20030084 Ver 2_Stormwater Site Plans_20080122

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i PROPOSED BUILDING
LIST OF SHEETS
LIT OF SHEETS & REVI
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1 t COVER SHEET
NO. DATE DESCRIPTION "{ ' C 1.01 - SITE EXISTING CONDITIONS AND DEMOLITION PLAN
C 2.01 SITE LAYOUT PLAN
C 3.01 - SITE GRADING PLC
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C4.01 - SEDIMENTATION AND EROSION CONTROL PLAN
... C 5.01 - SITE UTILITY PLAN
C 6.01 SITE PLANTING PLAN
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C 7.01 - CIVIL/SITE DETAILS
' C 7.02 CIVIL/SITE DETAILS
C 7.03 - CIVIL/SITE DETAILS
C 7.04 - CIVIL/SITE DETAILS
REVIEW ENGINEER DISCLAIMER C7.05 - CIVIL/SITE DETAILS
EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW
ENGINEER FOR THE TOWN OF WAKE FOREST IN NO
WAY LIMITS.THE RESPONSIBILITY OF THE OWNER AND .
ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH TI�ALES ACADEMY
ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR ®t WAKE FOREST, N.C.
CONDITIONS. 1®®®,®�\H CARO ®' THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF OWNERS BOB LUDDY
® = WAKE FOREST AND THE CITY OF RALEIGH. ADDRESS 4641 PARAGON PARK ROAD RALEIGH, NC 2 7616
2
PHONE [phone]
OWNER CERTIFICATE FN Engineering Department Date
IN
OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCHG . ' E-MAIL ADDRESS bob.luddyC�captivealre.com
ACTION AS MAY BE REQUIRED BY THE TOWN OF WADE � D. S�" '`®•®`®�
SURVEYED. APPROVED.
♦i®/!1/1/16` )Ss3ssf.;;.{er .
FOREST TO CORRECT ANY ERRORS, OMISSIONS OR NON- Erosion & Sediment Control Date THE CHANDLER GROUP
COMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS.
en !E rs,�a.a
DESCRIBED IN THIS CONTRUCTION PLAT, INCLUDING RE- DRAWN: DATE:
SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION Fire Prevention Date �..>.... .. .�r�";t::
FLAT WITH THE APPROPRIATE CORRECTIONS AND/OR ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, Mh,,o,,ft,ft2M
�rv�,,w arse
REVISIONS. AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL f CHECKED: SCALE:
STREETS AS SPECIFIED BY TOWN STANDARDS. THESE Subdivision Administration Date OnE°'``WOW(k 0*�K JFC NTS
FACILITIES HAVE BEEN APPROVED BY THE TOWN OF WADE nx9azis
FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE IS 708.a&ft
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OWNER DATE APPROVED BY THE TOWN OF WAKE FOREST. City of Raleigh Public Utilities Department Date Fm '�

STANDING SEAM ROOF "DARK BROWN" ACCENT
(COPPER OR BURGANDY) BRICK (TYP,) BUTER ARMISTEAD
01 02 03 04 05 06 ARCHITECTURE, PC
12 12
61 — g CONT. "TAN" E.I.F.S.16"0 6" BRICK SOILDER MEDALION BAND (TYP.) "DARK BRONZE"
"DARK BROWN" (TYP.) COPING CAP (TYP.) ,
3206 Heritage Trade Drive, Suite 114
" _ Wake Forest, North Carolina 27587
/4 INSET BRICK "
PANELS (TYP.) TRUSS BEARING ='' p,,,. "TAN" FIELD "TAN" E,I.F.S.
BRICK TYP CONT. Phone (91) 54 -11105
,� " ` + � '„ :` (TYP.) BAND (TYP.) Fax: [phone]
TOP OF MASONRY ;: r - ak :: ••' ''' r :,,,:: r, :;
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k' ' Copyright O 2007 by
35, :'
,• t t _ ,,:. ,.!•.,t. f.,, ,� BAXTER ARMISTEAD
TOP OF MASONRY
Architecture, PC,
Hi
HIM
All rights reserved,
if H I fill
All drawings and copies thereof are instruments
iffliffill If Ill I
of service and as such remain the property of
BAXTER ARMISTEAD Architecture, PC. They are
is
produced for one—time use only with respect to
:... " AEL reserves lect.the rriightt o use theseplans atits own
HEAD OF WINDOW
discretion.;Approval from a licensed building
_ inspector and/or licensed engineer will be the
responsibility of the consumer if required. Nominal
=— �� ", = — .•...., - dimensions may be used. Do not scale drawings.
.__...� _ Seals
WINDOW SILL
AK 17'--�4" A.F.E.
2ND FINISHED FLOOR
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8'--8" A.F.F.
HEAD OF WINDOW
-------------------
2�8"►,A F.F.
WINDOW SILLTmrn
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AK
•
FINISHED FLOOR :
BRICK SOLDIERS (TYP.) RECESSED ENTRY ACCENT BRICK "DARK BROWN"
BRICK ROWLOCK (TYP.) ("TAN" FIELD BRICK) BELOW WINDOWS (TYP.) "DARK BRONZE"
W' INSET BRICK 4" PROJECTION STOREFRONT SYSTEM W/
PANELS (TYP.) ("DARK BROWN" ACCENT BRICK) INSULATED GLASS (TYP.)
4" PROJECTION %" OUTSET BRICK 24" PROJECTION 4" PROJECTION
("DARK BROWN" ACCENT BRICK) PANEL (TYP.) "DARK BROWN" ACCENT BRICK ,° Consultants
( ) ( DARK BROWN ACCENT BRICK)
A IELEVAI10
A-- SCALE: 1/8" = V-0"
08 07 05 04 02 01
FLUSH METAL PANELS TO MATCH
COLOR OF ROOF PANELS (TYP.)
. 1 f--10" A.E*F.
EAVE HEIGHT
I
rnTrnTtrm
17►_41, A.F, _ —
2ND FIN, FLOOR
0 Issued for Permitting/ Construction No. Revision Date
I
-------------------
B Site Plan Approval 11/20/07
A Owner's Preliminary Review 1 1/01 07
No. Issued Date
MTMTTff
—e.dwg J. rmistead
0779 A 3 J A
®f ►►Ah
FileNome: Drawn By
l Client/ Project
NOTE: PRE-FINISHED "DARK BRONZE" CADE, Inc./
SEE A2/ A--3 FOR NOTING OF GUTTER & DOWNSPOUTS (TYP.)
TYPICAL & SIMILAR CONDITIONS. THALE
ACADEMY I
Heritage—Wake Forest, North Carolina
Sheet Title
BUILDING FLOOR
PLAN & EXTERIOR
ELEVATION
Project No. Scale
C2EXTERIOR0779 As NOTED
A-3 SCALE: 1/8" = 1'-p"
Revision Drawing No.
A-3

BAMR ARMISTEAD
ARCHITECTURE, PC
3206 Heritage Trade Drive, Suite 114
F E D C B A Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
Copyright Q 2007 by
BAXTER ARMISTEAD
Architecture, PC.
All rights reserved.
All drawings and copies thereof are instruments
3 f D! r
of service and as such remain the property of
BAXTER ARMISTEAD Architecture, PC. They are
TOP OF MASONRY
produced for one—time use only with respect to
+" J, this project. BAXTER ARMISTEAD Architecture, PC
reserves the right to use these plans at its own
discretion. Approval from a licensed building
inspector and or licensed engineer i 3 .F Weer will be the
4 rr P (7
SAVE HEIGHT responsibility of the consumer if required. Nominal
111411 h dimensions may be used. Do not scale drawings.
EAVE HEIGHT Se
als
WHIHIIII
wr
2ND FIN. FLOOR
11[1111111111[Jill fill
HIE
0' 0„
FINISHED FLOOR 0'—'0"
FINISHED FLOOR Consultants
CESSED EN TR
'TAN" FIELD BRIC } NOTE:
SEE A2/ A-3 FOR NOTING OF
4" PROJECTION TYPICAL & SIMILAR CONDITIONS. 4" PROJECTION
"DARK BROWN" ACCENT BRI ) ("DARK BROWN" ACCENT BRICK)
A LEE XO ION
SA— SCALE: 1/'8" = 10--0"
.42
A B C D E F
0—'4" ALF, %4" INSET BRICK PANELS
TOP OF MASONRY "DARK BROWN" (TYP.)
34'--5" ,F
�.,.� t t •2• 1 .6.•5'' 4' ,.,.
EAVE HEIGHT
A.F.E.
AV E E HEIGHT qV
AgKJ7'-4"A.F.F.
20 FIN. FLOOR
0 Issued for Permitting/ Construction —
MTTr No. Revision Date
AdK®, 0$, _
FINISHED FLOOR
0, 0"
(SHED FLOOR
�CESSED EN TR -
NOTE i � - -
SEE A2/ A-3 FOR NOTING OF
AN" FIELD BRICK) B Site Plan Approval 11/20/07
4" PROJECTION TYPICAL & SIMILAR CONDITIONS. e 4" PROJECTION A Owner's Preliminary Review 11/01/07
"DARK BROWN" ACCENT BRICK '� ►� ) t o Issued Date
} DARK BROWN ACCENT BRI
0779 A-4.dwg J. Armistead
File Name: Drawn By
Client/ Project
CADET Inc./
THALES
ACADEMY
Heritage--Wake Forest, North Carolina
Sheet Title
BUILDING FLOOR
PLAN & EXTERIOR
ELEVATION
Project No. Scale
IEXTERIU`RL i 0779 AS NOTED
A-4 SCALE: 1/8 = 1'-0"
Revision Drawing No.

INV=329.25'
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1. ALL U77L►77ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR Z PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION Q �o ° > ` 0 -
�f MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. FOR ANY HAZARDOUS MATERIALS. CONTACT ARCHITECT IMMEDIATELY
IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND SITE
2. ALL WASTE MATERIAL GENERATED FROM DEMOL177ON ACTIVITIES REMOVE UTILITY SERVICES, FUEL TANKS AND SEPTIC SYSTEMS.
��; O SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE HERITAGE
` �o� APPLICABLE RULES AND REGULATIONS. FEDERAL, STATE AND LOCAL REGULATIONS. TRADE DR
\ W
S
r- \ = 3. EXISTING SITE SURVEY INFORMATION WAS TAKEN FROM TOPOGRAPHIC 8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.
FEM�► / - y , N/F SURVEY BY THE CHANDLER GROUP, DATED 10-16-OZ 774ESE EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
FIRM: 370244 1840 J AIR L►QUIDE INDUSTRIAL US LP PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXIS77NG UNDERGROUND ELEMENTS N077FY 774E ARCHITECT IMMEDIATELY IF
P ��//,// j = INFORMA77ON 80774 SHOWN AND NOT SHOWN ON THE SURVEY AND UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
EFFECTIVE DATE: MAY 2, 2006
c PIN 1840226521
ZONE: X (NOT IN FLOOD ZONE) //i j///'j//�///�/ l '-
DB 11477, PG 2361 ANY CHANGES TO THE EX►S77NG CONDITIONS THAT MAY HAVE MODIFICATION TO THE PROPOSED DESIGN.
,�^� OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VICINITY MAP '
AREA 4.601 ACRES \ _
VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 9. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND (NOT TO SCALE) �,,
200,436 SQ. FEET ALL OF 774E OWNERS FACILITIES. SHOULD DAMAGES OCCUR, REPAIR
4. INSTALL TREE PR07EC77ON FENCING PRIOR TO BEGINNING CLEARING IMMEDIATELY AS DIRECTED BY 774E ARCHITECT.
OPERATIONS. CLEAR AND GRUB ALL AREAS AS SHOWN AND
g - rREQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION PER 10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WI774 APPLICABLE
TO�StDE-P�4RKPNG SETBACKSPECIFICA77ONS AND DRAWINGS. EXIS77NG TREES, SHRUBS OR OTHER LOCAL, STATE AND OSHA REGULATIONS.- CPif
CURVE TABLE j , j I�/111 f/ / / // traQ LANDSCAPE MATERIAL WHICH WILL CONFLICT M774 NEW CONSTRUC7ION
CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA SHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS), 11. ALL EXIS77NG VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ;.
,� f/ 9.25 IPF ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXISTING ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH GRADE.
C1 25.00 13.32 6.82 N82 02 41 W 13.16 30 31 12 , flit
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„ CONDITIONS PRIOR TO BIDDING.
C2 50.00 15.81 7.97 9 S05 31 58 W 15,74 18 06 43
�/ 12. A PAVEMENT R N R T REMOVED HA SAW T
ALL0 CONCRETE ETE 0 BE E OVED SHALL BE S CU
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C3 10.00 5.33 2.73 5.27 h / / // �l /// l� t\�\\
N82 02 32 W 30 33 20 / // ////// // \ 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT,
/ \ 2\i \\/ OF BUFF R AND 1R TSCAPES 174E CONTRACTOR SHA L CUT 2-FT SID WA K OR CUR AN R T ANY XI TIN PAV M NT
// //// � E S S EE L E L B D GU77E , E C E S G E E ,
i .3
/ �// /I /� I � � I { I� { \ \ \ � r// `�` DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE,. sa As TO cur, SIDEWALK, CURB AND GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW
- LINE TABLE -
CP 1� � / l I 1 \ ,� /� _ ►v RATHER THAN TEAR ROOTS. NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
LINE BEARING LENGTH / /�/ 'i / / I I / \ �\I j1 \ \ SPECIFICA170NS AND DETAILS OR TO MATCH PRE-CONSTRUCTIONAL`
L1 N82 41 26 E 65.06 / i I / / // } I l \\ \ �`,'\ "� 6. TREE PROTEC77ON FENCING SHALL BE MAINTAINED ON 774E SITE UN77L CONDI7ONS (WHETHER OR NOT SHOWN ON 774E DRAWINGS TO BE REMOVED).
r rr ,4, / �/ / '�\ \ "= I \ `� N ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPEC77ON PRIOR
L2 S66 46 54 E 339.39 / ��l vl �,� _ -- {
.r I/ l // __- TO THE CERT7FICATE OF OCCUPANCY C.O. IS SCHEDULED. THE FENCING
L3 N66 46 54 W 344,17 ,"� ! l l/>11 / t I .II ( )
L4 " 68.3 `6®a"/ �' f / // ill / ( I I \ �� \ \ \� \ SHALL BE REMOVED PRIOR TO FINAL SITE INSPEC77ON FOR 774E C.O. �`®4000000e®N4®��
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L5 N12.10'46"E 12.90 cV/ l �'/ // l/ll� // l/ / j V I I { \ \ `� `��9 I� \ \ `\ '`�• r �t
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DEMA(D)LITION LEGEND
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STRUCT. / U77LITY TO REMAIN TO BE REMOVED STRUCT. / UTILITY TO REMAIN TO BE REMOVEDGo
CHILLED WATER _____CW_ __ _____ory____ LIGHT POLE LP LP `«,� j
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PP PP ®.,, D. `.�
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REVISIONS
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® �/// l l ll�I l /l l \\ I\ \ \\ I r' \ \ \ NATURAL GAS ----- G----- ----- G-____ FH FH
N ?� / / ' \ \ I m 1 c j, I �` \ \ \ - NIF FIRE HYDRANT -CI}
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N F / / // / / ( ^� / \ ` \ I I / , c \ PIN 1840223131 WA TER VALVE D4
F / // �1 // l/ ll/ l l w � \ \ I I I - I I I I�I \ \ \ \ TELE. / COMM. ----- T----- --__- T
RANKLIN VILLAGE, LLC / /� 7 / / I "� \\ \ I(� ( \ cn �\ \ \ \ PB 2003, PG 1695
PIN 184012117fi !�/ �j // l l w \ 7 t \
CP I /1�! I // //j /// / / / / l 1\ \� \\\ \ I �, * \ DB 11188, PG 1316 _____ ___-_ INDIVIDUAL TREE
DB 8236, PG 922 \ / J/j j/ // / / / / \\ \\\\ \\ \' \ ` c� \ \ \\\ \ g�, COMMERCIAL USE TELE. / COMM. U T UT-----
4 1/ J / / / r \ \ I \ (UNDERGROUND)
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WATER ----- W----- ----- W----- ;;;;;
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EXISTING GRAVEL DRIVE TO BE REMOVED.
QI #EMO� EXIS NG--�----*� M R I STOR D A N
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0 EXIS77NG STRUCTURE To BE REMOVED.
CONSTRUCTION/CLEARING
CP r / / 1 jl / ( f { I \� I \ 1 I { I / \ \ LIMITS
/ 1 // / // l l ( ( \ A'gC�S EASEMENT AREA NOTE: DEMOLITION AND PATCHING OF PAVEMENT AND
\ (`n�IB 003, PG 1695) TREE PROTECTION FENCING 07NER EXIS77NG IMPROVEMENTS IN ADD177ON TO 7NAT
�61\ OF �
LVbVT \ SEE DETAIL SHEET C7.01 INDICATED ON THIS PLAN SHALL BE PERFORMED AS
,
NECESSARY TO CONSTRUCT AND/OR INSTALL THE NEW
/ / / j/ \
/ /l / / I l l �11 / / 1 / / ` \ l \ \ ` { { II \ \( \ \ \ SOILS DELINEA77ON LINE WORK. ALL SUCH DEMOLITION AND PATCHING SHALL w
0)/ /� / /�11 // / l/ / l / / , \ \ \ \ I ( { \ \ \ \ BE INCLUDED IN 774E BASE BID SCOPE OF WORK.
///,f„//,,,//,f//r/
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�I /r,,/r,,,,rf,f,,,,,/r„r,,,r„r r,,,,,r, „l,r ,l,,,, „r/r� ,f,,,,, � EXIS77NG VEGETATION AND NATURAL AREAS W1LL BE PROTECTED TO THE GREATEST EXTENT POSSIBLE �r�t�g [3r��j�jg� j���(��jq�y�h�@
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; ;; , �. MINIMUM CLEARING OF THE LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT
/ -�" 7 55 cRoss ACCESS
& UTILITY EASEMENT
X/
GP / �i� / // l / // I I ® ; ' / �' \ _ - '- /;'�® 1 h \ Ex SSMH #1
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CID / f/ 11/ l "`� CLE R AND GlBBtNG / l \\� \\\ \ \ \ \ \ \ � ;►`� a �.�. CREPE CB IN I 298.20
WI ►N CONSTRUCTION / / / \\\\ \ \ \ \ \\ i�'LE >\ ��'�, 6" '�.� ,� ` ,, MYRTLE TOP=310.45' INV OUT=298.11'
LIMIT l "HARDWOOD
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DARYL W, CADY / ��` rf� s� ��A ,� \ \4 MAPLE INV IN W =297.27'
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TOP=295.70'
INV 1N(W)=291,13
INV IN E -291.05
315
,-
CP !l 1 1 Ill Ill // / _ �� \\��--==========_===�;f--'�'i// /// i i f i \ ��� ^�. ti a ' ` �` r ( )=290.81
1 1 ll llll 1 ///� �., `, � 3 \ ------- -- -- -- -- ----------- --'..--//i� 1 I 1 ��� -► z � � ss � INV oU T s�-
/// /�/ l l �" / TOP=3o1.84 ,� 1 2 3
ll l 1 I \ q - _-- _��- �// / /-'` i/ I �� INV OUT=299.03 ��
/ 1 l ll ll l 313 _ _-- - - //i / I \ / I c
_ `-. `'`'` I ( �. Vic'°
`�' 6>
CP -�,� � 1 �/
\ V\\\ \\\VA
{ \ \\ r �- ---� -=-� ----- ONE 2 111.1 1 �- ni •. `
\ 1
v= 304
3o .8 4e r ''' - -- / / // 36"RCP
/ ZONE a r I+ 11 l \ ® � SSMH
_ ,.,.,.--- RIM=296.05'
rr i �\\��\-� /`�- -.�...306 -`._ /%-303-�\ r'„-'" �------_``-' """'_ ,/r..''r t PF ,r' �r,-.�- �\\\ �� 5 r
11 N 72 38 05 W `�� - �� �-= ---
1 151.25''� ��� �� \ �- ---PPPss _
w` ��NG / __- `-'" ___-7 12 �' \ \ / INV IN=289.79
1 `��~`�, ��� SETBACK \ i '°..55'S �` --_-\`\\ / , INV OUT=287.45'
1 \��\ - - -- _'•�' _= --fit y-.--_ SS 1 /
1 REVIEWED BY: BIAS
80
Ips F V
\ ` \\� --� // \ // \ \\ \ DESIGNED BY: JFC
\\\ \~ DRAWN BY: CPS
1
ZONE I _ \ \ ��
1 . . ----�� ` 1 r, DATE: I�� f07
PROJECT NUMBER: 07-062)
� ZONE 2 \ GRAPHIC SCALE SITE EXISTING
Q: / RIPARIAN BUFFER 40 a 20 ao as Asa CONDITIONS AND
/
DEMOLITION:FLAN
FRANKLIN VILLAGE, LLC
IN ET )
PIN 1840211477 1 inch = 40 ft.
