19970694 Ver 1_Stormwater Info_20011211 (2)

TUE JOHN K McADAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Todd St. John
Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Rd.
Raleigh, North Carolina 27607
Re: Kerr Drug Corporate Headquarters
Raleigh, NC @ Wakefield
I am sending you the following item(s):
DWQ #970694
COPIES DATE NO. DESCRIPTION
3 Sand Filter Design Calculations
3 Sand Filter Plans and Details C101,C102,C103,C107
1 Signed & Notarized Maintenance Agreement

These are transmitted as checked below:
? As requested ? For your use
® For approval ?
? For review and comment ?
Remarks: Please call if you have any questions.
Copy to:
Date:
12/11/01
** FEDERAL EXPRESS "
Job No.: KER-01020
Signed: •??'
Brian T. Soltz
Project Manager
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
? Copy Entire Document to File
CIVIL ENGINEERING • LAND PLANNING • SURVEYING
PO Box 14005 • Research Triangle Park, NC 27709 . [phone] • fax [phone]
www.johnrmcadams.com

MAINTENANCE AND INSPECTION PLAN
Kerr Drug Corporate Offices
Project Name: Kerr Drug Corporate Offices @ Wakefield
Sand Filter
14081 New Falls of the Neuse Road
Raleigh, North Carolina
Responsible Party: Ross-Civello Development, Inc.
Address: 2522 South Tri-Center Blvd.
Durham, NC 27713
Phone Number: [phone]
I. Inspect monthly, or after every runoff-producing rainfall event (0.5 inches or
greater in a 24 hour period), whichever comes first.
A. Check the sand filter side-slopes; remove trash, repair eroded areas before
the next rainfall event.
H. Quarterly
A. Inspect the collection systems (i.e. grassed swales, concrete curb openings)
for proper functioning. Clear accumulated trash from basin grates
and basin bottoms, and check piping for obstructions.
B. Check sand filter inlet pipes for undercutting, replace riprap and repair
broken pipes.
C. Re-seed grassed swales, including the vegetated filter if applicable, twice a
year as necessary. Repair eroded areas immediately.
III. Every 6 months
A. Check filter after rainfall to determine if standing water remains for greater
than 24 hours. If water is not draining completely from the sand filter in
24-hours, remove first 2-3 inches of discolored sand. Replace with new
sand. Sand that has been removed must be dewatered and appropriately
disposed in a landfill. At time that sand is maintained, sediment chamber
should also be pumped and cleaned. This material must be dewatered and
appropriately disposed in a landfill.

IV. General
A. All components of the sand filter system must be kept in good
working order.
I acknowledge and agree by my signature below that I am responsible for the performance
of the above maintenance procedures. I agree to notify DWQ of any problems with the
system or changes in the name of the project, responsible party, or address.
Print Name: Ross-Civello Development Inc.
Address: 2522 South Tri-Center Blvd., Durham, NC 27713
Phone:
Title:
Signature.
Date:
I, ,eyni ;P C4,e.Qv z,,- , a Notary Public for the State of ?.e?h /,??
County of /l/s?- , do hereby certify that ^,??oy ,yam
personally appeared before me this day of 14-2,0? and
acknowledge the due execution of the forgoing water quality pond system maintenance
requirements. Witness my hand and official seal,
SEAL
My commission expires / l - / lc-D Z
NOr :.?
N ..N.C?..."as
2
[phone]
ter.
7,00 FT0 NOTE: ALL REBAR TO BE ~4 REBAR GALVANIZED WITH A SAND FILTER 6,00 FT0 BITUMINOUS COATING
5.00 FTA SAND FILTER OUTLET STRUCTURE NOTES:
REBAR CONE TRASH 2 FT, 1. 18" RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND
RACK (SEE DETAIL . SPIGOT, ASTM C76. THE JOINTS SHALL BE CONFINED 0-RING RUBBER A
8 8' MIN. NOTE: 1 FT, GASKET JOINTS MEETING ASTM C-443 AND ASTM C-361.
TOP OF BERM EL 295,70 ( ) THE SIDE SLOPES OF THE SAP :S OF THE SAND FILTER AND 1 F7. 2. THE MANHOLE-OUTLET RISERS SHALL BE 5' I.D., MEETING ASTM C-478 P 1
(MINIMUM ELEVATION) THE SETTLING BASIN SHALL BI EXISTING CATCH BASIN WITH VEGETATION (I.E. GRASS) IASIN SHALL BE STABILIZED AASHTO M 199 MONOLITHIC BASE. THE MANHOLE JOINTS SHALL BE V ~ 4 REBAR ASTM C-443 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE
EX T/G = 287.00 iN (LE. GRASS) T`~P.) t FT. SECURELY ANCHORED TOGETHER TO PREVENT SEPARATION. ~ ~
CREST RISER EL. = 293.00 1 INV IN = 282.20 (~,P) #4 REBAR UJ o • 3. OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. ~ a' ~
1 3 EX INV OUT = 282,00 ~ U d' STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. ~ ~ W zl
3 ~"2' TOP RIP-RAP~GRAVEL B)~RM 1 4. CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO r"+ ~
ELEV. = 290,00 i~= ~ MANHOLE 3 BERM 1 fir,;, I RISER 5 ~ SECTION RISER BASE TO PREVENT RISER/BLOCK SEPARATION ^ ~ x ~ ~
EL. 288.00 18" ELEVATION VIEW OUTLET STRUCTURE MATERIAL SPECIFICATIONS: ~ d ~ \ a
ram„ TOP OF SAND EL. 288.00 EL. 288.00 - . NTS O (/1 ~ 1. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS ~ ~
KEY RIP-RAP/GRAVEL OTHERWISE NOTED, ~ W N
FILTER BERM 1' BELOW 72 " L.F, 18 0-RIN z ~ 2. THE DRAWDOWN PIPE SHALL BE 70 LF-6 INCH DIAMETER TYPE "S" Z z 1fJ O
FINISHED GRADE RCP ®3.8 9' G 9, 5 FT, INTERNAL DIAMETER PERFORATED HDPE PIPE ~ ~ O O MANHOLE RISER ~ R; O `O
NCDOT CL 'B' RIP-RAP BERM 62 L.F. 18" 3. GEOTEXTILE FABRIC FOR THE 6 INCH DIAMETER DRAWDOWN PIPE SHALL Q \ ~ ~
WITH 1' THICK #57 STONE RCP 0 RING ® 2, 90~ BE TREVIRA 1120 OR APPROVED EOUAI (NON-WOVEN FABRIC) Ul ~ E~~xx.
FILTER ON UPSTREAM FACE INV, OUT = 286.00 W U >C cC BERM SOIL AND COMPACTION SPECIFICATIONS: (s~ ~ ~ ~
PLEASE REFER TO "SAND 8'~: 36" THICK ~ Z W
SPECIFICATIONS" SECTION 6",~ P F A EXTENDED BASE ON 5'~ 1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE (n ' ~ i c~ o MATERIAL AND COMPACTED TO AT LEAST 957 STANDARD PROCTOR Z W . ~
ER OR TED MANHOLE RISER BASE. MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED W 0.' C4 ..r ~4 REBA MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS
30 L.. 0 TYPE "S" HDPE HDPE INV. IN - 286.50 PERFORATED PIPE. PIPE TO BE NOTE: WELDED TYP,) SHALL NOT EXHIBIT SIGNIFICANT SHRINK SWELL OR DISPERSIVE.
WRAPPED COMPLETELY WITH FILTER CONTRACTOR TO FIELD VERIFY ELEVATION OF INVERT OUT OF (SEE NO E) / CHARACTERISTICS. ,,,~~rr nurrrr~i
FABRIC. PIPE INV.= 286.50 CATCH BASIN, NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. IN ALL FIL AR ~ A O ' L EAS OF TWE BERM, A SOILS COMPACTION TEST SHALL BE 5.00 FT4 CONDUCTED EACH 2500 SQUARE FEET PER VERTICAL FOOT OF FILL. . 0 ~
NOTE: 6.OOFTO 0
INSTALL ONLY 5 LF 6"0 TYPE "S" HDPE PERFORATED PIPE 3. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION. 7.00 FT0 A
WHILE SAND FILTER IS BEING USED AS TEMPORARY FILTER BASIN. ONCE THE FILTER BASIN IS APPROVED FOR REMOVAL, STATEMENT OF RESPONSIBILITY: 2 93 , QZ;
INSTALL REMAINDER OF HDPE PIPE, 3.50 FT ~ ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL
BE THE RESPONSIBILITY OF KERR DRUGS CORPORATE HEADQUARTERS. ~~,~T1j ~ NE C~r~~ ~
PLAN VIEW '~~ygfL J.
NTS SAND SPECIFICATIONS: 'rrr?mnu?''~~
1. SAND TO BE USED AS FILTER MEDIA IN THE SAND CHAMBER SHALL =
BE CLEAN AASHTO-M-6 OR ASTM-C-33 CONCRETE SAND (0.02"-0.04"). SAND SUBSTITUTIONS SUCH AS DIABASE AND GRAYSTONE X10 ARE NOT W
NTS ALLOWED, NO CALCIUM CARBONATED OR DOLOMITIC SAND SUBSTITUTIONS J O
ARE ACCEPTABLE. NO "ROCK DUST" CAN BE USED FOR SAND. Q ~ G' ~
~ ~ NTS W W
0. Q_
N ~ N ~
to \Z \Z z 00~`~~
°
~ r7 O ~ O
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f~'~ 1 1, ~A 0 ~ r + 9 ¢
,',!r ~ ~ ° _ ' ~ ~
C 1 ; ~ . / ~ t '47~ ~ k.~ 5~ G~ ~ 1t J M~
l 1 20 00 6 ~ a 29 sf
\ ~ P' ` ~ m
I r' o N % y'/ ! r'
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' / VEL DISSIPATOR i ~
NCDOT CL '8' RIP RAP 4 ~ ~ . ~ ~,J ~
7.5'L x 9'W x 27"THINK
~ ~ g, ~ •o ~ / ~ ~
~ o ~ ~o i ~
~ ~ „w~ '`fr'yJ~'t a ~ / ~
' v 30 LF 6" TYPE 'S' H ~ p0 3 O / i i ~
i ~ ~ ` PERFORATED PIP . PIPE / / ~ ~ ~ r 1 g V
r ~ ~ ~ TO BE PLETELY /
°,,r PED WITH FILTER t FABRK ~ ~°,t~ ~ ~ ~
~ / ' ~
ti v y_ \ ~ v~.il'~ ~ o"~,"~ i ~ t X t r i ,
~ ~ 1 z g : b I Q x
r ~ ,.,..,.3i
, ~ ~ SEDIMENT ~ ~~,A;d ~ ~ ~ ~f ~a ?1 i~
o ~ ~ CHAMBER ~f o ~ ~y, ' ~ ~ i ~ ~ ~ r r 1 r~" l f'r
, i r MT,~
~ 7~~I ~ ~ JAND u ~ / / E p \ ~ ~ t m r ~ CHAMBER o ~ i r i''`'f` ~ ~ i ~ ! ~ 3
~ o . ~ .~a, ~ :U . . a ~ i,,.wz. , ~ F t Y-
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~ ~ ~ _ i~,. 1~~ MCP l iQ~ ~ c~.- i'%'~..~' / t~ `q ~I
~ ~ ~ 1
i ~ \ a~ O „ ~ ~ l ~ r' T ,,f 1 ~ PROJECT No. FCC-01000
i"~ Q / .q1 i ~ ~ 4 ~ a ~ , ,rip ~ ~ ~ 4 P~IN~f p,~T~ j I \ ,j ~
v ~ `r'; ,.,k ~ , PaENa~EF0001000-DT4,DW r.
~ ~ _ ~ APR 2 6 2002 ',h,~ DE3ICNED BY. DES
~ II ~ ~ ~ ,
& 1 - 1R ~ a ~ ~ ~ ~ ~ ~ ~ 5'~ RISER o r~' ~s'k'~ 9 " "(hg ~Q~I1 R, N~~ DRAFN BY:
G ~ .,Tarsa,"" .......,r
GKt~I tltV = ZVJ,UU SCALE: 30
INV - 286.00 0 289 1 =
a, DATE: GRAPHIC SCALE 0 /28/02
LL- 30 0 15 30 60
~I N f SHEET NO. f'
D 1 inch = 30 ft.
C ~U
J McADAMS
FINAL DESIGN It1;L,1?;151~;D FUR CONSTRUCTION -

CURVE TABLE N.C.G.S. MONUMENT
CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA "WAKEFIELD #14" • N N • O n
, , M , N = 802,521.51' C-1 605.00 59.14 29.59 S 11'13 02 W 59.12 05 36 03 E = 2,131,514.29 n ~ M n
C-2 597.27 123.81 62.13 S 051714 W 123.59 11'52 38 N.A.D. 1983 ' N O ~ M ~
C-3 30.00' 46.30' 29.19' S 40'58'21" W 41.84' 88'25'24" COMBINED GRID FACTOR :0.9999391 RICHLAND ~ M CREEK O Z ~ ~ r M
COMMON m ~ ~ ' OAKS ~ co
~ ~ DR ~ _ ~ ~
~ s~~ . SITE o - ~ = o~ X X
F • ~ a Z ~ Q ~ a O f~ a LL.
NOW OR FORMERLY ~ w
252' TRACT 20 o
- ~ , NEW FALL$ OF NEUSE ROAD
BOOK OF MAPS 2000, PAGE 1644-1645 ~ 1 BOOK OF MAPS 1999, PAGE 47 m
2 8: 83 WAKEFIELD S R ti 2 ~ o
o < ~
45'42" E L N U f3. w ~ z ~
• a ~ o ~
~ ~ y
0 3 ~ eat
+ 244.8 r--244' COMMON O o ~ AKS DR
v .
242' VICINITY MAP
S Q I'=1000'
0~, ~
+ 240.7 t~ 9h
B - 240' F
A
23g,
1.) THIS IS A SURVEY OF AN EXISTING PARCEL OF LAND . U •
~s - THIS IS A TOPOGRAPHIC SURVEY . U
NOW OR FORMERLY X36' ~ / ~J x o s 2.) BEARINGS FOR THIS SURVEY ARE BASED ON N.C.G.S. • YC-Y o ° 0 0
TRACT 20 p M N 1/ 1, ~ z d~ ~ ~ 0 UMENT WAKEFIELD #14 HAVING GRID COORDINATES ~ w I > er :I
~ WAKEFIELD COMMERCIAL LLC _ ~ W 2~q, BOOK OF MAPS 2000, PAGE 1644-1645 "6 AS SHOWN ON MAP , " ~ -o O :o
~ BOOK OF MAPS 1999, PAGE 47 N + 234.8 i i ~ ~ a~ .34.8 W INE (TYP.) 3.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES . ra ~ ~ z~
~ ~a~, xZ~a ~ rp 4.) ELEVATIONS FOR THIS SURVEY ARE BASED ON N.C.G.S. ern a ~a
S ~V ~ Y C f~ p fl - 1 f O ~ W w M'~ p ~ rN MONUMENT CHAPPELL ,ELEVATION - 353.27 (N.G.V.D. 29). w a N ~ N
1 4E ~ i° ~az~ r e 5.) ZONING: TD-CUD z o f
' ~~o, + M 23x,1 r e BUILDING SET BACKS: FRONT 50 FT W ~ ~ 0 0 a O O .O O
~ woods 250.07 ~ rra S DE NONE x Q rp \ ~ I i 0 O ~ eM ~fJ rr ~
~~8 2 7 re REAR NONE ~ ~ x i 8C co
+ ~ i~ 6. N w ~o M )FLOOD OTE w x
,i + 224.6 i ~ ~ r e THIS PROPERTY IS AS SHOWN N z w ~ ^ +234.7 m e 1 0 THIS MAP, PARTIALLY ~ ~ , I ^
' ~C'E• r e LOCATED IN A SPECIAL FLOOD HAZARD ZONE . IT IS z w B ~ W ~ g PARTIALLY LOCATED IN ZONE AE AS DEFINED BY H.U.D. w a a
, a f ~ ~ r a COMMUNITY FLOOD INSURANCE RATE MAP No. 3718300160 E
ra l` - DATED MARCH 3, 1992 .
