SW7061226_APPROVED PLANS_20070227

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
sw-lo O
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

HERTFO
SITE DATA
PROJECT: HERTFORD TEACHER HOUSING
PREPARER: CPS ENGINEERS, PA
PREPARER'S CONTACT: JIM CHANDLER, PE
7621 PURFOY ROAD, SUITE 201
FUQUAY-VARINA, NC 27526
PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
OWNER/DEVELOPER: SECU FOUNDATION & PARTNERS FOR
HERTFORD CO. PUBLIC SCHOOLS FOUNDATION
OWNER/DEVELOPER CONTACT: MARK TWISDALE
STATE EMPLOYEES' CREDIT UNION
1000 WADE AVENUE
RALEIGH, NC 27605
PHONE: [phone]
PROPERTY ADDRESS: HERFORD COUNTY HIGH ROAD
DEED REFERENCE: DEED BOOK 146, PAGE 586
ZONING: R-20
PROPOSED USE: MULTI -FAMILY
TOTAL TRACT AREA: 9.33 ACRES
WATER SHED: CHOWAN
SITE PACKAGE
AHOSKIE, NORTH CAROLINA
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Chandler Palmer Speight
engineers,p.a.
7621 Purfoy Road, Suite 201
Fuquay-Va irik NC 27526
Te1919.552-4845
Fax[phone]
SHEET INDEX
C 1.01 - OVERALL SITE PLAN
C2.01 - EXISTING CONDITIONS AND DEMOLITION PLAN
C 3.01 - LAYOUT PLAN
C4.01 - GRADING PLAN
C5.01 - SEDIMENTATION & EROSION CONTROL PLAN
C6.01 - UTILITY PLAN
C 7.01 - LANDSCAPE PLAN
C7.02 - LANDSCAPE DETAILS
C8.01 - SITE DETAILS
C8.02 - SITE DETAILS
C8.03 - SITE DETAILS
C8.04 - SITE DETAILS
C8.05 - SITE DETAILS
TORM& ER
APPR0\/E 1 � 4/
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MAMA' 7MENT OOMWWON
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CPS PROJECT NO: 06-053
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BIKE PATH
�I 2-STORY BUILDING I
DUMPSTER
ENCLOSURE
65 PARKING SPACES
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SHELTER \/ I
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SITE DATA
PROJhCT:
HERTPORD TLACHEIZ HOUSING
O WNFR:
HLRTFORD COUNTY BOARD OF EDUCATION
DEVELOPER:
SEC'U FOUNDATION & PARTNERS FOR
HERTFORD CO. PUBLIC SCHOOLS FOUNDATION
DEVELOPER CONTACT.
MARK TWISDALE
STATE EMPLOYEES' CREDIT UNION
1000 WADE AVENUE
RALEIGH, NC 27605
919-839-5180
ARCIIITEC'T:
BROWN & JONF_S ARCHITECTS, INC.
ARC'HITEC'TC'ONTACT:
WAYNE JONES
701 M PERSON STREET
RALEIGH, NC 27604
919-831-2626
CIVIL ENGINEER:
CPS ENGINEERS. PA
ENGINEER CONTACT:
JIM CHANDLER
7621 PURFOY ROAD, SUITE 201
FUQUAY-VARINA, NC 27526
919-552-4845
ADDRESS:
HLR (FORD COUNTY HIGH ROAD
AHOSKIL, NC
DEED REFERNCE:
DEED BOOK 146, PAGE 596
ZONING:
R-20
EXISTING USE:
VACANT
PROPOSED LISE:
MULTI -FAMILY
TRACTAREA:
9.330ACRES
IXISTING GFA (SQ-FT):
0-SF
PROPOSED GFA(SQ-FT):
-25.000-SF
DISTURBED AREA:
3.0 ACRES
IMPERVIOUS COVERAGE:
- i.350ACRLS(14.47%)
(40"S MAXIMUM)
.SETBACK REQUIRMENTS
FRONT,30 FEET
REAR: 25FEET
.SIDE: 15 FFhT
PARKING REQUIREMENTS:
MULTI -FAMILY.: 2 SPAC'L'S 12-13EDROOM UNIT
NUMBER OF'-BF.DROOAI UNITS: 24
7'01'AI- REQUIRED PARKING: 48
TOTAL PARKING PROVIDED: 65
HANDICAP ACCESSIBLE PARKING:
(INCLUDED 1N TOTALS LISTED ABOVE)
RLQUIRED:2 WITH 1 BEING VAN ACCESSIBLE
PROVIDED: 3 WITH 3 BEING VAN ACCESSIBLE'
GRAPHIC SCALE
( IN FEET )
1 inch = 50 M
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Chandler Palmer Speight
engineers,p.a.
7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27526
TeL[phone]
Fax:[phone]
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SEAL c�
3 026466
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JA JOB#: 0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV l: 2-5-07
Construction Phase
OVERALL SITE PLAN
C1.01

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/ s"M ®12"P 0 18"0 ® ® \\ ® /s"M AREA WITHIN DIS,XJRBED LIMTS h
21"0 18"p 7"G i 9 0 6'P \ /
ASPHALT PATH SHALL BE / 7,"c 0 1s"o \ 17 ° _ ® TO BE CLEARED, AND GRUBBED
GRADED TO WORK WITH EXISTING / 0 / _ - --- HO — `- I / // ry
GRADES TO MINIMIZE DAMAGE / 14"p / 17"HO - - 8 M / ♦ / / �2 PO
TO EXISTING TREE ROOTS rq q 22^P 14'P �' 16"P I ® AREA WITHIN DISTURBED LIMTS ® c / tz"G / 0
/ 0 1 13"O s"° TO BE CLEARED kND GRUBBED 5'
/ 7"H 16'P _ 198 _ 10"THO 18"1H0 6"HO � // /
/ 0 017"P 0 1Y'P// 0 ' - 11" 10"G I /' ,9 / / / i N/F
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0�7"G 0 20"p 4J18"P 5"Re I - 8"M �� ta`E'o`'' / /,'7„G MICHAEL H BASNIGHT
8"p G 018"0 g7"M Of 12"0 0 77"0 12"0 ® 12"0® ®12"0 i�8'M 12"0 8"M I // // 0 P`' ,9� ' PIN#85993—P23� 546
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0 30"T 12.,P®8„o ,3"O /' \ �,q•�p --1 8"G 23'P 1R5 ,M GENERAL NOTES
/ 19' \ H"' \ ���ff� ®7"M I _�86'44'79'W 87.88' /
9`0 "G I I / 16"P ® 18.0(F`J' \ 20"0 � „ \ - / / - IRS
12"M 0 23P ® \ \\ ® B G \ 9"M o / // —� 1. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES
1 12"P 19"p \ Ji' 13"G 11"0; - - -Q- I IPUMP'STATION SITE SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL
20"TW I 1 17"0 ®17"P 16"PO 15 13"PO ► "cc "JJ" 0 101'G 9"G 14"G 14M ,\„G / �°�(0 //(BY OTHERS) / APPLICABLE RULES AND REGULATIONS.
/
126" ♦ 12 FO \ - 6"B 0 0 as 2. EXISTING SURVEY INFORMATION WAS TAKEN FROM A TOPOGRAPHIC
15"M 10 G 21"M 55"M/ / g"G 24"P 0 /•� SURVEY BY JH CHANDLER &ASSOCIATES.
® 12"0 / 13"PO ®19'0 7„M - - 9"° � 13"POO� 0 / / /• ">
14"G 0^ J. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING
12"P 15 P 30"0 / 22"p® ®® ® 10"M - 13"PO 0 ( 0 0 0 15"M0 / / / '� 13'G /
e ® 0 f 9�0 / / 0 OPERATIONS. CLEAR AND GRUB ALL AREAS AS SHOWN AND
SETBACK / 29"PO / REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION PER
6"H' = 30' FRONT 0 // 2�i"PO --- 14"PO 8"0 SPECIFICATIONS AND DRAWINGS. EXISTING TREES, SHRUBS OR OTHER
\ 28"PO - CS - 197 0 G 10"PO LANDSCAPE MATERIAL WHICH WILL CONFLICT K17H NEW CONSTRUCTION
7"PO / 2T0 0100 / 94.04' S8927'36"E--- 91.22' - CS 20.83'1 IRS S86'44'19E SHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS).
/ "0 ® % ® 6 M I ®23 P 0 // 7"p \\ 0 CS---N85-34'30'E ----- 50.00 ALL CONTRACTORS SHALL VISIT THE S17E AND OBSERVE EXISTING
12"P 14'PO CONDITIONS PRIOR TO BIDDING.
76"p 9"0 i ® 1 23'PO / 91 �f _ - - -- - - - -- - -- - _.IRF _
IM M 7"PO 0 S1• ( ---- 198 --- 4. STOCKPILE TOPSOIL AND WOOD CHIPS ON -SITE WITHIN CLEARING
�"PO - _ _ --- ---- -- 99 _ - --_ - LIMITS OR WHERE INDICATED ON THE PLAN. TEMPORARY MULCH
17'TO --- _ _ __ ^u
/ / 9 0 - 797 SIGY ---- -- ♦Jr, ROAD ------- WEEKS OR AS NEEDED TO PREVENT CHARRING OR COMBUSTION.
22"0 8M®/,q r0 10. �010'TOM 26"TP , --'� N77•0446 E _ %- #_�'-___ _---- HERTFORD COUPIfY H� --_.__ --------- _------
_ _ _ STOCKPILES SHALL BE TURNED A MINIMUM OF ONCE EVERY TWO
/ t3p - _--- - (j PUBLIC RAW) _ -- VERIFY ILLUSTRATEDKNOWN UNDERGROUND ELEMENTS.
/ 10"G 4,02 - ----_----- ----- _ --- �r - O(J_ UNDERGROUNDEXERCISE SELEMENTS.EFFORTS
NOTIFY THE ENGINEER IMMEDIATELY IF
199
30 TH _ - --- -- - ----- - -- - \ _ ----- -- T WOULD NECESSITATE
8"p - _ �'a� 24 3 KNOWN ELEMENTS ARE DISCOVERED THAT / _ _ _ _ _ - - - _ - - 3 - - - "' RCP - ° t7 - _ MODIFICATION TO THE PROPOSED DESIGN.
/ �- ---- -_ _ -- _ _- _-}--_-----
/ __\e9'TO E - �i~ _--- 197 --- --6 o�------z FE-S ,96_33• _ UN
FES 19 .0
®0198 6. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND
t99 (�S / gg' __ = _ - �\ p - -- ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, REPAIR
/ / ♦ /�I // 1 �S \ y,'TO _ _ 198 7 _-- - --- SIGff 4 SIGN m IMMEDIATELY AS DIRECTED BY THE ENGINEER.
� " � ' 1 - II (DO NO � �, i t (STOP) I I
EN TER) \ t 4 I I 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
) \ t \ y LOCAL, STATE AND OSHA REGULATIONS.