PB 2001, PG 1972
DB 8236, PG 922
VACANT
NOVEMBER. 2007

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PROJECT: TRACES ACADEMY o '`oR `2 w
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DEVELOPER/CONTRACTOR: CADE, INC. tr
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GENERAL CONTRACTORS eJ
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120 WEATHERS STREET TRADE oR "'
r SUITE F �o
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FEMA , YOUNGSVILLE, NC 27596
FIRM.
• 370244 1840 J r N/F 919-427-0790
r AIR LIQUIDE INDUSTRIA
, L US LP
EFFECTIVE DATE: MAY 2, 2006 PIN 184 PROJECT ADDRESS: 3106 HERITAGE TRADE DRIVE
ZONE: X (NOT IN FLOOD ZONE) CP j a226521 WAKE FOREST, NC
DB 11477, PG 2361
(v PIN: 1840-21-0967 :
AREA = 4.601 ACRES VICINITY MAP
,� r ®S6 REFERENCES: DB 09197, PG 0067 (NOT TO SCALE)
2Q0,436 SQ. FEET � �, , 63
h ``' / F ZONING: HB
EXIST/PROP USE: VACANT/PRIVATE SCHOOL
10 SIDE PARKING SETBACK
/ PROPOSED TRACT AREA: 4.601 ACRES
- CURVE TABLE - CP
CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA
WATERSHED: NEUSE RIVER BASIN
,,<u r � ,� IPF
Cl 25.00 13.32 6.82 ° „ 13.16 ° , „ i p GROSS FLOOR AREA: 31,626 SQ.FT.
N82 02 41 W 30 31 12 N �
TES
C2 50.00 15.81 7.97 15.74 - „ 'h!C> r '
S05 31 58 W 18 06 43 BUILDING LOT COVERAGE (EXISTING): 0%
.F. 4a
G3 10.00 5.33 2.73 N82°02'32"W 5.27 ° h „�. f c
1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING BUILDING LOT COVERAGE 30 33 20 ®h r � CO E GE (PROPOSED): 7.$7q WALL, UNLESS OTHERWISE INDICATED.
:::>:::::::>::::::>::::::::;:..
BUILDING HEIGHT (PARAPET): 35'-4" 2-STORY
_ a; / `, o N ( ) ( ) 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED AND
LINE TABLE CIDf V cs z ` o.. n, SITE IMPERVIOUS AREA PRE DEVELOPMENT 0.29 ACRES 6.309p
o_ ( ) C ) NOTIFY ARCHITECT OF ANY DISCREPANCIES.
1 SEALS
LINE BEARING LENGTH i � ..a. !T
L 1 r �, cn „� �,,, SITE IMPERVIOUS AREA (POST DEVELOPMENT) 1.38 ACRES (30.0%)
N82 41 26 E 65.06 f
° , " ,w r, 11, " N 3. CONSTRUCTION STAKING IS THE RESPONSIBILITY OF THE CONTRACTOR.
L2 S66 46 54 E 339.39 � , Ca / V 0 � t 1
L3 N66°46 54 W 344.17 ,"�`ry r' ��! � ,.�' PARKING REQUIREMENTS: (NO BUS USE PROPOSED FOR THIS FACILITY) 4. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE INSTALLED IN
L4 S82°41'26"W 68.33 Nv `O r tv ACCORDANCE KITH T14 A t`®®®ee®®®�w
„ g , Q ' � 2 PER EACH CLASSROOM AND ADMINIS1RAlIVE OFFICE " E LATEST MANUAL OF UNIFORM TRAFFIG ®®�` t®®A
L5 N12 10 46 E 12.90 "�®h r Q / o CONTROL DEVICES. ®® A� ®®
L6 N14°19 32 E 16.31 , �' O ` NUMBER OF CLASSROOMS/OFFICES 18/3 ®,` es
5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
CP r O / REEK TOTAL PARKING REQUIRED. 42 THE TOWN OF WAKE FOREST STANDARDS AND SPECIFICATIONS.
ri �Q- TOTAL PARKING PROVIDED: 42 6. EX1S77NG SITE SURVEY INFORMATION WAS TAKEN FROM TOPOGRAPHIC = 5493
Q / ` Z ACCESSIBLE SURVEY BY THE CHANDLER GROUP, DATED 10-16-OZ 714ESE
CESS BLE PARKING REQUIRED. 2
<b , , ,,}O o ap PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXIS77NG '.. FN A, ®Q
IN �•
h®o �; a ACCESSIBLE PARKING PROVIDED. 2 INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND �'�®.
r / N ' ANY H `®��!
C ANGES TO 114E EXISTING CONDITIONS 714A T MAY HAVE ®♦` D. S? ®®
OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL ht#®1i11®®t®®` -t}"
VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. II
c) _ trTi
BIKE RACK REQUIREMENTS: 1 FOR EVERY 40 PARKING SPACES
CR / �-'► , _ NUMBER OF STUDENTS 540 Z RETAINING WALLS AREA SEPARATE SUBMITTAL AND PERMIT, ALL WALLS
EXCEEDING 30 ABOVE GRADE WILL REQUIRE A GUARDRAIL 42 TALL.
I-- BIKE RACKS REQUIRED: 13.5 ALL WALLS EXCEEDING 60" ARE RE
QUIRED EQUIRED TO BE AN ENGINEERED DESIGN.
_ o
BIKE RACKS PROVIDED: 14 REVISIONS
8. IF REAR DOOR I S A REQUIRED EXIT ROUTE, SIGNAGE IMLL BE REQUIRED
` OF 114E REAR EXITS THAT COMPLIES WITH NORTH CAROLINA STATE AND
/ ACCESSIBILITY CODE SECTION 6.2.3. THIS SIGNAGE N F SSG GE MAY ALSO BE
l46 i f �`'"- z MLA PROPERTIES, LLC REQUIRED OF THE SIDEWALK THAT LEADS TO STEPS.
N/F S r ! '`,- �Q 9�QLl-.`� c� PIN 1 4
FRANKLIN VILLAGE, LLC r 'p� Y NOTES
I rI 8 0223131
® _, 1 PB 2003, PG 1695 9, LIGHTING ►S SHOWN FOR GENERAL LOCATIONS. DETAILS AND EXACT
PIN 1840121176 , CP / / \ \ W -4 DB 11188, PG 1316 CONCRETE SIDEWALK, SEE DETAIL SHEET C7.Q1 LOCA77ONS WILL BE PROVIDED BY JOHN THRIFT 919-554-6125. THE
DB 8236, PG 922 °V r / ao p LIGHTS ARE EXPECTED TO BE 100 WATT HIGH PRESSURE SODIUM IN
r f ®\ �� y 5 COMMERCIAL USE �
�, �"/ ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL SHEET CZ01 SHOE BOX TYPE LIGHT ON BLACK FIBERGLASS TYPE POLE, OR SHALL
S f®� ,hj \ , MATCH 714E OTHER EXISTING LIGHTING ALONG HERITAGE TRADE DRIVE
r, ' 30" CURB & GUTTER, SEE DETAIL SHEET C7.01
p® r t \ _ I(/ } Q DUMPSTER ENCLOSURE, SEE DETAIL SHEET CZ01
\
1 � STRAIGHT (2) . T Kw%A FF1 C 'to,"OPN Nowira"U'ap"L IN"U"TES
SEAT WALL, SEE DETAIL SHEET C7.01
I .
CP r' ® �, / STRAIGHT (2) ` 2 I ' F PASSENGER LOADING ZONE SEE DETAIL, SHEET C7.01 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON
ACCESS EASEMENT AREA UNIFORM ,TRAFFIC CONTROL DEVICES MUTCD AND NCDOT STANDARDS.
(MB 2003, PG 1695)
.� ,�r ®l �` , \ ��, 0 30' PUBLIC` CROSSWALK, SEE TRAFFIC CONTROL NOTES 7HIS SHEET SIGN MUTCD SID. SIZE
co � r / l ® UTILITY EASEMENT cb,R,� % t L 20 PUBLIC \ �r ' E PARKING SPACE STRIPING, SEE TRAFFIC CONTROL NOTES THIS SHEET ACCESSIBLE PARKING R7-1 12 x18"
TYP '.{ URLI TY EASEMENT
STRAIGHT (1) I DIRECTIONAL ARROW, SEE TRAFFIC CONTROL N07ES 7HIS SHEET 2. ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO
� r � �,� I o . M LT & R � � _ �
N .�- \ C � THE BOTTOM OF THE SIGN ON 2 LB. GALV. STEEL U-CHANNEL POST SET IN o
' L=77 9 '° / PROPOSED RETAINING WALL, DESIGN BY 0714ERS 3-FT DEEP x 12-IN D1A. CONCRETE FOOTING. "
CP fr A �` ..
.100
BIKE RACK, SEE DETAIL SHEET C7.01 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
r \ 5 PA S 45 R '"" NCDOT STANDARDS AND 714E PROJECT SPECIFICATIONS. w
w r ® _ _ CONCRETE PRE-CAST WHEEL STOP, SEE DETAIL SHEET C7.01
- - 4
,^�`/ r' S89'32 3"E��Q' SB9' '30"E W _fi r,, MARKING NCDOT STD. SIZE COLOR Q
,N �� ,J K 7 N 109.67 a 56.53' ,�` L .- - ACCESSIBLE WHEELCHAIR RAMP, SEE DETAIL SHEET C7.01 PARKING SPACES - 4-IN WHT.
`� "� F ry _l •9, L-30.32'`•.,,� 55' CROSS ACCESS NO PARKING - FIRE LANE * - 4-IN YEL. ONSTRUCTION DOCUMEN
S4.4 R=150,00 STOP BAR, SEE TRAFFIC CONTROL NOTES THIS SHEET ( )
¢ � ...=..,.,. - � �- O �� `� � �.� & UTILITY EASEMENT CROSSWALK 1205,07 H►-V/S 24-IN WHT.
r 44.5 ® ti
_ ~ SKIP STRIPING, SEE TRAFFIC CONTROL NOTES THIS SHEET DIRECTIONAL ARROWS 1205.08 STD. WHT.
� , IPS ho � '`®
CP /f / - -- p ;�, 62 I ,pip ' L� M STOP BAR 24-IN WHT
f' 5' WALK cv �- M PS "` P S ii� ASPHALT PAVEMENT, SEE DETAIL SHEET C7.01 SKIP - 4-IN WHT.
12 1 5 WALK PS. 66�6� �_--' l,•, ,F * NO PARKING - FIRE LANE MARKING SHALL CONSIST OF A 4" SOLID
:.; CONCRETE PAVEMENT, SEE DETAIL SHEET C7.Q1
:b '� f' ;� 7 K I 'n 1 (PS ...�_ L4 rPS 26�,9 4�� t% ®®� =r` YELLOW STRIPE AND 8" HIGH YELLOW TEXT "NO PARKING - FIRE LANE"
ci I ______ .. AT 100 INTERVALS. -------
20 PUBLIC I ! - �® �� "®®®®®® FIRE LANE MARKING, SEE TRAFFIC CONTROL NOTES THIS SHEET
U17LI TY EASEMENT N ��~~� � ','' ��� ~ -
�► �\\ ®� - _ _ _ 4, ALL PAVEMENT MARKINGS MAY BE THERMOPLASTIC OR ALKYD RESIN TYPE PAINT.
r I ( \ DROP OFF STACKING PATH (1183 LF REQUIRED/1239 LF PROVIDED)
CP 2�pj
PROPOSED BUILDING
r�o r FFE=324. 9.17'..1 I A
ncN
SOO,
TYP
1 Qom/Na q E t T
CP 6.25' `���Zk'
rr
T \ _�
CP l' A '� fD M N DARYL W. CADY
l 1 © PIN 1 wr `
840213797 a, ��® �~ IPS "��,. R W
�- '�i ;
PB 2004, PG 117 r �
w ff fi' WALK i ,p 1 C J Z -© DB 10727, PG 2125 C��
, / r' zi °"'� COMMERCIAL USE ++I „''' .'' ,
_` 8 TREE
,�,
Mj ` \ ( �"
f' 14 SP CE Q q I C b EASEMENT
f / 1 H TYP .. ,,,\ 1 z 1 ,4
f / S89°32'30"E 204.66'
CP f cv - � cn w ►ti i ,,
rTt t� \ rf
f' 1 '" THE ACCESSIBLE PARKING e r_ .�
© f SPACES AND ASILES SHALL ----- p r'ty
^� ff 135' ¢'I,4 CREEK 1_;o HAVE A MAX, 2% SLOPE IN U �0,lTYP O ALL DIRECTIONS INCLUDING
f I ) 4 �'' TYP 5' RADIUS THE DIAGONAL > 'J
con
CP f
UNLESS NOTED
f C Z 0 THER WISE
�► ff �R`�N e�FF � � c � 1
CP l �R � � � 1
ZONE'2' 1 HG-VAN
f to NE 1 I =- 50
p---1
----- IPF
+i N7151 25'„W -� --___ __--- `,.1-�,
IPS lof1DE PARKING SETBA K ---_ . 1
+ 22'19 �y
7. � ---- -_ Sg1°55 59 W
80, r •.. tPS ----,,� '�.. 18' 24' 18' REVIEWED BY: BDS
�``'` STALL AISLE STALL DESIGNED BY: JrC
f
/f ZONE 1 NOTES: DRAWN BY: CPS
r CREEKY ALL DIMENSIONS ARE TO FACE OF CURB. DATE: Ilt2ofo7
/ rf INSTALL HC-VAN ACCORDING TO NC ACCESSIBILITY CODE. PROJECT NUMBER: 07-062
� ZONE 2 20' BMP MAINTENANCE _ \ GRAPHICSCALE
RIPARIAN BUFFER EASEMENT TYPICAL PARKINS DIMENSIONS 40 ® 2a ao so ,so SITE LAYOUT
!ff PLAN
N F 50 ,
1 9
FRANKLIN VILLAGE, LLC ( I FEET }
PIN 1840211477 1 inch = �40 ft.
PB 2001, PG 1972
DB 8236, PG 922
VACANT
NOVEMBER 2007

k
INV=329.25'
C N 6
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G f- to N to C."' va
nj
Ln
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f"I
GENERAL NOTES a o w cl C
o fi u..i 'A - �� ,
i \ REST T J - ^ x
1. ALL EXISTING VAULTS, � x H
MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH SITE oC'j
-,• Q
o w
1, FINISHED GRADES. 0 ^�
/ Ov \ NERlTAGE M
,r OQ 2. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNER'S INDEPENDENT TESTING LABORATORY. rRAD DR.
r
� s
3. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND STREETSCAPES THE CONTRACTOR SHALL CUT 2-FT DEEP �
N/F TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS. »>:.
AIR LIQUIDE INDUSTRIAL US LP
PIN 1840226521 4. TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE
//,///�//�///�/ �/-^���•- DB 11477, PG 2361
CERTIFICATE OF OCCUPANCY IS SCHEDULED. THE FENCING SHALL BE RECOVED PRIOR To FINAL SITE INSPECTION FOR CERTIFICATE OF OCCUPANCY.
j VICINITY MAP
(NOT TO SCALE)'LEGEND
j f �`� '� - 40'SIDE-PARKING SETBACK x<
/ EXISTING CONTOURS
D�
9.25,
/ /f/!�l `,2 I 1 II11 j �. ,'�.. \� FINAL CONTOURS
/ / II�II \\\\
///
\``�.� EXISTING STORM DRAIN PIPE
Jo ��/ 1N- N P STORM RAIN PIP
o- PROPOSED STo D E SEALS
\ \ �, Z
/xy) TREE PROTECTION FENCING
SEE DETAIL SHEET C7.02
\ I I I I \ \ \ \ OUTLET PROTECTION �.®`� �1 CAR '®•
o i( ` \ ©\ SEE DETAIL SHEET C7.02 ®>` q�` a`✓ �.
�s
DISTURBED LIMIT LINE � D :do
/ i(
I 1 r \ / ( } 223.25 T - 5
PROPOSED TOP OF BACK OF CURB ELEVATIONQb
011 GIN
223.25 P o ® >
,, PROPOSED TOP OF PAVEMENT ELEVAnoN ,�q� `%
;� D.-
®tree'et�taa
�,-
� /✓/�/ //l 1/ / / I / 1 / \ III I I I I I i � ''W, I I III I
"�_3,7 o-�u I 11111 I
If II \
-
/ 329.41 Til
REVISIONS
oz
00 N/F
MLA PROPERTIES, LLC
N F / r/ // l / I / I 1 CC ( \ PIN 1840223131
FRANKLIN VILLAGE, LLC / 7 / "� I( I �� \ \ \ PB 2003, PG 1695
PIN 1840121176 y� / / J / // / / 2 / W \\ \ ( �, \ \, DB 11188, PG 1316 DRAINAGE
DB 8236 PG 922 'V J/ / // / l l \\ COMMERCIAL' 4t / /� 32 ,62 T/ \\ \ \ ` \ I \\ 5� \ - CO ERCIAL USE
\ �\\ \ c� \ \
/ / \
roo /�/ STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA
32812
3 7.49 � I�\ \� � ��, /�/� \ \ \ � t UP STRM DN STRM SLOPE DIA. LENGTH MA1T�L .INV. INV. TOP ELEV. DEPTH TYPE
l tr`��\\ > \\ I (IN) (FT) (FT) (FT) (FT) (Fl)
327. 5 T I '� 3 , I ` ► ( � \ \ \ \ U c�\ ` I I � . � \ $, DI-1 PI-2 2.62% 12 42 RCP 318.75 317.65 322.75 4.00 DI
32 .95 T \ III 1 I It \
325 86 T
326.88 r, A'�CE'SS EASEMENT AREA CI-1 PI-3 1.37 12 19 RCP 317.91 317.65 322.91 5.00 DI
� �O ) /0/ �
16MF '�jry 3 2 1 T I �� l j \ �B X003, PG 1695)
/ EL 27.35� \ , 3 UB�.IC' f0 OF CsL VE�?T \
/Z l // / 2'0' UBLIC 1 7Rp ASfME I�i I��= ��7 48 \ \ \ CI-6 CI-5 0.56% 12 18 RCP 315.40 315.30 321.65 6.25 DI D
� 3 7.28 T I \ � �I \ r--�.. � z
UT� EASEME \ \ I 'I I I I' \ \ \ \ CI-5 CI-4 0.60/0 12 42 RCP 315.30 315.05 321.65 6.35 DI
32 .33 T 325.36 CI-4 CI-3 1.78% 12 18 RCP 315.05 314.73 322.75 7.70 DI
I l �� \ \ Q
326. 2 T / \ � 1 �I I .....�.�� (�=\ \ \ \ a
AIL
l A/ r-- .1. \ CI-3 CI-2 0.51 l0 15 102 RCP 314.73 314.21 323.23 8.50 DI
/ / / �/ // / ! I ,,'�� \ \ \ CI-2 PI-1 0.91% 15 46 RCP 314.21 313.79 324.21 10.00 DI
5.12 T - \
321.8 T \ 19,57 T \ CI-7 CI-2 6.72% 12 36 RCP 316.63 314.21 322.63 6.00 DICIV
Q
,324.80 T 324.0 T l/ , 320.76 P
7
.QNSTRUCT[CJN DOCUMEN
24.fi0 T 323. 2 T 31. 1 T -5/
! � 21.95 _ - � �' .., 55' GROSS ACCESS
'- 2-3r61 320.41 `�,,, 318.61 T & UTILITY EASEMENT
25.39 1 \
9
jh
32 .15 T
20' PU LIC
UTILITY EASEMENT \ \\``\\\\\�\ �o `\ \ !�.. 1, �- _ r 4 OAK
/ l 41, 4"OAK
-co
�,� CREPE CB ,
l / / \\ e �'`S � r �•� . ��. MYRTLE TOP=310.45
/ / I I I INV IN(W)=304.51
3.,HARD WOOD -
1 `ti / / / \\ J05 INV OUT(S)-304.50 SDMH
ROPOS D BUILD G / / / 3 4.0 I I I I I`\ „ - , `` J TOP=304.19
/ / I I I l HARDWOOD 4''MGhAPLE INV IN(E)=299.95'
F 324.67' / j/ / \ 3 HARD WOOD �� �, ''' 32"RCP
, / } } l t ( �� ,, l �' MAPLE INV INN =297.01
/ 3 / \ - ~ ® �� � �. �-- iQ - INV OUT)W =297.27'
p \ 4 MAPL ( )
/00, 322 63 T � ii( j I\ ~�/ / ti 324.21 T l - I ! / �� \ , 3 HARDt9@D T��' o ~e s" � �
o°�'� �' 1 f \.1 I� ` '� � l �� 4 MAPLEAS
�^� �t� Ii I �---- \ 3 HARDWOOD ;''~�,, "' �,,� - �,- Jam, < ,
/ / / _ I I \ , 'f\ N/F ��� ( '�� ���. \4»MAPLE TOP=302.27
L III i i DARYL W. CADY / ' y `�� ��;-' / �,o\ INV IN(W)=297.27
325. 0 T CI 2 I , � •� 1 \ 1 - 7
l NV IN(S)=298. 2'
/ // l / f I PIN 1840213797 4„NAPE �, �u e �.>. '
4.4 T III / II �!- ' I I / / PB 2004 PG 117 �- y \ �Q !NV DUT(E)-297.30
/ 1 3 6 1 \ �c \
I <�/� OB 10727, PG 2125 �r ��,'�, \ ..\
T �; � / /� } ! iL( I ..�'' �� �.1'�� r ~�� �., < 8 TREE
/ J1 111 I / //�( ./' COMMERCIAL USE / \ -_ \ '
323.54 T / 3 .45 T /1 1 ( N III ` �o M�ARL� �`'.� / / no��`�` -.\ EA SEMEN T
i Il / / /� -- \ �' 32, T `�' ~`
NEI
- � ~� UNDERG UND DETEN ON SYSTEI�f d' / I /t,3��2 �\'\ cy ... / // �o � � \ ''► �' / -: �..�. ... . .
tNV=313.31,E-� 3s„ DETAIL SH & C7.05 / 1
RCp ll`�� 11 �l /lll lli `32 \ -3 / i - / __
/ tl l/l/ll///I ilI o -� /'/ l \\ \�. /li --- ` � C\ /� ~' -
it 11 11 l l 323.62
- --a_-.
