Of 59 100311 Patio 611-61 '_W]P'XL:n *ye 1. y 1. FAi0on
Figure 61 Closure In Center of Intersection (TA -26) Figureii Closure at Side of Intersection (TA -27) Figure 6H-28. Sidewalk Detour or Diversion (TA -28) Figure 6H-29. Crosswalk Closures and Pedmt ion Detours (TA -29) Figure 611-31. Lane Closures on Street with Uneven
Directional Volumes (TA -31)
1 t i
/\11 t Y!'oM 1 \ / �T ♦ ♦ t t
aroe T ExO drox� ♦ t / PaeD w6xx _ \/ �A
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re
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MIN. trL I1 `\ if�5CLOSED
K wNl¢lane lm
AIIDNI e \ �'�`:
/. 1 lao mAXu A + r
1 a S>c o M a . NwSpace
'note -1,(h
• opllonaN
A i i RoaD i RonP \ 112L
xtlax arta uaDM otos �- T i j wDArc ^ DRx \ \
0x3 0x3 ` . � xrr0 xLM Naa: Forlmgamn naron, \ `�
i_ ADAE W j t. l t 'awk.NndwGlerdare }
N01e. SPP Theles 6H2 and 6H-3 WDRR Sea WIe p lot X¢ggeanlgma6on R ICPIiOnaN ous g ne indoor p.6$ m M $lain kmT A
B AHEAD �hegoand at9ultle }
lorine meaning of ln¢ 1 i O fiemored nelween the PSNi15151n mPM1 j
sYmMlsrseorenercMe_ + t NMe: See Teorges-21-4 fiHf9lerle meaning mai } i
uMIn IM1is Lgure. of ln¢Symb015 ¢ny0lkll¢rcpXs ua¢tlm � t �- IpmOwrc wrelk lines
IDls figure
Typical Application 26 -O ,ra.ievor Won, rvae: sea Tades 6wzand
RIOEWALK DETOUR sIDEWALK DIVERSION 1 T unriH-2anci D
Typical Application 27 wmbola eawM d r 6H.a lobus meamne j
Typical Application 28 1 t InPmnaN cMes Aaron this figure. nine evordsaMlor j t t
♦ Ingercuggreader gifieOure,WOArc
Nota: Seaesy"fix-i aM 6H31orle meaning ANDD
of theinuesOriginmeola anvoreelcwtes uses in Typical Application 29 Typical Application 31
mMrlga�a
GI
i
3
4
1. CONTRACTOR TO PROVIDE TEMPORARY DETOURS AND
TRAFFIC FLOW MANAGEMENT PER THE APPLICABLE
DETAILS SHOWN ON THIS SHEET.
2. MAINTAIN TRAFFIC AND PROVIDE PROPER SIGNS
SIGNALS LIGHTS FLAGMEN AND OTHER WARNING
DEVICES FOR THE PROTECTION OF TRAFFIC IN
CONFORMANCE WITH THE LATEST MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO
THE NCOOT DIVISION OF HIGHWAYS' AND THE CITY OF
RALEIGH STANDARDS AND SPECIFICA71ONS MANUALS
A ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM
WITH THE LATEST MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES
a ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
G. RIGHT OF WAY IMPROVEMENTS TO BE COMPLETE PER
SHEET C-101 AND C-103
Z EXISTING STRUCTURES DISTURBED DURING CONSTRUCTION
ARE TO BE REPLACED AND OR REINSTALLED TO THE
ORIGINAL OR BETTER COND17ION.
B SEE SIGNAL PLANS FOR POLE AND CABINET LOCATIONS
SIGNAL INSTALLATION TO BE COORDINATE WITH THE CITY
OF RALEIGH.
I CONTRACTOR SHALL VERIFY RECEIPT OF ALL REWIRED
DRIVEWAY AND RIGHT—OF—WAY PERMITS PRIOR TO
START OF WORK. INSPECTIONS OF IMPROVEMENTS
WITHIN 714E RIGHT OF WAY ARE WITH CITY OF RAEUGH.
5
Wake County
Mental Health
Continuum of
Care Services
Facility
300 Merrell Drive
Raleigh, NC 27610
WAKE
COUNTY
NORTH CAROLINA
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SURE 1700
RALEIGH, NORTH CAROLINA 27501-1701
TEL [phone] FAX [phone]
WWW.LS3P.COM
brigi I
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I No. I Description I Date
3. SANITARYSEWERREVISiON 712412009
4, CT' OF RALEIGH PERMIT 5/03/2009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TNI RST
CHECKED BY: JPK
SITE
DETAILS
C-711
SOLUTIONS THROUGH LISTENING
SoffSERVICE BY DESIGN
CONSTRUCTION DOCUMENTS
LH
�ESIGtV
G_H i A
M(Z
pO�sptllp'1nty Farwt Or.
Serb i1(i
1� , HC a�efe
Phorrws efaafa.e�fe
Fen a/safa7als
LS3P ASSOCIATES LTD.