'9
INV=195.89' N81•4
CS =r95.65 _- _ _ TREE LEGEND DEMOLITION LEGEND
CS
N IF
9� HERTFORD COUNTY BOARD OF EDUCATION
D84161PG586
GTS/PIN# 5993-12-1608
ZONED— O(OFFICEIINSTI TU TIONAL)
XGRAPHIC SCALE
gyp/ y FES=795.67'
30
SIGN1g8 o is 3060 120
C'e
(.5 OP)
rn
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( IN FEET )
1 inch = 30 ft.
0--0cam— TREE PROTECTION FENCING, SEE DETAIL SHEET C8.02
0 EXISTING INDIVIDUAL TREE TO REMAIN.
®EXISTING INDIVIDUAL TREE TO BE REMOVED.
DISTURBED LIMITS
WETLAND NOTE
THERE ARE NO WMANDS LOCAIEW ON INS'SfIE
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Chandler Palmer Speight
engineers,p.a.
7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27526
Tel:[phone]
Fax:[phone]
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JA JOB#: 0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV I: 2-5-07
Construction Phase
EXISTING CONDITONS &
DEMOLITION PLAN
C2901
' 1 � it 1 �',' I, � i � t t •, I i' ttt ,,I I I ,t
z

BIKE PATH SHALL BE
FIELD STAKED TO AVOID
EXISTING TREES AND
APPROVED BY THE OWNER
PRIOR TO INSTALLATION
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(NOT TO SCALE)
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{
REFER TO ARCHITECTURAL PLANS
I C ' 3 SPACES /
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PICNIC SHELTER AND WALK 5' WALK
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GAZEBO, REFER TO /�, _ - /
ARCHITECTURAL PLANS B AB __t--v--- =1- -�--------'__ B F /
I /
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MICHAEL H BASNIGHT
OB4561PG705
PROPOSED 2—STORY BUILD/NO j �P PIN# 5993-23-1546
(8) 2-BEDROOM UNITS
�{y�000 L__, --- r__ i ZONED-C2(COMMERCIAL)
M T
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20
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N8644'19"W �81.88'
IRS
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(BY OTHERS)
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30' FRONT SETBACK
T 94.04,
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� CS N85�34'30"E�� 50.00"
1.71 IRF
,
\-------------------- ---------------------------
HIGH ROAD _ _
-----------------
L t N77•0414 E (sroP) -- HER7FORD COU _ _ — _ —
cs tih — (60' PUBLIC RIW) -- - — --_
�4.02'---------
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(DO NOT 61 �1 (STOP)
ENTER) 01i j
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CS /
N642/9i
CS
N/F
HERTFORD COUNTY BOARD OF EDUCATION
D8416/PG586
PIN# 5993-12-1608
/ ZONED—O(OFFICE/INSTITUTIONAL)
iUr
\ GRAPHIC SCALE
1/ 30 o ,s ,o 60 1:0
SIGN
p (STOP)
yIN FEET
u I inch = 30 ft.
GENERAL NOTES
1. ALL DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT AND FACE OF
BUILDING WALL, UNLESS OTHERWISE INDICATED.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
3. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE
CONTRACTOR.
4. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE INSTALLED IN
ACCORDANCE WITH THE LATEST MANUAL OF "UNIFORM TRAFFIC
CONTROL DEVICES."
5. ALL RADII ARE 5 FT UNLESS OTHERWISE SHOWN.
6. PARKING DIMENSIONS:
STANDARD PARKING SPACES:
9' WIDE x IS' DEEP MIN.
HANDICAP PARKING SPACES:
9' WIDE x 18' DEEP MIN.
VAN ACCESSIBLE AISLES:
9' WIDE x 18' DEEP MIN.
TRAVEL AISLES:
24' WIDE
7. ANY REQUIRED FIRE LANE STRIPING SHALL BE COORDINATED WITH
TOWN OF AHOSKIE OR HERTFORD COUNTY FIRE MARSHALL.
KEY NOTES
Q; ASPHALT PAVEMENT, SEE DETAIL SHEET C8.01
�B\ CONCRETE SIDEWALK, SEE DETAIL SHEET C8.01
(C ACCESSIBLE SIGNAGE, SEE DETAIL SHEET C8.01
(0 HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET C8.01
(E DUMPSTER ENCLOSURE, SEE DETAIL SHEET C8.01
(F PRE -CAST CONCRETE WHEEL STOP (1) EACH SPACE, SEE DETAIL
SHEET C8.01
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Chandler Palmer Speight
engineers,y.rx.
7621 Purfoy Road, Suite 201
Fuqua}'-Varina, NC 27526
Tel:[phone]
Fax:[phone]
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3 026466
N SEAL F
I
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, INC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JA JOB#: 0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV l: 2-5-07
Construction Phase
LAYOUT PLAN
CIO]

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(NOT TO SCALE)
/ 0 9"M 0 18"0 0 6"RB l 0 I 24"THO 0 I I 16 P \ 1114 8'M / /"
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ASPHALT PATH SHALL BE / 11"G
GRADED TO WORK WITH EXISTING / 0 /
GRADES TO MINIMIZE DAMAGE / 14P / \ / f-=� ----1_ - / / / /32"PO
TO EXISTING TREE ROOTS 10 22"p (')D14"P QJi 167P li"o�i'� \\ - - -- / 0
/ 7"H 017"P 0 / i6 P - _ _--
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/ 77H 'G6"RB 018"TG ��,(jj>� I I / �/ MICHAEL H BASNIGHT
8„G 0�7"G 14"P 0 P0'p �s"P 6"RB '.-`` �\ ,� // //, 7„G /G� �i O8456/PG705
e'P 018"o g7"M 0 12"0 0 i �' / FFE=19� r i / / /�P 9 PIN# 5993-23-1546
�28"TG 13"0 /ro ` ' / __y __ r__J 9"G // �� ZONED- C2(COMMERCIAL)
10"TRB FES �_�
1 V=196.00' 1---_____-1 I____-----� 0// / 26"POI�Q.yio--I
/ f0"G
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/// Spa 20"ro 26„� -197 , — _ -_ _ HERTFORD COUNTY HIGH ROAD PP WITH TBM - -- ---- - --
/ 011"TM - Nl - ---- RR SPIKE
- - - - PROJECT DATUM EL=199.34'
RCP" _ —(6� PUBLIC R�) -
/ -_ _- __ _- --- 198 - _ _� - 99 ----'- CONVERTED- -----TUM =57.01
/ 8,P _ _-�/ - _ _ _ _ _ ter'' -- - -- --- -----
-� FES ----- ----- --------- --\_\` 24" RCP CGS DATUM
_ _ -- --- FES-193.06 fit- __
INV=196.75' _-_ - -_ ---- - - 7 -----—_}-------- e FES-196.33'
ll(7 -
- _
FES
/ / ♦\ _� i/ 24�0/ _ INV=19640 _. - _�� 198 _ 197_--_
INV=195.89' i
fi95.65
GENERAL NOTES
1. TOTAL DISTURBED AREA = 3.0 ACRES.
2. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS
NEEDED TO MATCH FINISHED GRADES.
i 99
i'Y 3. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNER'S INDEPENDENT TESTING
LEGEND LABORATORY.
i
N/F 4. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF PAVEMENT,
HERTFORD COUNTY BOARD OF EDUCATION i EXISTING CONTOURS UNLESS OTHERWISE INDICATED.
D84161PG586 \- 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR
EDGE OF BUFFERS AND STREETSCAPES, THE CONTRACTOR
PIN# 5993-12-1608 FINAL CONTOURS
SHALL CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF
ZONED— O(OFFICE/INSTITUTIONAL) DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS.
PROPOSED GROUND/PAVEMENT ELEVA77ON 6. TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE
SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL
FES=195.67' _ _ _ _ _ =EXISTING STORM DRAIN PIPE SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY
GRAPHIC SCALE
�v IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR
i / l 98 �-� PROPOSED STORM DRAIN PIPE TO FINAL SITE INSPECTION FOR CERTIFICATE OF
u ao o is w eo Izo OCCUPANCY.
TREE PROTECTION FENCE SEE DETAIL SHEET C8.02 7. SITE IS NOT WITHIN 100 TEAR FLOOD PLAIN,
11 ( IN FEET) DISTURBED LIMITS
1 inch = 30 ft
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Chandlerf Palmer Speight
engineers,p.a.
7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27526
Tel:[phone]
Fax:[phone]
GAR�!�.,,
D kSEAL W-
026466
11
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JA JOB#: 0610
CPS JOB4: 06-020
DATE: 12-4-2006
REV 1: 2-5-07
Construction Phase
GRADING PLAN
C4601

� ✓ / A \ // � \ SITE
COUnt1ti`
OI.ROAD
SC HO n
IN e
/ i ♦ I / �� ♦ /� V AV — TROY STREET O
♦ ♦ �i— // �� A A > RALEICH STREET Z
/ ♦ • .. \ < C
199
I I— _bI/ISTSTRECT < a
FFE=199.50' vvv i DIVERrSION DITCH e F--�
VICINITY MAP
(NOT TO SCALE)
40
/ II r 1 I I ♦ I I /
1 / A L �1 /
-�q�\ 11�/ 1 SILT FENCE
(TYPICAL) /
1 1 /09
W
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/T I — — — — — — �_
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NIF
/ MICHAEL H BASNIGHT
/ OUTLET PROTECTION , g / / P
�' � I / / o'� / / DB456/PG705
FFE-19 �0 s9 / /tio / a PIN 5993-23-1546
CLASS B RIPRAP 1! / / , �� #
D50 = 8" -' _ _ i _ _ t _ _ j _ i ZONED—C2(COMMERCIAL)
LEGEND
9
i EASEMENT / STRAW W/TACKi. UC UTILITYt /
— ' TEMPORARY CONSTRUCTION ENTRANCE
20 200 /' SEE SHEET C8,02
5 1�
PVA
SILT
FENCE____
_
/
/
♦
%'
(TYPICAL
_
TEMPORARY
-
-..
CONST. ENTRANCE
OUTLET PROTECTION
i' i ✓
i'
'/
91 X 5'W X 18"T
CLASS B RIPRAP
D50 = 8"
OUTLET PROTECTION
i 199 / 199 199
IPUMP'STATION SITE
,,� -(BY OTHERS)
I
—�
I SILT FENCE
oc 30' FRONT SETBACK (TYPICAL)
/ / G
TEMPORARY FES _ �/ _ 6 — —
LET PROTECTION
197
198
--_.-
----_ HIGH ROAD ---------- ---
1 — HERTFORD COUNN - --- —
--
-- ---(80 PUBLIC --------------- -
]98 99
— '
GENERAL NOTES
i
N/F
1C31
91 X 10'W X 18"T
HERTFORD COUNTY BOARD OF EDUCATION
CLASS B RIPRAP
D50 = 8"
DB4161PG586
—
PIN# 5993 12-1608
ZONED— O(OFFICE/INSTITUTIONAL)
%h GRAPHIC SCALE
A� 1 g8 30 0 15 30 e0 120
I
I�I I
II� I� I
I
,
( IN FEET )
I inch = 30 fL
97 \ �a
199
\ O
\�
FFF \ III
i \ 0
9'9 d
CONSTRUCTION SEOUENCE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY OF THE APPROVED PLAN ON -SITE
AND POST APPROVAL PLACARD.