/ ���\ ---317- = i% i /' '�% .�. CREEK �._ -- 3 OA K t�' \�U�'l� ~� ,�' ` CB
/// // / ��11 - _ �. ._._.--- ----- ,,......-- �i rr i%- .,:---- --``, -...r ►v � .., � �'��, g ...�,..� TOP=295.70
---.i - - ►v� o ~� � ,� INV IN(W)=291.13
5 � ce ® I INV IN(E)-291.05
\ f ,�.. I INV OUT(s)=290.81
ll/ ,/1 II IIIllllli// ,�� �� \�� = / / - -- -� z TOP=301.84 t r�, 29 �2
l/l f I I Ill III I �l I j�� _- _ --- . ° / l i 1 ,� III INV Our=299.03' .,
III it I I II I l I \ 13 BAR ... _ r \ I
- / ill{ I C
21
\ _ _ _ -_ _!-/// ONE 2 I
1n v=3o ,8jog �r r '' ' r' / 11�I�
wAft 303
5
SET
REVIEWED BY: BDS
DESIGNED BY: J FC
! ���\ ------ Jos_ 3os /-':��`� \ \ ,, i'� ✓ \// �L� , DRAWN BY: CPS
ZONE 1momomm-M DATE: ))r2 �a7
r ARE \
/ PROJECT NUMBER: 07-062
20' BMP MAINTENANCE GRAPHIC SCALE
ZONE 2 \
RIPARIAN BUFFER EASEMENT
40 o as ao so Aso
SITE GRADING
PLAN
r r
001
r 50,
N/F .__.
FRANKLIN VILLAGE, LLC ( IN FEET ) n
PIN 1840211477 1 inch = 40 ft3
PB 2001, PG 1972
DB 8236, PG 922
VACANT
NOVEMBER 2007

CIA
I- rn CIa a
LEGEND "' STUT► SE"OONUENct 0 pro
� 7 �
r , 1. OBTAIN APPROVED PLAN. A COPY OF THE APPROVED PLAN q F 0 m
r I TEMPORARY CONSTRUC7ION ENTRANCE MUST BE ON FILE AT THE JOB SITE. N077FY EROSION CONTROL w
r SEE DETAIL SHEET CZ02 AUTHORITIES OF PROPOSED STARTING DATE OF LAND � �'���` � �� � �x c CZ �
r` \\ DISTURBING AC77VtTIES SITE �'� D w
r \ h
r` 2. INSTALL TREE PR07EC77ON FENCING, SILT FENCE, PIPE INLET PROTECTION TRADE DR r"
r \\ TEMPORARY SEDIMENT TRAP AND ESTABLISH THE CONSTRUCTION ENTRANCE. CALL EROSION CONTROL
SEE DETAIL SHEET G7.04 AUTHORITIES FOR AN INSPECTION.NIF
�o
AIR LIQUIDE INDUSTRIAL US LP i TEMPORARY DIVERSION BERM/Df TCH
3. INSTALL, STABILIZE AND SEED THE CLEAN WATER DIVERSION ALONG THE
RAILROAD TO INSURE OFF-SITE RUNOFF BYPASSES THE PROJECT AREA.
PIN 1840226521 SEE DETAIL SHEET C7.02
DB 11477, PG 2361 4. INSTALL FILL WALL ALONG SOUTHERN AND EASTERN SIDES OF THEIL
Y - TEMPORARY SILT FENCE PROJECT TO CREATE THE DAM FOR THE TEMPORARY SEDIMENT TRAP. VICINITY MAP
ri �, SEE DETAIL SHEET CZ02 (NOT TO SCALE)
r
!/ r /{{{ l!// /` \\"� / / 5. INSTALL TEMPORARY SEDIMENT TRAP ONCE GRADES ARE 1N PLACE
/ / / • •• DISTURBED LIMIT LINE INSTALL DIVERSIONS TO DIRECT RUNOFF TO THE BASIN AS SHOWN.
, 1► TEMPORARY PIPE INLET PR07EC710N 6. INSTALL THE REMAINING EROSION CONTROL DEVICES PRIOR TO '
+?>
�OiSIDE-PARKING SETBACK SEE DETAIL SHEET C7.02 BEGINNING CLEARING AND GRUBBING. CALL EROSION CONTROL
/j k'_ AUTHOR1 TIES FOR AN INSPECTION. ;:
ll/ lam? �j�~� � �
/ At TEMPORARY INLET PROTE'C77ON
ll �J / { !{(� �, ♦ SEE DETAIL SHEET CZ02Z SEED AND MULCH ALL DISTURBED SURFACES.
I
ll \1
PERMANENT OUTLET PROTECTION 8. STRIP TOPSOIL, STOCKPILE TOPSOIL IMTHtN CONSTRUC710N LIMITS.
_....
MAINTAIN ALL INSTALLED MEASURES.
N SEE SHEET CZ02
EXIS77NG CONTOUR 9. BEGIN ROUGH GRADING.
/ ! /{ o- TEMPORARY CONTOUR 10. INSTALL STORM DRAINAGE SYSTEM AS GRADING OPERA77ONS SEALS
r { \\- --Y l \ \ ��, (TEMP. GRADES DURING CONSTR.) PROGRESS. INSTALL INLET AND OUTLET PROTECTION DEVICES
GLEAN WATER / I {1 I I I 1 / / // J I / \ \ AT NEW STRUCTURES AS THEY ARE CONSTRUCTED. PROTECT ALL
PROPOSED CONTOUR OPEN STORM DRAIN LINES UNDER CONSTRUCTION WITH STONE FILTER
DIVERSION
BERM/DITCH r` ///l ll� l/ / l\ I AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL SHEET CZ02. N NCE PLAN! r /�/ l/ l / . I I I LT FENCE I \ \ \ \ '®ewat®o�
(TYPICAL) / /// / // / i r ( II� I \ NORTH SEE
DE AN GREEN CZ0 CHANNEL 11. o®® CA
! i / l I CAL) 13T I \ \ \ `�,,,,, `� LINER SEE DETAIL SHEET C7,02 RESPREAD TOPSOIL, INSTALL SLOPE AND PR01EC7TON BLANKETS oo � �� �
{ \� ` \ \\ \ \ \ AND VEGETATE STEEP SLOPES AS THEY ARE ESTABLISHED. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE �•`® ®� S `` �,®
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
12. VEGETATE ALL DISTURBED AREAS WHERE GRADING ACTIVITIES _
i l / \ \�,�„]. I� \ RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE c'
/ \ \ I -I
r / ! / 1' 1 I I > EEK I I � � � HAVE STOPPED AND .WILL NOT CONTINUE FOR MORE THAN 21-DAYS.
C( `� I {)I 1 I " EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
/ r / ) A l l{ l ! w I \ \ I\ 114 \ {/ -,} µ % MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES TO MAINTAIN ALL MEASURES AS DESIGNED. 04U
! /`//!j / �! �f l//�l l ! / ,I 1 , :} 1 I I 111\ \ �� z 13. THROUGHOUT eoNSTRucTION. i ®®
/ /::> 2. REMOVE SEDIMENT FROM TRAPS OR BASINS WHEN STORAGE CAPACITY ENGINE �` •`
r // J J/ !l� ` TEMPORARY \ I I I \ 1 I I ` I I cI HAS BEEN APPROXIMATELY 5090 FILLED. ®`
I 1 \ 'i I I I II 14. CALL FOR INSPECTION OF STABILIZED SITE. IF APPROVED, REMOVE ®,'9 ®� o%
TOPSOIL \►, I I I I II \ I -I I `� ALL TEMPORARY MEASURES AND SEED AND MULCH DISTURBED AREAS ®iyN D. SPA ®o`o
STOCKPILE �` \1 III ( III I I IIII - 3. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES �tt®t/1iiN®`®® r�,�w7
LO A770N I II \ 6-INCHES A T THE FENCE. REPAIR SILT FENCE AS NECESSARY TO "l
q I,
! /r �% / / /,�`f�ijJ/� ! j ® J J J 1 I►\ \\\ \ .: \\` �\ \ c�v �j� I + II � MAINTAIN A BARRIER.
,/ / �/ /j/ r / 1 ►\ \ \ \\\ --317Q III 1
K.' 4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS
f NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS
Jo , ///�/ •�l J'r// Jl j � I I' 1�� �\ Q (� I I \ \ TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH.
DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER OR OTHER REVISIONS
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION SHALL 5. MAINTAIN TREE PROTECTION FENCING THROUGHOUT DURATION OF
r a r 1 y, BE PROVIDED ON ALL DISTURBED AREAS WI THIN 21 CALENDAR DAYS CONSTRUCTION.
`� l I \ \ \ NIF FOLLOWING A TEMPORARY OR PERMANENT STOPPAGE OF GRADING
1 1l \ \ I I I'i
I( � I °' Z � \ MLA PROPERTIES, LLCN A SPECIFICAREA. 6. REMOVE ACCUMULATED SEDIMENT FROM POOL AREA AT PROTECN F / , /l IeF ` I o \ PIN 1840223131
FRANK IN V A / --� 7 /j{ �> l l l `�' WO I I I / � I �I�I \ \ \ INLETS TO PROVIDE ADEQUATE STORAGE VOLUME FOR NEXT RAIN.
L VILLAGE, LLC / 7 / ' I I I I cn �� \ \ \ \ PB 2003, PG 1695 2. FINAL PERMANENT GROUNDCOVER R OTHER SURFACE TA t 1 ATI N
PIN 1840127176 -� / / !/ !! //:, { / / / , ` ` \ .{ I W R,) I \ \ 0 0 E SU CE S B L Z 0 REPLACE GRAVEL WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY.
/ / r / /. 2 / \\ \ ( I O ` \ \, DB 11188, PG 1316 SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED ON ALL
DB 8236, PG 922 "\l � r//! ! !!! /// ! l l \ \\ , ' � n � ��\ \ \ \ COMMERCIAL 4\ / r!! j ! ` ! !! / / r \ `\` \ \ \ \' \\ 5� \ USE DISTURBED AREAS IMTH►N 21 CALENDAR DAYS OR FOLLOWING Z TOP DRESS CONSTRUCTION ENTRANCES WITH CLEAN STONE AS
COMPLE710N OF ALL CONSTRUCTION ON THE PROJECT. NECESSARY TO MAINTAIN PROPER FUNCTIONING.
TEMPORARY PIPE 3. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR 8. REFER TO SPECIFIC DEVICE DETAILS FOR ADDIT70NAL
<� INLET PROTECTION TEMPORARY STABtL1ZA7ION DURING THE ESTABLISHMENT OF MAINTENANCE REQUIREMENTS.
/ \
` '; - l / \ MUST REMAIN PLACE VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER).
\\ UNTIL PIPES ARE INSTALL MATTING PER MANUFACTURER'S INSTRUCTIONS.
REMOVED.
A C S EASEMENT AREA
1 \.. � I
A� IX I I \ _.: 1 �r' ,( ,� \ (`�C18 003, PG 1695) GEN ff"'AL N"TES
` \,, LI Y. ASI ME I�I \ �� \ \ \ \ \
zo PUBLIc 1 \ °� I I \ 1. THE GRADING CONTRACTOR SHALL COMPLY W►TN ALL STATE AND
UTc�I EASEME T ` LOCAL CODES IN OBSERWNG EROSION CONTROL MEASURES BOTH
ON AND OFF-SITE
v ~` � \ 2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONT
ROL
SILT FENC DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL
/ -- h.` ��
(TYPICAL) \
L ~- �� \ ( AurHORtTrEs OR THE ARCHITECT:
J. 774E GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
!r! ! !!! AP/ l ..r DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
1
CONSTRUCTION GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING
T
ls!/ / IN ET PRO C ON l �' ENTRANCE 55' CROSS ACCESS ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR O�STRUCTIC)N DOLIMEI�
// / // I I - \ WASTE AREAS.
l/r -I-- 4- _ _ __ -(API t ® ::: & UTILITY EASEMENT
F .
4. DENUDED AREA: 3.0 ACRES.
5. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY TRACKED
SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED BY
�,�
1 8 ► CONSTRCU77ON TRAFFIC. 774E OWNER RESERVES THE RIGHT TO REQUIRE
THAT A WASH STATION BE INSTALLED AT NO ADDITONAL COST IF
.r
l J Al l J l l ( ( ! 10N I \ � :� �1` C �. PAVEMENT AREAS ARE NOT KEPT CLEAN.
20 PU LIC / I I (
UTILITY E,0EVENT kiV
� I �� � �\ \��\ / \ � \ \ \ �•.::vim<:� �.�,� /-- �:� ..���
/ _ / I l I \ \ \ \ S►ICt FEN
/
/ f / / ! :, 1 \\ \\ 305
TEMPORARY PIPE=s BU.ILD�
CLEA MUSF324.67`/ INLET PROTEC7IONN WATER T REMAIN IN PLACE
... UNTIL PIPES AREDIVERSION .p INLET OTEC770
/ o %,
BERM DITCH YPICAL) ' , �
�-
a
C ,�pREMOVED.(TYPICAL)
/
Ali:
oo �' � l /' / / r== = l I I I I I j � 4 \ \ I \ �-�. �,`•.,�,,,.��� �. � � ..� �...- �.....� -....r
D►vs1oN �, / / / 1�I I I '/ I 1 l\ _ _-� Jr
su T� BERG/DITCH / t /// �� III 1 ,\\ NIF
\ \
!
(7`YPtCAL) DARYL W. CADY
PIN 1840213797r
PB 2004, PG 117
11� p( I I C ILI I , DB 10727, PG 2125 i i� ,
./� COMMERCIAL USE `�-�.``� \\,�.,. \�`� / � `�' '` `� 8 TREE
�{ �/ / '� °:.�;,-.-.-- ---•, . �// - � I I O EA SEMEN T
SION / /j//// /� -.: i 324 I I ''f::};"l I I I / `� IIII '0' � �`` �' �; �' ~~ \
BERMIDITC ll/r// //// - C I I I + I� / / / I
/// /// - I //�, OUTLET PROTECTION ~` \�\ \ @� // Q '` \
(TYPICAL) { / f!/ / // 3�2 :r+ J. / // ~' 10'L X 6'W X 26"T
t f / I � // �-/ / / o� CLASS 1 RIPRAP
01111 /Im/p
301
CREEK 1�p
� Oki
/// ///�j /.1 /// IIII \ \�`,� --- _ -% - -- '` N _ � `��
11 ,IIII ll !f /I/�li l/. { � �`- 315 \ 1- ;_
rt ! ill full / /I/ 1 � .�- �: \\\\ -.�..--__=.-=_-�.�-�r���--_---__---_---..-- -- / / / � \ � / � ti b �.�~`�•� i
ll{ 11 1I llll{{11111
Ill 11 Il Ill'111{ �l /,, r �.
}: / w
l{{I' 3 3 �R �£ :-w:�::: .�-- � - ---- --...,'''/�// { I <<
�-
,� 11 Ill��l \\ \\1 1\ �, , �� -----__--�- ----�.=--�.�.� -____. .,�. ...... ... t © 1 / III �► � .. � 1
•.:::C1NE
TYP -� =- --/ - / / 11
�qq �� f r -< -_ =` ZON f / )))ILA CHANNEL #1
�f, \ Ln_ E o,�__---"
SET
B -,
_ \
\ \'X // 1 a PERMANENT LEVEL SPREADER 1 REVIEWED wl za �. l�s
\\\ - DESIGNED BY: JFC*
3 3p '� �` I �'f�--= Jam/ \ SEE DETAIL SHEET CZ02
L__._� DRAWN BY: CPS1' ZONE - \ \ j \ r ��
DATE: I I l2t?/'07
/ PItOJECT NUME3FvK: 07-062
2 20 BMP MAINTENANCE GRAPHIC SCALE SEDIMENTATION
, ZONE �_ , _ EASEMENT
RIPARIAN BUFFER 40 a 20 ao so isa AND EROSION
/r CONTROL PLAN
NIF 00000"-
FRANKUN VILLAGE, LLC ( I FEET
PIN 1840211477 1 inch = 40 it. 0
P8 2001, PG 1972
DB 8236, PG 922
VACANT
NOVEMBER 2007

INV=329.25'
GENERAL NOTES UT/L/lmr/ LEGEND
cl 1, tn C"I
�r to
E PROPQSE.D EX15TINQ �QS� �.! � �� M
1. ALL UTILITY CONSTRUCTION METHODS, MATERIALS AND TESTING ,, O ,n in Iti _ IP, tr
OVERHEAD LIGHT POLE LP
C4 = �� �r> _:^a �j m f -7 -m
�t �t
SHALL BE IN ACCORDANCE WITH THE TOWN OF WAKE FOREST r , ELECTRICAL Q F � f y. . � ,� � � u V
AND CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. i , UNDERGROUND rCz
' UTILITY POLE _j ti
2. INSTALL WATERLINES WITH A MINIMUM 4-FT OF COVER AND PROVIDE !,' ,, ELECTRICAL LIE SITE ��fiRo H
MH
MANHOLE ^!
CONCRETE THRUST BLOCKING AT ALL BENDS AND TEES. , , FIRE PR01�.•G nON --------FP-------_ FP � HERITAGE .�
J. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH /' TRADE DR
1� CLEAN our o GO _
w GAS -------- G -------- (; ;:..:.:;:
UTILITY COMPANIES AND OTHER TRADES INCLUDING: NATURAL GAS,
�s
ELECTRICITY, TELEPHONE AND CATV. N F I �Q : ,'..