+ 228.5 i~ _ ~ ' e 1 r, 228.5 PRIVA r e 7.) .zEFERENCES: BOOK OF MAPS 2000 - 1644 & 1645
? ~~p• U LITY EAS ENT re B.O.M. 1999, PAGE 47
? + 227.2 B.O.M. 1989, PAGE 729
~ ~ ie OF THE WAKE COUNTY REGISTRY, L1.1 a
i TAX PIN: 1739394701 . ! p
~ 8.) UTILITY STATEMENT
`'ro 0 llla CURB INLET THE UNDERGROUND UTILITIES HEREON, HAVE BEEN SHOWN
+ f ~ N T/C ELEV: 247.3' FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS . 231.0 50 47 I a OUT(30 238.3'
\ ~~o, 2 8s a } THE SURVEYOR MAKES ~ GUARANTEE THAT THE i
/ + 222.7 UNDERGROUND UTILITIES ON THIS MAP COMPRISE ALL SUCH + 226.5 Ill a Y
ZONE AE - 100 YEAR FLOOOPLAIN % ~I woods ~ ~ ~ UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED . Q 111 a TH ~ E SURVEYOR, FURTHER, DOES NOT WARRANT THAT THE
(100 YEAR FLOODPLAIN LIMITS SUBJECT 6• O II l r UNDERGROUND UTl ITI H I L ES S OWN ARE IN THE EXACT LOCATION
TO CHANGE AS PER CONDITIONAL LETTER cv~ 11 I Y INDICATED ON THIS MAP• ALTHOUGH HE O y I a ES CERTIFY
OF MAP REVISION CASE #98-14-161 R.) BH-4 BH-4 I J 1 I a THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM U Z IN
~ 1 1 I a INFORMATION AVAILABLE . THE SURVEYOR HAS N T O IN Q
~ J t N PHYSICALLY LOCATED THE UNDERGROUND UTILITIES .
~1 l iv O 2as.o2 I a 9.) THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT
~ P• W ~ ~ 1 la z ~ ~ I„ BENEFIT OF A 11TLE REPORT . THIS SURVEY SUBJECT TO
i i O J I" ANY FACTS AND EASEMENTS wHl H A Y l a C M Y BE DISCLOSED BY
~ II A FULL AND ACCURATE TITLE SEARCH . O a V IY ~ ll IN ~ o
, ll IN o N
i BH i e Z co 11 I N g ~
~ , + i 221.0 Z I N d W o Il m
A 212' , + 216.7 J II ~ ll la ~
r 0] Ul i I q ~
~ , Woods C I S p 243.36 a; i s U ~ t ll la O
q ? (B.O.M. 000 ;B.O.M. 000, PG. 1644- 645) °I 1 1 a
~ ' I ~ ~ is O ~ Il lu ~
I ll
Ci o ~ Il ;p _
~ y 11 IN NOW OR FORMERLY t.Ni r'~'"~~ i n TRACT 19
ll ld 111 1a W
.~'i ~ 11 I N a l l a WAKEFIELD COMMERCIAL rn ~ ay IN NI IY v• 30 STORM ~ ~ I N N I t ll BOOK OF MAPS 1999, PAGE 47
IY YI IN Q DRAINAGE EA EMENT ~ 24o.3s l u N I I u '
+ 224.8 g,O.M. 2000 PG. 1645 ~ ~ I N a I I a
221.2 ' Il lY YI IY l lu al lu
+ + 223.1 ll la NI Ia + 223.1 I N N I l a CURB INLET
~ 11 ie ai IY I N a l T/C ELEV: 237.5'
238.74 I N N 1 I" IN(30"): 230.4' 11 i h A i a IN(48"): 223.3'
~ l I N a l ~ ~ OUT(48"): 223.3' {n
20' TORM ORM ~ 1 t u 1 al IN
BH-1 DRAT AGE EASEME~ iGE EASEMENT l u N I l a - IY YI IN W
B.O.M 2000, PG. 1645 000. PG. 1645 ~ 8 I a r a 1 _ o NI Ia F--
\ I N S N I UI I N LL.
0
~ ' \'A IN p NI \(Ia ~ NI
~ IYI Y I
. . \ IN I\ YI ~ IN ~,a u l
(n IN Q ~ Ie\\ NI IN p IY al IN CURB IN W
BH= ~ . ~ 48 F.E.. W 235.58 I N \~a 1 1 N LET I n \n~ I ~ T/C ELEV: 234.3' 20 CITY OF RALEIGH =
INV. ELE :222.8' ~ I I N ~ y 235.35 I a t I N IN(48"): 225.2' SANITARY SEWER EASEMENT Q
i. ' i ~ . N III ~ " I a N I \ 4 li OUT(48 224.4' ~
i.' ~ . ~ ~,'i~ . i ' i i j ~ la N1 \ I W Ill ~ r-- . ~
i i' - . i ~ w .P ~ IN NI~\ lu 1 W
N N NI \ IY Q eo I ~ III \ \ 1 a Cn
~ N III NI \ IY _ _ ~ ' SS ti a I ° . - RCP E v ~ I a \ i „7 = 48 _ ~R LIN W
W . J ~ la BI ARY E N 233.4+ N " - " _ SANIT S~ Z a I 1 C. • 8 ~ I Y III I N APPROX. LO a Q
T J I ~ III I I' SS _ _ ~ W Z
W , Woods ~ I'' ~ _ - 234.19 I ~ Y I _ = , :.rte I- .J i
I b N 1 _ ~ IY _.1r__~ n
2ti2 11 1 0 221.5 220.3 LL -
(u a? + 213.2 ti U + IY Al I7 ~ IN pi Y 0 Q
o + (n U
\ ,~1 I SMH =
- RIM ELEV: 233.87' J Q~ IN(8" D.I.P.): 227.02' L-
+ 229.0 233.52 OUT(8" P.V.C.): 226.82' O
0 3z
BUI DING SETBACK LINE ~ , 50 \ LL „ 14081 _ z =
v, 0 , =a=~ W
J LLJ ssassssa Q li 00
0 232.2 z J z I-LJ
H - 214'
Z 50' NATURAL 1216' --'21B 231.73
RESOURCE BUFFER J CD 220 CRETE' WALK.. . 230.62 EXISTING SIGN EASEMENT ,LK., 229.88 HANDICAP BOOK OF MAPS 1999, P
cv --222' C4N. In 224' WHO 229.43 RAMP TYP y AGE 47 228.85 ( ) D ~ DRAWN BY: RCN :N
o 226 228.40 Oman 228 40 I I CURB INLET T C ELEV: 229.0' DATE: 10/30/01 01
228.00 - ~ 227.65 GUARD / p A o RAIL II OUT(18"): 224.0' _ _ x o REV NO. DATE 'E
m 227.28 0 II ss=sasasaaaaasaax =aeQaa:eemm\ X r
`226.93 co N 226.48 _ ssa sassssssssss= u i p~ r ~ ~ H ~aaaa==aa=°
ASPHALT ROAD aD ao s
`~=<===s= GUTTER z < III yam;.' N ao 00
3 _ «===s l7 Q,s i~ [ ~DI ~ ® II ss~.' z N~ rn / 4`
Grass Island m land PUBLIC m DUB A i S6 , I I z f- I Y
3 - - I WIDTH 2 =aaa== - N D m ~a
N LEGEND -O-M, 1997 1357 1 REF B 1997 - 1357
O Q EXISTING IRON PIPE .bass as=_a= $ m
ALLS OF NEUSE ROAD NEW F c\1 O CALCULATED POINT s=saes 1, y as===°= II CURB INLET
~ N.C.G.S. MONUMENT w -GAS- UNDERGROUND GAS LINE T/C ELEV. 228.9' z
II ASPHALT ROAD IN(18"): 222.6' m
JW-- WATER LINE 11 OUT(18"): 222.0' ---w -----a ====aa=~ TOPOGRAPHIC IC
w -SS- SANITARY SEWER LINE c STORM DRAIN SURVEY II W
CL / GUARD RAIL as a.a=aa== _ ------s=~saa=s===saes + e\\ % y6~-~ GAS 'GAS GAS
o . cv W O FIRE HYDRANT GAS GAS -~'GAS aasssasaa=aas Qy,_ AS---GAS
c WATER VALVE a GAS @ \ % 4 GAS-GAS-GAS a /O
Y ® CURB INLET __-==z;==<==a«==s=== . GAS GAS GAS _ 'rte _GA GAS GAS % GAS GAS \ ! N
APPROX. LOC. GAS LINE NN IN PRINT DATE
Y ® FLARED END SECTION NOW OR FORMERLY d1 _ lG
0S SANITARY SEWER MANHOLE LOT 21 I 1 DEC 1 1 2001 GRAPHIC SCALE Y I ~l I
In BORE HOLE I WAKEFIELD COMMONS Y I 1 Y Y I i 30 0 15 30 60 YI ~N nl
~ E BOOK OF MAPS 2000, PAGE 1168 The John R, McAdams CO.. Inc, C 0 1
1 inch = 30 ft.
X

H
SITE UTILITY LEGEND CITY OF RALEIGH SITE PLAN INFORMATION o ~ M
IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO CURVE TABLE wAIERUNE TNIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL N p p1
COORDINATE WITH THE IRRIGATION CONTRACTOR, FOR N/E CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA T ¦ A T • ~4-. YES NO ~ ~ M S NI ARY SEWER HANDICAP RAMPS RICHLAND O V
IRRIGATION SLEEVE SIZE, FOR IRRIGATION SYSTEM. RAC• ~0 C-1 605.00' 59.14' 29.59' S 11'13'02" W 59.12' 05'36'03" ~'~A#SEI`IELf~ COMMERCIAL, LLt~ _ CREEK ~ ~ DEVELOPMENT NAME: KERR DRUG CORPORATE HEADQUARTERS 1f COMMON Z
C-2 597.27' 123.81' 62.13' S 05'17'14" W 123.59' 11'52'38" B.O,M. 2000, ~C. 161.4-1~4~ ~ -0-0- CAS LINE (/I W ~ ucE STREET ADDRESS: 14081 NEW FALLS OF NEUSE ROAD OADRS JJ = ~ ~
C-3 30.00' 46.30' 29.19' S 40'58'21" W 41.84' 88'25'24" B.O.M• PC. 47 UNDERGROUND ELECTRIC J OE OVERHEAD ELECTRIC FlRE HYDRANT ASSEMBLY WAKE COUNTY PROPERTY IDENTIFICATION NUMBERS: SITE a = ~ o~ X
ZOIVEI~: TC-CUD T TELEPHONE LME ' w ~ Q Q WRIER METER - _ - 1645 z ~ Q ~
USI": VACAP~T _x_ -x x- FENCE LINE WATER VALVE IN I T -CUD T TA I A R 5.99 ACRES ~ M ~
Q METER & VAULT ZON G DI$TR C TD O L $ TE C ES. w ~ a~ i i . I r . r i . PHASE LINE IF IN A CONDITIONAL USE ZONING DISTRICT, SHOW THE CONDITIONS ON THIS PLAN. ~ ~
282.83' PROPERTY UNE © BACKFLOW PREVENTER
I PAN • SP-106-2001 S-$2-2000 N REDUCER NEW Fp,U,g OF ELISE ROAD Q - - ~ RIGHT-OF-WAY LINE BLOW-OFF PROP05ED BUILDING USE: OFFICE
'45'42" E 22 N 86 AsE~~~? . - 15' PpIVATE 1}TiL1TY E - - EASEMENT UNE PROPOSED TOTAL BUILDING AREA (sq.ft. gross}; 45 551 SF m
i3.0.1~. 2000, PG. i 645- ~ ~ ~ _ - - - - . t4 . ^ ~ 'ti - CENTERLINE • SANITARY SEWER MANHOLE PROPOSED BUILDING FOOTPRINT AREA (sq.ft. rose :15,509 SF WAt<EFlELD R ~ 9
~ CONTOUR • SEWER CLEAN-OUT FLOOR AREA RATIO: .17 rc s MULTi-FAMILY RESIDENTIAL (APARTMENTS/CONDOMINIUMSI: ° ° ~
21 ~ YARD LIGHTS NUMBER OF UNITS: iBR: 2BR: 38R: 4BR: N/A I Z ~ CONCRETE - - - a ~ Z
* uGHT POLE ~ W y CONGREGATE CARE:
~ 22 G HANDICAP SYMBOL NUMBER OF EQUIVALENT DWELLING UNITS (2 BEDS=1 D.U.): N/A o 3Q ~ PAINT STRIPING ~ v. ~ ~
~ 8 5'R 0 O i OP OP 3'R S TRAFFlC DIRECTIONAL ARROW N COMMpr,+ O U ~j ALL PLA S, " AKS pR,
~ P~ 253R R _ (2) - 4' PVC IRRIGATION PROPOSED SPILL CURB MAX. BUILDING HEIGHT: 45 -0
~ 9• z 0~, D~, sLEEVES OFF STREET PARKING: REQUIRED: 152 PROVIDED: 153 SPACES ~ 0 IRON PIPE BASIS OF DETERMINATION: 1 SPACE PER 300 SF GFA 45,551 SF 300=152 VICINITY MAP
~ ~ , i 9p 9 91 ulluTY POLE r.iooo~
i ~ O FLAG POLE CLIENT (OWNER/DEVELOPER):
i ~o 30'R SA NAME(S) KERR DRUG. INC. - G. JOHNSON RICE, JR., ESQ. ADDRESS• I- N R URHAM N.. 771
i 9 0 ~F ~6• 0 TELEPHONE: 4 - FAX: [phone] GENERAL SITE NOTES: ~6. E-MAIL ADDRESS: JRICE®KERRDRUG.COM
~ Q ~j~ ~ S
1 ~ ~ , 'S ~ o 15 PRIVATE 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM TOPOGRAPHIC SURVEY UT'ILITY' EASEMENT A 0 CONTACT PERSON REGARDING STAFF COMMENTS OR QUESTIONS AEOUT THE PLAN) PERFORMED BY:
g• B.O.i>A. 20011, PG, 1645 NAME: BRIAN T OLTZ -THE JOHN R McADAMS COMPANY INC THE JOHN R. McADAMS COMPANY, INC.
i ~ ~ ~ Q. ~ . . ° ADDRESS: P X 140 R AR H TRIANG PARK N PO BOX 14005 U TELEPHONE: [phone] FAX; 919 361-2269 RESEARCH TRIANGLE PARK, NC 27709
® ~ i ~ ~V ~ Gj i 3 p E-MAIL ADDRESS: SOLTZ®,IOHNRMCADAMS.COM 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE ~ o
i ~ ; ~ 4J h ~ 0 ~ 5'R 15'R ti ~ ~ ~ 5 U, N A T R HA VERIFY THE EXACT LOCATION OF ~ o 0 AVAILABLE INFORMATION. THE CO TR C 0 S LL F~"1 ~ V ~
p , ~ ~ 0 ~ - U1ILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ~ W Z I S ~ OWNER'S SIGNATURE (Required prior to FINAL SIGN OFF ONLY): A ~ ~ •o
I , p 4 , Q ~ ~ ~ 25 ~6 42~ ~ 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, ST TE x ~ + 34 i r' In filing this plan either by myself as the property owner(s) or through my duly authorized agents, I/we do Z ~ ~ ~ 25 22 + E ~ r ~ hereb a ree and firml bind ourselves m our heirs executors administrators successors and asst ns AND LOCAL CODES. ~ ~ ~
i 5,,~h ~ Q is ~ 5'R ~ ~ ~ ~ ~ t 892 R 66• ~ ' + t r • • y g y yl g I PAN IN THI PAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED 11~~11 \ a 6 4. ANY D SCRE CY S L lyl 00 03 + + ~ plntly and severally to construct oil improvements and make all dedication as shown on the site pion as ~
0 0 t~ ~ ~ r + approved by the City. TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE 0 ~ a a'
Q' ~ ~ P i 'R 2 'R i ~ 1 ~ f RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN W N + ~ i HEREON BEFORE BEGINNING CONSTRUCTION. ~ ~ Z ~
~ V ~ ry rv , i J ~ .a~ i ~ ~~y ~ t 6 2 ~ 5'R + + .Date: ~i-2$-Ot Signed: . ~ z z + ~ r i~ boo
P J 5'R + r + e 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES W ~ o O + t ~ i +°q „ « AND R.O.W.'S, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. MM a F ~ ~
N F i ~4 t i + ' ~ p W 0 \ ~ 8'R + + j ~ t~ ~ S-p2-2000 CONDITIONS 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC rn x + ~
TR A T ~ i 6 2 ~ 8 R C 2. S ~ w + ~r SHALL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. ~ ~ U ~ O 143.5'R 5 R ~3.8' 1: ~ ~ W + ~ ~ f, ! 1) ACCESS TO NEW FALLS OF NEUSE ROAD WILL ONLY BE PERMITTED AS SHOWN ON a0 O
4~AKEFIELD COI~~MERCI.AL> LLC 20.4 s , Q r S P O 2 d 13.0.19. 2000, PO. 1C44-164. i , ~ ~ ~ + i ~ ~ t ~ } ,3 THE RECORDED PLAT. NO OTHER DRIVEWAY PERMITS WILL BE APPROVED. 7. ACCESS TO UT1U11ES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN W d ~ 361 SF 8,R + ~ ~ ~ r~ UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY. z W • O
22 0 t w 5'R B.{~.M. 1939, FAG. 47 i ~ a. N Q 24.0' 5'R i r+ +r j' i A 0TH R N ITT N R MET PRI R TO R OR AT10N F TH FlN PAT. ~ W ~ ~ y4 0 + ~ ~ ; ~ 2) LL E COD 0 S WE E 0 EC D 0 E AL L 8. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO z a a
1 w 18.0' 3'R ) ( ~ DISTORTION.