2. FLAG CONSTRUCTION LIMITS AND INSTALL TREE PROTECTION FENCE (OR COMBINATION SILT FENCE / TREE
PROTECTION FENCE). CALL FOR INSPECTION.
3. NOTIFY NCDENR - LAND QUALITY SECTION, NCDOT, AND OWNER REPRESENTATIVE AND CONDUCT
PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CLEARING OR ANY OTHER
CONSTRUCTION.
4. INSTALL GRAVEL CONSTRUCTION ENTRANCES, TEMPORARY SILT FENCES, SEDIMENT TRAPS, DIVERSIONS
AND OTHER MEASURES AS SHOWN ON DRAWINGS. CLEAR ONLY AS NECESSARY TO INSTALL AND
MAINTAIN THESE DEVICES.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
6, ROUGH GRADE SITE.
SLOPE & SURFACE STABILIZATION
7. INSPECT ALL MEASURES AND DEVICES WEEKLY AND AFTER ALL RAINFALL EVENTS. MAKE PROMPT REPAIRS
AS NEEDED.
8. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, TEMPORARY
DITCH AND SLOPE LINING, ETC. SEE SLOPE AND SURFACE STABILIZATION NOTES LISTED BELOW.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED; CALL FOR INSPECTION BY NCDENR.
10. WHEN SITE IS APPROVED BY NCDENR INSPECTOR; REMOVE SEDITMENT TRAPS, FINE GRADE AND
STABILIZE AREAS.
11. INSTALL OUTLET PROTECTION AT PIPE OUTLETS AS INDICATED ON PLAN.
12. ONCE REMAINING VEGETATION IS ESTABLISHED, CALL FOR A FINAL INSPECTION BY NCDENR INSPECTOR TO
OBTAIN A CERTIFICATE OF COMPLET70N AND REMOVE REMAINING PERIMETER MEASURES.
DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER OR OTHER SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION SHALL TEMPORARY STABILIZA7ON DURING THE ESTABLISHMENT OF
BE PROVIDED ON ALL DISTURBED AREAS WITHIN 21 CALENDAR DAYS VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER).
FOLLOWING A TEMPORARY OR PERMANENT STOPPAGE OF GRADING INSTALL MATTING PER MANUFACTURER'S INSTRUCTIONS.
WORK IN A SPECIFIC AREA.
FINAL PERMANENT GROUNDCOVER OR OTHER SURFACE STABILIZATION
SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED ON ALL
DISTURBED AREAS WITHIN 21 CALENDAR DAYS OR FOLLOWING
COMPLE77ON OF ALL CONSTRUCTION ON THE PROJECT.
I. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND
LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND OFF SITE.
Z THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED
BY LOCAL AUTHORITIES OR ENGINEER.
J. TOTAL DISTURBED AREA: 3.0 ACRES.
4. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE
FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY.
5. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY
FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION,
INTERIOR FLUSHING OF SYSTEM SHALL BE PERFORMED
AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE
DRAINAGE SYSTEM.
6. ALL STREETS IN FRONT OF PROJECT WIU BE KEPT CLEAN AT
ALL TIMES OR A WASH STATION WILL BE REQUIRED.
7. SEE SHEET CZ02 FOR SEEDING SCHEDULES.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
TO MAINTAIN ALL MEASURES AS DESIGNED.
2. REMOVE SEDIMENT FROM SEDIMENT TRAPS AND BASINS WHEN
STORAGE CAPACITY HAS BEEN APPROXIMATELY 509 FILLED.
CLEAN OR REPLACE GRAVEL FILTER WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
3. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO
MAINTAIN A BARRIER.
4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE -SEEDED AS
NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS
TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH.
5. MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF
CONSTRUCTION.
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Chandler Palmer Speight
lengineers,p.a.
7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27526
Tel:919-; 52-4845
Fax:[phone]
CA
n SEAL
m 026466
b
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JA JOB#:0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV 1: 2-5-07
Construction Phase
OL PLAN
C5eOl

SANITARY SEWER PLAN/PROFILE
STA 10+00 THRU 13+33.67
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II
195
II
_
EXISTING GRAE
II
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VC
190
---'
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-
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185
1 1
-1,'2"
IE
1
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- ® 0.517
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___
IE=194.0'
_
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-
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-
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--
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DATUM ELEV
II
DATUM ELEV
I
180.00
II
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Z
180.00
4 LF
4
PVC
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0'�
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i
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13.00
10+00 11.00 12,00
GRAPHIC SCALE
IE=194.0'
50 0
25 50 100 200
I
I
K D
I
67
I
I
I
( IN FEET)
E
1 inch = 50 ft.
I
I
J
\egCr,
\
r -- I
I I
J FFE=199.50' i
E
(B
I
I I
(I K D I K D
a
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IE=195.0' N I i IE=195.0'
L I-G
H
1-1 2
���JO c�i 10
J 2" pVG
0 45' BEND 1�1�
TYPICAL
"x6"�\, W 2"x2" 2"x1-1/2"
Z, pVG TEE REDUCER
K
H 2" IE=192.5'
rn
2" r
7-1 2"
LO
PVC H 1-1 2" MH //C
RIM=198.7'
IE=192.1' INV IN=191.3'
3+
INV OU+00 1'
-4 PVC o 37 LF 8S PVC36� 13+00 C
REDUCER7-7 2" (C) SS 101 LF-8" PVC SS
/ H 2 2" PVC (LW 1-1 2" PVC D U E=190.75'
2" G 2 E :* CL MH #B
TEE RIM I '
INV IN=1919 -+ 1 0.5'
I I
45' BEND � v I I � o INV OUT=190.3'
/ TYPICAL
--I---f-/-i----1-' .-� --i--1t--
I K CJ I K 0
IE=194.0' IE=194.0'
I �
L
E FFE=198.50'
"A TEE \ I
B - ------ Af
-
4" PVC
�
00 I--------'
to
pVc, W
�_ �S• i FES CONTRACTOR SHALL INSTALL o
�(� \ (FJ� _ W �Ppo INV=197.00' A KNOCK OUT IN WESTERN ± I PUMP STATION SITE /
�H
WALL OF MANHOLE FOR Ytn (BY OTHERS
FUTURE 8" EXTENSION I
F✓ 6"x6" TEE _
H
mMH A
/VY +� MANHOLE
RIM=196.9' � (BY THEIRS)
< 3p' FRONT SETBACK INV IN=185.7' 63 LF-B" PVC i0 00
rp ' INV OUT=183.. SS 72" SEWER (BY OTHERS)
- -
INV IN=183.4SS'
- -- W W IN -- W
WATEFZ WOTHERS) 6" WATERW(T 0 THER
6'X6" TEE AND VAL _--♦1----------------------------- -- -------- - FIRE HYDRANT
(By
/ (BY OTHERS) W -------------- HIGH ROAD ------ OTHERS)------
q -- ------ HER'fFORD COUNTY PP WITH TBM
/ RR SPIKE
PROJECT DATUM EL=199.34'
\ / I RCP
- - - _ (60' PUBL ; Raw) _
\a\\ ---�CONVER
TED NGS DATUM
M E =5701
------___
---------- --------- 62 FESRCPFES=193.06
INV=196.75' FES=196.33'
FES
INV=196.40' �
/ � m
111 ill I
W
INV=195.89' /
INV 195.65'�''� UTILITY NOTES
" N/F
HERTFORD COUNTY BOARD OF EDUCATION
DB41611PG586
GTS / PIN# 5993-12-1608
/ ZONED- O(OFFICE/INSTITUTIONAL)
FES=195.67' GRAPHIC SCALE
30 0 15 30 60 120
u
11i1 ( IN FEET )
u
1 u 1 inch = 30 ft.
1u
,U
1 1
FES '
I V=196.001
i
EASE ENT
Zo pUgU� N IL11Y W 45' BEND
TYPICAL
i
1.
INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 3-FT.
10.
FIRE HYDRANT BONNETS AND CAPS SHALL BE PAINTED WITH HIGHLY
INSTALL WATER SERVICES WITH NO LESS THAN 18-IN OF COVER TO
REFLECTIVE PAINT AS SPECIFIED BY HERTFORD COUNTY PUBLIC
SUBGRADE.
UTILITIES. THE HYDRANT BARREL SHALL BE PAINTED RED.
2.
THE CONTRACTOR SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL,
11
WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM
AND LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDI7IONS OR
3.
COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH
BARRIERS PREVENT A 10-FOOT SEPARATION, IN WHICH CASE THE
OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES
WATER MAIN SHOULD BE LAID IN A SEPARATE TRENCH WITH THE
INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY,
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18
TELEPHONE AND CAN
INCHES ABOVE THE TOP OF THE SEWER OR THE WATER MAIN
SHOULD BE LAID IN THE SAME TRENCH AS THE SEWER WITH THE
4.
THE CONTRACTOR SHALL COMPLY WITH THE APPROVED NCOOT
WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED
ENCROACHMENT AGREEMENT.
EARTH AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER
MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
5.
ALL CONSTRUC7ION METHODS SHALL COMPLY WITH ALL APPLICABLE
OSHA REQUIREMENTS.
12.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A
SEWER, THE WATER MAIN SHOULD BE LAID AT SUCH AN ELEVATION
6.
BACTERIOLOGICAL SAMPLE RESULTS OLDER THAN THIRTY (30) DAYS
0
THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES
FROM THE DATE OF THE PROJECT ACCEPTANCE WILL NOT
ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS
ACCEPTABLE AND BACTERIOLOGICAL TESTING MUST BE REPEATED.
BARRIERS PREVENT AN 78 INCH SEPARATION IN WHICH CASE BOTH
7.
CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO
THE WATER AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN
FACILITIES. COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY
STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
SHUT -DOWNS WITH THE COUNTY.
POINT OF CROSSING.
8.
FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT, 6" GATE VALVE
13.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER
AND BOX, 6" D.I.P., RESTRAINING RODS, THRUST BLOCKING, AND
A SEWER, BOTH THE WATFR MAIN AND THE SEWER SHALL BE
STONE. 774E MAIN LINE TEE IS NOT INCLUDED. SEE DETAIL ON
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
DETAIL SHEET.
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10
FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF
9.
THE WATER SYSTEM SHALL COMPLY WITH HERTFORD COUNTY
WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
STANDARDS.