,,moo I SANITARY SEWER --------5s-------- ss DROP INLET,CA TCH BASIN ®= CB
AIR LIQUIDE INDUSTRIAL US LPEl
4, VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING PIN 1840226521 __ FH
UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY r DB 11477, PG 2361
TELEPHONE -------- T ------ T FIRE HYDRANT -C- - .:
DISCREPANCIES ARE DISCOVERED. ' , ,,
UNDERGROUND
r , --------UT-------- UT WATER VALVE VICINITY MAP
TELEPHONE
NOT TO SCALE
5. REFER TO GRADING PLAN FOR STORM DRAINAGE SCHEDULE: ' �'`
' THRUST BLOCKING NIA
r , WATER ------ W-------- yy
6. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING
w >
CONSTRUCTION AND SMALL MAKE REPAIRS AT NO EXPENSE TO THEFORCE MAIN --------FM-------- FM �.
0 ER. ,r `\ 1 Q SIDE PARKING SETBACK
/ STORM DRAIN
ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC
AND OSHA REQUIREMENTS. i �? , INV- 9.25'
-
J % �
.
N
/ N
r o N n
u? ray�
z ' �, SEALS
774E FROPOSED SANITARY SEWER SHALL BE 114CASED IN o ,.
CONCRETE WHERE IT CROSSES THE EXISTING METAL EXISTING GRADE
/ 325
CULVERT, 30 CENTERED EREa VER CROSSING. 325
CA QC/ Rio
s AV
r Q p
REEK �`'` -tiI op
go
'` o w PROPOSED GRADE ,,,--''"" _ = S
+r:
493
r
so
op
' 0 320
,O I ca 320 k N »
36 77 LF 8 PV 96 LF-8 Q %�ov
COVER .-SEE PIA VIEW FOR__ ®�®RaaaaaBa®�t tin 1�1
f c,, UATION-
:<.:;.::
y » P C 2'2 :<::... ,` WATER N
_ p ,
M q o
' ' M
a�
/ 2 N
I II 1
P S
8
PO ED
1 MIN `
4 ^
r
45 EXISTIN VERTICAL
� G
...... ... ..
::::.:. u7 CULVERT PROPOSED
` t II II
°pz 8 12 RCP
oa 7
REVISIONSPROPOSED b„DIP INV=31538 315
w t1l JOINT DUCTILE IRON PIPE MIN.WATER MAIN» PVC
-
N/F 1.58% Lo p
i 1 z MLA PROPERTIES, LLG00
^
NSF r / p PIN 184 .- Z
FRANKLIN VILLAGE, LLG j ! - M Do 3
' �' 0223131 q
/ '_-4 v) PB 2003, PG 1695
PIN 1840121176 i ! m m-� DB 11188, PG 1316cWt
DB 8236, PG 922 �\ `! 1 FCDC, '4 ' COMMERCIAL USE Ch
z
Z
!rl 310 ^ 310
r / CONTRACTOR SHALL EXERCISE DUDILIGENCE
/ , I E DURING
Cr� ! CONSTRUCTION TO DETERMINE IF STRUCTURAL COMPONENTS to
ARE PRESENT IN THE VICINITY OF 774E EXISTING CULVERT }
! / ' AND HEADWALLS
/ zz z y z
!1 SSMH #4
1 RIM=322.40' ` ACCESS EASEMENT AREA
INV IN=318.60` MB 2003, PG 1695
r °' ' TOP OF CULVERT ( ) DATUM EL E\! DATUM EIEV
! INV OUT--318.40 30.. PUBLIC - 305A0
20' PUBLIC UTILITY EASEMENT EL=317.48 ADJUST 305.00
/ 1 tEXISTING
f UTILITY EASEMENT ` SSMH #3 UTILITIES TO BE
! ' I R►M=320 fi � _ . FLUSH WITH NEW
,INV IN=317.95 SIDEWALKS
Ill_QUT=317.751 u
!! g I- SSMH #2
1 / B RIM=.18.31'
i K .1 - INV IN=315.01'
t A( - _ CI- INV OUT=314.81 10+00 11+00 12+00 13+00
� t ��'� � „ PV a
!! w w 6" DIP w _--
f ! 6°' DIP •-2°' COPPER WCI-5 W '�' - �g"° ••�„ ' ONSTRUCTION DOCUMEN
! / y y _ _ _ y �, 55 GROSS ACCESS
F 1 `C ® & UTILITY EASEMENT
F I 4 q (��'C'
! / ------ G � ' ' _ '� EX SSMH #1
!>! 4" DIP L _ "' --- +t7i,Q G � ;�~ �` I �
a ( w
IN V IN 3 4.12'
t / Cl- .�=Ci-4 � .__ -- r�� ,�� INV OUT=313.98'
NEW INV IN=314.18
20' PUBLIC ___ - l /R SSMH
1 l,,W 8" pV RIM=310.74'
E UTILITY EASEMENT I I ,
/ L
�• `� INV IN=306.52
/! ( ' SS 5 B '� �,,��. o SSMH
/ RIM fi=' ��\1 `��� ��~-. ''� INV OUT=306.37 RIM=310.74'
! INV=319.53 ( C
! I ( INV JN=319. 6 ����`` ���~�,•�,� ~~•.. CB INV IN=298.20'
! / INV OUT=31 .06' , ������ ���� '`� �` TOP=310.45' INV OUT=298.11'
.� ``•• � INV (N(W)=304.51
INV OUT(S)=304.50' SDMH
1 ! / PROPOSED BUILDING H D
TOP=304.19'
fi" PVC INV fN(E)=299.95T
! FFE=324.67' C 32"RCP
r' �•. ~4a . ~�. \��A INV IN(N)=297.01
! �� �����. G ❑ -- `--'�� INV OUT(W)=297.27
1
!! SOO,
4/0 L
N F �' r �~ `~ '~�` � f8� G, GB
! f p\ TOP=302.27'
t / C►-2 ! o / , DARYL W. CADY ` _ �f r ~1,\ O- ,
! , PIN 1840213797 �-- �� , __ �` '° INV IN W -297.27
t/ DI-1 � I _,.+ PB 2004, PG 117 -m-�� `' ��� � _ /� S 3 ~�� INV INV I N(S)=298.72'
1 / o �' 000001,
� DB 10727, PG 2125 `� fit
S \�� \ OUT(E)=297.30
t l ,� COMMERCIAL USE
1 -+ 8 TREE
EASEMENT
00000,
t I UNDERGROUND DETENTION SYSTEM
PI-1 KE N(00)TES
IN V=313.31'0:- ��" {1 SEE DETAIL SHEET C7.05 » ~ a
-- '-�- �' _ -� ( ' A FIRE HYDRANT ASSEMBLY SEE DETAIL SHEET C7,03 ,> �18 RCP �.
1 / Pl 3 Ica F -- -
.,..,.. -... 1 / �. �„ - F ,� _r- ..� -.,,. � ••� 3�to •.
L THRUST BLOCKING, TYP, SEE DETAIL SHEET CZ03 d
1 ` 4' DIAMETER SANITARY SEWER MANHOLE, SEE DETAIL SHEET C7.03 ; �' - '"C��` -�
- CREEK 6' GB �.
1 INV-31 .14 ! ►v © o a EXTEND SERVICE TO WITHIN 5'--0" OF BUILDING WALL. REFER ~ ` ~~\� .' 5�. TOP=295.70'
1 � �A A � o � �. � E � -� `,.,�/ �,... . INV IN(W)-291.13
1 z TO PLUMBING PLANS FOR EXACT LOCATION AND INVERT ELEVATION. �\ INV 1N E =291.05
40 PUBLIC "�. ry CB INV OUT
l UTILITY EASEMENT TOP=301.84 S (S)=290.81'
C OE EXTEND WATER MAIN TO 12-1N ABOVE FINISH FLOOR FOR FIRE INV OUT=299.03 PROTECTION CONNECTION SEE DETAIL SHEET c7.03. COORDINATE
c
WITH FIRE PROTECTION CONTRACTOR FOR EXACT LOCATION.
`�- ZONE 2 BACKFLOW DEVICE TO BE LOCATED W77HIN RISER ROOM, REFER TO I`
t INV=309.08' FIRE PROTECTION PLANS.
I f 36"RCP
t F FIRE DEPARTMENT CONNECTION, SEE DETAIL SHEET C7.03
t \ ZONE 1 (�---50 ---------- 2" WATER METER, SEE DETAIL CZ03. DOMESTIC BACKFLOW DEVICE SSMH
t ~`" -- --_ ____ TO BE LOCATED WITHIN RISER ROOM, REFER TO PLUMBING PLANS. RIM=296.05'
INV IN=289.79
!t .-.... ?4 SIDE PARKING _SE TBA K .---- � -- ' INV OUT=287.45'
`� OH CLEANOUT, SEE DETAIL SHEET C7.03.
1 TAPPING SLEEVE AND VALVE ASSEMBLY, SEE DETAIL SHEET CZ03. REVIEWED BY: s
t , MAY OPEN CUT OR BORE AND JACK. OBTAIN FINAL DESIGNED Her: ,rF
t , APPROVAL AND COORDINATE WITH 7HE TOWN BEFORE ANY DRAWN BY: CPS
t
1 ZONE 1 CONSTRUCTIONY.IN ROAD RIGHT OF WA
!t CL CREEK �� DATA:: 11/20/07
2" DOMESTIC SERVICE TAP, SEE DETAIL SHEET C7.03 PROJECT NUMBER: 07-062
� _ ZONE 2 F
20' BMP MAINTENANCE , GRAPHIC SCALE
1 EA SEMEN T
RIPARIAN BUFFER --�. fi" X fi" TEE.
SITE UTILITY
1 40 020 40 80 160
rl STORM CATCH BASIN, SEE DETAIL SHEET CZ03 PLAN
N/F 50 , M STORM MANHOLE, SEE DETAIL SHEET C7.03
FRANKLIN VILLAGE LLG IN FEET
PIN 1840211477 STORM DROP INLET, SEE DETAIL SHEET CZ03 I inch = 40 ft. °
PB 2001, PG 1972 5 0
DB 8236, PG 922
VACANT
iv C1�V'E1°�I3E�. 2�07

ta'
cc
O � ca
` N -t CO Q _r -, C? c. ,n — M
'O pp 1� - M
Town of Wake Forest Landscape Notes
147 2 f J obi, C U - p
M rJ ,^J m 00oo W ; MM
Q to ,n �--� 1. 1., "a to to
1. All existing trees and shrubs designated to remain but are damaged or destroyed will be / / • .
s 7
t CJ o ca -•s --s O
replaced in like size and kind by the contractor. t � �
Q F� ? a? <s' rsi c� a 1a
2. It shall be the responsibility of the developer and/or property owner to ensure that all t
R _
landscaped areas,buffers,fencing,and Tree Save Areas are installed and maintained in good
SITE �o N 0 x
growing conditions,appearances,and usefulness. � �
planting P Y P p P EXISTING / Dv ` Do NOT WRAP TRUNK. t �
3. All lantin materials specified b the landscape Ian shall be installed prior to the issuance / AVOID PURCHASING TREES WITH TWO LEADERS C of the Certificate of Occupancy.Exceptions may be granted by the administrative officer upon / �� N/F MARK THE NORTH SIDE OF HERITAGE r,
THE TREE IN THE NURSERY OR REMOVE ONE AT PLANTING. OTHERWISE, DO TRADE DR
VEGETATION. t ,, AIR LIQUIDS INDUSTRIAL US LP NOT PRUNE TREE AT PLANTING EXCEPT FOR _
petition by the developer of the project.The petition must state the reason far the exception t AND LOCATE TO THE NORTH
and the new planting schedule to be followed.Exceptions may be ranted for period of one RED OAK / PIN 1840226521 IN
g P THE FIELD. SPECIFIC STRUCTURAL CORRECTIONS. c
F'
t R
D 1 year du HICKORY B 11477 P e to the RY G 23 unavailability of the s 61 s( }Y specified plant material and/or w
Y P P Bather conditions that
OW OAK �.
prohibit the completion of the project of jeopardize the health of the plant material.Granted WILL
TULIP POPLAR / ZONED - I TRUNK FLARE AND TOP OF ROOT
DO NOT STAKE TREES EXCEPT WHERE
exceptions shall be secured by a performance guarantee,such as cash deposit,letter of credit, ' SPECIFIED
SYCAMORE / , BALL SHOULD BE AT GRADE IN q ED BY LANDSCAPE ARCHITECT.
LIGHT IF STAKING IS NECESSARY USE TWO
WELL. DRAINED SOIL, UP TO 4
t
or other reasonable collateral t
M..
4. Plantings installed to meet the baseline vegetation requirement and other requirements shall PINE SAPLINGS 1 MANUFACTURING � OPPOSING STAKES WITH SEPARATE
INCHES (10 CM) ABOVE GRADE
IN POORLY DRAINED SOILS.
FLEXIBLE TIES. REMOVE STAKING
/ , AT END OF FIRST GROWING SEASON.
VICINITY MAP a�
be chosen from the Official Planting List as outlined in the Landscape Standards Section of the
Town of Wake Forest Zoning Ordinance.Substitutions may be made only by approval of the / �. , NOT TO SCALE
Administrative Officer. t ( '
/ WIDTH OF PLANTING HOLE IS 3 3 (5 CM) PINE STRAW MULCH. DO NOT
5. At the time of planting,all trees shall be a minimum of two and one (2'/)inches in t TIMES ROOT BALL DIAMETER IN
PLACE MULCH IN CONTACT WITH TRUNK.
caliper and eight(8)feet tall. /t �``�`~�.� HIGHLY COMPACTED OR CLAY ?.
SOIL. 2 TIMES MINIMUM IN -4" (10 CM) RAISED RING OF SOIL TO
20' TYPE B' BUFFER ALL OTHERS.
DIRECT WATER INTO ROOT BALL.
6. At the time of planting,all shrubs shall be a minimum of eighteen(18)inches in height
measured from grade,and a minimum crown width of fifteen(15)inches,or as specified in the t ,..:.
/ �`- E N P"EASE
:.
latest edition of the American Standard for Nursery Stock.Shrubs required in a buffer shall be
ESPECIALLY IMPORTANT IF TOP OF ROOT S"] E P 111BALL IS RAISED ABOVE GRADE.
LA ..
a minimum of three(3)feet in height at planting and shall attain a mature height of six(6)feet LANDSCAPE ARCHITECTURAL SERVICES .....
DIG WIDE PLANTING HOLE WITH BEFORE PLANTING, ADD 3-4" (7-10 CM)
OF WELL-COMPOSTED LEAVES, RECYCLED
or more. /
TAPERED SIDES. .. ::
t 1609 Phelps _
e s West Road 1
YARD P (
9 9 612 6851 ..... ::
RD WASTE } ......OR OTHER COMPOST
�� OS 0 TILL ...
7. Outdoor storage,loading,service areas,and at grade mechanical units shall be screened � t
by evergreen plantings of sufficient mature height and spacing to completely screen them from / �33 � � "
/ fa'; >1� INTO TOP 6 (15 CM) OF PREPARED
Fu ua -Varina
public rights-of-way and adjacent properties. � t .
- 9 Y
``�,.. SOIL. ADD COMPOST AT 20 35 Y. X B VOLUME
•CUT BURLAP, ROPE, WIRE BASKET T4 BACKFlU.. .::.::::.:::::::.:.:...
t North Carolina 27526 t o .a
8. All planting areas that are adjacent to parking or vehicular circulation areas shall be � AWAY FROM TOP AND SIDES OF w pe se(aearthhnk.net ;:;...
protected from vehicular intrusion or damage from excessive vehicular lubricants or fuels. t/ _ X
ROOT BALL. EXTEND STAKES INTO UNDISTURBED SOIL
9. Landscaping shall not obstruct the view of motorists using any street,parking aisle,private / 4-6 10-15 CM DEEPER THAN ROOT BALL
( )
driveway or the approach to any street intersection so as to constitute a traffic hazard or a 1J FOR LOWERED PLANTING HOLE AS NEEDED
�
condition dangerous to public safety. / ., y WITH POOR DRAINAGE. SEALS
10. Where buffers and screens are required,the Town of Wake Forest inspector may require V PACK BACKFILL SOIL AROUND BASE OF ROOT
/ SET BALL ON UNDISTURBED SOIL BALL TO STABILIZE. ALLOW REST OF BACKFILL
WIDTH OF THE TOP OF THE. 11 i t t t
supplemental plantings based on actual field conditions. MOUND TO PREVENT SETTLING. TO SETTLE NATURALLY OR TAMP LIGHTLY.
11. Property owners will be solely responsible for salvaging or replacing any fences,walls, // 10' TYPE 'B' BUFFER HOLE TO BE 3 TIMES THE
landscaping,sprinkler systems,property improvements or other amenities within the /
/ � ROOT BALL WIDTH IN CLAY
®
rights-of-way,drainage or utility easements that are impacted due to maintenance. t IF PLANTING HOLES ARE DUG WITH SOILS
A LARGER AUGER, BREAKING DOWN
12. The Contractor shall schedule apre-installation conference between the Landscape t F
/ THE SIDE WITH A SHOVEL CAN 9do
Contractor and the Wake Forest Planning Department.All plant material shall be on-site at the / ELIMINATE GLAZING AND CREATE p /�q e PLANTING
••
time of the scheduled conference.Plant material shall be subject to inspection and approval / ' y TYf-"I l.►AL TREE o'
t THE PREFERRED SLOPING SIDE. �, 403 7-1
upon delivery for conformity to specifications.Please contact Lisa Potts at(919)554-6143 for / -- ( .y I l
t
J L I PLANT LIST = �� y`'
conference scheduling. t
tP), �
/t EXISTING WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL 4/
�
' LIKELY SHARE ROOT SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6" PARCEL SIZE: 200,42o SF KEY QTY PLANT NAME SIZE '�°��4y �P �S
/ 5.' TYPE 'B' BUFFER I � VEGETATION: (10-15 CM) OVER THE ENTIRE AREA. °°,,� E ``%
N D.f 1� RED OAK FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL BRACKEN BROWN BEAUTY MAGNOLIA 2.5" CAL
�osesl�lll/le`
HICKORY ROOTS OUT of THE OUTER LAYER OF POTTING Sat., THEN CUT' OR PULL APART TREE CANOPY COVERAGE BBBM 2 MAGNOLIA GRANDIFLORA B -- 'G . BR. BEAUTY 10 12 HT WILLOW OAK ANY ROOTS aRCLING THE PERIMETER OF THE CONTAINER.
TULIP POPLAR. REQUIRED: 1 CANOPY TREE PER 5000 SF=40 BBL 208 BIG BLUE LIRIOPE 4„
SYCAMORE DURING THE DESIGN PHASE, CONFIRM THAT WATER DRAINS OUT OF THE SOIL. USE 1 UNDERSTORY TREE PER 500o SF=40 LIRIOPE MUSGARI 'BIG BLUE' POT
LOWERED PLANTING HOLE DEPTH AND DESIGN ALTERNATIVE DRAINAGE SYSTEM AS.