USE: '1!'~C~~I~T a ~ t i 6 2 832'R ~ w 18.0 ~ ~ S-106-2001 CONDITIONS n w 24.pr ~ '`-~~~'~6 ~ # 9. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE
xi ~ 1 I Tl N. ~ ~ + 18. p' i --r~ ) UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURNG CONSTRUC 0
~i i 817 ® Q a ~~3 ~ rn~ a i ~ ~ a W + X3.4' + I K N IMI r ' , ~ 01 ~ Q + w 10. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE CONSTRUCTiO L TS • ~ r
> 30~R ~ w ~ i ~ o. I ~ + ~ W I a BROOM CLEAN AT ALL TIMES. >~..,g ~ I Q r ~ t
6 2 0~ ~ a J ~ + a ° ' ~ I ~ . < 11 N A NTRACT R WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGNAGE PER THE ~ ~ 3 GE ER L CO 0
~ ~ ~ ~ ~ 10'R 18.0' : t,:: 3,R I 24, 0' + ~ ~ \ I r INA WITH I NAG CONTRACTOR. ~ ~ ~ L ~ ~ + I ~ r ~ OWNERS SPECIFICAl10NS OR COORD TE S G E EA t , ~ a g . ° 24501
s • ~ 18.0' 0, f t , l~ ~ . 3'R I Q r7 s a 12. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE = ~ 50' 3 . ~ U ~ I r UNLESS NOTED DIFFERENT ON PLAN. $
t 25 i i ~ t 5'R 5'R 25 3'R + J d' 3 ~ `v E~ ~i: , 0 I I ~ SIN 5 R + ~ ~ m ~ 1 ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE UNLESS OTHERWISE NOTED. ~ 'r~~
i '"i ~ 25 Y a A~ B~,*
i t + ~ a + ~ 14. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL ~~1, 8'R + 25 Q I r , I ~ _ ~ I A ~ DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS,
ZONE AE - 100 YEAR FLOODPLAIN t 22 0 15 R 3 O ~ i o. (100 YEAR I`I_UODPLAIN LIMITS SUBJECT , N Q I s ~ ~ ~ ~ I ~ ~RAG~ 1 ~ CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE
TO CH.ANC~E AS PER CONDITIONAL LETTER ' ( 5'R + I ~ ~ I~ ~ ~ + I IN N ANN R A A R LILT OF CONSTRUCTION SHALL BE I ~ I ~ I ~ ~ilfaNLA~~? PARK j{~ ~ti,~,~~1=;~~~~ ~~s;; DISTURBED OR DAMAGED A Y M E S ES
~i 15'R 5'R ~ 01= 1°~lAr~ REVISION CASE 98-14-1fi1R. ~ i 1 ~ 5'R ,R 5 SPA I + ~ Z W w i B.~.fv#. 1999 NG. d? REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. S 1 5R ~ I J ~ I~
1 ~ } 3 S'R 25 I / ~ Z€~NEO: Tlwl_GUD 15. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS 9, I ~ + m p I ~ I ~ ~ Q m I ~ ~3SE. DFFIG~S ~f~~ER ~i~~l~T~U~TlU~ AND SHALL CONFORM TO LOCAL REGULATIONS.
~ i 3 t is m , I ~ ~ I~
~ i 10'R 15'R ~ 3 I ~ ~ Q 16. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER ~ + ~ ) III ~ Q i 9 BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 989; OF THE
367'R I ~ 23 ~ ~ ~ STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT U
~ 38TR 5 10'R 15'R ~ ; ~ ~ (IF AVAILABLE).
7 # • . 3 0 15'R ~ 34'R ~ I ~ ~ I~ A H ATl IN NATURE AND DO 17. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS RE SC EM C 15'R I q I r; ~
f 4 N I ~ I s NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR 25'R 11
( 4 ~ 5 15 R 13'R I~ - - - - - - - - - - - - - - A COMPLETE AND WORKING SYSTEM. r- ~ I ~ I ~ 18. CONTRACTOR SHALL MAINTAIN AN AS BUILT SET OF DRAWINGS TO RECORD THE O
5'R 5 ~ I o EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE ~ I ao ~ . a N
15' 3 15'R ~I a GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE Z
i ~ i 7 7 ~ ~ i 4 15 R 15'R 413'R i I ~ Y "''•-.,,,15' gRIVA-iE TRANSMITTAL LETTER TO 1HE ENGINEER. g ~
~ 5 25 i i I ~ F UTILITY EASEMENT I A11 N AWIN AR DEEMED NECESSARY BY THE a W I 25'R i ~ 19. IF DEPARTURES FROM THE SPEC FiC 0 S OR DR GS E m 25 I s ~ 6.0.M. 2000., PG. 1645 CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE O
4 SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS ~
1 ° u~i ~ 18.0' 'R Q ~ i 24.0' 18.0' I ' ~ t~ • 23 ! S 00'22 37 E SHALL BE MADE VNTHOUT THE PERMISSION OF THE OWNER. U I ~ ~ I~ ~
a ~ ~ ~ 8~, ~ 3 . 18.0' ~ o ~ I ( t ~ ~ 83.50 20. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUC110N. ALL
QI ~ ~ r~ ~ ss ~ o ~ ~ \ y J O I ~ ~ ® dj I ~ i ~ CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, O I ~ t s1 ~
~ ~ + I a 30 PRIVATE STORM COUNTY AND LOCAL CODES.
I ® ® N U U ti i i w N ~ Q a 5'R I i` ! 6~ ~ I I ~ IYRAINAGE EASEMENT ~ 5'R I ~ ~ I ~ ~ I t ~ B 0 M 2000 PG 1645 21. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
~ ~ d'~ i U W Q N N U a Q i I T t ~ ~ I I $ 4 LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE I ~ ~ su ri to ~ (TO BE RELOCATED)
o! ° a ~ r ~ ~ ~ ~ 24.0' I ~ s s f I I ~ i ' ~ SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO 4.0' I ~ ~ ' ` I ~ ~ i t a .i ~ EXTRA COST HAVE LOCATED All UNDERGROUND LINES AND STRUCTURES AS NECESSARY. I,~„I
0 18.0' u~ ~ ~ 18.0' 15.0 ~ r..~ I ~ ~ r s I ~ I~ ~I I9 Q NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
a' ' 24.0' w y ~ ~ ~ i w ~ ~ I I 3: lu I~ : ~ FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUC110NS OR FROM ANY DELAY DUE TO ~ I i~ ~ REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE Q
3'R a i 5'R a a i I i~ xi IL ~ FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR
~ ~ ~ ~ ~ i 5'R o 25 N ~ I ti:: ~I ~ ' ti TH I ~ I s u r s I k CONTACTING ALL NONSUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NOR I s ~ ~ s I s ~F ~ CAROLINA ONE CALL AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES.
368 SF 5'R ° ° I i a 3'R i ~ ~ Ili ~ I t ~
~ ~ I_ - - - - ;.:Y I g ~ s I ~ FACT 1 g CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. I -I ~ s ~ ~ s I ~ WA~EFlELD ~Uh~ERC?~' , LLC 22. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
I 5 R ° 5'R ~ a ~y a I ~ i~ Is I SR I 1 '.;i t~ art I~ 4 ~ ,,ice ~ i ~ rt I i ~ B•O.M. 1 23. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
7~` 7 ~ i N r ~ i 7 SP ACES ' ~ . ~ ~ I ~ L I ~ r- ~ } i ~ ZONES:
~ a ~ ~ ~ ~ 9 ~ I o ~ i ~ ~ q s t ~ 24. LANDSCAPE PLANTINGS AT ENIRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS I ; ~ ~ ~ t I a " I<1SE: VACANT NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND I °o. i I# ~ ~I ~ iu
' ~ i SPACES WETi_AIVCIS S I I ~ c q ; AT ENTRANCE/EXIT LOCATIONS, PER LOCAL STANDARDS.
~ ~ i 9 25 I I g a s -o I% W I- - - i ~ r i ~ I ~ 25. CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETE PADS WITH MECHANICAL s
i ~ ~ ~ ~ ~ ~ : Y t E; ~ ti ! 3 ~ CONTRACTOR. REFER TO MECHANICAL SHEET FOR DETAILS.
~ r ' i PROPOS D PRIVAT 7 ~ r E E ~ ~ ~ i STORM DRAINAGE ~ ; f , I ~ to ~ ~I i~ 'i ~ la ; I; ~ la ~ ~ 26. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT & STANDARD PRACTICES. a S 0314 21 E Q
EASEMENT I , , . ; - ~ - . ~ ' ~ ~ I ~ i ~ ~ s i ~ I a 27. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO 157.30 VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO
~ ~ ~ I IE~ ~ ~ i~`~al ° iK ' I IW d~ t ER ~i i~ CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTiL THE CONTRACTOR HAS
d _ I ,s•) rn d i I k I 1,~ ~ j ~ ~ i I I 2tl' Cl f'f OF P,ALEIGH RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND
r ~ ~ ~ o - 20° PRIVATE STURt~ ~ i I ~ ~ i I s u I i ~ ~";`<NITA Y A° M NT ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS 0
PROPOSED PRIVATE ~ ~ ti ~ O~Alt~At~E EA;,E~9Ei~? _ i "'Y ` ~ . STORM DRAINAGE OPOSED PRIVATE i ~ I a i ~ R SEvkE. E ~E E PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY I ~ - ~ I ~ ~ s t ~ A. A AN AT A T}I RITY. Q FORM DRAINAGE I ~ I ; ~ I I a ~ SUBSEQUENT MODIFICATION OF THE WORK M NDATEO BY Y REGUL ORY U 0
7 7 r _r;~i~, P{;, ~r`,45 r ~ ls''~ 30.0' EASEMENT EASEMENT I ~ ~ ~ I~ ~I Itl • W I ~ ra + { ~ ~ t i ~ 28. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF THE
1 TO E3E RELOCATED ~ ~ ) - I ~ ~ i I ~ S' ~ 3 I ~ r ~ STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFCATIONS".
' ~ ~ ,s' ~ - - I Y ~ ~ ~ i I ~ 29. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION Q
~ - I c~i ~ ~ t ~ u i i u w.- PURPOSES ONLY. W O ~ /
O ~ y w :G, s i II, tl Its W
~ STORM WATER I } ~ IE 1T • Q I ~ T ;tE iL (n
~ 1 ~ ~ MANAGEMENT I 1 Y I. LE iii s~ _
~ ~ ~ AREA I s 1€ LI {p 11J I ,i,_ ~ TI S9 ~s~ z
f ~ i
~ . 4.~.,.