BENCHMARK NOTE
SITE
OR o°RoA a
gCtlO
N1pH j
TROY STREET O
r,
a
RALEIGH STREET Z
561/1STSTREET
z
VICINITY MAP
(NOT TO SCALE)
CALL 48 HOURS BEFORE YOU DIG
1-800 632-4949
NORTH CAROLINA ONE -CALL CENTER
UTILITY LEGEND
EXISTING
PROPOSED
OVERHEAD
E
ELECTRICAL
UNDERGROUND ----UE-----
UE -
ELECTRICAL
GAS ----
G -----
G
SANITARY SEWER ----SS-----
SS
TELEPHONE ----
T -----
T
UNDERGROUND ----UT-----
UT
TELEPHONE
WATER ----
W-----
W
STAND PIPE SUPPLY----SP-----
SP
FIRE PROTECTION ----FP-----
FP
FORCE MAIN ----FM-----
FM
CHILLED WATER ----CW-----
CIN
FOUNDATION DRAIN----FD-----
FD
FIBER OPTIC----FO-----
FO
ROOF DRAIN----RD-----
RD
STORM DRAIN
LIGHT POLE
LP
UTILITY POLE
0PP
X
MANHOLE
OMH
•
CLEAN OUT
O CO
O
DROP INLET,CATCH BASIN
SDI, CB
FIRE HYDRANT
-6- FH
WV
WATER VALVE
0
..
ALL ELEVATIONS SHOWN ON THIS PROJECT ARE BASED ON AN ASSUMED
DATUM. SUBTRACT 142.33 TO CONVERT TO NCGS DATUM.
ACCESS EASEMENT NOTE
EY NOTES
FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET C8.03.
THRUST BLOCKING, TYP, SEE DETAIL SHEET C8.03.
4DIAMETER SANITARY SEWER MANHOLE, SEE DETAIL SHEET C8.04.
'� EXTEND SERVICE TO WITHIN 5'-0- OF BUILDING WALL. REFER
TO PLUMBING PLANS FOR EXACT LOCATION AND INVERT ELEVATION.
EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE
PROTECTION CONNECTION, SEE DETAIL SHEET C8.04.
F) PLUG AND CAP FOR FUTURE EXTENSION, SEE DETAIL SHEET CB.04.
G) SERVICE TAP. SEE DETAIL SHEET C8.03.
H) GATE VALVE AND VALVE BOX, SEE DETAIL SHEET C8.03.
i (4) 1" GANG METERS, SEE DETAIL SHEET C8.03. THE METER
ASSEMBLIES SHALL INCLUDE AMCO TOUCHREAD METERS.
CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS TO
REDUCE SERVICE SIZE BEFORE METER AS REQUIRED.
J) POST INDICATOR VALVE, SEE DETAIL SHEET C8.03.
CLEANOUT, SEE DETAIL SHEET C8.04.
L) FIRE DEPARTMENT CONNECTION, SEE DETAIL SHEET C8.04.
THE TOWN REQUESTS THAT PERMANENT ACCESS TO THE PARKING LOT AND
DRIVEWAY BE GRANTED AND RECORDED TO THE TOWN FOR ACCESS AND
MAINTENANCE OF THE PUBLIC WATER LINES. A NOTE TO THIS EFFECT SHALL
BE RECORDED ON 774E FINAL EASEMENT PLAT PRIOR TO C.O.
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7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27326
T'el:919-552-4845
Fax:[phone]
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HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JA JOB#: 0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV I: 12-29-2006
Construction Phase
UTILITY PLAN
C6901

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----------------------------------------
See seeding %2oro I 197.— ------------------ COUNTY HIGH ROAD -----------
schedule - - �cS' 011"nu 26>P f = ----- F{�TFORD
- _ -"-- (60' PUBLIC R/W) _
$ 8"p __-----------'--- _ .�-- -
'e:
PLANT LIST
KEY
CITY
PLANT NAME
SIZE
BM
8
BRACKEN MAGNOLIA
8' HT
MAGNOLIA GRANDIFLORA 'BR. BR. BTY.
25 GAL
CH
36
CARISSA HOLLY
15-18" SPR
ILEX CORNUTA 'CARISSA'
3 GAL
CJH
60
COMPACT JAPANESE HOLLY
18-24" HT
ILEX CRENATA 'COMPACTA'
3 GAL
CLL
59
CURLYLEAF UGUSTRUM
30" HT MIN
LIGUSTRUM RECURVIFOLIUM
7 GAL
CLL
30
CURLYLEAF UGUSTRUM
18-24" HT
UGUSTRUM RECURVIFODUM
3 GAL
EA
s
EMERALD ARBORVITAE
4-5 HT
THUJA OCCIDENTALIS 'EMERALD"
15 GAL
IH
26
INDIAN HAWTHORNE
15-18' SPR
RAPHIOLEPSIS INOICA
3 GAL
KOR
38
KNOCKOUT ROSE
18-24' HT
ROSA x 'KNOCKOUT
3 GAL
MCM
8
MUSKOGEE CRAPEMYRTLE - MULTISTEM
8' HT
LAGERSTROEMIA X MUSKOGEE
25 GAL
NO
5
NUTTALL OAK
2.5" CAL
QUERCUS NUTTALLI
10-12' HT
NPH
18
NEEDLEPOINT HOLLY
24-30" HT
ILEX CORNUTA 'NEEDLEPOINT
3 GAL
NPH
32
NEEDLEPOINT HOLLY
18-24" HT
ILEX CORNUTA 'NEEDLEPOINT'
3 GAL
NSH
18
NELLIE STEVENS HOLLY
8' HT
ILEX 'NEWE R. STEVENS'
25 GAL
OGM
6
OCTOBER GLORY MAPLE
2.5" CAL
ACER RUBRUM 'OCTOBER GLORY
12-14' HT
00
4
OVERCUP OAK
OUERCUS LYRATA
10-12''HT
RB
3
DORA HEAT RIVER BIRCH
8-10' HT
BETULA NIGRA 'BNMTF'
MULTISTEM
WM
50
WAX MYRTLE
30 HT MIN
MYRICA CERIFERA
7 GAL
4
WILLOW OAK
QUERCUS PHELLOS
10.12AHT
FuquaT Vanna, NC 27326
TeL[phone]
Fa.\:919 552 G9G2
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE. PLIEC
AND
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
N/F
/ HERTFORD COUNTY BOARD OF EDUCATION
DB4161PG586
PIN# 5993-12-1608
ZONED— O(OFFICE/INSTITUTIONAL)
"4 GRAPHIC SCALE
11� 30 0 15 30 60 120
III
In
/ N
I (IN FEET )
111
it 1 inch = 30 fL
AV
11651
Broomsedge
Andropogon virginicus
plugs
30" o/c
CA
32
1 Sweetpepper Bush
Clethra alnifolia
qts
5' o/c
HM
15
Marsh Hibiscus
Hibiscus moscheutos
1 gal
JE
220
Soft Rush
Juncus effusus
plugs
24" o/c
NIL
165
Spatterdock
Nuphar luteum
qts
30" o/c
PV
95
Switchgrass
Panicum virgatum
plugs
30" o/c
TD
1 3
1 Bald Cypress
Taxodium distichum
3 gal
1. QUANTITIES SHOWN ARE THE TOTAL QUANTITY
NEEDED TO PLANT ALL LOCATIONS OF THAT
.1, suns,,,
�'tH CAROB'',,,
COPYRIGHT BY
ES AR HITRESE TURF PLLC
PARTICULAR PLANT AT THE SPACING SHOWN ON THE
�o
�� DSC4p� yy'-.;
ALL
PLANT LIST.
,
2. REFER TO THE MANUAL "BEST MANAGEMENT
403
JAJOB4:0610
PRACTICES" PREPARED BY NC DEPT. OF
' ,�
CPS JOB#:06-020
ENVIRONMENT AND NATURAL RESOURCES (1999)
cP lV �.`
'-.�F mac`
DATE: 12-4-2006
REV ): 2-s-o7
FOR PLANTING PREPARATION, INSTALLATION AND
%,AHfly D. Q�P•p .�
MAINTENANCE OF PLANTINGS PROPOSED FOR THE
WET DETENTION BASIN.
Construction Phase
3. NURSERY SOURCES FOR WETLAND PLANTINGS ARE
STEPHEN PEASE
AS FOLLOWS:
MELLOW MARSH [phone]
LANDSCAPE ARCHITECTURAL SERVICES
LANDSCAPE PLAN
IN
CURE NURSERY [phone] 1609 Phelps west Road [phone]
ELKIIIallorth -Vanna �% • 0
North Carolina 27520 twnpcasc(u-carthlink.nct /

TEMPORARY SEEDING SCHEDULE
DAM
_PE
PLANTING RATE
AUG 15—NOV 1
TALL FESCUE
300 LBS/ACRE
NOV 1 —MAR 1
TALL FESCUE
300 LBS/ACRE
& ABRUZZI RYE
25 LBS/ACRE
MAR 1 —APR 15
TALL FESCUE
300 LBS/ACRE
APR 15—JUN 30
HULLED COMMON BERMUDAGRASS
25 LEIS/ACRE
JUL 1 —AUG 15
TALL FESCUE ANQ
120 LBS/ACRE
***BROWNTOP MILLET
35 LBS/ACRE
***DR SORGHUM—SUDAN HYBRIDS
30 LBS/ACRE
MAR 1 —JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
&
(MAR 1 —APR 15) AM TALL FESCUE 120 LBS/ACRE
(MAR 1 —JUN 30) QH AM HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
***TALL FESCUE AM 120 LBS/ACRE
***BROWNTOP MILLET 35 LBS/ACRE
***DE SORGHUM—SUDAN HYBRIDS 30 LBS/ACRE
SEP 1 —MAR 1 SERICEA LESPEDEZA (UNHULLED—UNSCARIFIED) 70 LBS/ACRE
AND TALL FESCUE 120 LBS/ACRE
(NOV 1 —MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY — RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANANT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
PERMANENT -SEEDING SCHEDULE
SHOULDERS OPEN AREAS SLOPES (MAX III
DATE
=EE
PLANTING RATE
AUG 15 — OCT 1
HYB FESCUE (90%) IMPROVED BLUEGRASS (10%)
7 LBS/1000 SF
OCT 15 — FEB 15
ANNUAL RYE
2 LBS/f000 SF
?
mgiii mLNG SCHEDULE
DAM
SLOPES GREATER THAN 3:1
jypE
PLANTING RATE
MAR 1 — JUN 30
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
JUL 1 — AUG 15
TALL FESCUE
120 LBS/ACRE
AND BROWNTOP MILLET
35 LBS/ACRE
SEP 1 — MAR 1
SERICEA LESPEDEZA (UNHULLED—UNSCARIFIED)
70 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
FERTILIZATION SCHEDULE
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM,
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 607.