/ 1 . PINE SAPLINGS REQUIRED. .. _. _ EXISTING: . $0+CANOPY TREES
CARISSA HOLLY 15-18" SPR
THOROUGHLY SOAK THE TREE ROOT PROPOSED: NONE CH 45 ILEX GORNUTA 'CARISSA' 3 GAL
/ o ' 0 BALL AND ADJACENT PREPARED SOIL SEVERAL O FOR THIS REQUIREMENT
/ o ` TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT CURLYLEAF LIGUSTRUM 18-24 HT REVISIONS THE FOLLOWING TWO SUMMERS, CLL 60
LIGUSTRUM RECURVIFOLIUM 3 GAL
/ CHASTE TREE 8' HT
� `-"""-'- THE PLANTING PROCESS IS SIMILAR FOR.DECIDUOUS AND EVERGREEN TREES. BUFFERS CT 3
PARCEL ZONING: HIGHWAY BUSINESS LAND USE CLASS 5 _
N/F / N/F ( ) VITEX AGNUS CASTUS 25 GAL
ADJACENT ZONING: CHINESE PISTACHIA 2.5" CAL
t "' MLA PROPERTIES, LLC CID 6
FRANKUN VILLAGE, LLC ���`
PIN 1840121176 J S` ` PIN 1840223131 WEST SIDE: O&) VACANT PISTACHIA H 10-12 HT
j PB 2003, PG 1695
(VACANT) C INENSIS
OB 8236, PG 922 ��\ / o BUFFER REQ'D: ONE HALF OF A 10'TYPE"B DeGR00TS SPIRE ARBORVITAE
DB 11188, PG 1316 3" PINE STRAW DSA 13 5' HT
ZONED - 0&I o i p I MULCH
BUFFER PROV'D: EXIST VEG SATISFIES REQUIREMENT THUJA oCCIDENTALIS 'DeGR00T'S SPIRE'
VACANT ! ZONED _ He 4" EARTH ILEX VOMITORIA 'SCHILLINGS'DWARF YAUPON HOLLY - "
NORTH SIDE. I (LAND USE CLASS 8) DYH 24 3 GAL
(3)CT TURF SAUCER 15 18 SPR
FLEX-WAREHOUSE BUFFER REQ'D: 20'TYPE"B„
'
� GSP 13Q GREEN SHEEN PACHYSANDRA
TOP OF ROOT BALL AT BUFFER PROV'D: EXIST VEG SATISFIES REQUIREMENT PACHYSANDRA TERMINALIS 'GREEN SHEEN' 4°' POT
TRENCH FINISH GRADE. REMOVE ( } CLIMBING HYDRANGEA
+. (6)cP ` DRAINAGE BURLAP AND TWINE FROM NORTHEAST SIDE: HB LAND USE CLASS 6 HV 13
! TOP 113 OF ROOT BALL. BUFFER REQ'D: 10'TYPE"B" HYDRANGEA PETIOLARIS 3 GAL
! / TURF
FINISHED BUFFER PROV'D: EXIST VEG SATISFIES REQUIREMENT IH 39 INDIAN HAWTHORNE 18-24" SPR
/! 10' TYPE 'B' BUFFER GRADE �� �� SOUTHEAST SIDE: HB(LAND USE CLASS 6} RAPHIOLEPSIS INDICA 3 GAL
t' I BUFFER REQ'D: 10'TYPE"B" MCM 3 MUSKOGEE CRAPEMYRTLE - MULTISTEM 8' HT
1 , (1)NO ' NOTE : SOIL BACKFILL MIXTURE LAGERSTROEMIA X MUSKOGEE 25 GAL
/ (11)DYH (1)No ' PLANT PITS ONLY FQR — 1 PART GROUND PINE BUFFER PROV'D: EXIST VEG SATISFIES REQUIREMENT
z
! REQ'D (10)DYH BARK TO 6 PARTS SITE SOIL NCM 1 NATCHEZ CRAPEMYRTLE - MULTISTEM 8' HT w
!/ .< (REQ'D) (REQ'D} SINGLE PLANTS. FOR r SOUTH SIDE HB(VACANT} LAGERSTROEMIA X NATCHEZ 25 GAL
/
OTHER PLANTING PREPARE NUTTALL OAK 2.5 CAL BUFFER REQ'D: ONE HALF OF A 10'TYPE„B„ �
774E ENTIRE BED AREA, OR BUFFER PROV'D: EXIST VEG SATISFIES REQUIREMENT NO 5 QUERCUS NUTTALLI 12-14' HT
TRENCH FOR HEDGES „
MAKE HOLE 12 WIDER ON TURF BALL -!- 12 NPH 50
!! ,-- — ~ �� " ALL SIDES THAN ROOT ILEXDCOR�IUTAONEEDL POINT' 18-24" HT
(1)BBBM �� - — _._
BALL DIAMETER STREETYARDS E 3 GAL
NELLIE STEVENS HOLLY 4-6 HT
THERE ARE NO STREETYARDS WITH.THIS PARCEL NOT NSH 1(3)DSA (1)DSA (1)DSA '(1)DSA
` ILEX x NELLIE R. STEVENS 20 GAL
(18)IH !! + (60)GSP (20)GSP (40)GSP (10)GSP , RESTRICTED BY THE NEUSE RIVER BUFFER
� TYPICAL SHRUB PLANTING 1//! OGM 7 oCTOBER GLORY MAPLE 2.5" CAL ONSTRUCTIONDOCUMEN TURF E -
ACER RUBRUM 'OCT. GLORY' 12-14' HT
~ OFF-STREET PARKING i €. . . . . . OVERCUP OAK 2.5" CAL
� . . . . . . . . . . � � SPACES: 42
00 5 QUERCUS LYRATA 12-14' HT
t,
(1)NSH / TREES REQ'D: $
!! (1)OGM /
(2)DSA ! r
TREES PROV'D: 11
(40)BBL !! (5)NPH I
! / (5)NPH (3)MCM -- _ ____ - / �a NOTE. PLANTINGS SHOWN ON PLAN THAT ARE NOT REQUIRED
( }
(13)HV 5 NPH
/ (5)NPH I (18)►H _ _ `� t ` ���� BY THE TOWN ARE MEANT TO BE A GUIDE FOR THE OWNER'S
(1)DSA o ( ' �� ���� 4 OAK CONSIDERATION FOR AESTHETIC ENHANCEMENTS.
(20)BBL ( I (1)OO � �"�..,�,,, `"` ���� „
(3)OGM
a (9)CH 4 OAK
{5)RL ...� -�,.
! / (1)NCM I (REQ'D) 4„MAPLE '�' � CREPE
! o ` �.. MYRTLE
i
5' TYPE B' BUFFER / (1)Dsa �.. � ���'~�. NOTES:
(25)BBL ; �: �.,� �` ���.��~`'�•. 3 HARDWOOD
!! (5)NPH 3"HARDWOOD ~1~�e
1. ALL DISTURBED AREAS OF THE SITE WILL BE MULCHED OR
3 HARD WOOD �- ��� ``� 4 MAPLE � „
�` �; �` 4 MAPLE PLANTED.
" (1)DSA :` ' �,
2.TURF WILL BE HYBRID BERMUDA OR FESCUE AT THE OWNERS
EXISTING .:: .
/! / (25)BBL (3)IH 4„MAPLE '�
VEGETATION: h: (21)CLL
DISCRETION.
(9)BBL
° (5)RL €' (REQ'D) I 3.MULCH ALL PLANT BEDS AND TREE RINGS WITH 3 OF
RED OAK ! 5 NPH (2)OGM ,� l
! :. : >� 3"HARD WOO ~�'`"��`� � .\,�..�����'�.,.„� �� �v i � „
( } (un I D ��'��l 4 MAPLE CLEAN PINE STRAW.
HICKORY ! TURF O �� ~' `-�==''� 4"
MAPLE OAK l (1)DSA 8 BBL //
TULIP POPLAR ! #{ (20)BBL TURF ' <> �, �.�•.� �.,,``,?�
SYCAMORE (5)NPH EXISTING VEGETATION: 3 HARDWOOD �/ / �. ��� `� '�� ��r•-'
!! 1 BBBM (5)NPH (6)BBL BLACK CHERRY �. '� •' ~\ "
! ( } :t / 4 MAPLE
r
TULIP POPLAR
! I SYCAMORE 4"MAPLIA
PINE SAPLINGS ` if
!! 1 00 (1)Qo 10' TYPE 'B' BUFFER (h `�`
/ ( } (9)BBL \*
kf {9)CH
/ !! (REQ'D) (5)NPH 9 CH ' (REQ'D) MAPLE ~. ���\
!! / (8)BBL z
(3)DYH (1)OGM
! TURF (30)BBL $ BBL (REQ'D) # DARYLNW. CADY 3"OA \�\�
(5)NPH (1)OO PIN 1840213797
--_Z� ! (10)CH PB 2004, PG 117
(3)NO(REQ'D) <. DB 10727, PG 2125
(1)00 (39)CLL(REQ'D) (REQ'D)
,:
I.
.,
(REQ'D) VET CLINIC ___ 3"OAK '�'(� '7 ~
`y ZONED HB C
i
a
1 / � CL CREEK
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
JJ ~��•.~ .�--- -'-�" BY THE TOWN OF WAKE FOREST.
5' TYPE 'B' BUFFER --- _ ------- .�"--'-- --``.�---
/ �� Engineering Department Date REVIEWED BY: LAS
J t DESIGNED BY: LAS
1
1 .DRAWN BY: LAS
1 EXISTING VEGETATION: � CREEK Erosion&Sediment Control Date DATE: I I/20/07
1 ��
i BLACK CHERRY PROJECT NUMBER: (I7-062
/ TULIP POPLAR
GRAPHIC SCALE
N/F SYCAMORE 5' TYPE B' BUFFER Fire Prevention Date
SITE PLANTING
I1
J FRANKUN VILLAGE, LLC PINE SAPLINGS 40 0 20 40 60 160
PIN 1840211477 PLAN
PB 2001, PG 1972 1 Subdivision Administration Date
DB 8236, PG 922
I FEET )
ZONED -- NB 1 inch = 40 t.
VACANT City of Raleigh Public Utilities Department Date •
NovEM�ER �007

Ob
� o
a Ln In a,
1. Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch 63 1` 'n �1a Q `' 'n V) 'n Cs O
6'-0" MINIMUM UNLESS OTHERWISE SPECIFIED PR R R/W 9" 18" 12" ( ) ( ) P � c.00• � o �j fo Co
DEPRESSED CUB
23 mm minimum to T.4 inches 36 mm maximum, a #o diameter of 5Q%of the base v
SIDEWALK ACCESS RA N N » CUT SLOP 4.5 t-2 ASPHALT diameter minimum to 657.of the base diameter maximum, and a height of 0.2 inches � i � U oa c6 � rn ro
v In _
6'-0- 4-0 6-Q NO DRIVEWAYS, INCLUDING --11 '
CJ
O cc Q Cs
12:1 MAXIMUM STANDARD 2'-6°' N MIN. TRANSITIONS, SHALL ENCROACH SLO 4 N
SLOPE 1 2 EXPANSION JOt FILL
4..` -< CURB & GUTTER / ....:.:; ; ,. d- 7 ....
INTO HANDICAP RAMP 2. Truncated domes in a detectable warningsurface shall have a center-to-center > Ca Cs ..CU
_ M M a, o -M
A
s acin of 1.6 inches 41 mm minimum ad 2.4 inches 61 mm maximum and a base-to-bases acin ^ '' x w 7 z x � x
: ° ` •° 9
...,... , ,, ,... of 0.65 inches ( ) ( ) � � � � �� � u � c:
SIDEWALK ACCESS RAMP .. (T6 mm) minimum, measured between the most adjacent domes on square rid. C C3 e,
cr j.
3000 PSI GONG.
•� ra
9
1/2 EXPANSION JOINT o '' ": < 3. Detectable warning surfaces shall extend 24 inches (610 mm) minimum in the direction of travel and
\ r. .x 7:. :. @ 28 DAYS o
w CABG the full width of the curb romp, landing, or blended transi#ion. The edge nearest the curb line shall be a ry;
..MAXIMUM .:: .::..fir,::. MAXIMUM q_
minimum of 6 inches and a maximum of 8 inches from Row line of curb.
LONGITUDINAL SECTION . '' : : '54-OPE 12:1 ' ... .. .: SLOPE 1a u
.� .:.
30 VALLEY - STAND
ARD
f2
:::.>:.;:.;:.;:.;;:.::.;;:.::.;:.
•'; ?:',, 4. Detectable warnin surfaces shalt contain 70� visual contrast with adjacent walking surfaces either
NOT TO SCALE . ,. .. .. ,..•. c .. w .. 9 1 9
B B
m w li h - n- rk r rk- n-li h. t warnings shall I' i•': t da o da a t Detectable a s s a consist f surface f truncated me aligned ned n
0 o a su ace o t u Gated domes,
w w
GRASS STRIP AS 9 9 9 9
grid pattern. m r in color.SHOWN ON PLANS
a square d atte Domes to be a coo. flack of sidewalk dropto be graydyed concrete.
.:.............. :.
N u u
N N R JJ ... -
J , . An N T street m conform it 5 GDO s eel must ca orm to T n r A A handicap s detail:,.' DO sta dad D d c
t 9 8 1 2 P
VAN-ACCESSIBLE
6-0 4-0 6-0 � . >:>
`.�. 848D05 sheet 1-4.
MIN. CUTS 4.5 12 ° SIGN AT VAN
LOPS
77N TED cv
F -i 1
BACK 0 CU GRAY A FACE OF CURB SLO 1/2\ t-2 ASPHALT SPACE ONLY ,:
FILL = _,,p 4r 41
DEPRESS A �t 'o . - R7-8 or R7-8a B ®1"� O}
o '
e o e TOP OF CURB •":: _ „• , c: _ f��1 ! �•�
CURB PEDESTRIAN PEDESTRIAN CROSSWALK * DETECTIBLE WARNINGS MUST BE PROVIDED `D ;:.- PAEiKfNG; GREEN . 6,. U
: .. ._._-.� 51G� I((I
CROSSWALK LINE SEE DETAIL 2.30 ON ALL RAMPS. SEE DETAIL 2.26. - - --
DEPRESSED CURB GUTTER :.. ....::: ... . .::: . co BLUE Q{ �i�
::.
LiNE 3000 PSi CON I
Q�K
STANDAR VARI. SLOPE NOT ®28 DAYS WHITE SYMBOL S as o
CURB TO EXCEED 12:1 SIDEWALK ACCESS RAMP
CABG WHITE BACKGROUND a° 000
NOT TO SCALE SH01MV W SINGLE RAMP _..... a o o° o o'o 0000
SECTION A-A 30 VALLEY ® SPILL °
Y -
U_ VARIES, 6 0 MINIMUM RAMP LENGTH °°°o° o 0 o a o a°a
ao 0 0 oa4 oa oO
oa o a aoo o as ao
ELEVATION O SINGLE ACC A o DEPRESSED CURB = ° a a °a a a a a a a° '
UNLESS OTHERWISE SPECIFIED J. rn _ I tx R7-8D o a o 0 o Q o a o o a a a o 0..
NOT TO SCALE UW3Q » ;<: aa°°000 oa° oa
,Q q 12:P MAXIMUM SLOPE STANDARD 2'-6" " a o° o o° a o a s
DETECTIBLE WARNINGS MUST BE PROVIDED ON ALL RAMPS. SEE DETAIL 2.26 o ,.. ° CURB & GUTTER 6" a o a Q o o a o o° B
1 1/2" R. a o
* 1-2 ASPHALT
SLOPE CAN BE ADJUSTED Wi7H APPROVAL _
SIDEWALK ACCESS RA 4 . 4 7" ::;::;....
FROM CODE INFORCEMENT OFFICER
MAXIMUM SLOPE = 12:1
TINTED GRAY 1/2" EXPANSION JO! �u 4
:,i 4 4'' �' INCREASE TO 84" WHEN ,
w�A VARIABLE SLOPE- NOT SECTION A-A a, PEDESTRIAN PATH FROM T
TO EXCEED 12:1* e :... CAR TO WALK PASSES * SEALS
PUBLIC STREET TIE-IN 3000 PSI GONG. BY OR UNDER SIGN.
NOT TO SCALE
028 DAYS ::, _.CABG
,:...,.• yS• rs'-o" ts'-0" STANDARD Section A-A Section B-B
E DEPRESSED CURB ALREADY 6'-0" 4'-0" 6'-0" 2'-0 2'-0' 6°-0" 4°-0" 6'-Q" Trur7Cated 00/7°Je Detoii ®``Ill///ft/t®
...,•',.:�,::: :::��" :,. EXISTS, DO NOT CHANGE OUT ...- _.. ��, A ®/,�!♦
UNLESS DIRECTED OTHERWISE MIN. .MIN.
30" ®®�®
BY TOWN ENGINEER BACK OF 6" ®® ®Q+ `,
_ SIDEWALK __. 1 1 2" R. ®o® FES /p
4' 1-2 ASPHALT !.6"to?.f' do
MATCH WIDTH OF S/W
/
BUT 4'-0- MIN. WIDTH
N
dp
4
a TOP OF :
AL\\-VARI.
CURB 2549 4;4 . • „
:.
DEPRESSED CUDEPRESSED CURB GUTTER a?"
LiNE 3000 PSI CON
STD. L VARi. SLOPE NO STANDAR SLOPE NO 28 DAYS """ 2.0" '"®®®, NC,►NE�c . •®��
CURB TO EXCEED 12:1 CURB TO EXCEED 12:1 ..:. ..
CABG a9'to r.�"
recast Class B Co�cr-ete -ID
SINGLE ACCESS CTIO B-B
SPILL
ISOMETRIC VIEW ELEVATION OF DOUBLE ACCESSRAMP NOTES: °
1. SCORE CURB / VALLEY GUTTER AT 15 O.C.
NOT TO SCALE 2. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C.
r
3. FOR TRANSITION OF CURB TO CURB OPENING INLET,
SEE STANDARD DETAIL 2.5Q
TOWN OF' AK FO EST E FOREST sf TOWN OF AK FOREST �a sl �ke F°rc TO 0 WAKE FOREST REVISIONS
lce For�yP ��3k�Fans` ��3�Ce Fora, kc Fo,c TOWN OF WAKE FOREST `a®I� sr 1\EVL�J1®NS
SCALE: DETAIL# �+�R SCALE: DETAIL SCALE: DETAIL#r # SCALE: DETAIL ^^ SCALE: DETAIL .
• � 01� � GUTTER mim `�. R7-8 TRUNCATED NOT TO SCALE 2.26
NOT TO SCALE 2, • �? NOT TO SCALE 2.13-A cra ■ CURB NOT TO SCALE 2.2 ' , ? HANDICAPNOT TO SCALE 2.15 �^
--- . HANDICAPRAMPS A SHEET
VALLEYRAMP DETAIL D TE
DATE: SHEET iW � RAMP DETAI DATE: SHEET/: � GUTTER DETAIL DATE:. SHEET/: � •� IGN DETAIL DATE: SHEET�: �ortlJ r°1,�y REVA 1-19-05 1 OF 1
rth C'cit°�, REVA 1-19-03 1 OF 1 pith Cas°�� REVA 1-19-03 2 OF 2 °rth o��� REV. 9-19-00 1 OF 1 °rt o REV. 10-1-97 1 OF 1 Ca USE WITH STANDARD SPECIFICATIONS ONLY
USE WITH STANDARD SPECIFICATIONS ONLY USE WITH STANDARD SPECIFICATIONS ONLY Cat USE WITH STANDARD SPECIFICATIONS ONLY h C�� USE WITH STANDARD SPECIFICATIONS ONLY
aN-siTE
»
JOINT SEALER
SLAB REINFORCING _.. ..� 1/4 TYPE S-9.5B 5 MIN
NOTES LO SURFACE COURSE 2-IN (SEE PLAN)
GROOVE JOINT W/ 1/8" My ,+ b
6" CONCRETE PAVEMENT SLAB INVERTED U-SHAPED RACKS
d 4 RADii & JONNT SEALER » » TYPE 1-19.08 _ j 1/8 RAD. / " SURFACE OF PAVEMENT
RACKS SHALL BE WAVE-LOK AS MANUFACTURED SLOPE 1/4 PER FT.------- 1 8 RAD.
d ° a e d 4 4 4_3a � e 4 BY SUNSHINE-U-LOK CORP. OR APPROVED EQUAL. AGGREGATE _ a 4 �' . d �'
d d a PAVEMENT p �
",d/
Ile,
a. ° v „ „ ,. „ SURFACE S-IN q. �'. p `�. V, a1�2 d
a 2 DIAMETER, MINIMUM SCHEDULE 10, 16 GAUGE I 18 I 18 I 18 I BASE COURSE © aI :.
a 1=1 I I-1 I I-1 1 1'i I(-III-III-I i i-III-I I i-r i t-r r -_--
STEEL PIPE WITH DIPPED AND BAKED BLACK
q 1--1 I 1`=1 I I_���.-��I„1I���r��I����III�I���1illillillilI�II' „ ' • •• �
[] POLYVINYL FINISH. 180 DEGREE BANDS IN A WAVE TYPE B-25.OB -
z; Q -,C TYPICAL CONTROL JOINT PATTERN TO PROVIDE TWO VERTICAL POSTS A , TYPICAL SPACING T�YP. w
° d NTS WIDTH OF 18 APART, INSTALLED HEIGHT OF 35. 8 01A. BY 15 COMPACTED PROPOSED C&G
4 a GROOVE JONNT W/ 1/8 ANCHOR TO SUBSURFACE. WAVE RACK CONCRETE ./\/\/\'`\/\/\�'\ COMPACTED PLAIN BUTT JOINT-117-1
° \ \ \ „ \\j\\j\\j\\j\\j\\j\\, SUBGRADE U
REINFORCING SHALL -- ---1/4 FOOTING //�\//�\//\/,,%\//�\//�\/X1, SUBGRADE SECTION VIEW ASPHALT PAVEMENT
NOT PASS THRU BICYCLE RACK
JONNT
dG/4 � RADII & JOINT SEALER NOT TO SCALE
NOTES: JOINT SEALER w
AGGREGATE BASE7
r\ \ \ ` COURSE (ABC) N d 1. SEE SPECIFiCA77ONS FOR PROOFROLLING, \ SURFACE OF GUTTER Q
12" 6" ° ° ° COMPACTION & TESTING REQUIREMENTS.
a d a 4 LOADING 1/8" RAD. /-
a ° 2. THE CONTRACTOR MAY CHOOSE TO INSTALL f CONSTRUCTION DOCUMENT
COMPACTED SUBGRADE ZONE INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE
5/8" DIA x 16" LG. SMOOTH SLIP DOWEL SIGN THE SiTE DURING CONSTRUCTION AT NO ADDITIONAL COST
BARS AT 18" O.C., GREASED BOTH SIDES, PASSENGER E I V GE R THE CONTRACTOR IS REPONSIBLE FOR DETERMINING
TYPICAL THICKENED EDGE - II
NTS TYPICAL CONSTRUCTION JOINT THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE JOINT FILLER
' LOADING PAVING. INCREASES iN THE DESIGN PAVEMENT SECTION
TO FACILITATE INTERMEDIATE PAVING SHALL BE
NTs » 6 6 TRANSVERSE EXPANSION JOINT
-- --1/2 ZONE PROVIDED AT NO ADDITIONAL COST.