¦ ~ 25 3 .~-r-~-~ LE, ~,~,~IN*~. ~-"d , , 3 : ,Y~ ~f i~ ~ BUILDING ACCESSIBILITY SUMMARY ~J ('j ~ ~i i~ O TPNE ~ `a'a , a
„ ~A~•L~ .a., ~~°r ,,,r • i FOR ALL COMMERCIAL PROJECTS U
i J r'-'rte ~ 4 ttm F~iNE ~+..,.~-}-~""-"'n^'a B ~PEtdE ' PINE fi" OU.. / "'°`,ti ` M L~ E ti i O s PINF. ~ 16 Y ~ R PRODUCE THE FOLLOWING DATA ON ARCHITECTURAL ELECTRIC MECHANI PLUMBING AWD SITE PLANS. COMPLETION IS REQUIRED BY THE RESPON516LE DESIGNER. Q (E , AL, CAL, )
/y I ._J.ra-s>ro+~j d~it3d." i:::~ ~ ?2" ~I`~E rh ll~d1 r-h ll~d1 ~ /£a PE4£ I:~ aaen~t i I ~ ~ 3 I f~ r/Y
6" OAK G' MAPLE ~ ~ a M~P~ _ r "`•;i' ?IFE E' Df4L IAAFLEi l`l I 8' PINE 12" PIN v L " s° Prue ~jr , - 1 \ , ACCESSIBILITY REQUIREMENTS: J =
ACK LINE 12' Irte 4 50' NATURA S0' BUILDIf7G SE C) ( f 14' 5D0 (D URWOOD 2 t € RESOURCE SUF 50' NATURAL J RESOURCE SUFFER THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE(S) REQUIRED TO MEET VOL. 1C OF THE NORTH CAROLINA STATE BUILDING CODE, SHALL BE PROVIDED. THE DESIGNER Q
e AK e S° 3 NE 6' w LE 8 6 SKT. GUM 0 7A1G 5" i Ih 3 0 !0° PINE E MAPLE LL_ t0" „ - F 1 SHALL COMPLETE THIS FORM FOR THE PORTIONS OF THE PROJECT FOR WHICH HE/SHE HAS THE DESIGN RESPONSIBILITY AND SHALL SIGN AND SEAL THE DESIGNER'S STATEMENT. IF THE PROJECT OR (If
14" PINE a a 10" piw f;,uM 1„. 9' MAPLE 6° OAK p f. ~ s w;- 10' PINE RNE _ OAK f 1 PORTIONS OF THE PROJECT ARE EXEMPT FROM THE REQUIREMENTS OF THIS CODE, STATE THE REASON(S) IN THE APPROPRIATE SECTION BELOW. Q z
/ Z 5k 1'. GU? 14' POPLAR 8' SwT. wM MAPLE ~ - - jf 61 SWT. CUM za _0,_ s' MAPLE 0 5'11 SECTION REM DLSCRFIIDN AORICABLE/ N COMPLIANCE )~LTEAIWE nDTes SET:IIMN REM OESCRIM APPLICABLE N COMPLIANCE ALTERNATE NOTES W -T---$-$
23 0 Z = NON- APPLICABLE DESIGNER HON- APPLICABLE C ----------=,,r--------- CD
E PIKE SIT KEY NOTES: 16 5'R 1.2 A OCg1PMIC1' CLASSIFICATION A N/A YES NO 14 A TELERIO1ES A N/A YES NO LJ - Op W
15' Pfi;VA~ C?I~.ITi ~~v 16 : 4A... E~' f~ATi: h l ° - - _ 0,1 . CCfl, PG. 1C4a 25 R - 1.2.11 A DUFTION(S) A N/A YES NO 15 A Ef.1NTORS A YES NO z O J W B,
1A CONSTRUCT 2 SPILLING CURB AND GUTTER PER DETAIL SHEET L _;:{t FU 3 AO S SITE ACCESS A N/A NO 16 A@ KM'S / OPERIW IEDIANISMS A N/A YES NO g Q F4~#~D1t ~P ~ Y
1B - CONSTRUCT 2 CATCHING CURB AND GUTTER PER DETAIL SHEET 415. 81~ t7 O PERMITTED RIGHT-IN/RIGHT- RAMP (~I') i 4 A SO POW LOTS AND PANONG DECKS QA N/A ® NO 17 A E NAM A N/A YES NO ZIGHT IN/RIGHT OUT
z INSTALL WHEEL STOPS PER DETAIL SHEET - 17 _ PER B.O.M. 2000, PG. 16 0 A. 2000, PG. 1645 5 A SO RAPS oA N/A ® NO 18 A E SIGNAGE A N/A YES NO
1 6 A ENTRANCES AND MEANS OF EGRESS A N/A YES NO 20 A STORAGE A N/A YES NO
CU CONSTRUCT CONCRETE WALK PER DETAIL SHEET Q CONSTRUCT CONCRETE H.C. RAMP PER DETAIL SHEET EKIST?NG _ DRAWN BY: RCN 1 6.2 A NUMBER OF ENTRANCES A N/A YES No 21 A FlXID / BUILT- IN FACILITIES A N/A YES NO
cv GUARD aA CONSTRUCT HANDICAP RAMP PER CITY OF RALEIGH STANDARDS AND SPECIFICATIONS DATE: 10/30/01 AD 6.3.2.1 A AREA OF RESCUE ASSISTANCE A N/A YES NO 22 A E ASSEMBLY SEATING A N/A YES NO
ASPHALT ROAD RAIL N 5 CROSSWALK PER DETAIL SHEET NE OF r RO USE REV NO. DATE F 6.3.2.2.1 A E M METHOD OF RESCUE ASSSTANCE N E A N/A YES NO 1234567 23 A RE9ANNOS NO CAEIQ4AS A N/A YES NO
~ ~jR W FALLS - eta INSTALL H.C. SIGN PER DETAIL SHEET. _ - R ~ 1 VARIABLE WIDTH P LS 0 , PUBLIC R/W) ,BLE WIDTH 6.3.2.3.1 A NUMBER OF AREAS OF RESCUE ASSISTMCE A N/A YES NO 24 A E TRAIISIWAINNN FACILITIES A N/A YES NO
O CONSTRUCT 8 THICK CONCRETE DUMPSTER PAD. '--Grass Island B.O.m• 1997, P D.M. 1997, PG. 1357 6.3.2.5.4 A E TWO- WAY COMMUNICATION A N/A YES NO 25 A LIBRARIES A N/A YES NO
N 1
> e TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET 0 _ l 6.3.3 A E)OFTION OF AREAS OF RESCUE A N/A YES NO 26 A BUSINESS AND MERCANTILE A N/A YES NO
z O END GUARD RAIL ---T N 7 A DOORS, DOORWAYS & DOOR HARDWARE A N/A YES NO 27 A DR65AG AND MING ROOMS A N/A YES NO
1o INSTALL STEEL PIPE BOLLARD PER DETAIL SHEET >`_"=mar 5 ___N. w. 0 8 A@ STAIRS AND HNIDRAIS A NLA~ YES NO 28 A P@ MEDICAL OGRE A N/A YES NO
O ASPHALT PAVEMENT PER DETAIL SHEET 9 A SO GROLM NO FIOOR SURFACES A /A YES NO 29 A E P TRANSIENT LOOGING A N/A YES NO
12 CONSTRUCT DUMPSTER ENCLOSURE PER DETAIL SHE ET _ 0 10 A 0 MTRULING OBJECTS A ~ YES NO 30 A E P S NU.TI- FAMILY HOUSNG A N A YES NO
U) 13 O CONCRETE PAVEMENT PER DETAIL SHEET ~g y - 11 A P TOUTS AND PLUNGING FIXTURES A N/A YES NO 31 A E P COURTHOUSES. COURTROOMS, PRISONS, JAILS A N/A YES NO
N 14 PAINT 4" WIDE STRIPE, WHITE 12 A P BATH, BATHING AND SHOVER ROOMS A N/A YES NO 32 A E P S CHILDREN'S ENVIRONMENTS A N/A YES NO
15 PAINT 4" WIDE STRIPES ® 45. 2'-0" O.C. - - 13 A P NNW, RUWANS A N/A YES NO NO1FS
0 . Lij \4* ~ 16 MATCH EXISTING SIDEWALK .~.~.MATCH EXISTING CURB AND GUTTER SITE A=ARCHfTECTUIRAL, E=ELECTRICAL, M=MECHANICAL, P=PLUMBING AND S=SITE °h t
UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING PLAN
LLJ 40P - a r, a a SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON
< 1a REMOVE EXISTING CURB AND GUTTER - - - a--;. - - - a ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE uu, DESIM STATEMENT BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED I H THE DESIGN OF THIS BUMDNG WH THE
0 1s 4' WIDE CONCRETE VALLEY GUTTER __-Ts-¢-~~~~ cv --.-w, UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ERFBY NM ~
2a NOSE DOWN CURB PER DETAIL SHEET SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO 0 y NORTH CAROLINA STATE BULONG CODE;
0 21 CONCRETE TRANSFORMER PAD (COORDINATE SIZE AND LOCATION - 67 (/'F FINAL ACCEPTANCE. VOLUME IC - MWNG BUILDINGS NO FACILITIES ACCESSIBLE TO AL
WITH POWER COMPANY) LOT 21 02¢501 AND USABLE BY NfRI OISAILDIES AS I NAVE NDICAED ABOVE
0 22 RETAINING WALL, KEYSTONE OR EQUAL, DESIGNED BY OTHERS UD T OF NORTH CAROLINAr LLC Y ENGINEERING:-__-_-_ GRAPHIC SCALE
1 . . 2000, PG. 1158 23 15 X 350 SITE TRIANGLE PUBLIC UTILITIES: 30 0 15 30 60
cn za EXISTING TREE (typical) ZONED: TD-CUD O TRAFFIC ENGINEER: ME ~1*0 I I I Cl 02
USE; APARTMENTS (IWINDEP CONSTRUCTION) 25 POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN 1 inch = 30 ft.
CONSERVATION ENGINEER: PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
X

~ ~ ~ ~
~ r"""~^" I O I~
S f U fr ~ ~ ~ ~ N p ~ n
I TRACT T O M r:
~ 6~AKE D CJ~~f~ RL.iAL, LAC .r RL.iAL LLB ~ ~ ao s ~ a RICHLAND ~ Z M Q' 0
44-~~~~ COMIAON ~ ri
J U. ~.11'I. 4 ~i~ P Y'~ t e' ~ ~ ~ OAKS _ ~ r n
t ~CNED: TD-Cl. } ~ USE: . kNT ~ SI TE
} TW=245.00 ~I~ T / r a ~ J lQa. a 1 w ~ Q r Z
s, ~ ~ B 23 0 ~ • / a M1
~ 1 ~ ~ r~ ~ ~ ¦ ,r•' W ~ ~
1 1 ~ ~f ~ ~ # t ! ,
TW~242.00 t ) ~ / W FAILS OF NEUSE ROAD 1.2 C. NE Q -236.00 ~ ~ ~
WAKEFlEID
_ ..242 `"c4~, ~ _ 240 ,.e FAQ- W 4
~ `i'" I S 238 • O .e U (~h ¦ N
ti ! ~ f. ~ 1 z ~ ~ r a 9 0
~ ° u*i W a it7 RETAINING ALL J w e ~
~e ` > ~ I ~ . ~ r' ~'`®"'~'q"" s P 1 (DESIGNED BY OTHERS) l ~ 3 ~ ~ F U
1 ~ coMM~ s OA ; ~ KS OR
~ ~
~ ~ ~ ~ AREA ~2 I TY AP VICIN M
I 7 Ac. A~ ~ 1 -IN
t r ~ . 1 ~
! ~ , s ti ' . ~ 1 ~ ~ p f
15" PRIV TE - ; I ~ EROSION CONTROL NOTES:
~ , 0 ~ ~ ~ LITY EA.. ENT p.j - A B,O. .2000, PG~1645 ,f ~~II
~ p ~f ~ ~ ~ ~ ` ~ 1 P RMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS ~4 REA #3 ~ ~ ,~1 ) E
~ j..a WITHIN SEVEN DAYS AFTER FNAL GRADE IS REACHED ON ANY PORTION V
~ 5 , 2 AC. t r ATl N BE APPLIED WITHIN SEVEN ~ TW 44.00 ~ t to et OF SITE. TEMPORARY SOIL STABILIZ 0 SHALL ~ ~
N ~ t~:: ~ BW= 40.00 DAYS OF DISTURBANCE TO DENUDED AREAS THAT MAY NOT BE AT FINAL ~ o ? GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN ~ p o aR ~ ~ ~ 1 ° ' I i ATI N SHALL BE APPUED TO AREAS THAT H V ~
i 0<0~ h P~ ry ~ u r, fl 30 DAYS. PERMANENT STAB L Z 0 ~ W Z I
i ° ~ l', , ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. ~ o ~ x
''w ' v ~ ~ oaf N RETAINING WALL ` Q i fl ' ~ ~ ~ Q ~ ~ p ! ~6 + r~ 2) ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO ~ ~ ~
M o (DE D BY OTHERS) ~ 2~ O ~ P , ~ r ~ w ? } PA SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED \ a r a BE VED, xj 'P ~ ' I t >E ~ pr r ~ ~ IN ACCORDANCE WITH: ~ W
~ 3.00 , ~ Q ~ N , , .3 A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE OR W a I
B 9.00 ~C- 4 G ~ ry er a > ~ a~ ~ ~ a v w ~ r ~ rr ~ EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL ~ z ~ r Zvi ~ z ~ o I a .g ESTABLISHMENT. 0 0 .o
r -1 -1 RTIUZER OR E DIVALENT PER 1000 W r ~ y . ° B. 20 LBS. OF 10 0 0 FE Q a a ~ ~ 0 0
A ~ ~ 4 ~ iiii r ~ r ~ SQUARE F00T. ~.,I Q \ F ~
5"- ' , iii ~ ~A~;E ELO CC~~P~#ERCI~?L, LLC; r ~ i ~ ~ C. VARIETIES TO BE SEEDED: ~ x °'r~--•. 1 ~ s ',j 1. SPRING SEEDING MARCH 1 APRIL 30; SPRING OATS 2.5 W U~ o ~ ;o i C4)
C P, " ti B U.f4f. 0 C. 1~4 6 5 ~ r t r r I ~ ~1 LBS. PER. 1,000 SQUARE FOOT, ~ W pq i
l r 8.0.E . 199, P . 47 ~ ' r ~ ~ ~ < 2. SUMMER SEEDING -MAY 1 -AUGUST 1; WEEPING LOVE ~~E Z W ^ r t CURB l1dLET ~ • o r rr ~ " ' ~ , GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL C7 W o ,W r, .o
~GNE ~-CU[3 i ai ~ ~ , -"s4 a T C ELEV. 2,4•..3 Z o t ~ , t a , ~ " . OF SAWDUST FOR UNIFORM SEEDING. a a r ~ ~~.1 D_ p to OUT{30 X38.3 N P R 1000 S ARE FOOT. ALL W
USE; VACANT ~ ~ ~13 ~ r ~ , - 3. ASPHALT MULCH 6 GALLO S E QU
I ~ AREA 4 : ~ , 0.36 A _A ¢ ~l SEEDING WILL BE MULCHED. r ~ I ° ~ R ,c~sil~rr•,r
6 A N r ~ T WN ~NGINEER AND OTHER APPLICABLE AGENCIES SHALL MAKE A ~
1 7~ , N ~p N CONTINUING REVIEW AND EVALUATION OF THE METHOD USED FOR THE ~ , wtt r ~ ~ ~ ~ ; p r $ 3 a OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. ~ ~ F
~ , \ ~ { AR #3 O ~ ~ PAN MAY E AMENDED t1 ~ r ~ ~ \ r APPROVED EROSION AND SEDIMENT CONTROL L B
~ ~ ~ ~ t ~.49 Ac. r ~ ~ ~r~ ~ VIN A TH RITY IF ON SITE INSPECTION INDICATES } ~ BY THE APPRO G U 0 SEAL t 1 ! 0 ~ 19 ;E : a t
"t : . t r U n THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN 24541 t # - I NTATI N IF BECAUSE OF r ~ ~t ~ . ° CONTROLLING EROSION AND SED ME 0 OR
' ~ U) m p~ CHANGED CIRCUMSTANCES, THE APPROVED PLAN CANNOT BE CARRIED ~A' r ~ ~ ~ + 1r ~ r. i' ryG~~ `w fi~
i ~ `30 ~o ~ - ti r Y d I ~ OUT. ~
e ~ ~ 22 / ~ y ~O~IE lOQ YEA F>_(70€7PL ~ raj 8 ti y p` Q r ~ Iv ~ qty g~R~,,, I ~ of ~ I~ ~ 4 CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL 4 € , )
(9DQ YE:4R OOUPLAIN LI TS ~UBJ ~ ~ O 0 • Id UTILITIES PRIOR TO BEGINNING CONSTRUCTION, I , r ~ ~ ; , { r I-~I~I~I,AND 13~RK A.T ~tAl~~l"IELD, LLC
~ rn r a~~nr a pCC~ ^(~~srfTS, ~ :TTC. !r ~ ~ \ I-® ~ ~ Z ;s ~y~~,p 47 5) THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT 800-632-4949
~ OF #~RP REVES€ t;ASE 98-1 ~ 1~1R. ?2 t ? C ~ ? ry ~ I J ~ J ~ I ~ e 48 HOURS BEFORE BEGINNING ANY EXCAVATION OR UTILITY WORK. ~ ~t~r~El~: TI7-cua m ° 1
~ ~ m ° ' USE< ~F(~1=5 UI~DCR CC3NSTI~UGTION~ 6 EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, ~ r I~ ~ )
I r ~ ~ ~ I ~ f, SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT Q
~ i ~ ~ I I I > ~ i ~ ENTER STORM DRAINAGE FACILITIES. 0
~ ~ ~ ~ ' ~ ~ I U ! s ~ 7) PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE
~ ~ l j i ~ KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY ~ s ~ ~ VEHICULAR TRAFFC OR RUNOFF.
; \ N I ~ fr is ' w I i~ I VIA
~ E I ~ - - 8) ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE S TE
! ~ N W I a" , ``~-.L,~ ! R THE CONSTRUCTION ENTRANCES. W CA i ! R ~
~ ~ I ~ ~ ~ f 9) EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE ~ O
,1~` I p s ~ UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO Q N
~ ~ 1 ~ P i ~ 15' PRIVATE THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION Z .~J f t ~ ~ UTILITY EASEMENT CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR a (Y
ti~ ti ~ ~ I ~`t ~ 3 g "e '3 UNLESS OTHERWISE NOTED. W I ~ I ~ s B.C.t~4. 2000, PO. 1645 m
-7 ~ ~ ~ ~ v ~ ~ ~ ~ ~ ~ ~ } i ~ TH APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND ~ I ~ r ~ 10) E ~
~ ~ TRAPEZOID ~ w ~ ~ TEMPORARY VERSION a ` I ~ it ~ s ~ ,-y CONSTRUCTION IS 4.92 ACRES.