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY.- AGRICULTURAL LIMESTONE — 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER — 1,000 LBS./ACRE — 10-10-10
SUPERPHOSPHATE — 500 LBS./ACRE — 207
MULCH — 2 TONS/ACRE — SMALL GRAIN STRAW
ANCHOR — ASPHALT EMULSION ® 300 GALS./ACRE
GENERAL NOTES:
1. CONTACT ALL UTILITY COMPANIES TO LOCATE UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION IF LOCATION IS IN QUESTION.
2. COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST
EDITION OF "AMERICAN STANDARDS FOR NURSERY STOCK."
3. ROOT BALLS SHALL COMPLY WITH A.A.N. STANDARDS, ONLY
NATURAL FIBER BURLAP WILL BE ACCEPTABLE FOR WRAPPING.
4. ROOTS OF CONTAINER —GROWN STOCK MUST BE SO ESTABLISHED
AS TO HOLD SOIL FIRMLY, BUT NOT BE POT—BOUND.
5. PRUNE PLANTS IN ACCORDANCE WITH STANDARDS OF THE
NATIONAL ARBORISTS ASSOCIATION.
6. ALL DISTURBED AREAS SHALL BE STABILIZED K17H MULCH OR
VEGETATIVE COVER.
7. NO PLANTS MAY BE SUBSTITUTED WITHOUT WRITTEN CONSENT OF
OWNER OR LANDSCAPE ARCHITECT.
8. POORLY DRAINED AREAS MUST BE REPORTED TO THE OWNER OR
LANDSCAPE ARCHITECT. PLANTING IN SUCH AREAS MUST STOP UNTIL
IMPROVEMENTS CAN BE DETERMINED. ADDITIONAL COSTS OF
IMPROVEMENTS WILL BE THE RESPONSIBILITY OF THE SITE WORK
CONTRACTOR.
9. TREES WITH WEAK OR INAPPROPRIATE STRUCTURE, SUCH AS
V—CROTCH INSTEAD OF A STRONG LEADER, ARE NOT ACCEPTABLE.
10. TYPICAL PLANTING BACKFILL MIX SHALL CONSIST OF 1 PART
COMPOSTED PINE BARK TO 6 PARTS EXISTING SOIL. FERTILIZE WITH
"AGRIFORM" 20-15-5 FORMULATION OR EQUAL, AT MANUFACTURER'S
RATE.
11. PLANTING BACKFILL FOR ERICACEOUS PLANTS (AZALEAS ETC.)
SHALL CONSIST OF 1 PART COMPOSTED PINE BARK AND 2 PARTS
EXISTING SOIL WITH "AGRIFORM" 20-15-5 FORMULATION OR EQUAL,
AT MANUFACTURER'S RATE.
12. STAKING AND GUYING SHALL REMAIN IN PLACE FOR ONE
GROWING SEASON, AFTER WHICH THEY WILL BE REMOVED BY THE
OWNER OR THE OWNER'S REPRESENTATIVE.
13. ALL PLANTINGS SHALL BE WARRAN77ED FOR A PERIOD OF ONE
YEAR FROM THE TIME OF FINAL ACCEPTANCE.
14. PLANTING PLANS SHALL GOVERN QUANTITIES. ANY DISCREPANCIES
OR OMISSIONS IN THE PLANT LIST SHOULD BE REPORTED TO THE
OWNER OR THE LANDSCAPE ARCHITECT.
FERTILIZER — 16-4-0 AT 20 LBS/1000 SF
LIME — DOLOMITE AT 90 LBS/1000 SF 15. PLANT BEDS FOR ANNUALS SHALL BE PREPARED TO A MINIMUM
SUPERPHOSPHATE — 0-20-0 AT 12 LBS/1000 SF
DEPTH OF 8" WITH THE SAME BACKFILL AS SPECIFIED FOR
ERICACEOUS PLANTS. ANNUALS MAY BE PLANTED BY OTHERS AS
AGREED.
DO NOT WRAP TRUNK.
MARK THE NORTH SIDE OF
THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH
IN THE FIELD.
TRUNK FLARE AND TOP OF R001
BALL SHOULD BE AT GRADE IN
WELL DRAINED SOIL, UP TO 4
INCHES (10 CM) ABOVE GRADE
IN POORLY DRAINED SOILS.
WIDTH OF PLANTING HOLE IS 3
TIMES ROOT BALL DIAMETER IN
HIGHLY COMPACTED OR CLAY
SOIL, 2 TIMES MINIMUM IN
ALL OTHERS.
DIG WIDE PLANTING HOLE WITH
TAPERED SIDES.
CUT BURLAP, ROPE, WIRE BASKE
AWAY FROM TOP AND SIDES OF
ROOT BALL.
SET BALL ON UNDISTURBED SOIL
MOUND TO PREVENT SETTLING.
ROOT BALL WIDTH IN CLAY
IF PLANTING HOLES ARE DUG WITH SOILS
A LARGER AUGER, BREAKING DOWN
THE SIDE WITH A SHOVEL CAN
ELIMINATE GLAZING AND CREATE
THE PREFERRED SLOPING SIDE.
SEEDING SCHEDULES
NOT TO SCALE
AVOID PURCHASING TREES WITH TWO LEADERS
OR REMOVE ONE AT PLANTING. OTHERWISE, DO
NOT PRUNE TREE AT PLANTING EXCEPT FOR
SPECIFIC STRUCTURAL CORRECTIONS.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT.
3" (5 CM) PINE STRAW MULCH. DO NOT
PLACE MULCH IN CONTACT WITH TRUNK.
4" (10 CM) RAISED RING OF SOIL TO
DIRECT WATER INTO ROOT BALL,
ESPECIALLY IMPORTANT IF TOP OF ROOT
BALL IS RAISED ABOVE GRADE.
BEFORE PLANTING, ADD 3-4" (7-10 CM)
OF WELL —COMPOSTED LEAVES, RECYCLED
YARD WASTE OR OTHER COMPOST AND TILL
INTO TOP 6" (15 CM) OF PREPARED
SOIL. ADD COMPOST AT 20-35X BY VOLUME
TO BACKFILL.
EXTEND STAKES INTO UNDISTURBED SOIL.
4-6" (10-15 CM) DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE AS NEEDED
WITH POOR DRAINAGE.
PACK BACKFILL SOIL AROUND BASE OF ROOT
BALL TO STABILIZE. ALLOW REST OF BACKFILL
TO SETTLE NATURALLY OR TAMP LIGHTLY.
WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL
LIKELY SHARE ROOT SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6-
(10-15 CM) OVER THE ENTIRE AREA.
FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL
ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART
ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER.
DURING THE DESIGN PHASE, CONFIRM THAT WATER DRAINS OUT OF THE SOIL, USE
LOWERED PLANTING HOLE DEPTH AND DESIGN ALTERNATIVE DRAINAGE SYSTEM AS
REQUIRED.
THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL
TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT
THE FOLLOWING TWO SUMMERS.
THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES
TYPICAL TREE PLANTING
NOT TO SCALE
3" PINE STRAW
MULCH
4" EARTH
SAUCER —
DRAINAGE
GRADE
NOTE
PLANT PITS ONLY FOR
SINGLE PLANTS. FOR
OTHER PLANTING PREPARE
THE ENTIRE BED AREA, OR
TRENCH FOR HEDGES
16. ALL PLANTINGS SHALL MEET THE MINIMUM REQUIREMENTS OF
THE GOVERNING JURISDICTION.
BALL + 12"
TYPICAL SHRUB PLANTING
NOT TO SCALE
TOP OF ROOT BALL AT
FINISH GRADE. REMOVE
BURLAP AND TWINE FROM
TOP 113 OF ROOT BALL.
SOIL BACKFILL MIXTURE
1 PART GROUND PINE
BARK TO 6 PARTS SITE SOIL
MAKE HOLE 12" WIDER ON
ALL SIDES THAN ROOT
BALL DIAMETER
9 �
403
m
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STEPHEN PEASE
LANDSCAPE ARCHITECTURAL SERVICES
1009 Phelps West Road
Fuquay - Varina
North Carolina 275M
[phone]
twopcasc(tLcarthlink.nct
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Chandler Palmcr Speight
engineers,p.o.
7621 Purfoy Road, Suite 201
Puquay-Varina, NC 27526
Tel:[phone]
Pax:919-552-6962
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JA JOB#: 0610
CPS JOB#: 06-020
DATE:12-4-2006
REV l: 2-5-07
Construction Phase
LANDSCAPE DETAILS
C7002

SLAB REINFORCING
6" CONCRETE PAVEMENT SLAB
MIN L
a °a
d
0
a
}
a
a a i
AGGREGATE BASE
COURSE (ABC)
12" 6 1
COMPACTED SUBGRADE
TYPICAL THICKENED EDGE
NTS
CONCRETE PAVEMENT DIMENSION HEAVY
CONC SLAB THICKNESS, dC = 6"
ABC THICKNESS, dB = 6"
REINFORCEMENT = 6x6—W2.9xW2.9
OR FIBER (SEE SPECS)
V-0
0
2'
SHOULDER
1/4"
GROOVE JOINT W/ 1/8"
d 014-1 ~ RADII & JOINT SEALER
TYPICAL CONTROL JOINT
NIS
REINFORCING SHALL 1/4"
JNOTOIN PASS THRU I ` GROOVE JOINT W/ 1/8"
do/4 1 FRADII & JOINT SEALER
°
v
I a I
5/8" DIA x 16" LG. SMOOTH SLIP DOWEL BARS
AT 18" O.C., GREASED BOTH SIDES.
TYPICAL CONSTRUCTION JOINT
NTS
�{ 1/2"
1/8 rR DII AND
IAI.
JOINT FILLER
TYPICAL EXPANSION JOINT
NTS
NOTES:
1. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH
OF 4000 PSI (ASTM C39).
2. CONTRACTION JOINTS SHALL BE SPACED AT 15 FT O.C.E.W. MAX.
OR AS INDICATED ON THE PLAN.
3. EXPANSION JOINTS SHALL BE SPACED AT 50 FT O.C.E. W MAX.
OR AS INDICATED ON THE PLAN AND WHERE CONCRETE PAVEMENT
ABUTS ANY RIGID OBJECT.
CONCRETE PAVEMENT
NOT TO SCALE
0 •,Q Q" -
PAINTED STEEL B4OLLARBS
BRI& I AS6NRY VENEER•
.TO MATCH' BUILD GS
8 CMu WALL;. PAINTED ..
WALL .SEGTION - ` 6" CONCRCW, - •.
• - . ' - .SLAB•. -
J.
C. J. -
.26 ,
.` • ,8".CONC TE SLAB• • '
DUMPSTER PLAN AND SECTION
NOT TO SCALE
fm
2% CROSS SLOPE
ASPHALT OR MULCH WALKING TRAIL
ASPHALT TRAIL SECTION
2-IN 1-2 SURFACE
4-IN ABC
FILTER FABRIC
COMPACTED SUBGRADE
2'
SHOULDER
MULCH TRAIL C77ON
NOTE:
COMPACT SUBGRADE TO 95% STANDARD
PROCTOR DENSITY.