1/8" RADIi AND 1:1 X c» 1:1
JONNT SEALER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL NOTES:
CONCRETE PAVEMENT DIMENSIONS HEAVY ©: a REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED
BASE COURSE AND/OR INTERMEDIATE PAVING 1. A GROOVE JONNT 1" DEEP WITH 1/8" RADIi SHALL BE REQUIRED
° a 4° 4 I® PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS iN THE CONCRETE SIDEWALK AT 5' INTERVALS UNLESS INDICATED
CONC SLAB THICKNESS, dC = 6" 4 d 4 50' MiN, AT NO ADDITIONAL COST.
OTHERWISE. SEE SPECS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.
.ABC THICKNESS, dB = 6" d_ a R
JOINT FILLER LOADING AREA .
REINFORCEMENT = 6x6-W2.9xW2.9 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2. ONE 1/2" EXPANSION JOINT WiLL BE REQUIRED AT 50' INTERVALS.
1"=20' PROTECTING PAVEMENT DURING ALL PHASES
TYPICAL EXPANSION JOINT OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL
NTS NOTES: v BE FREE OF ALL DEFECTS OR DAMAGE. SIDEWALK JOINS ANYRIGID STRN JOINT WILL UCTURE.
NOTES. WHERE THE
,
NOTES: 1. PASSENGER LOADING ZONE SHALL BE 4. ALL CONCRETE SHALL BE 3,000 P.S.I. WITH FIBER REINFORCING.
1. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI (ASTM C39) 50' LONG x 5.5' WIDE (MiN), LEVEL (2.0% MAX SLOPE)
WITH ENTRAINED AIR BETWEEN 4% AND 69.. SIDEWALK FLUSH WiTH ADJACENT PAVEMENT.
00
2. CONTRACTION JOINTS SHALL BE SPACED AT 15 FT O.C.E.W. MAX. OR AS INDICATED ON THE PLAN. 2. SLOPE SIDEWALK FROM LOADING ZONE AT 1:12 (MAX.).
3. EXPANSION JOINTS SHALL BE SPACED AT 50 FT O.C.E.W. MAX OR AS INDICATED ON TE PLAN AND 3. PROVIDE ABOVE-GROUND SIGN PER
WHERE CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT. VOL 1-C, SECT. 4.11.5 OF NCSBC.
CONCRETE PAVE PASSENGER LOADING ZONE DETAIL ASPHALT PAVEMENT SECTION TYPICAL CONCRETE SIDEWALK
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
3 4 HOLE
OPEN OR BLIND
PRECAST CONCRETE WHEEL STOP
4" -
ROUND OFF TOP OF 5„
CONCRETE FILL 4; m „
FILL TOP CMU COURSE ° e4 2 7/16 PAVING
W/ GROUT AND SLOPE
TO BRICK SOLDIER C URSE.
A
Q C7 car. �5qo °� a °8 °Q 80 0
6„ 4 °
. 0.D. SCHEDULE 0
PAiUTtD STEEL"BOLL/RQS~
MORTAR TO MATCH BLDG. 7-onq
BRICK: MA SQ R Y VE ER „ (SEE ARCHITECTURAL PLANS)
STEEL PIPE
0 0 : FILL WITH CONCRETE 34 X 24 GALVANIZED
-TO -MATCH 'B iLDINGS
I I r • .
STEEL ANCHOR.RODS 4" BULLNOSE BRICK (EACH SIDE)
N q �I .,,r �j SECTION VIEW CAP TO MATCH BLDG.
8 ~CMU=WALL, PAIITE . COLOR TO BE S LECTED
• BY ARCHITECT
(SEE ARCHITECTURALPLANS)
WALL SECTION ,` _ _
F 4»
„ '° �' - gg ee - - ND BR SPLIT-FACE C.M.U.
IN L----
R,E TE" _ E C
0' -� ANCHOR PIPE.. • • BE SOLID
_ CONCRETE PAVING FOOTING
T 6„
r ,�= ( 000 PSI) �2„ EXPANSION IN
1'- • C.J. x. .. `_ ��=��)f ��(=���= JOINT
3 Si 1
,r. ,;, • „ . P,«, e.. r, ____i a-i i r r i jai r -s r r.. " r ...
h
. SIDEWALK
`i LA EWALK
, „ O '
" _ - ° _ 4" THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF
3, O, n 2 �„ r 3,-0' 2 REBA -
" .� -' CONCRETE FOOTRING I
.„ I�i ( l-III -IIIIIII � � �-
q
H
• °. „ 26 �O°,„ „p ,„ ~ AK FOREST AND T CITY OF RALEIGH.
- �-� I I I I I�I
o -
r WALL SECTION ° 4 4
- PARKING S - `'1 1 f 1 I
��
LJ - - PARKING
- °d I-i o I-I REVIEWED BY: BDS
_ P PA � P 12
o w _=_=�:_;8':„QON RET•E,SLAB I< 1 - - _
.. p,• _ < -) PACE -I d a 4 E need g Department Data BY
- - - _ -
„
•
- - - -
S -) I Engineering•n De
FC
r
_ I .. DRAWN BY: CPS
M
- - - - O.C.
- A• #4REB Rl� 1S 0
I I-I I i-I i I1 I I- I a SUBGRADE D CONTINUOUS # REB DATE: l It?(7�'07
.. R
- _ - E Erosion&Sediment
,. ~ . • I I Control Date D ATF•4 A ro ' n Co
„ „
7
r _ / „ PROJECT NUMBER: 07-O6v
COMPAGTED� i IIII-III-I PAINT STRIPING 8 3 4 24
-1 11 1 1 1 I �-�' CIVIUSITE
SUBGRADE
Fire Prevention Date DETAILS
2'-6"
90°PARKING SPACE PLAN VIEW
Subdivision Administration Date
U SE ENCLOSURE DETAIL STEEL PRE-CASTCONCRETE LS SEAT ALL AI
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE City of Raleigh Public Utilities Department Date
NOVEMBER 2007

LEVEL SPREADER TIED
CONCRETE LEVEL SPREADER INTO SLOPE TO PREVENT
UPSTREAM END OF (SEE CHART FOR REQUIRED SHORT-CIRCUITING.
STREAM LENGTH) HEIGHT SHALL BE 6" ^
STORM DRAIN OVERFLOW ABOVE NATURAL GROUND. r, xin °' �� o
r, u -t; � ti
cli
U� to i" 'O to to
MAINTENANCE :''.' ° 1/3 PIPE NEUSE BUFFER ... 3' C-
1> p DIAMETER
1 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 p - 'q
°. p CONCRETE LEVEL SPREADER -7 INSTALL 3' WIDE STRIP OF FILTERCIA
'
INCH OR GREATER) RAINFALL EVENT, CLEAR THE MESH WIRE OF ANY o ° TIED INTO SLOPE To PREVENT �p 1
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR -� P4 SHORT-CIRCUITING 2' AVG DEPTH h FABRIC WITH 3" LAYER OF #57
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE UNDERDRAIN TO DRAIN INTO BYPASS RIP-RAP LINED STONE TO REDUCE EROSION. m
P � 07A.
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. -----_ _ � FOREBAY (SEE
FOR REQUIRED �
NEUSE BUFFER SF
FOREBAY DIMENSIONS
BURY BOTTOM -''o ) p�, ......>:>:.
OF PL YW000 -
�Os�
���►i I=I i I=TI-1 11=i i 1=�i�=Ti �i I=1 I I=1 f 1= �.
3/4" EXTERIOR ISOMETRIC o�
PLYWOOD - CONCRETE LEVEL SPREADER VIEW 3�,FILTER FABRIC WITH ;'
METAL POSTS 3. #57 STONE ,
NOTE: ALL PARTIALLY COMPLETED STORM DRAINS PERPENDICULAR TO SLOPE
A (SEE CHART FOR REQUIRED '
01
SHALL BE PROTECTED AT THE END OF LENGTH) ° �
EACH DAY IN ACCORDANCE WITH THESE
DETAILS. RIP-RAP LINED LEVEL SPREADER SCHEDULE
GALVANIZED HARDWIRE FOREBAY
REQUIRED FOREBAY 6
WIRE EXTENDS TO TOP NOTE: (SEE CHART FOR LS# (CFS) LENGTH (FT) DIMENSIONS (FT) ELEVATION ;
--�-- PIPE INLET PROTECTION (PLYWOOD)
OF BOXREQUIRED DIMENSIONS) ELL;
CONTRACTOR TO PROVIDE ENGINEER AN AS BUILT 1 1.0 13' 10'xfi0' 302.5' �„__ -
NOT TO SCALE SURVEY OF ALL APPURTENANCES OF 7HE LEVEL
SPREADERS, SPLITTER BOXES, CHANNELS, ETC. PLAN VIEW °Q
AS DIRECTED BY THE ENGINEER
24 st
UNDERDRAIN °d O d
NOTES. TEMPORARY UNER IV, 4°
1. PREPARE SOIL BEFORE INSTALLING MATS OR NETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. d �
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE NET OR MAT IN A 6" DEEP TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. ; USI STAPLES/SY SEALS
3. ROLL CENTER MAT OR NET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. \j� \ USING 6 , 11 GAUGE °
4. PLACE MAT OR NET END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE. \�j� \j\j\\j,\ X X X WIRE "U" STAPLES. ° d
\\/ STAPLES
5. FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE SLOPES SHALL BE ANCHORED IN 6" DEEP TRENCH AFTER STAPLING.
_ FOR LOOSE SOILS. ° �®
#57 WASHED STONE 6. MATS OR NETS SHALL BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. `''%/j�/j�/ 9 GAUGE STAPLES d G �� t •�' CAR �s
7. THE TERMINAL END OF THE MAT OR NET MUST BE ANCHORED IN A 6 DEEP TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. �'��/i lOr� X X X X OR HEAVIER IN o�®� SS{
20" HARD OR ROCKY
ANCHOR NETTING 16" Q�
do
IN A 6" DEEP TRENCH SOILS. F`��-_�
r
x x x dD 25 a
w
MIN, WIDTH OF TEMP. LINER do
doop
,b
CHANNEL SCHEDULE
- , CROSS-SECTION ,,p ��-INE JZ
MIN. \ /� LINERORARY *i !'9 ®� %%may
BOTTOM SIDE CHANNEL WIDTH OF VIEW ®i,®®Ntp11gp� `o
WIDTH SLOPE GRADE CHANNEL PER WANT TEMPORARY LINING DEPTH ( 6.5 I �1"!,A
TEMPORARY INLET PROTECTION CHANNEL (FT) (H: (%) LENGTH LINING LIMING .BOTTOM WIDTH .�
AFT) (IN) TABLE OF IMPACTS
0Awa uNER SYNTHETIC MAT STAPLE PATTERN
NOT TO SCALE 1 1 3:1 3.33 50 C350 C350 7 12 NTS SITE # WETLANDS STREAM ZONE 1 ZONE 2
GRASS-LINED CHANNEL (AC) (LF) BUFFER (SF) BUFFER (SF)
NTS 1 0 0 1413 1267
8' MAX. REVISIONS
VARIABLE AS DIRECTED BY THE ENGINEER CHANNEL INSTALLATION DETAILS CONCRETE LEVEL SPREADER DETAILS
A NOT TO SCALE NOT TO SCALE
NO TES:
8' MAX,
MIN. 12-112 GA. 1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. VARIABLE AS DIRECTED BY THE ENGINEER
INTERMEDIATE
MIN. 10 GA. WIRES 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. WARNING SIGN
LINE WIRES #57 WASHED STONE
J. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD REE R 1
GRADE gnu c) MOT ENTERCAN MIN. 12-1/2 GA.ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL
MAINTAIN AS NECESSARY O INTERMEDIATE
� o Q MIN. 10 GA. P A Rs LES• N E RE WIRES
4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY LINE WIRES GRADE
STORM DRAIN O
j 5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED. INLET
' FRONT VIEW \ 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
70' MIN. fi ORANGE UV RESISTANT, \� a
\'\\ /\�/\ HIGH-TENSILE STRENGTH,
BUT SUFFICIENT TO KEEP \ \ '
STEEL POST POLY BARRICADE FABRIC (TYP) /
SEDIMENT ON SITE
NOTE: WOVEN WIRE \ \, FRONT VIEW
FABRIC
USE SILT FENCE ONLY WHEN
Q
STEEL POST
DRAINAGE AREA DOES NOT 2„_3" STONE TO BE USED. 25' OR WIDTH OF 40"
SILT FENCE FABRIC CONSTRUCTION DOCUMENT
EXCEED 1/4 ACRE AND EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET, STANDARD TEMP WOVEN WIRE 2" LETTERS(TYP)
NEVER IN AREAS OF •I FILL SLOPE ROADWAY BALLAST) : WHICHEVER IS SILT FENCE WITH FABRIC
CONCENTRATED FLOW. `� , GREATER, STEEL POSTS WARNING SIGN
'• T(SEE DETAIL _ ORANGE UV RESISTANT E PROTECTION AREA E
C) c_3 HIGH-TENSILE STRENGTH DO NOT ENTER"
N : , GRADE ;. SHTABOVE) NA DE PR TE SI N `y
C7 Q 3 POLY BARRICADE ABRIC (TYP) O O C O
* FOR REPAIR OF SILT PLAN PLAN PARA ARBOLES - NO ENTRE
FENCE FAILURES, USE 6 MIN. COVER NEW CONSTRUCTION GRADE
No. 57 WASHED STONE. \ /'\.,\ OVER SKIRT * 35 MIN. 15 MIN. TOP OF STONE ter'
FOR ANCHOR WHEN SILT ® EXISTING ROADWAY
\ 2/3 OF PIPE DIAMETER `!i\ \��\,'\\� WARNING SIGN DETAIL
FENCE IS PROTECTING 04 ANCHOR SKIRT AS STORM DRAIN o / // 6 MIN. COVER
\/ OVER SKI R T
`� DIRECTED BY ENGINEER * INLET
CA TCH BASIN. \
12" MIN
:.::>:::.. .. / ANCHOR SKIRT AS
\ 6 MIN. \ \\ \ \ ,\//\ � � DIRECTED BY ENGINEER
N
SIDE VIEW
\ \ \ \ \• \ \ \ �` \ \ \\ \ \ \ �\\ � /
STANDARDTEMPORARY SILT FENCE �' SIDE VIEW
NOT TO SCALE CROSS SECTION FABRIC UNDER STONE /\\\i\ NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
TEMPORARY CONSTRUCTION ENTRANCE
STD SILT FENCE 2. LETTERS TO BE 3 HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
POST NOT TO SCALE #57 WASHED STONE
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
POST (TYP)
L SECTION A-A 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
B NOTE: THEREAFTER.
10' 1. INSTALL SILT FENCE AS INDICATED IN STANDARD TEMPORARY SILT FENCE DETAIL
° oC�°o° 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS
B o o
o °0 o p0 0 ° o o MAINTENANCE THAN ONE SIGN PER PROTECTION AREA.
w oo G'o o o o ° oc� 1 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
°
zQ ° ° ° ° a ° °° TYPE STONE 6, ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
l INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
vv a a o �, ° ° ° �Q q SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
} �� a Q LL- -° °° C' ° Q ° WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
o� � o ° o G, o c� �,p ° o o°�, ° �, 0 8. ADDITIONALAL FIELD CONDITIONS. REQUIRED BY THE INSPECTION DEPARTMENT BASED ON
(� Q o0 ° o Q 0 p p � 0 p O o p (^-•
NOTES: ELEVATION o'" oo a p o o ° °o ° °o 0 0 C' 0 0 0 ` 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
00 p TEMPORARY PIPE INLET PROTECTION TREE PROTECTION FENCE
-,
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE PLAN NOT TO SCALE NOT TO SCALE
OUTLET TO WELL DEFINED CHANNEL)) SECTION A-A (AMOCO 2006 OR EQUIVALENT)
3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC. L FILTER BLANKET CONSTRUCTION SPECIFICATIONS
NOTCH AND FOLD A A 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH STUMPS, 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
FABRIC OVER STEEL POST TYPE STONE
HORIZONTAL POST" Opp p°0 p o �'p C)poo AND OTHER OBJECTIONABLE MATERIALS. REGRADING AND CLEANDUT.
00c)C)Wo 0 0 0 0 0 C) 000 P4
r r o 00 0 0 o G' 0 ° 0 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS
WOVEN WIRE FABRIC ° 0 0 0 00 ° 0 ° °° ALL DESIGN REQUIREMENTS. IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
00 p CO 0 O 0 Q p p C�o �
12" #57 WASHED �- __ 0 000 °°° ° °
STONE HORIZONTAL POST --® 0 p 0 0 0 0 O 0 0 00 �, o0 0 00 o F' 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT z
p o o p oo o p p o0 00 THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
SILT FENCE FABRIC p o ° 0 p 00 0 o p
���z °o b cfc�°P `° THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TONVN OF
f
SECTION B-B FILTER BLANKET 2,
WAKE FOREST AND THE CITY OF RALEIGH.
PLAN (AMOCO 2006 COMPACTED SOIL MIN. REVIEWED BY: BDs
� Q �---�•--- CLASS 'B' RIP RAP (TYP)
(OUTLET 70 FLAT AREA WITH NO WELL DEFINED CHANNEL) OR EQUIVALENT) FLOW,..�----- DESIGNED BY: JFC
:�/i�/i.��i�� 1i��i.�/i\�/i . . ,'.•.'.•.'. .'.',• . .•.•, . . . . � Engineering Department Date
\ \\\ p DRAWN BY: CPS
:a NOTES: / '//�,"/j'\7j��j�'/'�ij%/j'%ii%ij'� ,',r /,/ /j /,� /, DATE: I L20/07
N MAINTENANCE \\ \\ \\ \\ \\ \\ \'�\� \\ \\ \\` \\ \\
,i , / j''/ ,i j/,, ,i/j ,, /,�j /,e ,r fi\,','�`//j//j' PROJECT NUMBER: 07-062
SECTION 1. TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE \ �\ .\ �\ \ \\.�\ \.�\ �\ �\ �\ .\/\.�\ �\ �\ � .\/\..\ �\ �\ ti\ �\/\/\.�\ ,\
MAINTENANCE FLUSH.WITH NATURAL GRADE OF THE RECEIVING CHANNEL 1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER ` ` Erosion&Sediment Control Date
SIGNIFICANT (1/2 INCH 0R GREATER) RAINFALL EVENTS TO 2:1 SLOPE �'
OR IF STONES HAVE BEEN DISLODGED, CIVIL/BETE
1, INSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 2. VEGETATE ALL DISTURBED AREAS WITH VEGETATION SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
(1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE IMMEDIATELY AFTER INSTALLATION. TAKEN PLACE, Fire Prevention Date DETAILS
OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT (MAX.)
FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR FURTHER DAMAGE.
3. SEE EROSION CONTROL PLAN FOR DIMENSIONS. 6'
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STONE AS NEEDED. 4. SEE SECTION 6.41 OF "NCDENR EROSION TYPICAL Subdivision Administration Date
AND SEDIMENT CONTROL PLANNING AND 7 0 0 2
REINFORCED SILT FENCE OUTLET DESIGN MANUAL" FOR ADDITIONAL INFORMATION OUTLET PROTECTION TEMPORARY DIVERSION DITCH
NOT TO SCALE REGARDING MATERIALS, CONSTRUCTION NOT TO SCALE NOT TO SCALE City of Raleigh Public Utilities Department Date
AND SPECIFICATIONS, NOVEMBER 2007

Cc
c
¢7 I- Un C.1 Ln "`..,x
a.. .-.,1 -1` CD 'Cf
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS W - ° � � p ,
w Ui �° � c a cc 00 c ;n ro
BASED ON TEST PRESSURE OF 200 P.S.I. ¢ I w r� N c r t� -o �n in
o GATE/TAPPING VALVE v ca z w a G �_ o q _
>• W U) Y tx Un Gn � ,1 CV f -1: -1:
cr-
ALL AREAS GIVEN IN SQUARE FEET, C] U �' °
a Y CL W
v 4 e * T a Q _ m 1/4,N 1 /4r, «° c;
qp Ca -1z W ¢ Q w r '� U rJ c
, }- J w
°�•�.. a4 a y Gq �GJ Q ' • BYO � W � VI W Y -damw � =
q' a ¢ U W o � w cd cv (- wE- w
4 � • �' �• Paz °- > a a U wao wD 0
e • `•�4:• D 4l � •�' �. p .arc' 4 --•J o m o-
Crj 04 Q� Q V ry r4 �\ • �• • •`•® of •® „ a: W a= d o U f-
o.. LLQU O Q �'�, t W O ,� 24 U va a_ U t- O_ c>= z a
e a Q . . . • o 0 0 \ 1$„ OW z _ Woo
.�� �Q fib Q Q1 Ci Q) v CJ / Q" q / e •a • a•• (� 0 J cV D: (] z o _
p' ��G*�� kl4q q �4i© C'q q,q Oq �G7 qq '�i . ' ��• ®• o o o O oZ \
0 0
o �. ,�4i �c1- J O q 4 © F' O O ? O 2 O �V • • .w ®• x Q' m t- r,
i W . o o q o 0 4 �a o �r`o �`o J o o�q, •qr• e • o 0 0 - w �t -0 C
$I O Q v� ry Ca 4 a 4 4 a• ! W \w w r+� z IL
>� t \ o _
6 A
° ® •• 0x 20 1/8" 1 1/2"
11 1/4 1,108 1 1 1 1 1 1 2 1 m ;
o a 4�n'Ao. 22 1 �' 2,207 1 2 2 1 1 1 3 1 TOP VIEW ¢w ,
°� a. .Q P e D ° / W W o SECTION C-C
4: a 45 4,328 2 3 3 1 1 2 5 1
o �
•a n '4• 90° 7,996 2 4 5 1 1 2 8 1 w a o NOTES:
1-
4' a.'4 W va w ii o_ m Z 1. COVER WEIGHT: 13 LBS + 5�
PLUG 5,655 2 3 4 1 1 2 6 1 3000 PSI SOLID CONCRETE 0 /-
z a
o Cb m W S" SHALL BE USED AS FOOTING FOR 1w- a_ < _j °? 2. LIDS TO BE COATED WITH
C'yt a -j ° DUCTILE IRON PIPE. o m BITUMINOUS COAL TAR COATING
0 11 1/4 1,970 1 1 2 1 1 1 2 1 �- z
dam- z 22 1 ' 3 922 1 2 3 1 1 1 4 1 VALVE w a 1- ¢ 0 3. HOLE SHALL BE FITTED WITH A
`� / CL w 1- U'l METAL GROMMET
Q " 0 45° 7,694 2 4 5 1 1 2 8 1 FLANGE (n w �-� z w W W
cV O N z c� � w x c y
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PLUG 10,053 3 5 6 2 2 3 10 1 Cr p >- -' `c o w N o
x 12 : .;`•40 •�'0 �.•a � Z) y V 0 z � 0 ¢ o Q 1.8" PRE-DRILLED HOLE 7/8
11
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z z z „ B
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4 U O F N • e®• w••N• ¢ W x z � Ck W l+- o I ♦ Vt°t
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vi �}
I-- w z '; Z 16 TAPPING SLEEVE o N o' Y Y J w m ¢ ¢ (D o a °¢° .7J M TER o4� $� ®�
CJ 3 -- ° o_ `- ' b , U 0 f 1-- M ri x z ¢ o - �•
o B :A U� 11 1/4 7,881 2 4 5 1 1 2 8 1 Q W W :.a. 0 ¢. °n W o ¢_ Q W z ¢ as
W ¢ = 1�2 w< 1-- m m 'v _j M Oa t0 M J I- t0 M Cr = 0 `S z ow
(� £ En, in t-< U 22 1/f 15,691 4 8 10 2 2 4 16 2 SIDE VIEW z a � - 0 0 S L
(� �' �itlzwwoo���"o s` ¢ w (n U z W z 0 1- _ 19 1/4 w J�4
Ld w w ff -o►- . 1- W Lil W
a U � b m=�; 45° 30,779 8 16 19 4 4 8 31 4 g vi ¢ I-' w o a SECTION B-Bas IN*
c, 861 15 29 35 8 8 15 57 6 � 0 o :2 3 0 I.,_ ¢ a;
iri z ``'n w B U 900 56, NOTES: �� s�
3'-0" MIN�TYP. ci ri d ici cci ®osi 'GINS
o �o �(�, J 40 213 5 1. CONCRETE SHALL NOT .CONTACT >- 0 ® �
Z r (Vm�Ni ill�F'4-Q-i�m ¢ �G r-
o W PLUG 10 21 25 5 5 10 41 BOLTS OR ENDS OF MECHANICAL o ®. ,��®boo®®
a•.a• REACTION BEARING AREAS ARE IN SQUARE FEET JOINT FITTINGS. ¢
CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH Q CITY OF RALEIGH CITY OF RALEIGH
MEASURED IN A VERTICAL PLANE IN THE 2. SEE STANDARD REACTION BLOCK -'
DEPARTMENT OF PUBLIC UTILITIES TRENCH SIDE AT AN ANGLE OF 90 oTo THE THRUST DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
a .' VECTOR. TABLES, W-10 AND W-11 FOR ►/ 1,
D THRUST BLOCKING DESIGN AREA OF CONCRETE REQUIRE. 4 - 24 STANDARD TAPPING STANDARD 2 17 5/8
� ° g STANDARD THRUST BLOCKING VIEWS 5/8"-
USE s" - 9D° BEND VALUE FOR HYDRANTS FOR. .....- 13�6„ TYPO WATER METER BOX DETAIL
ADDITIONAL SAFETY FACTOR. QUANTITY TABLE SLEEVE AND VALVE ASSEMBLY WATER SERVICE INSTALLATION
DWG. N0. REVISIONS DATE REVISIONS DATE DWG. No. REVISIONS DATE REVISIONS DATE DWG. No. REVISIONS DATE REVISIONS DATE DWG. Na. REVISIONS DATE REVISIONS DATE SECTION ON A-A DWG. N0. REVISIONS DATE REVISIONS DATE
W-� -1- 7 RRH -31-0 W-10 .W.C, -23-9 W-14 3-1-87 D.W.C. 9-7-99 W-23 ABB 4-6-0 W-�5 3-1-8 RRH 3-31-0 REVISIONS
W. Y. .A. 2-31-91 RRH 3-31-00 D.W.C. A 1-20-0
APPROVED METHOD FOR EXTENSION OF VALVE BOX NOTE: 2'x 2'x 6" CONCRETE
PAD REQUIRED ON ALL VALVES.
NO PRECAST CONCRETE DOUGHNUT ALLOWED.
FINISHED GRADE 8$'4" a 4•
PROPERTY MINIMUM 36" HORIZONTAL CLEARANCE 7!'s" " n :p 12"x6" WHITE SIGN WITH
' LINE FROM ANY OBJECT. p FDC "FDC" IN RED LETTERING
SEE STANDARD W-18 Q AND BORDER. (EACH
FOR COVER DETAILS. e. .o ,
ATER a 2 SIDE OF POST)
FIRE HYDRANT, PUMPER NOZZLE TO I
BE POINTED TOWARDS FIRE TRUCK ACCESS. 11
4"GAL V. STEEL
:.. ..•. :.: STANDARD VALVE BOX ELBOW
:'.. J "
:._.: •. o TRAFFIC FLANGE BETWEEN s/4 ,
TOP SECTION TO BE 2 DOMESTIC
/ `.. :'•. :: '.: 3,..•--a,'..• UNDISTURBED SOIL 2„ - 6" ABOVE GRADE "X4" T R
80 LBS. HEAVY WEIGHT CASTING 5 S 0 Z -4--GALV. STL. POST
5'
CONNECTION
SIDEWALK I CURB AND GUTTER PA T
BAGKFILL i ( PAVEMENT
J 7777777777
.•...'..•. 4.B'.... s ..Q • ••
z • 6„ G ` ° COVER b VALVE TAPPED I
VALVE ea /4 TURN
VALVE BOX ATE VALVE a`s . • e-• 4"GAL V, o
`j' COMPACTED BAGKFILL CONC. THRUST `^•. .p e• INTO FDC PIPE ,
•
STEEL
- N (TAMPED IN 6" LIFTS) BLOCK •. VALVE .•
.. w °a�Mx eelr••bsii.M'ea�•1► ti • w 6" • ae M°`•.°• • •wx �®• Q• ea •+ BOX •••• I
USE 5" SOIL PIPE .' M PRECAST CONCRETE VAULT
<;•..a. 6 MIN. BRANCH PIPE FOR EXTENSIONS .•p•• • •*® W/ CB-SO-4 FRAME & COVER
' MAIN
FINISHED GRADE
° TAMPED CONSTRUCTION DOCUMENT
/ BACKFILI=�' " •° `N ` ! STR DOCUM
3/4" HOT DIPPED • _ - - _ _ _
o aQ CONC. SETTING SLAB 1'- 0" ... • _ I _ -_
ALVANIZED BRIDLE °• ;•"•, •• ••••• - - -
IfI II ff-
:)-11 LEI I I aI-)____--MINIMUM SIDE 1'-3°'x 1'-3"x 4" THICK ROD MAY BE COUPLED ° ® • *••• =I(�_ I-� (_)I I= (-t f(_'((=�I(=_)I =_
6 OF #67 STONE 6,� O.D. OF PIPE 6" CLEARANCE _ _ _ _
I -�
WHEN ROCK3000 P.S.I. CONCRETE ONCE. ._:.•.• e® .••:_
OR WATER IS THRUST BLOCKING 7 CU. FT. CRUSHED a• f •I A V FREEZE LINE
ENCOUNTERED NDISTURBED EARTH. WATER L E „ „ I II (�I f-fI I'T) �_` a 4
NOTES: STONE MIN. a a 16 x16 x6 1-1 I = -1 f I a ,
CONC, I I-
NOTES: MAIN -I Q a
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H. COLLAR
1. Trenches requiring sharing and bracing, dimensions shall be WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. STAB-IN C.I. OR °x.•:: .�.1► '
taken from the inside face of the shoring and bracing. 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. D.I. PIPE GASKET TAMPED ••e a `� .*®®°•*j;•�` a
2. No rocks or boulders 4" or 3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. BAGKFILL •••,•• • a••• 4 a a° w
larger to be used in backfill. 4. STEEL RODS AND BOLTS SHALL BE 3/4 HOT DIPPED GALVANIZED. 5" NOTES:
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. 5 1/2"-5 5/8" 1) VALVE Box NOT TO CONTACT WATER MAIN THRUST
3. All backfill material shall be 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 4 WAFER CHECK a COLLAR
suitable native material HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE OR GREATER.
3) FOR ANY VALVES OVER 10`DEEP, A VALVE a VALVE W/ °
SHALL BE INSTALLED NO MORE THAN 1OFT FROM HYDRANT AND POURED IN CONCRETE.
4. Backfill shall be tamped in 6" CITY OF RALEIGH STEM EXTENSION MUST BE USED TO BRING TO BALL DRIP 4 10' MIN. a
lifts. 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. A DEPTH OF NO MORE THAN S. 7
DEPARTMENT OF PUBLIC UTILITIES 8. ALL THREADS TO BE NST, 4) TOTAL VALVE Box WEIGHT:• MINIMUM OF 85 q g 4: a a °
5. Achieve 95% compaction in STANDARD VALVE BOX LBS.
backfill. TRENCH BOTTOM DIMENSIONS & BACKFILLING BOTTOM SECTION CONCRETE THRUST BLOCK
REQUIREMENTS FOR DUCTILE IRON
MIN. 1/3 C.Y. Q 3000 PSI -
DWG, NO. REVISIONS DATE REVISIONS DATE CITY OF RALEIGH CITY OF RALEIGH _ -
3-1-87 RRH -31-0 ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK,
a I I-I -� ►. a _.�
W-3 ABB -15-0 OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES - �I
THE FIRE HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING STANDARD FIRE HYDRANT VALVE BOX INSTALLATION _
6 7 8"-s
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. ��
INSTALLATION DETAIL ? 5/8"-8 1 J.
AND EXTENSION DETAIL MIN (2) 3/4„ ROD -' ��I' -' MIN (2) 3/4" RODS
10 1/4"-11"
DWG. No. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE W/ BITUMINOUS W/ BITUMINOUS
L 8 C.F. OF 115 7
W-4 ABB 4-6-04 W-17 Y,C.A, 2-31- 1, RRH _31- COATING WASHED STONE COATING
D.W.C. 9-7-99
BUILDING
WALL ----..-
FIRE DEPARTMENT ST CONNECTION DETAIL
NOT TO SCALE EsseNi
FLANGE •
CAP
12" MIN. CAST IRON FERRULE WITH
_ CLEAR N COUNTERSUNK, BRONZE PLUG .,
UTILITY PIT ELEV, FINISHED GRADE
a
CLEANOUT
WWYE INCREASER \��/'\��/�~� ......°....'..'.'.'.'.'.'.'. ...'.'..'.'.'..,
Q
BRANCH MUST'BE 2" BELOW GRADE /
o LINE • ... .,• ..•'..'.....'�....`.:.....'.,.,.....'.....:.:......�..:...
W �/ a�«„
�a l �' f �' �1. I..r ...................
MINIMUM (2) 3/4" ROD ❑ \Ox�I :::' ,. II I II�I :& I ,III I 1=_ GONG COLLAR
` 12"x12"x6" THK
FOOTING - q WITH BITUMINOUS COATING. I I I iiii I I I i I I I I ITi
4" CAST IRON PIPE
CLEANOUT SHALL BE LOCATED ON ONE CONTINUOUS PIECE
BRANCH LINE, UPSTREAM OF FITTING. LINE SIZE CHANGES SHALL STD VALVE BOX ... ( ) THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF
OCCUR UPSTREAM OF FITTING .•
4 (SEE UTILITY PLAN FOR .. WAKE FOREST AND THE CITY OF RALEIGH.
a. d
PIPE SIZES)
.. .. REVIEWED BY: BI)S
ASPHALT PAVEMENT INSTALLA TION Engineering Department Date DESIGNED BY: JFC:
00 90` BEND MAIN LINE
.. ..
DRAWN BY: CPS
CONCRETE CLEANOUT IN PVMT
D.I. PIPE ..'.. ... SEE UTILITY PLAN FOR I7.�1TE: I IrvOf07
THRUST SHALL BE INSTALLLED Erosion&Sediment Control Date
a ° BLOCKING INSIDE A VALVE SOX
MIN. GRADE 1 ...'. SIZE AND MATERIAL 07-062
PROJECT NU�1BEIt:
a WITH SEWER OR STORM '.••.'.•.,. ......
PROVIDE VERTICAL COVER AS APPLICABLE. CIVILSITE
BENDS AS NECESSARY PLAN VIEW AT FITTINGS
Fire Prevention Date DETAILS
TO INSTALL WATER NOTES.
LINE UNDER FOOTING. BARREL OF PIPE TO REST't71�'.'
THE FULL LENGTH OF THE SERVICE DITCH UNDISTURBED SOIL
BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP, COMBINATION LONG TURN Subdivision Administration Date Ar '111 r
PATTERN Y AND 1/8" BEND
�I
SA FIRESERVICE INSTALLATION A BUILDING STANDARD CLEANOUT City of Raleigh Public Utilities Department Date
NOT TO SCALE NOT TO SCALE NOVEMBER 2007

CIA
C-4 , ;4 V
I,, In C-A In C� V) c) C�
NEW MANHOLES USE AN APPROVED BITUMINOUS MANHOLE FRAME AND COVER 00
00 C� �0 �0
SEE C.O.R. STANDARD S-25 BASE SEALANT THAT SHAH 13E APPLIED TO
FOR MANHOI E FRAME AND COVER THE TOP OF THE CONE SECTION TO PROVIDE M C11 cli n u o6 p6 cj M ro
A WATER T`IGHT SEAL. COVER 120 LBS. MINIMUM 0 In Ln — ;_� 1� I� �0 1111� M
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MANHOLE CONE AND BARREL a 1�)
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ELEVATION
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LATERAL INVERT SHALL NOT
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"zc ___—LWE. MANHOLE NEEDS TO BE 25 1/16" SLIP RESISTANT CLEATS
.............-
ABOVE 100 YEAR FLOOD PLAIN
0 aw<
OR SEALED AND VENT TO BE 1'
23 11/16
'4
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Vi. 0 14-01�5 41 1 WHEN MANHOLE TOPS ARE IN
_j V. 'v� � A, :P,
LIJ < z EXCESS OF 3'ABOVE GRADE. BUTYL-NEK OR
_j 0- 0 991 OUTSIDE STEPS MUST BE
0 M 11 1 PROVIDED. SEE STANDARD APPROVED SEALS
uj _r 0 () 1 01
z z 0 > SECTION A-A S-28 FOR STEP DETAIL. IN SEALANT 7 1/2' 22"
< < _j CL I I
I- Z (n z M _j . NON TRAFFIC AREAS, TOP OF BETWEEN FRAME
z 0 :D ui _j < (0 FRAWE AND COVER SHALL BE AND COVER 1211
- 0 < < = Z >. INSTALLED A MIN. OF I'ABOVE -------_­ JIM
< F= Lr- I- U) LL_
T3 < I- uj < < z FINISHED GROUND SURFACE.
-i �5- 0 0 0 x :2; Up CL 0 cq
UJ cr- 0 X (n uj %j - -q, - SEE SEWER DESIGN SECT'ION —25 15/16"
0 of r- Z_ cu ELEVATION 00
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0 0 Lr_ n 1-4 ---z 33 1/4"
14� - < ui Z Q
z _j " 11:c z �_:
0 L'i P: Q�
< :;Fc Z w f�� < z 0 C) A
%_j I.- _j LLj 0 zj- LL)_P-- A MIN.9- COMPACTED #67 STONE
_r Lu _`A� _j z LLJ I- _j cr Q,�_ BASE TO BE INSTALLED NOTES, 5/8"X3" LAGSHIELD IN HOLE
< C) 1- 0 0 V) U) LLj
w -M V) 0 tz
z z (5 j UNDER NEW MANHOLE. DRILLED INTO CONE OR #3 OR #4 REBAR
0 Y_ Ln ui W z Z UJ (N UJ (0 w uj z IN NON-TRAFFIC AREAS, TOP OF
(A _j D : T- < 0 < w 1 0
w LL_ 0 :5.- _5 0 :1 0 0 12:- a- zut u- 3— BE DOMESTICALLY CAST do 10
Q) FRAME AND COVER SHAH BE DESIGN DEPTH, AND 5/8"X3" CORROSION RESISTANT MATERIAL 02549 40
0 2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED sp 410,
co-)L'i INSTALLED A MIN. OF V ABOVE ft
4111,
RUBBER, PLAS11C
uc WEIGHT OF 182 LBS. WITHIN 40
j do
z c L6 (6 FINISHED GROUND SURFACE. LAG BOLT AND WASHER.