~ I ~ t ~ ~ ~ 8' BOTTOM ~ a } ! I ~ AR A DRAINAGE SUMMARY
~ PTH ~ 4 ~ ~ ~ ~ ~ 2 DE ~ f • r : ~ ~ 2:1 SIDESLOPES f ~ ~ r s e , PIPES E » " " , c~ ~ r ~ -`ti s >I LABEL LENGTH SIZE SLOPE TYPE AREA C I "A" Q' O
X01 Q~ F ~ r' e I ~ 'a a 30° PRIVATE STORIV I~ 3 ~ s a - P- 1 60' 15" 1.67 HDPE 1 0.8 7,22 1.2 0.96 I I ~ 1 £~RxINAGE EASEI+~ENT
w ~ ~ ~ ~ ~ ~ I . ~ ~ AREA 5 ~ ~ ~4 ~ REA #7 ~ ~ } ~ I ~ ~ I t ~ ' + ~ P- 2 . 0 HDPE 2 0.8 7.22 0.17 0.14 I t i p ~ i I g E1.O.M. X000, PG, 1645 90 15 2 5
> I 0.79 c. .18 Ac. I a ~ ! } I ~ ~ i I ~ ~ (TO BE RELOCATED) P- 6 130' 15" 10.00 HDPE 3 0.8 7.22 0.62 0.50 _ ~ I i ~ ~ i I ~ I P- 8 0' 15" 4.86 HDPE 4 0.8 7.22 0.36 0.29
~ ) ~ r ; I ~ g I s ~ CURET INLET 6 r`' ~ I ~ ~ . P- 3 2. 7 HDPE 5 0.8 7.22 0.79 0.62
i i I- ~ _ I " r i t ~ ~ s t ~ TIC ELEC. 23r.~ 95 18 3 W 7 I s ~ ~ s s ~ :~e ,a''f ItJ 30",: 2,30.4' P- 7 125' 15" 2.40 HDPE 6 0.8 7.22 0.25 0.20 r~
~ 7 i ~ ~ ~ 1N 48"}: 223.3' P- 4 220' 18" 2.61 HDPE #7 0.8 7.22 0.18 0.14
~ ~ 4 ti y ;J 3 ~ ~ ~ ~ ~ I ~ ~ f s ~ ~ i OUT 48° . 223.3' 8 0.8 7.22 0.49 0.39 Q ~ i f . ~ ~ P- 5 55' 18" 9.09 HDPE I OP ED PRIV TE q
I } t t ~ ~ ~ r ~ P- 9 45' 15" 10.00 HDPE #9 0.8 7.22 0.79 0.61 S E I~ I I~
S t I -f~4 P ~ ~ ~ s ~ ~ TPA~T T S - - ~ I€ ~s s~
~ 1 P I 1 ~ s ~ ~ 44,F:if~~IELD CJMMERCi~L, I-LC -r-.•~..,. ~ I ~ ~ i , ~ a. ~.~},I~{, ~ c~g~, pC, SITE DRAINAGE STRUCTURES
~ ~ 1 f ~ . - ,I, s I< . s! i l a 7GIdEt1. ~(j-~I~U STRUCTURE T C INVERT TYPE "C" I A "Q"
1 'i ~ ~ I s ~ ~ ~ j I # I- 1 236.50 231.75 CURB INLET 0.8 7.22 1.20 0.96
s ~ ~ ~ ~ ~ ~ ~ PROPOSED PRIVATE I s ~ I 2 235.50 230.75 CURB INLET 0.8 7.22 0.17 0.14 (n
3 STORM DRI~INAGE - r- ~ " ?i '~j ~ s ~ ~ ~ 4 s ~ T 0.25 0.20 . I ~ `t i ~ ~ s ~ s ~ I- 6 240.50 236.50 CURB INLE 0.8 7.22
~ ~ 7 ~ ~ ~ ; EASEM T FLARED END SE T10N ~ r _ ~ ~ INV. - 214,00 ~ ~ - \ s ~ ~ ~ t ~ s ~ I- 8 233.50 229.17 CURB INLET 0.6 7.22 0.49 0.39
ij W/VELOCITY DIS PATOR ~ ~ ' " - ti ~ ~ AREO END SECTION r I~-~-~`"~,jie - ~'i~,. S~~ I ~ ~ g 3 4 ~ • I- 3 233.50 228.50 DROP INLET 0.8 7.22 0.62 0.50 ZP ~ ~ s ~ ~ I s ~ I- 7 231.50 223.50 CURB INLET 0.8 7.22 0.18 0.14
~ ~ ~ ~ ~ I V. ~ 212.00 ~ RIP-RAP ~ . I CHANNEL ~ r• ~ ~ i ' ~ ~ ~"~t's ~ a ~ s I ~ - 226.25 CURB INLET 0.8 7.22 0.36 0.29 r,. ~ -^"~~7P~ t s / I ~ I ~ 3 ~ I 4 231.50
W VELOCITY DISSIPATO ~ . ~ ti 3 ~ ,p Tp _ > Lea p I I- 5 225.50 220.50 CURB INLET 0.8 7.22 0,79 0.62 Q ~r~ t` ~ I REMOVE EXIS G~~. ~ ~ ~ t s ~
i ~ ~ Tp= - - - v . "'Q I ~ t ~ I- g 220.67 CURB INLET 0.8 7.22 0.79 0.61 .---'f.y-rt~"`~ 48 PIPE 33~' '::1< i , ~ s 225.50 V ! \ I Stlt c0 0, , ~y F ! s 5
- ~ I ~ " i ft C~.IRB 11~1LEWT 2fl' CITY OF RA>_~fGN / 48" F.E, . , I'~ 'r~ t~ ~ i'h TfC~4.3 ''~SA.N#TA.Rf SEAR EASEMENT
r ~ 20 R 7C S (7RM mm ~ ~ ~ 0 ~ INV. ELE ' 222.8" s ~ ~s ~ s ~ I` ;Pd~4.8"): 2..25.2'
s ~ q a ~ E • F 9 8 A f~' ~ A r~~ j
TO BE RE CATED - f OO i~ ' 4. , „ CONSTRUCTION SEQUENCE. W s I . ; i ; ~ ~ ~ / ~
~ f . . I ~ ~ s I ~ IN LNG P RMIT.
N ! ~ 1 ,r N ~ ~ ~ > ~ s ~ s ~ ~ I I ~ ~ ~ 1, OBTA GRAD E p ~ ~ s ti _ ~ I s I~ ~I ~ ~ • Q
to ~ t .r s ~ ~ s I ' _ ~ ~~CP~ 1t~E 2. CLEAR ONLY THOSE AREAS NECESSARY TO GAIN ACCESS TO AND O cv I l ~ ~ 60,1' Bak, _.~-s-~-------~-`~ - 4$,,, _ DER I- ~J.I
a ~~'ti, i a 0- 1, ~ ~ I E 1 , ~ ~ I ~ ~ f-- ' _ " Tp,~Y INSTALL EROSION CONTROL MEASURES. ~ r AREA 9 x ~ ~I ~ ~ I - ~ ,~1a1 ~ ~
-'i t J O Ctl ~ f SEDIMENT TR~;P - SA ILTER RED END N N> ~ ~ I } O.76 C• I ~ s ~ $ I } ~ _ 3. CONTINUE fNSTALLING REMAINDER OF EROSION CONTROL DEVICES, Q W
~ "'r 1 I ~ > ~ N ~ ~ i DUR NG CONS"RUCTION ~ S CT10NS ~ N N` _ ~ 3:1 SIDESL(1PES ,r ' IN . = 214A0 ~ o N ; s ~ i f" ti x s ~ ~ I i r ~ --S' FARING ONLY AS NECESSARY TO INSTALL MEASURES. ~ I ~ r ~ l I n ~ I ' .---~-I ~ CL ~ ~
~ 2' DEPTH ~ f w N N ,I- 9d c 0- d2 ~ ~ W ~ I , ~ S ~ I ~ ~ m NOTE: CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL O
24 X 154' TTOM ~ ~ . ~ y ~ ~ ~ STONE OUTLET I ~ ~ I f''~" ~~E ~ 3 I g I ~ FLAGGING/FENCING ALONG AREAS DESIGNATED AS UNDISTURBED Q
ray ~ 3:1 SIDSLOP?;5 ~ P I ~~»a'~`~I' I~ ~s I~ BUFFERS OR STREAM BUFFERS. W S' MAPLE i2" P3t~E ~ ~ / f ~ ~ ! =Z
" ~ ~ 16' WIDTH ~ ''j ~ " . r µ"~~_~~`~y,,,,.-~~~ I~, ;,~y S~gH 4. CALL 890-3500 FOR ON-SITE INSPECTION BY CONSERVATION I-J
~sx ~ w ~kgs~ a 12" ~§APLE ~ s RIM ELEV; 2,,3.3 8;' INSPECTOR ANO OBTAIN CERTIFICATE OF COMPLIANCE. O s c~ E.' ~ t^INE e ~ t~ ~ ~ ~ U
n s IN~B" t~.k.P. ; 227.02" n ~
N k - 1 6' OAK 12" F3PfE v/j 1 ~ ! y 1~ ",j ~I~T P,V•C° ; 2226.822' 5. BEGIN CLEARING ANU UKUbtSINU. MAIN IAIN UtVIUUt l AJ NttUtU. it 8, " 1. MAPL ! O RNE { } i
" MAPLE ` 8" M.A " (ty i2" PENE yr, r lp--;- e 0 ` 0 J ? r ? 12 PENEO PIN[ t ROUGH GRADE SITE. v. r^ am*" iN
0 4OURWOOC 2" P' e { 8° OAK 6° SWT. GUM a"I e' © R AND PROJECT INLETS WITH O RESOURCE ER J = Era 9» MAPLE ~e-•~ `;C. s y„t'~ , ~ 6. INSTALL REMAINDER OF STORM SEWS J ~
0 O fi' AK 13N c0 / ti 9" k LE' G' OkK N N k 90` PINE i f Q » , APPROVED MEASURES AS SHOWN ON THE PLAN. PRIOR TO WALL CONSTRUCTION. LL elf ;4' NE A t J 0A 1 {L
" I s 6= PAK P; N 6" PINE { SW'T. !,'LM J MF,NLE' 14` OyPLAR A Gum 5 MAPLE MAC O 0 1. 7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
~ i 51 as"tVT. CUM Q 3 z I LININGS, VEGETATION, PAVING, DITCH LIGS, ETC. W
= 8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED Z =
- - 1 EXISTING SIGN EASEMENT COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. i
50' NATURAL __21 F~ 71 - I 16 r, a a Of 00 Ld HCCh MP1w 1999 , PACE 47 Z O J ° D,` P 9. IF SITE IS APPROVED REMOVE TEMPORARY DIVERSIONS SILT FENCING W I I
R ~GJR E BUFFEY - _ ~Tc Knix.~ IU~ 1 Z RAP ~ S ~ SEDIMENT BASINS, ETC., AND SEED OUT OR PAVE ANY RESULTING ~ ~ Q I M J YP) l a Y (1'
CURB ~a CURB INLET BARE AREAS.
T /C ELEV. 2;~.'g 0' ALL REMAINING PERMANENT EROSION CONTROL DEVICES (SUCH AS
C3UT(3f 1 Ol1T(78"): 224,0 _w------ ~ ~~a.~- - ~i' _ VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW.
C, - - EXISTING CD GU ARD DRAWN BY: RC o I 10. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE :N
RAi_ AQ INSPECTION BY ENVIRONMENTAL INSPECTOR. DATE: 10/30/01 RO 101
m ASPHALT ROAD. Re L NE SE F NEU S 0 W FALL W F NEW BLIC R/) REV NO. DATE FE
(U - (VAR 11. OBTAIN A CERTIFICATE 0 COMPLETION. (ABLE WIDTH PU
. ,~ras;s Woad ~~r.s r3 s~ i a M. 1997, PG. 1357
GRADING/EROSION CONTROL LEGEND Cu
>
Z FLARED END SECTION STORM DRAINAGE *e, ',dry _
CATCH BASIN SILT FENCE I _ " UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING
~ . YARD INLET - TIP - m - CL TREE PROTECTION a -x x- FENCE LINE CURB INLET SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON
3 O STORM MANHOLE _ ° T,JC ELEV. 22.x;.9" ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED Z IN 18« : 2226' }q . 2220' " ~ ° UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
DIVERSION DITCH ti INLET PROTECTION LIMITS OF DISTURBANCE 1 I SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO
p DRAINAGE FLOW ARROW CLEARING LIMITS ° FINAL ACCEPTANCE. 41
o + X.XX PROPOSE SPOT ELEVATI 1111 I I PHASE LINE CES -
PROPERTY LINE _ _ = GRADING & gas __s = 40 ENGINEERING: _
Y ~ PROPOSED SPILL CURB n..- - - - - - RIGHT-OF-WAY LINE iw" - - GA,._ EROSION
H HEADWALL a LLJ . PUBLIC UTILITIES: _ - CONTROL
Lr) PAINT STRIPING - CENTERLINE _ _ - APPROX, LO-0. GAS LINE ~~s 8 TRAFFIC ENGINEER: PLAN
ZW CONTOUR T_. ~ ~ a a
NHANDICAP RAMPS CONSTRUCTION ENTRANCE I p CONSERVATION ENGINEER: r -
N /F cz>
450.50 TOP & BOTTOM - LOT' 21 Y 450.00 CURB ELEVATIONS CONCRETE
B,O~ M, 2000, PS, 1168 W TW=XXX TOP OF WALL ELEVATION
BW-XXX BOTTOM OF WALL ELEVATION - SF 9F - SILT FENCE FILTER GRAPHIC SCALE
(NOTE: BOTTOM OF WALL IS NOT iffil OUTLET 30 0 15 30 60 kt
U) BOTTOM OF WALL FOUNDATION) USE, APARTMENTS (UNDER CONSTP CTIONI -RD-RD- ROOF DRAIN, 8» ADS NON-PERFORATED TUBING OR EQUAL HANDICAP PARKING AREA 1,0% MIN. SLOPE, 3' MIN. COVER Cl 03 3