TRAIL SECTIONS
FILL TOP CMU COURSE
W/ GROUT AND SLOPE
TO BRICK SOLDIER COURSE.
CONCRETE FOOTING-J
W/ 2 #4 REBAR
WALL SECTION
FINE GRADE, SEED
AND MULCH ALL
DISTURBED AREAS
6-IN MULCH (MIN)
COMPACTED SUBGRADE
ASPHALT
PAVEMENT
TYPE S-9.58
2-IN
SURFACE COURSE
TYPE S-9.56
_
BINDER COURSE
AGGREGATE
8-IN
BASE COURSE
COMPACTED
SUBGRADE
NOTES:
1. SEE SPECIFICATIONS FOR PROOFROLLING,
COMPACTION & TESTING REQUIREMENTS.
2. DETAIL IS FOR ON -SITE PAVING OPERATIONS ONLY.
3. THE CONTRACTOR MAY CHOOSE TO INSTALL
INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE
THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST.
THE CONTRACTOR IS REPONSIBLE FOR DETERMINING
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE
PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION
TO FACILITATE INTERMEDIATE PAVING SHALL BE
PROVIDED AT NO ADDITIONAL COST.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED
BASE COURSE AND/OR INTERMEDIATE PAVING
PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS
AT NO ADDITIONAL COST.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING PAVEMENT DURING ALL PHASES
OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL
BE FREE OF ALL DEFECTS OR DAMAGE.
TYPICAL ASPHALT PAVEMENT SECTIONS
NOT TO SCALE
CONCRETE PAVING
ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN
ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, NCSBC AND ADA SPECIFICATIONS
AND REQUIREMENTS.
R7-BA
BOTTOM OF SIGN
R7-8 OR R7-8A
ROUND OFF TOP OF
CONCRETE FILL
16" O.D. SCHEDULE 40
STEEL PIPE
FILL WITH CONCRETE
—COLOR: TO BE SELECTED
BY ARCHITECT.
ANCHOR PIPE IN
CONCRETE FOOTING
(3000 PSI)
N
I-11 I —III � III-111 �
R7-8D VAN ACCESSIBLE
NOTE: MAXIMUM PENALTY
SHALL BE PER LATEST
FINE AMOUNT AS SPECIFIED
BY LOCAL AUTHORITIES.
"VAN ACCESSIBLE"
SIGN
-�— SIGN R7-8 OR
R7-8A
— �— SIGN R7-80
6
m
GALV STL. POST
.- FINISHED GRADE
3' DEEP GONG
FOOTING
ACCESSIBLE PARKING SIGNAGE
NOT TO SCALE
STEEL BOLLARD
NOT TO SCALE
SEE STAKING PLAN FOR LIMITS
GENERAL NOTES:
1. CONTRACTOR SHALL CLEAR FOREST UNDER STORY AND BRUSH FOR A DISTANCE
OF 20' ON EITHER SIDE OF THE TRAIL. TREES SHALL BE LIMBED UP TO A
VERTICAL DISTANCE OF 12' FROM THE FOREST FLOOR IN THE 40' WIDE ZONE.
BRANCHES SHALL BE CUT ABOVE AND PARALLEL TO THE BRANCH COLLAR
WITH STANDARD TREE PRUNING EQUIPMENT USING 3—STEP METHOD TO REMOVE
WEIGHT OF BRANCH PRIOR TO FINAL CUT.
2. CONTRACTOR SHALL USE WOOD CHIPPER TO DISPOSE OF LANDSCAPE CLEARING
DEBRIS. WOOD CHIPS SHALL BE BLOWN INTO WOODS ADJACENT TO THE TRAIL.
CONTRACTOR SHALL USE ALL PRACTICAL MEANS TO REDUCE AMOUNT OF WASTE
SENT FROM THE JOB SITE TO THE LANDFILL.
3. IN AREAS WHERE THE TRAIL IS ROUTED ADJACENT TO THE WOODS' EDGE,
UNDER STORY CLEARING SHALL EXTEND 20' INTO WOODS.
VEGETATIVE CLEARING DETAIL
3 4" HOLE
OPEN OR BLIND
rJ-
I /— PRECAST CONCRETE WHEEL STOP
5" JIB
1 l2 7/16" �-PAVING
P7314" X 24" GALVANIZED
STEEL ANCHOR RODS
SECTION VIEW
PARKING SPA
PAINT STRIPING
I� 2,-6„.
0
0
I
o PARKING
SPACE
0
8 3/4"—_I Imo_
90'PARKING SPACE PLAN VIEW
PRE -CAST CONCRETE WHEELSTOP
NOT TO SCALE
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Chandler Palmer Speight
engineersp.a.
7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27526
Tel:[phone]
Fax:[phone]
SEAL
3 026466
0
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JA JOBM: 0610
CPS JI M: 06-020
DATE: 12-4-2006
REV l:
Construction Phase
SITE/CIVIL DETAILS
ASPHALT / MULCH WALKING TRAIL
NOT TO SCALE
C8*01

VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10 GA.
LINE WIRES
NOTES:
7. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
MIN. 12-112 MEDIATE GA.
INTERMEDIAT3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL
WIRES MAINTAIN AS NECESSARY.
GRADE 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED.
6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FRONT VIEW
NOTE:
USE SILT FENCE ONLY WHEN EXISTING
DRAINAGE AREA DOES NOT ROADWAY
STEEL POST EXCEED 114 ACRE AND
WOVEN WIRE NEVER IN AREAS OF
FABRIC CONCENTRATED FLOW.
2 SILT FENCE FABRIC
o FILL SLOPE
I _
� 2
N GRADE
EXISTING
,�xx// ROADWAY
/ 6" MIN. COVER
* FOR REPAIR OF SILT y/ VAj , \` OVER SKIRT '
FENCE FAILURES, USE o // //
No. 57 WASHED STONE. 6
FOR ANCHOR WHEN SILT / ANCHOR SKIRT AS MIN. j*//
DIRECTED BY ENGINEER '
FENCE IS PROTECTING
CATCH BASIN.
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
NOT TO SCALE
L
A A
1 o�opO0000 0° 0000
00°O 0 ° 0
0o O O O O O ° O tt
0 0 00 ° o Oo 3
O O 00
O 0° 0
OOo O O 0000000
0 0 0 000 0 0 0 °00 O
O O 00 0
00o O oOo OCQ00
PLAN
(OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL)
L
g
o ° o00 0
B
o �
~J
W2
°000O°o °00
°OOOo 0 O
O °
00° Op° 00 O ° p0
Q
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+
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o
°0 0 0 p 0 0 0
O
ap
ol-
o po°
O0 op o°Ooo°o
TYPE STONE
SECTION A -A
SECTION B-B
(AMOCi
OR EQ
FILTER
TYPE STONE
FILTER BLANKET
(AMOCO 2006
OR EQUIVALENT)
1 NOTES:
PLAN 1, TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE
(OUTLET TO WELL DEFINED CHANNEL) FLUSH WITH NATURAL GRADE OF THE RECEIVING CHANNEL.
2. VEGETATE ALL DISTURBED AREAS WITH VEGETATION
IMMEDIATELY AFTER INSTALLATION.
3. SEE EROSION CONTROL PLAN FOR DIMENSIONS.
PERMANENT OUTLET PROTECTION
NOT TO SCALE
50' MIN.
cl
25' OR WIDTH OF
° PROPOSED STREET
° NCDOT #57 ° OR DRIVEWAY,
WASHED STONE ° WHICHEVER IS
GREA TER.
35" MIN.
6" MIN,
PLAN
CROSS SECTION
I" NEW CONSTRUCTION
15' MIN. —�F
`o°o i. i�2" MIN.
CONSTRUCTION ENTRANCE
NOT TO SCALE
e
497 WASHED STONE
PLAN
TOP OF STONE
STORM DRAIN 213 OF PIPE DIAMETER
INLET \
#57 WASHED STONE
SECTION A -A
STEEL POST
WOVEN WIRE
FABRIC
WARNING SIGN
ORANGE UV RESISTANT
HIGH -TENSILE STRENGTH
3 POLY BARRICADE
FABRIC (TYP) MIN. 10 GA.
Z LINE WIRES
N GRADE
� 6'" MIN. COVER
OVER SKIRT '
ANCHOR SKIRT AS
DIRECTED BY ENGINEER '
SIDE VIEW
8" MAX.
F---VARIABLE AS DIRECTED BY THE ENGINEER
i WARNING SIGN
rKUN I VILW
MIN. 12-112 GA.
INTERMEDIATE
WIRES
GRADE
40"
2" LETTERS(TYP)
NOTES: TREE PROTECTION AREA
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. DO NOT ENTER
ZONA DE PROTECSION N
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. PARA ARBOLES - NO ENTRE
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. —
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS
THAN ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
8. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50ON CENTER THEREAFTER.
STANDARD TEMP
TILT FENCE WITH
STEEL POSTS
'SEE DETAIL SHT ABOVE)
NOTE:
1. INSTALL SILT FENCE AS INDICATED IN STANDARD TEMPORARY SILT FENCE DETAIL.
TEMPORARY PIPE INLET PROTECTION
NOT TO SCALE
FOR TREE PROTECTION ONLY
TREE PROTECTION FENCE
NOT TO SCALE
WARNING SIGN DETAIL
MIN.
i rr�t,n�
CONSTRUCTION SPECIFICATIONS
I. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS,
AND OTHER OBJECTIONABLE MATERIALS.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS
ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT
THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS
IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
TEMPORARY DIVERSION DITCH
NOT TO SCALE
U OD
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Chandler Palmer Spcight
engineersp.a.
7621 Put Road, Suite 201
Fuquay-Varina, NC 27526
Tel:[phone]
Fas:919-552-6962
p`�� R0z 00
- Qp-S5SS104 '1'y
SL <
:g SEAL
026466 �
01
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JAJOB#:0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV 1: 2-5-07
Construction Phase
SITE/CIVIL DETAILS
C8902

METER BOX FOR
5/8" & 3/4" SERVICE
WATER MET
METE
STOF
--TO WATERI
CORPORATION STOP
AS SPECIFIED FOR
NEW SERVICE
NEW
WATER
MAIN
SERVICE SADDLE
PROVIDE CTS
FITTING ON
SUPPLY SIDE
NEW 3/4" SERVICE
PIPE
x WATER SERVICE ASSEMBLY
X - NOT TO SCALE - --
AX 6"
DOUBLE
CHECK
VALVE
PROVIDE IPS
FITTING ON
HOUSE SIDE
2 RINGS NOTE
OF *3 REINF
BAR AS SHOWN CHARLOTTE BOX & EXTENSION.
IF EXTENSION IS REQUIRED USE
CHARLOTTE UTL 281.