434 FAYETTEVILLE STREET, SURE 1700
RALEIGH, NORTH CAROLINA 27501-1701
TEL [phone] FAX [phone]
WWW.LS3P.COM
brigi I
COPYRIGHT 2008 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
I No. I Description I Date
3. SANITARYSEWERREVISiON 712412009
4, CT' OF RALEIGH PERMIT 5/03/2009
CHANGES
PROJECT: 8401-074730
DATE: 05.27.09
DRAWN BY: TNI RST
CHECKED BY: JPK
SITE
DETAILS
C-711
SOLUTIONS THROUGH LISTENING
SoffSERVICE BY DESIGN
CONSTRUCTION DOCUMENTS

_SECTION VIEW
{ YPIGay
1,11(ni
1. AA Dilaensions in It uplesg 011derv+160 specifretl.
a_ - Maccedcol Germans be ASTM Amr-
3. Bettors used shall be ZMa+PVC GbaYed.
1. Cabior Pill to A$'IIVI 130711:
4.1. Rock Slee 4- to 8`, Dan =a"
42 Rockthal Vl'e19M 15.0 per an,
4.3. Votrls 90%max
5. Wads
ZTa^' Q GENERAL NOTES:
'.��$� G)�oZ4` %[ulfirldam isis eo be inztalkd in Qab-.me eree'sin fronmfwaB
io araval lythe c,tocinmrta dawn, All panok provltle "dry
nE.. S�e'� eucavaticr." for Boblolt installation. All permits Por
mrstruchon era pl sded by others �.
tr Poundcica 11h0ratle Volwall in to apnroxlro3ten'asnald.rd
with creek bottom'hare_ rack and MR rod, wasobsavad
in crecin lone, edea pfcnannd.
3, Tha subgratle conditions Ilene the base of Pre waft are to be
Sonroved by he rpaor tcstnaof Galion wall co y, con'ta
—� ea -
So rc,.d r MR arrm,(a stat Of Ga rad and mnallad aat
Rlierap(gass 2) on Dralnege s _ yy�,�/�� Lnndemonioguruueble sells and bellath1ng wPA lean
Fabric IN.01 0Nj �� "<; ' n �r nvreto acapproved by the seouechrAcal xnglnear.
Extend discharge PIP. V, /' jy Con, Pipe CoJat 4. After subgrade approval by EWR, the Ga hi an wall
mtuimva. pwsF I so
haAAvuA� / v// /�♦ imm,ruction may be genera[ prod 'mewail ing an thin
ord
3 onto rm ta cr,m aaner,',(M,edrawln11) 11t In ran, aa¢e
wade e, Tha cum'el'.(Mats are th lar -,tel In
guidellnes.The Gmblonhors with
I ,ta a W sh eypi
ear crcfe d�ssi deq ` manuPact F&Rc ouldmoniswith...act.,, ryps and
e \\ \\ ® metines. FkR 9lould moai:arwall cpnserue[ion.
}.b 24"CMP Banal 14%
T a, \X>(\///\�`/ 5. Mck used In wnsttuc:in6 ern 6ablon wallsM1ould by
tLti / \\\`,\ \ ♦ dwaMit 4"eachgEyivnmeterandsh6df'mel'[WBahf,
carve -7r r '(/// 0 NGD' Standard I.e. lt•/andqualiry lrqulrements spaafiod bl•Maaafxrri
/ X'\ -ride°. Headwall 6. Backlllt..afmayberequiicdbehindoronehesitxsoMe
as� / L _r wxlllbawenntbawallandundlsturbodnativewNsIshoukI
( I .-ta 4p/♦ /� yop
1.5' h 2Nf In 5fan1 e,fla fdln dranndb
��\�jOriginal Graxk Bank 1 �a BackfW astetl slwre h0thephoted.Sm2'of ba"ll,cam" of arilslrouid be
\u vreBmmpac[ed siLy orcMyey soils above fnolkencnsed
1B4.o4 I ,� \\ &tlC&SMI ID f80fM) _ Theha 5{Una.
h§krt I
__—v_-- 16 I, 7. The ah an, stn«o allb.'n tl vrtd the
Word 140N
0 appllceble IOC , dOr a S I ryb,11alar,
l
Word 140N
ick _ .—: " ) i �� ♦ & F&R 0 air Or 'tads ou c ad .1 n I eth tam
�T 1 ♦ antte airOr
me ins,is ftl narima it the pHe.m
//�♦//�/// //\ / /`
Approximate and 6v ntheamcreum)sicau VLrnbaa"mdad,however,
\�.' hale 11 be nE (minimuthe0urpnronbalmtalcdi0 interior
bee
\ _ E�savafion Paalil0
Ga0lop Seauf \�\/\� /''-`b�I \ the
fth,,yohelp reducx:he potential fnr souralong the bate
Apron ��\��\���\ a[thewal.
by theta .lanshJohallny Parte lacquired
by the Geotechnical Enylrwer ,
stare=
FROEHLIN6 & ROUERTESq Nr'NG.
,a rm Engpurering .E."I'a yeatal • Geotechnical
1(. K 310 Hubert5traet
Reieigh, Notth Carolina 27603-23021USA
® 1919.928.34611 P 919.8785751
'0°' www.fandccom
`/ 1 m v ��•
SECTION
ccosiasaaooele
FIGURE
No.:
pop
F:;:a,1r,',
MCMefBIa the.. ao reye.libb rora.
a.,..i mmbeel. 11 pmvMs,.. they Or,
mdwku4tr2
Maccedi Inc
'rea3 Got—L.m.
Macrakm. Inc
1030.9 Crnemor lane Rise
r.m2al Me 299S3118 USA
WAKE MEDICAL
8 Robedson, Inc.
MS •p.ax
accafeni Galion Wall
s� NT
USA2010-m
FrM 1 213
Construction Nates
WAKE MEDICAL Maccaferri Gabion W
""'Ni e'K'x"
Tial; B Robert non, Inc. _ U8A2oio_M
Fe& 313
km"'• °"""�mm
°'tea
mdwku4tr2
Maccedi Inc
'rea3 Got—L.m.
Macrakm. Inc
1030.9 Crnemor lane Rise
r.m2al Me 299S3118 USA
WAKE MEDICAL
8 Robedson, Inc.
MS •p.ax
accafeni Galion Wall
s� NT
USA2010-m
FrM 1 213
Construction Nates
WAKE MEDICAL Maccaferri Gabion W
""'Ni e'K'x"
Tial; B Robert non, Inc. _ U8A2oio_M
Fe& 313