41 MAXIMUM 2.00% SLOPE PVC SCHEDULE 40 IN TRAFFIC AREAS 1 inch = 30 ft.
X

N O ~
~C M n OD n
~ N O ~
~ M M U ~
8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER 2' MIN 2' MIN ~ ~ 00
COMPACTED ~ ~ ~ r c~ ~ 0~ 1- ~ _ ~
~ - o>, X 1 ~ = W
f~, 1S~Rt~~ J Q 'd' Q W O
MIN. 12-1/2 GA. _ INTERMEDIATE STEEP CUT OR FILL SLOPE _ - - - ' t ~
MIN. 10 GA. WIRES LINE WIRES w e~~C ~ a
N TALL ETO EC D 2:1 SLOPE (MAX) 26 ~ ~
2 1~ ..ti„ ~
GRADE - STABWZE DIVERSION DITCI WZE DIVERSION DITCH ~ n :'r 1 ~ ~
WITH TEMPORARY SEEDING . w. , . 9za~ 1 i o TEMPORMY SEEDING :ROSION CONTROL
CROSS SECTION AND EROSION CONTROL NETTING NG ~ ~z ~ ~
,2 0 22
W -
~N ~ ~ ~
6 16 ~ ~ rye, ~ 2 ~ ;n
STEEL PosT POSITIVE GRADE 1.0~ MAX. Z Z 1A Q _ _ 2
UPSLOPE TOE WOVEN WIRE FABRIC ~ ~ ~ a 1
SILT FENCE GEOTEXIILE FA~21C N iv ~ a ~ ~ 1 ~
NOTE: ~ SIDE SLOPES ~ ~ r w : r
-USE SILT FENCE ONLY WHEN DRAINAGE AREA o o flLL SLOPE NT a~~'' r~ ~ . SEDIME ~ Q+
DOES NOT EXCEED I/4 ACRE AND NEVER IN ~ $ y 2 1 (MAX.) \ \ \ \ \ \ \ \ e FOR REPAIR OF SILT ~ \ \ \ \ \ \ AREAS OF CONCENTRATED FLOW " i FENCE FAILURES, USE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ AMBER ~ CH ~ ~
~ r,..' ; No. 57 WASHED STONE. \ \ \ \ \ \ \ \ \ \ -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. \ \ \ \ \ \ \ \ \ \ o A m l
n ks GRADE FOR ANCHOR WHEN SILT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FENCE IS PROTECTING \ \ \ \ \ \ , 1 ~ I U
CATCH BASIN. \ \ \ \ \ " " ~0 ~ 4W YI
o s' MIN. COVER STEEP CUT OR FILL SLOPE I OVER SKIRT " IP P ~ ~ ~ ~ D~ SLOPE NCDOT CL B R 1 ii a o
REVISIONS " ~
DATE DESCRIPTION aNCHDR sKIRT as REVISIONS DIRECTED BY ENGINEER " DATE DESCRIPTION a ~ ~
PLAN VIEW ~
35 LF 6" TYP ~ a ~
PERFORA 50> ~ a a PLETELY ~ ~ ~ ~ ~ ~ N PIPE TO BE COM ~ w
ti ~ I~ ~ WRAPPED WITH FILTER ~ a z z
FABRIC " ~ ° 1 ~ z ~ °o
~ c~n~-_s I W ~ D;o 0 n i
~ ~ SAND ? ~ ! ~ D~ x a
5 FT I CH AM ER I I~ w a o c~
MIN ~ ~ ^ tr ~ ~ ~ . to
1.5 FT W 5'~ RISER ~ r ~ Q ~ ~ w ~ ~ = 1 .00 ~ ~ w O I z x a
1800 C /AC g~, 2 3 W TYPICAL RIP RAP CHANNEL iP RAP CHANNEL CREST ELEV 2 7 ~ ~ N ~ I w INV = 212.40 ~ Z ~ c~ ~
NOTES: o p0 5 FT / i I N. • ~ MAX - s ~ . .c a J r'sm`
1. USE FOR DRAINAGE AREAS Q _T r w 0- o o ° _ ~I ~a
NOT EXCEEDING 5 (FIVE) ACRES. o D d _ W - 4" to 12" 45LF24 0 Q ~
2. EARTH BERM SHALL BE STABILIZED w SEEDING 18" H 0-RING RCP ~ ~ ~ I C71~~ ; i v ~ ~ I
ACCORDING TO TRIANGLE SPECIFICATIONS. FILTER 6" ^ CROSS SECTION FABRIC FILTER FABRIC OR ®0.89 - ~ I SERI- 1
~I FILTER FABRIC OR 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. GRAVEL BEDDING GRAVEL Bf.DDING =R FABRIC OR ~ ua ~ ~ 24501 INV = 212.00 ~ ~ ~ t° VEL Bf.DDING ~ ~ w ~ ~ ~
OVERFILL 6" vim:
DESIGN FoR sErTLEMENT _ T NE CENTER DRAIN TRAPEZOIC~/~L PARABOLIC SHAPED WATERWAY WITH S 0 I ~ p ~ ,,Rip g~~?
SETTLED 21" ~ (SHAPED BY BULLDOZER) TOP 1 FREEB~AR - VELOCITY DISSIPATOR ~ ~ ~~~hunuu~~~, NCDOT CLASS B RIP RAP ~ ,I
MIN \ \ NOTE: \ \ 1 'L X 14'W X 22" THICK
TO BE USED WHERE EXCESSIV RE EXCESSIVE STORMWATER 2 - NHE ~ ~ OHIBIT VEGETATIVE LININGS. 1 ~ @ #
VELOCITIES PROHIBIT VEGETAT - g qq.~,,,,, 10 FT MIN 1.5 FT G"' ! I I I
~ _ o0 0 ~ p X2:1 SIDE SIZE OF STONE MUST BE DET E MUST BE DETERMINED BY > sx ' .
5 FT ~ o g_°~p° SLOPE MAX W APPROPRIATE DESIGN PROCEC MAX FILL o ° "d DESIGN PROCEDURE. , ~ ~ ~
o~U °~~p o o d DIMENSIONS FOR d EC W VARI ~ t~a ~ ~ OR d EC W VARIES ACCORDING ~ ~ ~a
FILTER ~ ~ 1:1 SIDE SLOPE I TO DESIGN. RI o~~~ MAX ATURAL 1 " FAB C o N 4 to 2 r~
Grt~uND 1B' RIP RAP DEPTH AS PER DES1 r a`~? =p O f H AS PER DES1G~l ~ , n
3 FT „ .,.~F• ,:1 • TABLE. MIN 6 FILTER FABRIC OR 30' SCALE: 1 =
GRAVEL BEDDING
TABLE. ABLE.
MAINTENANCE _ RAIN TONE CLASSIFICATION RIP 0 J RIP RAP DEPTH
V SHAPED WATERWAY WITH STONE CENTER D S INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD aF SICNIFlCANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL (SHAPED BY MOTOR GRADER} A 9' • ALL REBAR TO BE ~4 ~
DIMEN50NS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEP1H OF THE TRAP, PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. B FTm NOTE. D >MTH A o N 18 REBAR CONE TRASH 7.00 ~ REBAR GALVANIZE
TR TUR FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM CLASS 1 24 RACK SEE DETAIL). 6.00 FT BITUMINOUS COATING J ~ ( .00 FT0 a W
REVISIONS CHECK THE s uc E REVISIONS Of 1.5 FT BELOW THE LOW POINT aF THE EMBANKMENT. IMMEDIATELY Fu.L ANY SETTLEMENT of THE EMBAPk(MENT TO SLIGHTLY ABOVE DESIGN DATE DESCRIPTION CLASS 2 24"-36" 8' 8' MIN. 2 FT. m ( )
DATE DESCRIPTION GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. TOP OF BERM EL. 218.30 O F-
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE 1HE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. (MINIMUM ELEVATION) 1 FT. U O
1 FT. 1 p
CREST RISER EL. = 217.00 3 r~
1 4 REBAR
~ - 1 1 FT. ~4 REBAR 3 5 TOP RIP RAP/GRAVEL BERM = 0 3 BERM ~ ) ELEV. 216.0 MANHOLE
4 DEWATERING CONCRETE BLOCK 5m 3LOCK 1 RISER SECTION
gFl ~9k BAFFLE (TYP.) O~ " W
lffN F~' S EARTH BERM S• EL. 214.00 18 TOP OF SAND EL. 214.00 . EL. 214.0
N Ob0 0~m OC MIN 0 N VIEW Q KEY RIP-RAP GRAVEL 45 " ELEVATIO
eMINC - 8 ~ ~ _ ¦ L.F. 24 0_RING NTs FILTER BERM 1 BELOW RCP 0.89
o ¦ ¦ ~ ¦ e ~ FINISHED GRADE
~ ~ o o~ n $ NCDOT CL 'B' RIP-RAP BERM 5 FT. INTERNAL DIAMETER
~ >t e WITH 1' THICK X57 STONE INV. OUT = 212.40 MANHOLE RISER
- 4b ~ ~ . ~ s O FILTER ON UPSTREAM FACE.
s• ° 0 - " o " " » 8'm: 30" THICK 35 L.F. 6 m TYPE S HDPE AEON 5'~
o - b k~ o PERFORATED PIPE. PIPE TO BE " EXTENDED B S
0 EXTRA POST IN MIDDLE c'ONSTRUCTION SPECIFICATIONS / MPLETELY WITH FILTER 6 m PERFORATED MANHOLE RISER BASE. 10' (TYP.) WRAPPED CO = 12.50 HDPE INV. IN = 212.50 V= FABRIC. PIPE INV. 2 W
"HOG WIRE ATTACHED TO POSTS WITH LENGTHS OF OPENING t4O o 0 > ~
OF WIRE HORIZONTAL METAL POST SEDIMENT PIT 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE _
WIRED SECURELY TO VERTICAL ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL ~~'oOOQ' ~ o P05~ DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ~4 REB WELDED TYP.) Q
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM NOTE: PERFORATED PIPE (SEE NO ) F TYPE "S" HDPE
BAFFLE INSTALLATION -STEP 1 DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST CLASS {e1 RIP RAP INSTALL ONLY 5 L 6 WHILE SAND FILTER IS BEING USED AS TEMPORARY FILTER 5 00 FTm FILTER FOR REMOVAL,
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 2:1 SLOPE, GRAVEL FILTER AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. BASIN. ONCE THE FILTER BASIN IS APPROVED 6.00 FT ~
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT IN TALL REMAINDER OF HDPE PIPE. S 7.00 FT0
ROWS BY PLACING 2 X 4 W000 STUDS THROUGH FABRIC CUT AND FOLDED FABRIC FOLDED WIRE SCREEN AT A T 'TNT OVER HOR120NTAL BLOCK OPENINGS. Q
1. DRIVE STEEL FENCE POST LE S 18 0 OVER THE HORIZONTAL SOLID GROUND POST FENCE POST W 3.50 FT T
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT DEWATERING 2. WOOD POSTS ARE NOT ACCEPTABLE WIRE MESH WITH 1 2-INCH OPENINGS OVER ALL POOL .L - DEWATERING ~
HORIZONTAL POST / BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. _ J. USE STAPLES 1' APART TO ATTACH FABRIC PERSPECTIVE VIEW _ _ _ _ _ _ _ PLAN VIEW Q
TO 'HOG WIRE' FENCE AND FABRIC - ,e ~ BURIED IN TRENCH 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN Ms W O f NTS ~ ~
q gqm r qoq^r~ qc pcp gong?~F^ pLAP: ~•y 'lr c cc r i I~ n r f" ~ i rTC' pp~ l~Cn ~ t.linuCCC AC! (1 r t Tf~P HIGHER THAN THE BOTTOM OF i~ MIN. oo 16"
THE SPILLWAY OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 2' MAX. , _ ~ SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED _ _ oo e _ Q W 1 ~ I
BOTTOM of BAFFLE NJ s'xs' TRENCH,- STONE IS RECOMMENDED. - BACKFILLED AND ao r'~'"`'~9 TRENCH AND TRENCH ~ _ II~JJF l I W
FILLEO wITH saL AND coMPACTED I_I I I_I I 141=11I=11-I I -III-I I1=1I I O z
COMPACTED ' I II~II~~~ .•x ~I j X111- ~ Q NTS W Z Iz
REVISIONS ~ REVISIONS I-III-1111 III=11 II _ I DATE DESCRIPTION SECTION AT OPENING DATE DESCRIPTION SEDIMENT I I LL. _ - F- J ~J
O O O
BAFFLE INSTALLATION -STEP 2 U ~ oQ >Q
~v ~U
NCDOT CLASS "B" RIP-RAP ~ J
12'Lx14'Wx22" THK. AVG. J = DIA.=6 Q ~
24" 0-RING RCP ~ U- 6 WIDE ~ -O
Q 3Z ,Z
A r-• A A 11'1 r l l T c D I, I
Z3
50' MIN. NOTES.
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP ND FILTER OUTLET STRUCTURE NOTES: w _ SA ASTM C76. THE JOINTS SHALL BE
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. STANDARD METAL POST: 2D METAL POSTS 2'-0" IN GROUND BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, z J 1. 24 Y
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT CONFINED RCPNED O-RING RUB d BER GASKET JOINTS MEETING ASTM C-443 AND ASTM C-361. Z ~ Q ~ C_478 AASHTO M-199 MONOLITHIC BASE. THE MANHOLE ~
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- 2. THE MANHOLE OUTLET RISERS SHALL BE 5 I.D., MEETING AS SHALL BE SECURELY ANCHORED TOGETHER TO NIZED JOINTS SHALL BE ASTM C-443 RUBBER GASKET JOINTS. MANHOLE JOINTS J-
ING OVER THE STONE, THEN THE TIRES OF THE GALVINIZED 2"-3" STONE TO BE USED 25 OR WIDTH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE HARDWARD WIRE WARD WIRE PREVENT SEPARATION.
EXISTING (SURGE STONE OR RAILROAD:.:,: PROPOSED STREET, PUBLIC ROAD. EXTENDS TO ROADWAY BALLAST):WHICHEVER IS TOP OF BOX SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. STEPS !DS TO 3. OUTLET STRUCTURE IN ACCORDANCE WITH NCDOT STD. 840.66. PARATION DRAWN BY: RCN RCN :
GREATER. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS )F BOX ATTACHED TO RISER BASE TO PREVENT RISER/BLOCK SE 24" FES SHALL BE 4. CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY DATE: 10/30/01 30/01
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY DATE
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY 0 12 FT. v OUTLET STRUCTURE MATERIAL SPECIFICATIONS: REV NO. DATE
° RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL Cu RESPONSIBILITY FORM.
24" FES PLAN 1. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED.
v Q v 8 0 » INCH DIAMETER DRAWDOWN PIPE SHALL BE TREVIRA 1120 OR
PLAN 0 24 2. THE DRAWDOWN PIPE SHALL BE 35 LF-6 INCH DIAMETER TYPE 'S' PERFORATED HDPE PIPE 0-RING 3. GEOTEXTILE FABRIC FOR THE 6 APPROVED EQUAL (NON-WOVEN FABRIC)
°p° N 0 RCP
o - ~o Q K = _ _ 22" LAYER OF CLASS 'B' AND COMPACTION SPECIFICATIONS: _ll1-111_111-II L. 7. ~ ~ i I I=111=I ~ (=1 RIP-RAP BERM SOIL
T 1 . ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, M MOISTURE CONTENT. NO BLASTED MATERIALS SHALL BE 11 I _ _ =
Z O ZD NEW CONSTRUCTION - 6 ~ ° r I I1~a IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST 95% I4 FILTER BLANKET II USED IN STANDARD THE EMBANKMENT MAXIMUM DRY PROCTOR
35' MIN. 15' MIN. Q HALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR DISPERSIVE. CHARACTERISTICS.
EXISTING ROADWAY 0~t 8 ° o 3 NOTE: CONSTRUCTION. DENSITY, AT SOILS SOPTIMU A-A A RI FILTER AND SOIL BLANKET FOUNDATION. O BE SECTION . IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE FEET
~ 0 0 N blanket 2 VERTICAL FOOT Of FILL.
QJ[b~•o00Q7 O o MIN T A THE INSTALLED FILTER BETWEEN BLANKET THE (SEE filter b NOTE) PER TREES Of ANY TYPE MAY BE LOCATED ON THE BERM SECTION.
N 6" MIN. 0 0 WILL CONSIST Of A MINIMUM 4" THICK LAYER OF 3. DE WILL C 111S
.-1 0 w STONE(NCDOT #57) UNDERLAIN WITH MIRAR FILTER STATEMENT OF RESPONSIBILITY: TAILS
w Y # 57 WASHED STONE PLACED TO A WEAVE 700 OR APPROVED EQUIVALENT ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY Of KERR DRUG
/ FABRIC UNDER STONE HEIGHT OF 12"-18" MIN. ABOVE H CORPORATE HEADQUARTERS
w TOP OF BOX a REVISIONS REVISIONS
a DATE DESCRIPTION CROSS SECTION DATE DESCRIPTION
c~ SAMD-N C-11-TER
0 0
CU
Y 'CT1 ON 14 I 07
W CONSTRUCTION ENTRANCE 7 STANDARD CATCH BASIN/YARD INLET PROTECTION Y UN-DEFINED
(!l
7
X

-;~1-~-~---.~
M~'r
~ y
i ~I
i t
~ ~
NST R TI U N RALEIGH, NOI~"TH C PROJECT NO~ FC JANUARY 2002 D F~A~TINGS
CAROLINA I~~
CC-OI000 C-1 S~P~
C-2 UTILITY PLAN
~OOZ C-3 GRADING, STORM DRAINAGE, AND
EROSION CONTROL PLAN
C-4 SANITARY SEVER PLAN AND PROFILE
SITE DATA:
DEVELOPMENT NAME: THE GARDENS AT WAKEFIELD PLA STREET ADDRESS: 12800 SPRUCE TREE WAY :ELD PLANTATION D~ Z Dri lA1L?7
A'AKE COUNTY PIN: 1729-98-632"r D-2 DETAILS ~
RECORDED LOT NUMBER: WAI~FIELD PLl?TATION TRACT 69 rxacT es
ZONING DISTRICT: SHOPPING CENTER -CUD
TOTAL NUMBER OF LOTS: 1 LOT D-3 DETAILS ~
GROSS SITE AREA: 4.80 AC.