A MINIMUM 3000 PSI
I " I CONCRETE PAD
14" DIA. -:�>�
23" DIA.
- z
PLAN
FINISHED
GRADE 0�a„ SAND FILL VALVE BOX M
Ir--yl CHARLOTTE
UTL 274
VALVE BOX
27" DIAMETER
SECTION A -A
ii
V-2" x V-2" CONCRETE PAD TO BE
POURED SO THAT NO FITTINGS OR
FLANGES ARE COVERED. THIS WILL
APPLY TO ALL VALVES AT ALL
LOCATIONS.
2 TYPICAL VALVE BOX DETAIL
15 NOT TO SCALE
FINISH GRADF-\
-0" MIN.
1 — �11A — REINFORCING
% 4 *5 U BARS
i 4 *4 CROSS BARS
\� .N -I- I-
���Y' i i � �� MAX. ANGLE 30°
J-1 -
Y 1 SIZE OF CONCRETE BLOCK OR CUBC
FEET OF CONCRETE
� TOTAL RADIAL THRI;S? - T
WEIGI-:T, C.F. OF CONCRETE 150
f
1'-0' MIN.
1 l
81
SECTION "C-C"
SECTION —TYPICAL ANCHOR BLOCK FOR VERTICAL
PIPE BENDS UPWARD THRUST
210IM 0467111112
ALTERNATE HYDRANT LEG POSITIONS FOR MAINS LARGER THAN 20":
X" x 6" WELDED
OUTLET LOCATION
X" x 6" WELDED r--y— 1'-0" TYP. UNLESS
OUTLET LOCATION I SHOWN OTHERWISE
POIAT LOW POINTS AT HIGH ITS I ON DRAWING
21g" HOSE
HYDRANT TO BE PLACED WITH o I NOZZLE
4 1/2" PUMPER NOZZLE FACING ROAD 2 a I (TYP. OF 2)
VALVE PROTECTOR RING HYDRANT TO BE
C.I. VALVE BOX . u' PAINTED TWO COATS
AFTER INSTALLATION.
(F GV MJxMJ -
44" BRIDLE ROD FLGxMJ W/ w
AND COLLAR HYD TEE) Z w
0
(TYP. OF 2) io Z �4' BRIDLE ROD AND
MJ TEE OR w COLLAR (TYP. OF 2)
HYDRANT TEE 11_p� N
NOT LESS THAN 8
NEW WATER MAIN CU.FT. #57 CRUSHED
6"DIP "` CONCRETE STONE (AROUND
THRUST WEEP HOLES)
BLOCKING113 CONCRETE THRUST
300 Cy I➢ 1'-3" x V-3" THK. BLOCKING 1/3 C.Y.
3000 PSI CONCRETE SLAB
iol AT 3000 PSI.
NOTES•
1. POUR CONCRETE SLAB SO THAT NO FITTING OR FLANGES ARE COVERED. SLAB MAY BE
OMITTED IF VALVE IS WELL BEDDED ON 6" MIN #57 OR #67 STONE.
2. THRUST BLOCKING SHALL BE IN ACCORDANCE WITH STANDARD DETAIL.
3. CONCRETE BLOCKING TO BE 2" FROM HYDRANT WEEP HOLES.
4. HYDRANT STANDPIPE TO BE EXTENDED AS NECESSARY TO SUIT FIN GROUND ELEVATION.
5. AT LOCATIONS INDICATED ON PLANS FOR MAINS LARGER THAN 20", USE ALTERNATE
HYDRANT LEG POSITION AS SHOWN ABOVE WITH WELDED OUTLETS IN LIEU OF TEES.
FIRE HYDRANT ASSEMBLY
15 NOT TO SCALE
DUAL CHECK VALVE—
BACKFLOW PRE-
VENTION DEVICE
CURB AND
GUTTER
TOP OF METER
NEEDS TO
BE W THIN 6" OF
SURFACE METER
AND EAR OF
LID BOX
ROADWAY
'
LOCKABLry M
METER
}
VALVE
VALVE
BOX
3" -67 Ua(
2E
STONE
o COOPRPORATION!
n ST
COPPER PIPE . �.
(TYPE K SOFT)@j0\�D�y��ja�pER 1
(SIZE AS INDICATED 3" BRASS NIPPLE
ON SITE PLAN) (OUTLET SIZE) V x 12" COPPER
SET BOX ON SETTER METER
WATER MAIN CONCRETE BLOCKS YOKE UNDISTURBED
IL
NOTE: ELEVATION VIEW WATER METER ;
MAINTAIN INLET DIA
TO TEE BRANCH OR END
ELBOW. THE BRANCH AND
ELBOWS SHALL BE SAME BACK OF O SERVIC
DIA. AS SERVICE LINE. CURB AND GUTTER LINE
12" BRASS 12" - 15"
NIPPLE (TYP:) BETWEEN BOXES (MAX.)
BRASS TEE
SERVICE (INLET DIA x INLET DIA.)
SADDLE CURB STOP W/ O SERVICE
VALVE BOX LINE
=
r6" BRASS
COPPER PIPE
CROADWAY� (TYPE K SOFT)
/ NIPPLES (TYP.)
INLET 6" BRASS.
_ J NIPPLE
SERVIC
BRASS ELBOW (TYP.
LINE
-WATER MAIN 3" BRASS NIPPLE (TYP.)
PLAN VIEW
WATER METER
GANG METER
ASSEMBLY
NOT TO SCALE
SQ. FT. BEARING AREA
FITTING
4" PIPE
6" PIPE
8" PIPE
12" PIPE
90° BEND
1
3
5.5
40.8
D.E. OR T-E
1
2.5
3-8
31.5
45° OR LESS
1
2
3
22.1
EXCAVATE AS NEARLY VERTICAL AS POSSIBLE
PROVIDE 4 MIL POLYETHYLENE
AROUND PIPE TO PREVENT
CONC.FROM BONDING TO PIPE.
"-6"GRI_AILR TII.AN OU -
SIDE DIAMETER OF PIPE i
AT TOP OF PIPE
T
MIN.BEARIN:. AREA OF UN- 4"MIN.-
DISTURBED EARTH REQUIRED
TO HOLD SINE IN PLACE
FOR FT-ING AS JSIED
IN CHART.
FINISHED
GRADE
FIN'SH GRADE -..
i
I
CPIPE &
cc+Nc.
4 "MI\
1-6„
SECTION
"A -A"
CONC.TIRUST BLOCK
CON"'. 1-0 BE POURED
AGA'NS- :FIRM
UNDISTURBED EARTH
2000 P.S.I.CONCRETE
THRUST BLOCK FOR HORIZONTAL PIPE BENDS
NOT TO SCALE
*67 STONE
WHEN ROCK
OR WATER IS
ENCOUNTERED
UNDISTURBED SOIL
NOTES:
1. Trenches requiring shoring and bracing, dimensions shall be
taken from the Inside face of the shoring and bracing.
2. No rocks or boulders 4" or
larger to be used in backfill.
3. All backfill material shall be
suitable native material.
4. Backfill shall be tamped in 6"
lifts.
5. Achieve 95X compaction in
backfill.
MINIMUM SIDE
CLEARANCE
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
NOT TO SCALE
UNDISTURBED
SOIL
I 'll II �Ir=Jll lil �11-.
III I I III III
ANCHOR RING
TRENCH WALL
CONCRETE THRUST
COLLAR (3000 P.S.I.)
D.I.P
MAIN
UNDISTURBED
SOIL
PLAN
NOTES:
6" TO 16" M
20" TO 36"
BARS PLACE
-_NCH WALL
AMPED BACKFIL
D
TYPE
SECTION ANCHOR RING
a
AINS-12-NO.7 BARS a
MAINS-12-NO.8 BARS
AS SHOWN REINFORCING
SCHEDULE
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR RING
RING REQUIRED
A
B
C
6" - 12"
V-0"
1'-0"
2"
ONE
6"
1'-4"
11_O..
2"
ONE
20"
1'-4"
1'-0"
3"
ONE
24"
1' 4"
1' 0"
3"
TWO
30°
T-4„
T-2„
4"
TWO
36"
T_4„
1'-411
4"
TWO
OL
S
LATION
TAMPER SWITCH
---
=JJID TIGHT
FLEX CONDUI
WEATHERPROOF
JUNCTION B
1" CONDU
VAT.
CONCRETE SUPPORT
P.I.V. TAMPER SWITCH CONNECTION
NO SCALE
N� 6
N Ol
} o x
Nin tL L
++ _ rn (D
� -a (D
U In cD
iYNd
< LL
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0 U)
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Chandler Palmer Speight
engineersp.a.
7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27526
Tel•919-552-4845
FaN:919-552-6962
CA)? "'to ,
ESS/p�'yy 's
-n SEAL a�
=� 026466
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION,
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JAJOB#:0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV l:
Construction Phase
SITE/CIVIL DETAILS
C8e03

FREE STANDING FIRE DEPARTMENT
CONNECTION (IN CONCRETE PIT)
NO SCALE
n
PLAN
4" THREADED BRASS PLUG
FLUSH WITH CONCRETE
�y
4" CAST IRON
(45°) EIGHTH I
SEE PLANS FOR
PIPE SIZE
.4
ELEVATION
4" x 18" x 18" CONC.
PAD OR CONC. WALK
x CLEAN —OUT INSTALLATION
X NOT TO SCALE T
BUILDING
WALL —
FLANGE
CAP
12"" MIN.
CLEAR -
UTILITY PIT ELEV.
`* I FOOTING
°
m 90' BEND
D.I. PIPE
PROVIDE VERTICAL
BENDS AS NECESSARY
TO INSTALL WATER
LINE UNDER FOOTING.
MINIMUM (2) 314" ROD
WITH BITUMINOUS COATING.
/ CONCRETE
° THRUST
BLOCKING
STANDARD FIRE SERVICE INSTALLATION AT BUILDING
NOT TO SCALE
STANDARD OR WATERTIGHT
MANHOLE RING & COVER AS
INDICATED ON DRAWINGS
4-3/8" LAG BOLTS.
PROVIDE MASTIC SEAL
BENEATH FRAME
SEAL JOINTS PER
SPECFK,`ATIONs r
EXTERNAL JOINT SEALS
PER SPECFICATIONS
STEPS 0 T-4" F
SPECFED. LOCATE
ALONG VERT WALL 5" MIN
AND NOT OVER A
ROE OPENING
SLOPE 11/2" PER FT MN
NiICK & MORTAR OR
PRECAST INVERT
MIN WIDTH EQUAL TO
OR GREATER THAN
BASE THICKNESS
314 OUTLET
PIPE GA
TOP OF MANHOLE AT OR
ABOVE FIN GRADE AS
INDICATED ON DRAWINGS FIN GRADE
PRECAST CONCRETE GRADE RINGS
WITH MASTIC SEAT. AND GROUT OR
BRICK AND AR FOR GRADE
ADAISTMENT (12T MAX HEIGHT)
ECCENTRIC
1 CONE SECTION
FLL ALL LIFT HOLES
WITH NON-SHRRAONG
4'-0" DIA GROUT
UNLESS INDICATED RISER SECTIONS
OTHERWISE A`' CEDED
ON DRAWINGS BASE SECTION
FLEXIBLE PIPE
CONNEORNlx STAHLECSSS STW� STRAP
I a-,
A�i� �i•.I1.