PUBLIC ROW AND 160 LBS. 'IN
__j ct� WITHIN EASEMENT&
CITY OF RALEIGH
CITY OF RALEIGH CITY OF RALEIGH 3) COVER SHALL WEIGH A CITY OF RALEIGH CITY OF RALEIGH
MIN, OF 120 LBS. L_ D.
DEPARTMENT OF PUBLIC UTILITIES u- DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES %#Ilto -0-7
4) ALL MANHOLE FRAMES OUTSIDE lot
STANDARD MANHOLE INSTALLATION OF PAVED SURFACES SHALL BE SECTION A A STANDARD SLIP RESISTANT
8" & 10" SANITARY SEWER STANDARD PRECAST SANITARY BOLTED TO THE CONE STANDARD MANHOLE COVER
OVER EXISTING SEWER MAIN �3 t' EASEMENT MDTHS SEWER MANHOLE SECTION OR RING WITH A MANHOLE STEP DETAIL
DWG. NO. REVISIONS DATE I REVISIONS DATE MINIMUM OF 4 BOLTS PER
- R DWG. NQ. REVISIONS DATE RE\ASIONS DATE DWG. NO. REMSIONS DATE EVISIONS DATE WG. NO. RE\ASIONS DATE I REMSIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE
3-1-87 RRH 3-30- A.B.O. 1-27-0 Y.C.A. AM 2-21-05 FRAME. 1 3-1-87 3-1-871 A.B.B. 2-9-05. RRH 3-30-0)
S-22 S-43 S-20 - I rs_25 S-28
Y.QA- 1-19-05 1 RRH 3-30-Ob REVISI NS
........................
.........................
.......................
.....................
....................
.............
.......................
END SECTION DIMENSIONS
..........
..........
............
NCOOT DETAIL 840.03 SEE DETAIL 3.11 +3.10
..............
.............
(SHOWN WITH TYPE -E- GRATE) VULCAN V-4066-1 DIA. A B C D E TOP TO READ "STORM"
HEAVY DUTY FRAME, COVER & HOOD 1 -3 1/4- 3'-11 1/2" 6'-2 3/4" 2'-6" JI
15' 71' 2'
w/I- FRAME, COVER & HOOD WEIGHT 550 LBS. BY 959 .......
WEIGHT MAY NOT DEVIATE BY 18" 2'-3" V-11 1 3/4" 6'-2 3/4
r
-ALL MORE THAN -5.0%
24's 39-791 31-11" 3 3/4"
Pr�5f'<IwIL
PSI INV'OE", 30"1 1'_0" 4-6 1/2 -10 1/2" 61-51' 51-010 2
Gt(r-eu 36 10-411 51-0" 3'-1 1/2" 8--1 1/2" 51-111%
ojt�
4 A -1 3/8" 3'-1 8'-2 3/8" 6'-5 1/4"j
.... INC 4
F,
.......................
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4 CA" ul
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A -PA of Vl,
---- 'AJL�y 0 .................
... ..........
... ........
..............
Y­ 0% NOTES:
G
Nit'
...... ............... 1 DESIGN OF END-SECTION SHALL CONFORM TO
f ... . STANDARD REINFORCED SECTIONAL
.............
0
.......... O.Q.
4 Mon, CONCRETE CULVERT PIPE.
2. ANY TWIN BARREL SYSTEM GREATER THAN
..........
A
4
42" RCP REQUIRES A HEADWALL.
3. ANY SYSTEM OF MORE THAN 2 PIPES 4
REQUIRES A HEADWALL. 24" DIA._-,,��)
Ilk, 'A 7-
A WAY STANDARD DRAWINGS"
4. SEE NCDOT
FOR HEADWALL CONSTRUCTION DETAILS. ',4
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Er
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WO CAG
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TOWN OF WAKE FOREST 5 TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST
SCALE: DETAIL# SCALE: DETAIL SCALE: DETAIL# SCALE: DETAIL # SCALE: DETAIL#
STD. C&G INLET W/HOOD NOT TO SCALE 2.50 STD. C&G INLET W/HOOD NOT TO SCALE 2.50 2x3 NOT TO SCALE 2.51 STD. M.H. J.B. rT
DATE: SHEET#: DATE: SHEET#- STD. FLARED END SECTIONS NOT TO SCALE 2.52 40T TO SCALE 2.54
DETAIL 1- 1 DETAIL DROP INLET DAM: SHEET f. DESIGN AID DETAIL DATE: SHEET VARIABLE LENGTH DATE: SHEET#:
REV. 6-28-02 1 OF 4 1/) REV. 6-28-02 2 OF 4 th Cay REV. 9-6-99 1 OF. I
USE WITH STANDARD SPECIFICATIONS ONLY USE WITH STANDARD SPECIFICATIONS ONLY USE WITH STANDARD SPECIFICATIONS ONLY USE NTH STANDARD SPECIFICATIONS ONLY REV. 9-6-99 1 OF 1 USE WITH STANDARD SPEORCA71ONS ONLY REV. 9-6-99 1 OF I
EASTJORDAN
1 15 16" IRON WORKS, INC.
(50MIm] P.O. BOX 439
EAST JORDAN, Mi. 49727
7 EASr JOMW RON WORIG A 1-800-874-4100 -w-6m
FAX [phone]
M [230mm) DRAWN DATE
q SMH 12/09/00 7-
X %_j %_j I.-i I.-i k_j 11-i 11-i k_j %._j Lj f_j IL_j APPROVED DATE %of J
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2 2; kp� GRATE TOP VIEW GRATE SECTION REF. PRODUCT DRAWING WAKE FOREST AND THE CITY OF RALEIGH.
000 44520130
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nt; M 36" EST. WT. REVIEWED BY: BDS
r M [914mm] Engineering Department Date DESIGNED BY: JFC
0)p Nn 2- 10 1 3/8- GRATE: 235 LBS 107kg DRAWN BY: CPS
z 0 151 mm] (25mm] (34mm] I . DATE: 11/20/07
OPEN AREA Erosion&Sediment Control Date
0 Z (n 458 SO IN PROJECT NUMBER: 07-062
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> 000000000000 2955 sq cm
F,
0 11 u MAT'L SPEC. CIVIUSITE
Fire Prevention Date
DETAILS
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cn a GRATE SECTION
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M LOAD RAIING
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HEAVY DUTY
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NOVEMBER 2007

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--T717 77 FRAME AND COVER In Iz ,
12"DIA.PVC ter' t � -�i CIA ;^
SOLID H2O RATED LID MAINTENANCE REINFORCED CONCRETE �� N � trcc
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GEOTEXTILE FABRIC ° 95%MODIFIED PORT ,�
TO 95/o MODIFIED PAVED SURFACE F c
OVER D-RAINTANKTM PROCTOR DENSITY PAVED SURFACE PROCTOR DENSITY 2 . _. w
PIPE CIA CZ
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GEOGRID BX-1200(OR EQUAL) '
MAINTENANCE PORT :,ANOTE:CUT FABRIC AND WRAP 24"TYP.
AROUND PIPE SO THAT PIPE BUTS 18"MIN.
~
GEOGRID BX-1200(OR EQUAL}
6"DIA.PVC THIS PORT IS USED TO PUMP WATER INTO THE
DIRECTLY AGAINST RAINTANK 24"TYP. INSPECTION SYSTEM AND RE-SUSPEND ACCUMULATED NON-CORROSIVE HOSE CLAMP
PIPE EFFLUENT SHALL NOT 18"MIN. PORT SEDIMENT SO THAT IT MAY BE PUMPED OUT.
PASS THROUGH FABRIC
MINIMUM REQUIRED MAINTENANCE INCLUDES 12"
A QUARTERLY INSPECTION DURING THE FIRST GEOTEXTILE <'`
SECTION
a 12" YEAR OF OPERATION AND A YEARLY 4 ,
INSPECTION PORT INSPECTION THEREAFTER. FLUSH AS NEEDED. .
7.5' PVC PIPE(MIN.6")WITH PERFORATIONS
cap
USED TO VISUALLY MONITOR THE ''= _
SYSTEM,CHECKING TO MEASURE
ACCUMULATED SEDIMENT AND ENSURE -
WATER IS EXITING THE SYSTEM
PROPERLY. K,
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SYSTEM MAINTENANCE
MINIMUM REQUIRED MAINTENANCE IVAA
INCLUDES A QUARTERLY INSPECTION
DURING THE FIRST YEAR OF
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o
r THEREAFTER. FLUSH AS NEEDED.
* 12 O7/SY NONWOVEN GEOTEXTILE
SEALS
FABRIC COLLAR TO FIT OUTSIDE
DIAMETER OF INLET/OUTLET PIPE STAINLESS STEEL 6"-10"NOTCHES CUT IN
BANDS VA SHADED AREAS - -
® FLAP BUTTS AGAINST RAINTANK AND - - - -
EXTENDS 3' FROM EDGE OF PIPE
IV
SIDE VIEW FRONT VIEW --
NON-CORROSIVE OF NOTCH BOTTOM
PIPE NOTCHING SOLID PLATE
SEE PATTERN
PIPE
PATTERN PLASTIC,SLATE SE
OR EQUIVALENT
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Water Management for Life" Water Management for Life Water Management for Life REVISIONS
g FOR ADDITIONAL INFORMATION PLEASE CONTACT:AGF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com � FOR INFORMATION PLEASE CONTACT:ACF ENVIRONMENTAL, 1-$00-448-3636, www.acfenvironmental.com � FOR ADDITIONAL INFORMATION PLEASE CONTACT:ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
27" 16" NOTE:
__--- 27" 1. FOR COMPLETE MODULE DATA,SEE APPROPRIATE RAINTANK -SHEET(SINGLE MODULE,
DOUELE MODULE,TRIPLE MODULE,QUAD MODEL,OR PENTA MODEL). Flow Specifications
BACKFILL COMPACTED TO 2• DEPTH AND TYPE OF COVER SHALL BE DESIGNED BY A QUALIFIED GEOTECHNICAL
95%MODIFIED ENGINEER. J7 Percent Total S core Flow
PROCTOR DENSITY �-1 p I�/ Description q
%o GEOGRID BX-1200(OR EQUAL) TOP VIEW of filter Open Square Inches Rate
T opening Inches of Totol ('Cubic
PAVED 36"(0.91 m)MIN. per Unit Unobstructed Feet per
UTILITY MARKERS AT SURFACE 24"(0.61 m)TYP. Openings Second
21 NOTE: CORNERS(TYP.) 18"(0.46 m)MIN.
s cted fDo�
PLAN VIEW PRE-TREATMENT SEE NOTE 2. Skim
_ - -
STRUCTURES = -11_ _ t _ I III= -III-III-{11-111=11 21/.4 211.4 8.T cfs
NOT SHOWN
11�111=III-III i'
_ _ - :• ; . ' t 24 Coarse screen ti4
"/4" _3x
fit7.2• 116.1 5.6 cfs2 ( . m) stainless steel
flattened expanded
LO to = I=1I1I= _ =I I ICI I IPI I II-111I-1I ICI I
� 11 1=1 11=1 f I=1 11=1 I I-II IEI II s III-I 11=1 11= --- _ _ _ lwedium screen
I Ed I Ed 11=1 11-I I II{I-{11=1 I I I=i l!=1 11=1 11=1 11=l l 1=I 11=1 11=1 - --- ox i o mean 5fX 187.2 t o4.9 5.T cfs
=1 I I=1 11=1 I I-1 I Ed 11=1 11=11 I ' ; 111=1 1 IEI IEI 11=1 11=1 I IM 111=1 I 1=1 I 1=1 I 1=1 I!- 1= stainless steel
DIMENSIONS SHOWN INLET PIPE 11=III=III=III=Ill=III=111=1 -�:» ; : III=III=I II=III=III-III=III=III=III=III=III II
-III-III-III-III-III=1 11=1 I I :' , . I l 1=!11=1 I P=1 11=1 11=1 11=f f k=1 11=1 11=1 11=1 11=1 I I
ARE NOMINAL,REFER �A
11=II I-II I-III-III-III-III-I ;' . : I I I=II I=I I I=III=II I-III-III-III=III=III=III=1 Fine screen ,
To MODULE DATA =1I I=1I I-I I1=1I I-I l I-III-III ''" _• •• e� I I1=1I Isl I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I I- 14 x 's mean s8x 23s.8 163.1 9.8 cfs'
f 1=1 i 1=1 I I-1 11=1 11=1 I I-1 I-1�`••'•:' I f 1=1 I I-1 11=1 I hI I I-1 11=1 T I-1 l I-1 I I®I I ICI I I-1 I FL❑W SCHEMATIC
:r• stainless steel
-III-III-III-III-III-III -I I=1!f=1 11=1 I I®III=1 I LEI 11=1 11=1 11=1 I I- OPTIONAL
I-1 11-1: _; ", ";�' :;`' ____ - - -1 I I-1 11=1 11=1 i OVERFLOW STORM BOOM
f'...:' .•, •' • .'. MAXIMUM THROAT FLOW RATE SCREEN TREATED FLOW RATE
=1 I I=I(I=1 I I=1 I I=1 I I=1 11= III-III-III-III-I 11= - -- - PIPE
11=1 11=1 11=1 11=1 11=1 11=1 =1 I lel -1 I I=1 I I-1 I I-1 I I-1 I IEI I I-I I-1 I I-1 I ICI I I I I I-111T 1-1 i I I III=1 I�I I I-1 I IEI I I®I i I-1 =_
3" 0.08 rn MIN. _ _ _ _ _ - I I I-I I I=I I I III-III-I I I®I I IEI I 1-I I I=11=I I hI I I-11 hl hI I El l l=l l hl l l- -I I IEI I I=I I I=111E1 I IE1 I IEI I I®I I I®1 11® I-111=1I SKIMMER Total:10.2 cfs Total:21.) cfs n
( } 11-1 I Ed 11-111=I I-1 I I-1 I I-1 I hI I-1 I-1 I I hI I I-1 I I®I 1 I 11 I®1 I IM i ICI I I®III I Ed 11=1 I Ed 11=1 11=1 11=1 11=1 I I=1 11=1 I III-1 I IM I
I.I I I=1 I=1 I I-1!I-1 l I-1 I!=1 I I=1 I I=1 !-I I hI!1-1 I I=1 hI I I®I I l=1 I I®I I ICI I I I I hI I I=1 11=1 11=1 l 1=111=III-1 I I-1 I I=1 I I I I I-1 I I- FLow RArEs eASEo oN u/voesrRUCTEo sCREEN oPENiNcs
FOR CONCEPTUAL - - - - - - - - - - - - - - - - - - -� T"- - - - - - CONSTRUCTION DOCUMENT
I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I III-III-I I I_I I I-I!I-III-III III-III-III-!!I III-III-I I I_I I I®III®I ®III-III-II-I I h,I I-E�I-III-III-III-I -III-I
VVv ASSEMBLY,SEE -� -� e-� -�a- - - - - -� -� a- -� -� -<<c- -A -1 -� -� -61 G-�c-� �-,�-, 11-�e a--,,I
EXPLODED VIEW FOR 24"(0.61 m) OPTIONAL GRATE a
SINGLE MODULE OUTLET THROAT
SIDE VIEW FRONT VIEW TM EXCAVATION PIPE -
RAINTANK UNITS WRAPPED IN SI 801 Q'
LINE AND SUITABLE STRUCTURAL TURBULENCE `'
GEOTEXTILE(OR EQUAL) BACKFILL COMPACTED TO BAC
LOAD RATING:34 PSI(MODULE ONLY) IMPERMEABLE LINER WHEN BAC MODIFIED DEFLECTOR °' b
ISOMETRIC VIEW H-20(WITH ACF COVER SYSTEM) REQUIRED PROCTOR DENSITY
MODULE DATA 0 MT" -RAINTANKTM - H 2O LOADS
/-y ',�/
GEOMETRY:LENGTH=26.96 IN.(685 MM) LOAD RATING: 34 PSI,(MODULE ONLY) 4 S�DE V�EVV ®' ,
WIDTH=16.06 IN.(408 MM) H-20,(WITH ACF COVER SYSTEM) Q a
HEIGHT=68.50 IN.(1740 MM) O /il{�®P � lUt17�j@fh71�®Ills
STORAGE VOLUME=14.3 CF(486 L) MATERIAL: 85%RECYCLED SKIMMER PROTECTED
A 4
VOID INTERNAL VOLUME;95% POLYPROPYLENE "Water Management for Life"
FOR ADDITIONAL INFORMATION PLEASE CONTACT:AGF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com BYPASS -'
VOID SURFACE AREA:90% 9
--12 4
COARSE SCREEN
25 ®.
END VIEW
I T TM - U U L MODULE 27" MEDIUM SCREEN a` °' 4
* Q FINE SCREEN 4
"®4:' C❑NCRETE STRUCTURE .®4,
"Water Management for Lifer" -
FOR ADDITIONAL INFORMATION PLEASE CONTACT:AGF ENVIRONMENTAL, 1 800-
448-3636,www.acfenvironmental.com
T
BOX MANUFACTURED FROM
MARINE GRADE FIBERGLASS & GEL MOUNT TOgx WALL BEL❑W
COATED FOR UV PROTECTION GRATE WITH MOUNTING KIT
PLAN VIEW C❑NSISTING OF ALUMINUM
5 YEAR MANUFACTURERS WARRANTY ANGLES, TAPC❑NS, AND DRILL BITS
PAVEMENT SURFACE
-__ MOUNTING KIT
27.1 ®; PATENTED
ISOMETRIC VIEW iSOLD SEPARATELY
d 4
ALL FILTER SCREENS ARE STAINLESS STEEL
d
GRATE INLET SKIMMER BOX FOR
t, a Suntree Technologies Inc.
DIMENSIONS SHOWN FLORIDA DOT TYPE A INLET STRUCTURES. 798 Clearlake Road
ARE NOMINAL,REFER Cocoa, Florida 32922
TO MODULE DATA # Dimensions are i
4' DIA Part GISB-A-24-37--25 inches, `is noted. PH: J21-6J7--7552
27" ELE=319"
© SIDE VIEW Scale: Fax: [phone]
none
� 16
EXPLODED VIEW
lJT -Ole
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF
zoMODULE DATA WADE FOREST AND THE CITY OF RALEIGH.
Ir
GEOMETRY:LENGTH=26.96 IN.(685 MM) LOAD RATING: 34 PSI,(MODULE ONLY) REVIEWED BY; SI)S
a 52'of 15"RCP To WIDTH=16.06 IN.(408 MM) H-20,(WITH ACF COVER SYSTEM) Eng111E'Cring Department Date DESK}NEI)I3Y: �F"C.`
BYPASS CHANNEL HEIGHT=17.72 IN.(450 MM)
a STORAGE VOLUME=4.4 CF(125 L) MATERIAL: 85%RECYCLED DRAWN BY: C'S
ELE=3t4.75' VOID INTERNAL VOLUME:95% POLYPROPYLENE DATE: 11/201`07
voaD SURFACE AREA:90°�° Erosion&Sediment Control Date
a FRONT VIEW PROJECT NUMBER: 07-062
15"RCP OR HDPE
6"PVC PIPE TO CIVIL/SITE/
LEVEL SPREADER#1
ELE=313.29' ELE=313.29' 4
Fire Prevention Date DETAILS
inn,=, ,
�, n n a Q d `� -RAINTANKTM - SINGLE MODULE
Q Q o Subdivision Administration DatePMW
Q�Q
STORM MANHOLE ►, „ Cit�T of Raleigh Public Utilities Department Date
Water Management far Life FOR ADDITIONAL INFORMATION PLEASE CONTACT:ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
NOVEMBER 2007