TOTAL NUMBER OF UNITS: 121
PROJECT DENSITY: 252 UNITS/AC. i D-4 DETAILS
O Q pC g8 TOTAL DISTURBED AREA: 4.19 AC. U 1 LANDSCAPE PLAN
SITE IS WITHIN CITY LIMITS: YES
SITE IS WITHIN FEMA FLOOD FRINGE: NO
~ PROPOSED BUILDING USE: INDEPENDENT LIVING APARTMENTS 1RTMENT5 (NOT A CONGREGATE CARE FACILITY) ~2 LANDSCAPE DETAIIS
PROPOSED TOTAL BUILDING AREA: 153,220 SF (4 t'LOORS ~ 38,305 38,305 SF EACH)
o PROPOSED BUILDING FOOTPRINT AREA: 38,305 SF (4 FI.~OORS)
PKOPOSED BUILDING LOT COVERAGE: 18.3% LT 1 LIGHTING PLAN
FLOOR AREA RATIO: .73
j~j- BUILDING HEIGHT: 51'-4" (CALCUI.~,TED IN ACCORDA o~
ACCORDANCE W/ 10-2076)
~ OFF STREET PARHING REQUIRED: 216 SPACES (IN~'`L_UDING 10 HAND N ~ BASIS OF DETERMINATION: 68 2-BEDROOM UNITS AT 2.0 SPA 10 HANDICAP SPACES) DEVEFOPER IS RESPONSIBLE FOR THE INSPECTIONI OF THE CONSTRUC710N OF AlL
i 2.0 SPACES/UNIT 136 SPACES PRIVATE STREETS. COPIES OF CERTIFIED INSPEC110N REPORTS MUST BE SUBMITTED
53 1-BEDROOM JNITS AT 1.5 SPA P 1.5 SPACES UNIT 80 SPACES TO THE CITY'S ENGINEERING INSPECTIONS MANAGER AT P.O. BOX 590, RALEIGH, NC 27602 OR FAXED TO [phone].
216 SPACES SUBTOTAL
LESS 109' LAND~~rAPE REDUCTION DUCTION - 21 SPACES ~
2~Jy
195 SPACES TOTAL
OFF STREET PARHING PROVIDED: 101 SPACES (INl'LUDING 10 HAND FALLS LAKE NEW FALLS OF 10 HANDICAP SPACES)
o DnM NEUSE ROAD
F / ~ SooS`''~ RALEIGH PROJECT REFERENCE NUMBER: 5-11-2000, Z-li)1-96, SP-100-2 ~ ~,P"' (PROJECT TO COMPLY WITH UNITY OF DEVELOPMENT GU!:DELINES RECORD SITE .P-100-2001, BOA A-116-01
RECORDED IN ASSOCIATION WITH S-11-2000)
DEVELOPER:
TREE WAY FIRST CENTRUM, LLC ~
21400 RIDGETOP CIRCLE, SUITE 250
~ F~,y~oP~ STERLING, VIRGINIA 20166 THE JOHN R.;McADAMS
tie SSE PHONE [phone]
~'SF ~ FAX [phone]
a„N w COMPANY, INC.
i

E j o
U ~ / J ENGINEERS/PLANNERS/SURVEYORS PRINT DATE
C) F 0 4 R/~
o FR U sa` RESEARCH TRIANGLE PARK, NC MAP O i 2002
U LL. ole P.O.' BOX 14005 ZIP 27709-4005 The John R.MrAdamsCo.,Inc.
U
LL VICH%W MAP / [phone]
N.T.S.
J
X i.. FI\:\I. UI'.tilt~.V - NOT RELEASED FUI< 1'U:\S'fltlT"fIU\

GENERAL NOTES W yj ADDITIONAL NOTES
<Z / 1. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMEN 15 AND RIGHT-OF-WAYS TO w < w LINE TABLE / / 1. ALL CON STRUCTION YNTHIN PUBLIC R/W SHAH CONFORM TO THE LATEST CITY OF RALEIGH STANDARDS
BE OWNED, OPERATED, AND MAINTAINED BY THE PUBLIC AUTHORITY. ~ N ~ N LINE ~ LENGTH BEARING AND SPECIF1CATIONS.
c~iw 1 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CIT7 OF RALEIGH STANDARDS. ACCESS EASE ENT (VARIES 30'-80') ~ w Ll 7.50 N28'0747 E VARIES VARIES - L2 7.50 N28'0T4TE / / / ~ 2. ALL DIMENSIONS SHOWN ON SITE P AN AR T L E 0 FACE OF CURB UNLESS OTHERWISE NOTED. ^ ~ fF
3. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (i-800- 632-4949) AT 24' CdcG 24' CdcG ~ F~ 3. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS, BUILDING DIMENSIONS, MECHANICAL & PLUMBING
LEAST 48 HOURS PRIOR TO MOBILIZATION TO HAVE EXISTING UTILITIES LOCATED. ~C'~ VARIES 11'-18.5' VARIES 11-16.5 'l r'; DETAILS, AND LOCATION OF ALL APPURTENANCES.
REPORT ANY DISCREPANCIES TO THE ENGINEER. T ~ r/r I / 4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA STANDARDS FOR EXCAVATIONS ( ) ,FINAL RULE
4. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. ACTUAL LOCATION tit ~/r~T, 2•~ AND DEPTH TO BE CONFIRMED IN FIELD BEFORE CONSTRUCTION. ~ 29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
~ " EX rr ll ,j CAVA110N EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY ` V ~ SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR ~ ~
5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR / NCOOT STREET OR HIGHWAY RIGHT-OF-WAY THE FOLLOWING PROCEDURES SHALL BE / EXCAVATION. O O
UNDERTAKEN: ~ PAVEMENT SECTION zI • / 5. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN Q~
B" ABC, 2' I-2 CITY RIGHT-OF-WAY: CONTACT ENGINEERING DEPT. FOR INFORMTION AND ~ / OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL ^ ~ O ,,f WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT. I`
INSTRUCTIONS FOR DETOURS, OPEN CUTTING OF STREETS, OR FOR ANY / ~ ~ INTERNAL PRIVATE STREET / ?"C R'+ ~ U7 ~ ~
CONSTRUCTION WITHIN RIGHT-OF-WAY. t TYPICAL SECTION ,-f"' , 6. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD TH E EXACT LOCATION OF \ 0. ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF Ul ' p,l
NCDOT RIGHT-OF-WAY: CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS N.T.S ( ) f.. THE PROJECT WITH A COPY OF THE TRANSMITTA O r-1 L LETTER TO THE ENGINEER. R'i ~ N
AND ENCROACHMENTS KEEP COPIES ON-SITE, ALSO CONTACT NCOOT DISTRICT / OFFICE 24 HOURS IN ADVANCE OF PLACING CURB AND GUTTER). i ! i f..~ ~y W ~ 7. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED RESTORED TO THEIR - ,W " z
ORIGINAL C I / Z OND TION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FOR ~ u~ O
6. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE RIGHT-OF-WAY WITHIN 100' OF ALL ~ ~ t`~ r INTERSECTIONS. ~ ~ ~ , THE DAMAGE. W p q <'a x o 0
/ ~ y ~ ~ ff / 8. SOIL UNDER BUILDINGS ANO PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR MAXIMUM DRY \ ~ ~ ~ DENSITY OR AS !RECOMMENDED BY THE GEOTECHNICAL ENGINEER. ~ I
~ / ,J' / ~ x ~ x W U k c0
9. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, p',, O ~ ~ ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS ~ W' d CQ
NOTE: / ~ 1a ~ ~ 1 REQUIRED TO CLOSELY FOLLOW GRADES AND ALIGNMENTS DEPICTED ON PLANS, Z W
ALL CURB AND GUTTER WITHIN CITY OF RALEIGH OR NCDOT G ~ / ~ i ~ ~ $ ~ 20' FRUN T „ ~ ~e 1 ~ i BUILDING RIGHT-OF-WAY SHALL BE 30 CURB AND GUTTER, p P G5• i SETBACK ILDING ~ C7 ~ p ~ 10. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-4949 AT LEASTI 48 HOURS z W W
e 1 P ~ CONSTRUCTED TO THE STANDARDS AND SPECIFICATIONS SET / p0 ' PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATI ) ~ R; Q+ ON TO HAVE EXISTING UTILITIES LOCATED, W CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES IN-
FORTH BY THE PROPER JURISDICTION. ~ 8• ~ ~Q. ~ i DEPENDENT OF "NORTH CAROLINA ONE CALL". REPORT DISCREPANCIES TO ENGINEER IMMEDIATELY. frr
~ ~ ~ ~~~~~414 111111~~ 11. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUC110N AC11NTlES WITH APPROPRIATE UTILITY ~ ~ 0 ,
R0 15' x O'~SIGHT " .~0~ 9' O COMPANIES FOR REQUIRED RELOCATION (LE. POWER POLES, TELEPHONE PEDESTALS, METERS, ETC.), / ~
/ / " G~ R 3 R S qCf \ ~p TR LES s' ~ ~=2 .4s~ 9 r ~ 12. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWNGS. THE ;
Rpl1, a P ~ i 5> i GG a~5 0 'S F 2 ~ ~ ~ ~0 i 1 ~ CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUC110N. DISCREPANCIES BETWEEN
' ~~p~ R ~p ~ ~ ~ ~ 1 i , ~ R0 P, 2 ~ 67.62 N N~3.o , ~ ACTUAL FIELD CONDITIONS AND PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 259
.~P GG ~pG , 5 s ~ 20 ~e s9.es, / R~ ~ PGY\ ~ 10 / ti yP ~ ~ a~.2 ~ 13. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFI D Y 8 THE CONTRACTOR Fh ~ PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DI CREPANCIES EXIST PRIOR ~f G Nti ~
~ TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA '~i`Cy J~,~'
/ .-<,T% A•y1 i a~, 's a. 15'R ~s ' Ry. ~ COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES ~~h~gEl J, R,v. 3'R ~ ~ SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. ''"Irriu'''~
'0 3'R ' ~z
~ 'h~A~``' ~ 1 'R ~ 3'R , 5 ~i t~
/ d.~~ / ~ ~R 3R / i , s 3 R 3'R 1 a I ,
s a. i i , , ~a1E s.~ ~ 47 \ BOARD OF ADJUSTMENT DECISION.
+ A-116-O1 Whereas, Wakefield Commercial, LLC, property owner, (First Centrum, LLC,
6~. 15'R ~ ~ ~ ~ ~ ~T 0a ~i ~ q ~ purchaser), appeals fora variance of 116 spaces in the re wired arkin er Code Q P 9P
. ~S• R ~ Section 10-2081 in the Shopping Center CUD zoning district of 12800 Spruce Tree ~ ~ Way.
/ ~ i~ 15' e. Z~, > ~ r,
i 8' I 'R i ~Ei ~ 8' g' v0a \sa. ~ s 'e~ DECISI N: A ~ a, 0 pproved with the following conditions: Z
i pSEj 112'R ~ 3 R / 3'R ~ '1 / ~ ,~~;5,,, i ~ 3 ~P. 1 That the resident use be limited to ersons ~ ) p 62 years of age and older; O 3' ~ \ 1 1 ~ ~ ~
k.7 / / C. - ~F... i had SPq ~ cP. ~ ~ 2)That the number of resident vehicles be limited to BO so long as 100 parking 3`. ' ~ s aces are rovided and if increased it wo
/ ~ : I ~~eoo ~ P P P uld allow additional 4 additional residents W for each 5 parking spaces created subject to a 24 hour a da lease on the f.>~
~ / ~ ~ ,R ~ 1~ cP• ~ I adjacent property, y
i i ~ / ~ / i i Q' '!41 r ~ ~ 3)That the on-site van operate 7 days a week with minimum o eration hours of 9:00 P
15' ~ a.m. to 5:00 p.m.; and, O 2' ~ ~ EXTEND PRIVATE ROAD
/ ~ ~ SIDEWALK i i ~ 13'R ~ •E , APPROXIMATELY 69t LF 4)That notice of the variance is filed with the Wake County Register of deeds and a Rt 1
f , i ~ D r i U ~ 6a .k, AS SHOWN copy to the City Clerks Offlce. Response: ,a ati Z9 0 , The applicant agrees to these conditions. W ~p ~
~ ~ i Q ~ ~a , o ~ a z 9 '.`V w9 1 ~ E'' ~
i c~ 20' FRONT BUILDING 2 S s• 00' 1 U I~ ~ 1.7 ~ ~ ~ d'
I I SETBACK Q 15'R EXISTING END OF ZONING CONDITION S - - a I ~ ~ Z 101 96 :
/ . I ~ 9' ,R ~ ~ PRIVATE ROAD w ~ O I
I 3R S' ~ M7 ~ j, " i. ANY FUTURE ROAD RIGHT-OF-WAY REIMBURSEMENT WILL ~ U ~ d' p BE BASE ON TH ~ ~ D E ZONING OF R-6 CUD. a a V, ~
I ~ ~ ~ ~ N ~ . ' \ F' ~ ~
E ~ I N`'y ~ PRQPQSED BUILDING / I HC RAMP ~ z ~o^
~ ~ (TYP.) 4 STaRY ~ i ` w
``w , 25R ~ ~s, r i53 220 SF ~ 1 i WjOE ~ 1 - of ~ ~ n w sio f F.F~E.300.50 24" CURB & GUTTER IJ E" W Z
~ ~ z'R wq~ ( ICAL) / 2 ~ ~ ~ W
;a" ~ k ~ ~ , LEGEND a ~ z .~w. ( w A o
f r`` % I 3R t r As I I yA. 1 p n t5 'R q r~ ~ C ~ ~ Ix W x w + BENCHMARK E' p,, - + ~
S 4+. N N +
~ . ~ ~ 3'R ~'1~°j'a I 15' p ~ e , ~ + 315.3 X SPOT ELEVATION ~ 1 - - dl
f ti o ~w C v~: ; . 9 8, ~ ~ W ~ Q EXISTING IRON PIPE Z ~
r j ~ h~~ ~ 6' 3'R ~ ~ + ~ ~ ~ IRON PIPE SET Q
~
o S z i qC 3 R f ~ I ~ i ;~ti ~ SANITARY SEWER MANHOLE ~ ~ , > ~
15'R 15 R ~ ,~f'" ~ C~~ SANITARY SEWER CLEANOUT
i; i ! 't - - +t ~ ~ FIRE HYDRANT
~ li 1 S Cf o~ r,~rYt €I 3 R f~ II ~ ~ 4 EXISTING PAVEMENT, CURB INLET
I~ Z 2'R o H g' v, `,,p~~. CURB AND GUTTER
i! ~ ~ o ~ti (q ~y ~ ry S • tw W r'.r ~ WATER VALVE TO BE REMOVED ~ r! G 9
';ti '~I~ _.-_~w;{~....._.._. STORM DRAIN
rf ~ I 1 p' ~~~,1v 3'R 15'R ~ ~ EXISTING J``,, w cWn g S ro ~ 1;~' I i11NG ~ C1 , - ~ ~ W WATER LINE OAK ~ ~ N ~ ~ I
fr A 42' OAK 1 q fs , 2'R i 2'R BENCHMARK fCHMARK III, s
"r' li ~ ~ PK NAIL. IPd ROOT 4 - -w~}`;----- SANITARY SEWER LINE NAIL, ltd RgOT ~ i ~ `
ti~ ii ~ ELEV. 300.5`3 II ~ I i~d
II ~ 2'R ~ ~ I 6 SA 10' ~I ~ ul --.J , ) li.