2" MIN F INVERT
I1�}�/s\• Ira\• �I •a\• ��1r'�?w'Ii.9\fir.
6'N�MIN.1 67 STONE
SECONDARY
OR FEW BUILT —
STANDARD PRECAST CONCRETEMANHOLE
"MW" NOT TO SCALE EVEN
CONCRETE THRUST BLOCK
III MECHANICAL JOINT CAP
III °
III
CONCRETE THRUST COLLAR
a a d
5"-0" MIN./10' MAX.
ed
5/8" THREADED RODS (EACH SIDE) MAIN
1 11 1 11 1 11 I I-
UNDISTURBED SOIL
ROD REQUIREMENTS
BRANCH SIZE NO. OF RODS
4"
2
6"
2
8"
4
12 "
4
16"
6
24"
6
d `
1 11 I I III IIIIIII 1(—
NOTES:
I. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL
BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT.
2. SEE STANDARD THRUST BLOCK TABLES
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL FITTINGS.
STANDARD CAPPING DETAIL
NOT TO SCALE
�.
i,.
AOE
FINAL. BAMLL�� SE WMJF
FINISHEDALL PVC WATER MAINS 16"
BELOW
RNTUL SACWLL
97 STONE
S
SPRING
HAUNCHIN<
PFE GRADE
WOW WELL %9 BOTTOM
O.D.OF PIPE OF PWKE 76"IMMUN SIDE CLEARANCE
NOTES. ® OZ. .' ...� M0XIMJM '. 1 CLEAVINCIE
TAI &FROM THE INSIDE FACE OF THE NO THE BRACM.
L NO ROCIM OR BOULOM 40 OR LARGER TO BE USED IN INITIAL BAWILL
3. ALL SACWILL MATERIALMATERIAL.
4. BAWILL SHALL BE TAMPED rr IN TRAFFIC NEAS. 12'
NON -TRAFFIC AW.M.
L TO BE USM WITH PVC AM AM
TYPICAL TFIENCH BOTTOM DIMENSIONS AND
REQUIREMENTS•• • "•4
••11 AND PVC GRAVITY PIPE
NOT • SCALE
HOLESPICK
:. •' +I•
. . .•
a r a
TOP OF COVER '� 4
4- 1- _
7
14
NOT TO SCALE
U 00
J I
J
IL
LO
0) 0
L N
N 0)
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Of
U r- cv
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F
Chandler Palmer Spelght
engineerssp.a.
7621 Purfoy Road, Suite 201
Fuquay-Varina, INC 27526
TeL•919-552-4845
Fax:[phone]
; I?
3 026466
Z
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JAJOB#:0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV 1:-
Construction Phase
SITE/CIVIL DETAILS
C8604.
r

FOREBAY
1
TOP SLAB ELEV:
POND OUTLET
OPEN -THROAT YARD INLET
ELEV: E
OUTLET STRUCTURE NOTES-
1. ALL STRUCTURES OVER 3,-6" IN DEPTH TO BE
PROVIDED WITH STEPS 1'-2" ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH STANDARD 840.66.
2. CLASS "B" CONCRETE TO BE USED.
3. ALL MOTOR JOINTS ARE 112" f 118"
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION
OF THE BOTTOM SLAB.
BARREL OUTLET INVERT ELEV.: A --i M
FAIRCLOTH SKIMMER
OR APPROVED EQUAL.
DIAMETER: 4"
CONNECT FLEXIBLE PIPE
TO POND DRAIN. REMOVE
SKIMMER ONCE POND IS
NO LONGER UTILIZED AS
TEMPORARY SEDIMENT BASIN
OUTLET BARREL: J
CONCRETE SLAB
r MANHOLE RING AND COVER
I�#4 BARS 8"O.C. E.W.
18 I
I I I I
--+--+--+--L--I---I---I---I---H --1
I I I I
1---L--1--1--1--t--t--t--
I I I I I
I I I 1 I 1__1_-��
t--t--+--t--t--I I I
I I I I I I I I
I I I I I
I I I I I I I I
T—T'A I
1'
r x
SECTION X-X
ro
Y
Li;
U
it
O
a
1
- -
8"
8"
Lx PLAN VIEW
TEMPORARY SEDIMENT BASIN NOTES:
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER.
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY.
3. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
RF-ACHES MARK.
4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY, ETC. (UNLESS NOTED) PRIOR TO BEGINING CLEARING OPERATIONS.
4. ONCE THE EROSION BASIN IS NO LONGER REQUIRED, ALL ACCUMULATED SEDIMENT SHALL
BE REMOVED, AND THE FINAL GRADES OF THE PERMANENT NET DETENTION POND SHALL
BE ESTABLISHED. THE SKIMMER SHALL BE REMOVED, THE 4" PVC PIPE SHALL BE CAPPED
AND THE 114 INCH HOLES DRILLED AS INDICATED.
TOP OF EMBANKMENT ELEV: F
OUTLET STRUCTURE
SEE DETAIL THIS SHEET
6'
------
FOREBAY ELEV. A BOTTOM POND ELEV., A
1
M
BARREL: J
OUTLET
BARREL
Y
OUTLET
BARREL
#4 REBAR 6" 0. C. E.W.
IN EACH OPENING
ALL 4 SIDES
3"
#4 REBAR 6" O.C. E.W.
INSTALL SLOPE PROTECTION MATTING
ON ALL SLOPES STEEPER THAN 6:1
AND FLOOR OF POND
FAIRCLOTH SKIMMER
OR APPROVED EQUAL.
DIAMETER: 4"
WATER QUALITY ORIFICE INVERT 4";T_ v
EXTEND BEYOND TOE OF SLOPE
POND SCHEDULE
POND NUMBER
1
A (FT)
192.00'
G.�ECa
r,:f
D (FT)
199.75'
E (FT)
198.00'
F (FT)
200.00'
G (FT)
195.70'
H (FT)
6. 0'
1 (FT)
6. 0'
J
(2) 24 LF 18" RCP
K (FT)
5.0' WIDE X 0.5' TALL
L (IN)
16
M (IN)
6
N (IN)
12
0 (IN)
f „"
1-YR STORM ELEV.
197.16'
i7-YR STORM ELEV.
197.72'
100-YR STORM ELEV.
198.34'
1COMPACTED
SELECT FILL 7
TOP SLAB ELEV: D
POND OUTLET
OPEN -THROAT YARD INLET
RIM ELEV:
INSTALL 4" PVCh
PIPE CLEANOUT CAR
CORE 10 HOLES 114" DIA.
ONCE SKIMMER IS REMOVED
AND POND NO LONGER OPERATES
-'^+- AS A TEMPORARY SEDIMENT BASIN
PRIMARY ORIFICE
0 0
o°o
STUB PVC PIPE FOR WATER
QUALITY ORIFICE THROUGH BOX
WALL. FILL EXPANSE BETWEEN
WATER QUALITY ORIFICE PIPE AND
4" PVC WITH WATER TIGHT,
NON -SHRINK GROUT.
CONCRETE SLAB
MANHOLE RING AND COVER
rIV4 BARS 8"O,C, E.W.
N II6„ I6"I .
1 1 1 1 1
I I I 1 1
PRIMARY ORIFICE: K
#4 REBAR 6" O.C. E.W.
IN EACH OPENING
ALL 4 SIDE
3"
I/ EMBANKMENT�-
1
WATER QUALITY ORIFIGG,.
DIAMETER: 0 OUTLET BARREL:J
M
SECTION Y-Y
DO NO INSTALL PRIMARY SPILLWAY
PIPE UNTIL SKIMMER IS REMOVED
AND POND NO LONGER OPERATES
AS A TEMPOARY SEDIMENT BASIN
PERMANENT OUTLET STRUCTURE
GRASS -LINED CHANNEL
TYPICAL DITCH SECTION
NOT TO SCALE
INSTALL SLOPE PROTECTION MATTING
�ON ALL SLOPES STEEPER THAN 6:1
III�IT ' I i
111= 3
-III IHIII III-: 1 SEED & MULCH EMBANKMENT
1-- SEE SEEDING SCHEDULE, SHEET C6.02
LLi
1 4 2001
CONTRACTOR SHALL CONSTRUCT
COLLAR (6 WIDE) -L -
°o Ill-=1!= TRASH BACK WITH
" III=III #4 REBAR 6" O.C. E.W.
(BOTH PIPES)
- - - - - - - - - - - - - - - - - - - -
FES OUTLET INV.
OUTLET BARREL: J ELEV.: G
-----------------------------
• , I I-11=111=111-
Aot Afc 4fih, EXTEND TO TO T
EXTOE OF SLOPE
NOTE
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
VEGETATION, ROCKS & OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE
PLACING FILL. PLACE FILL IN 6-8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 95% OF
THE STANDARD PROCTOR DENSITY.
1
4'
EMBANKMENT SECTION
SCALE. N.T.S.
1
CONIC. ANTI -SEEP
2-FT DEEP CUT OFF TRENCH.
EXCAVATE TRENCH ALONG CENTERLINE
OF EMBANKMENT AND EXTEND INTO BOTH
ABUTMENTS TO AT LEAST THE ELEVATION
OF THE RISER CREST.
OUTLET PROTECTION
SEE EROSION CONTROL
PLAN
AZI-DUIL1 JUKVtT KtgUIKtMLNT5
NOTE CONTRACTOR SHALL PROVIDE AS -BUILT TOPOGRAPHIC
SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR
CER77FYING STORMWATER POND AREA DIMENSIONS,
ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,
PIPE SIZES AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALL
EXTEND 20 FEET OUTSIDE LIMITS OF POND.
U 00
J 00
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� vtn
Clh::d7lerPalmer Speight
noineersp.a.
7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27526
Teh919-552-4845
Fax:[phone]
SEAL
026466
HERTFORD
TEACHER HOUSING
SECU FOUNDATION
AHOSKIE, NC
THESE DRAWINGS ARE THE
PROPERTY OF
JONES ARCHITECTURE, PLLC
AND MAY NOT BE REPRODUCED
WITHOUT WRITTEN PERMISSION.
COPYRIGHT BY
JONES ARCHITECTURE, PLLC
ALL RIGHTS RESERVED.
JAJOB#:0610
CPS JOB#: 06-020
DATE: 12-4-2006
REV l: 2-12-07
Construction Phase
SITE/CIVIL DETAILS
STORMWATER WET POND DETAIL
NOT TO SCALE
C8905