Cfs / , I~ i
~ I ' 1 l~ld ~ 1 t ~
~ P~' li.
I ~ j''-.r
I ~ I I EX15TING iaRi~,-ATE CR~?55 ~CC.FSS~ P
I , PRIVATE DRAIN,>a,GE; PRiV~,7E UTllw[TY E~.~EMEN~' ( (P.B. 2000, ~G.76H1, ~ a
f n l! P.B. 200C> P;~~. 1C5&..1C1~s71 Q
` 1 I I I LINE TABLE
I SAND FILTER I ~ x EXISTING PAVEMENT, I LINE LENGTH BEARING
ua T RETENTION AREA EXTEND ~ E ~ ( TO EXIS EXTEND MINT GREEN WAY CURB AND GUTTER L-1 26.00 'r' N 35 44 35 W TO EXISTING PRIVATE TO BE REMOVED ~ , ( L-2 25.00
_ EXIS ING RIV TE 1 ~ ~ ~ 20 REAR BUILDING ROAD A it AuC SS ASEMEhJT SETBACK ROAD AS SHOWN ~ I ~ S 3544 35 E ~ H
c- rrr (P,B. 2000, PG. 10 6--1057) I I
~ tt y- - rr ~ ---EXIST u , r, ~ ~ , I ---EXISTING 2Q' CITY OF RALEIGH SAN, I ~
rr ~ / SE HE GRADIN~UPERATION Ud ~ (P.B. sE'aER t~,as~M~NT CURVE TABLE ~I
44 I f PROGR SS ON RUADWAY ; (P.B. 2000, PGs, 1x56-lose ~ I CURVE DELTA RADIUS LENGTH CH ) - I w ORD CH BEARING TANGENT
+r 1 f ~ S 54'15 25 W 120.00 T 1 I L. - -I-~ C-1 .1' 545.00 2.47 4 " ~ ~ 00 5 33" 2. 7 N 28'00 00 E 1.23 24" CURB & GUTTER ~I ~ C-2 26 04 26 300.00 136.52 135,35 S 48'50'00" E 69.46
r c: r x(~ 1 ~r CONCRETE ~ ~ VALLEY GUTTER
0'R s
- l v I
1 M I S 54'15'25' W 228.09 IN , 5.0 I I
_ _ - - - - - - 54'1~'25~-yy- S 54'15 25 W _ REMOVE EX. CURB AS °i ~ ~ REQUIRED & INSTALL ' - I
q ~ W 111,0 98.91' 124.46' HANDICAP RAMP S 5"1125 - - m I
u. 0'R
c. c / Psaecr No.
L _ FCC-01000 f
i „ 000100 S1,DWG
~ ,.f ti TRANSITION FROM 30" ~ ~ CURB & GUTTER TO 24" M 3o MINT GREEN WAY , ' I r ~ D6S[CNSD BY: t TO 24" 60' PRIVATE R/W; ~r ~ MJM
c I I ~ ~ ~ i :0 ~ AT END OF PUBLIC R/W PA ~LIC R W PRIVATE CROSS ACCESS PRIVATE DRAINAGE I fr
, I ~ 111 W A / DDI1fA 7i' IITI ITV CACCIIf \IT ' I I i ~ r .r`~ e..
c i Z 30" CURB & GUTTER V 11A:G v nu I i LndUY L.11 i r Ky ;p ` uw&en nl: cis P.B. 2001, PGS. 1843-1844 ( cis
0 0 WITHIN PUBLIC R/W 1 SCALE: n
o CD TRACT 72 TRACT 68
~ ~C b E N~ A • GRAPHIC SCALE °aT6 01/28/02
nc: TRACT 67 LCT 67 30 0 15 I 30 60 SHEET N0.
u Oo n M MML C-1
i w j) jM W o ' I inch = 30 it. f
M I r
x ~ v I _ aMeWAMS FINAL DESIGN NOT RELEASED FOR CONSTRUCTION

Down. I CONST UCTION S R E UENC E
U .Node Down. Length Section ~ e Up. Invert Invert Locd Flow System I / p Node ft Size oP ft (cfs) 010 (cfs) /
( ) ( ) a.. ~a• y 1. OBTAIN GRADING PERMIT.
CB 11 FES 10 124 15 inch 2.82X 291.50 4.72 4.72 ' 1 1 1 294,70 0.57 0.57 CB 9 CB 8 26 5 mch 0.7 X 295.60 / r 2. SCHEDULE PRE-CONSTRUCTION CONFERENCE WITH CONS RVATION
CB 8 CB 7 53 15 Inch 0.94X 294.60 294.10 2.8 3.19 / ,,.r ~ ~ INSPECTOR. I Q
CB 7 CB 6 i24 15 inch 1,45X 294,00 292.20 0.8 3.91 1 1 291.50 2.78 6.39 ~ CB B CB 5 8 8 mch 0.75X 292.10 " ~ ~ ~
CB 5 CB 4 106 18 inch 0.15X 291.40 290.60 1.04 1.26 \ .G , g 3. CLEAR ONLY THOSE AREAS NECESSARY TO GAIN ACCESS TO AND ~`/C ~,9 INSTALL EROSION CONTROL MEASURES. ~
/ ~ CB 4 CB 3 185 24 inch 0.70X 290.10 288.80 1.11 8.14 / \ I , 280,8 I .290.8 ~
C8 3 ~ 2 11 24 inch 0.91X 286.70 288.60 4.89 12.01 J8 2 FES-1 64 24 Inch 0.78X 286.50 288.00 11. / \ ~ ~ ~ ~ 4. CONTINUE INSTALLING REMAINDER OF EROSION CONTROL DEVICES, ~ a o
/ CLEARING ONLY AS NECESSARY TO INSTALL MEASURES. o ~
/ ~ I ~ / ' ~ ,z1
VELOgTY DISSIPATOR SCHEDULE ~ ~~y / \ / NOTE; CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL ~ ~ y ,o i FLAGGING/FENCING ALONG AREAS DESIGNATED AS UNDIS- a ~ N
` ~ OUTLET STRUCTURE RIP RAP APRON afaENSIONS RIP RAP RIP RAP / \ v ~ TURBED BUFFERS, STREAM BUFFERS OR WETLANDS. ] ~
NUMiBER LENGTH WID1H THICK. AVG. DIAMETER CLASSIFlCATION / ~ ~ i ~ i ~ ~ C\2 a
FES 1 12 14 22 6 CLASS B f ~i - 5. CALL 890-3500 FOR ON-SITE INSPECTION BY CONSERVATION ~ a o x ~N
1 CLASS 'B' ~ ~ I ~ ' FES 0 1.5 9 2 ) / , i, , INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE. W ~ ~ z
r I , / ' f , 6. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES ASS NEEDED. z o
I , 5 ,i MAINTAIN SILT FENCE OR TEMPORARY , moo ROUGH GRADE SITE. W ~ o
~ ~ BARRICADE TO PREVENT N T ~ ~ ~ CO S RUCTION ~ a xo ~ C.J~H~ NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION ~ ~ I
TRAFFIC AT THIS ENTRANCE / ~~13 ~ ~ , i Vk~ , ti Id'' ~ .~l CONTROL DEVICES AFTER EVERY RAINFALL. ~ ~ ~
W U ~ cD w ~O ~
7. INSTALL REMAINDER OF STORM SEWER AND PROTECT INLETS WITH Z ~ ~
/ ~ ~ APPROVED MEASURES AS SHOWN ~ ' o ON THE PLAN. _ ~ w p
f~ ~?Q,~ ~ y5 ~ ' I ~ I z x a 8. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH w
I~d'e. / ,CURB AND ER INLET PROTECTION./ •y0, ~ I ~ VEGETATION PAVING DITCH LININGS ETC.
i i'' i% i i v
i ~ ri .v° / , 97.80 ~ vv , ~ ~ ~ ~ i , 9 . 0 rr ~ ~v ~ 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED 0 ~
/ j. 96.50- CB 6 v ,~Ok~ ~ ~ / ' T/C~ 296.50 1 vv t'\~ COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR, 0 ~ 0 , , ~
~ ~ 10. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, : , •
~ TIE TO EXISTIryG I~IN - 292.20 ~ ~ CURB ANO.:~GUTTER , ~;9 6.7 ~ .INV OUT - 292.10 y,~: ~ ~ ` ~ ~ SEDIMENT BASINS, ETC., AND SEED OUT OR PAVE ANY RESULTING ` ' BARE AREAS. 93
CB 5 ' i ~ \ F ~ ~
/ ~ , _ ~ , , ~ ~ ~~G 4 v ' ~ ' A R AINING PERMANENT ER NGI \ ~ 4 LL EM OSION CONTROL DEVICES (SUCH AS iC, ~
/ T/C -....296.70 l0'R 1 ~ ' 298.80 ~ u VELOCITY DISSIPATORS SHOULD BE INSTALLED NOW. `'a yq tA~ '
V OUT - .40 .~~g ..i ~ , i i 1 p. / , ~ i 8 ~GQ 297.6 , I ~ } 11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE
~ ~ ~ 297.1 ~ I I 299; 5 i I r'y ~ " ~ ~ ~ INSPECTION BY ENVIRONMENTAL INSPECTOR.
4 ~ 1 k1, ~ ~ I 8. 5 CB / $0, ti~ ~ 12. OBTAIN A CERTIFICATE OF COMPLETION.
/ ~ ~ i ~ T/C - 97.80 >,1 , - t N=290. ~ ~ ~ 9:5 9. 5 S t
~ ~ 2 .10 ~~.r ~,~"1NV OUTS .10 9 . 0 ' ~1 ti 3
ti~
~ i i 97 6 29 1 ~ f ~ T I= - , / ~ 29 .75 /C .298 80 ~ 298.75 ti ~ 8.75 , ~ ~ 1,
.i ~ 298.25 r .7 INY IN - 294.10 ' / i G ~ r 1299.00 • 302.20 FINANCIALLY RESPONSIBLE PERSON/AGENT ~ ~ OiJO 1. Person to contact should sediment control issues arise during land-disturbing activity.
; 29 . I 299.00 INV OUT -~494.OQ / i' ~ - G~,,.,.~ i ~ i vm 298.5 ~ - o ~ ~ ' 0 f . ~ 5 - / rr I , / ~ ~ Name: RIf.IIARD R. RO1fR Telephone: (919) 7B7-8707
~ 07.80 5~j r 99.10 i t ~ ; - .70 ' ' 1 ' .70 ',1 ` 2. Person(s) firm(s) financiall responsible for this land disturb' activit I Ul
.,,7,3 ~ r 2 B.6a - r I I ~ , ~ .20 .20 '~t 1 iAKBI+lBID ASSOCUTES yPIC. Same ~ y
~ M ~ i ~ ~ 98.4 I I ~~~t ,f f t ~ r i ~ v - 300.75 ame o erson s e W
-CB 8 30 , ~ 2840 PI,lIZA P1AC6, SWPB f05
~ - i~r i i r r' r ~ I ~ _ co vT/C = 298.30 ~ / , E , r ; ~ ~ ~ ~ y~ INV IN = 294,7 fir' ~ ~ j i i r I r r r~ t i ~ I v ~ ~T/C = 298,30 ~ i al ress ee ess I~fV IN = 294,70
~ ,r ~.i 7, r ~ ~~rr rri ~ r ~ rwi~'' ~ v II~V OUT = 294 ~ .1 r L r r r ~ ti r II~V OUT = 294.60 RALEIGH NC 27612 O
~ / / ~ ~ 1 ~ I ~ r ~ ~ / /ti !O i r'' P /I~, I~ r 1 r 1/ 1 r~ 1 ) ~ ~ I 300,5 w ~ ,o, 1y ip iy p ~ 300,50 1 ,~v RAVEL ` < P2
I r r t e r r; f I I ~ ~ l f I s ~ 0 .00 o° ~ ~ ' ONSTRUCTION 've oGce rocess or le ' i ~ o 3. Appointed went to revel any n , p p admg m any action of legal proceedrng ar?amg out of W
t / ~ rr r i III f f l J,~ ~ ~ I 1 x' / ~ I I I I r ( I i ?s ` ~oo . ~ gyp, ENTRANCE/EXIT any matters relating to Raleigh City Code Chapter 5 Part 10, F, ~ ' o
f ~ / I i - ` 6 SOH. 40 PVC 1~ ~ I w r t' I , rr i r, , _ r I ~ t ROOF LEADERS ~ I I I I r I i i ~i I , I I 7S r i ~s ` ° o ~ ~y NIA , U ~ p t,.~ 1`
/ I T~ PORARY ~ \ ' ,I r i I 1 f,ir , i ro iw I ~c / ~ DI RSION ~ 1 I I t t f''~ ; i~ Irn I ! t ~ ° o ~t'~"''p Name of Individual Signature of Agent ~'~1 ~ Cat ~Q~ o~o C~ ~ ' I M Q "0 1. ~
f,,~ ~ DID H BERM ~ ~ ~ li I I t t 6 , ~ ' I R"' _v 0 ~o ° ~ ' X7.0
0) i ~ +i ` Plane of Business inside City of Raleigh Business Telephone ~ ~ ~ d' p ~ ~ o
rr'~ ~ ~,l~ ~ ~ i r 1 fi I I i I r~ ~ r r I I r ~ ~ t / r' SILT FENCE , ~ o ' r ~ ~ ~;5 ~I ! ~ r~~ ~ Iw I 9 'S ~ ~ , ~ ~
1 r T r ,o 1 ~ ~ o ~ ' r ~I \Af'ARTM~N~i~J~LDlN6 - I r ,o ~ Address n"' ~ ~ \ 1 WaP~p
1 f , I - ,ti{ ~ ~ ~ I ~ ~ r 153,E I f' - rr i i ~ ti.~ i ' U ~ O
1 4`~ v ~ I ~ 296.70 4 ~ ~ I FFE=~QQ.~'~ff' r i
~ ',PERMANENTLY TAIN I ' 29s. o~ v \ ~ ~ ' ~ 4,4 , ~ r ~ 1 r ' , 4~ WALE/DIVER51 ITCH I .7 ~ ~ ~ , ~ , ~ - ~ raj W Z ~ Z? W
I~TQ PREVENT R FF I 296.35 2~ 297.80 r ~ ~ ~ ' \`~I 6 SCH,F4OPVC_ ~ ~ ix
~ lhtf F OM LEAVING I ~ q I ~ 29 .8 97.3 J, \ i I RgOF IrEAD S s.~ u,I ~0 ~ I ~ ,r I ~ i
~ ~ / ~ ~ / t
~ ~,f ! I N r r i DI9 ~ ~ - I I ~ T/C - 299.40 ~ ~ ~ W - ~ 'i
~ ~ I I 296.30 ~ ~ T~~ 1~ t I A 5.80 ~ v ~ I ~ ~ i ~y i 1 ~ v v 299.50 _ ~~ipQ~ I ~ ~ ~ INV I ; 299.0 ..I I r INV IN - 29.60 I, ~ ~ ~ Z ~ ~ , ~ ,
I I ~ ~W r vV ~i I ~r ' I ~ ,o O
,l`~r ~ I I .96.4 ~ v ~ ~ I r 1 ,
~ , i I v 2 5.90 v ` r - _ ~ 30 ~ I / , I ~ i ~ t ..a- ~ ~ w„~ 41 .;mow
INS I I v ` vv v r~ D ~ ` - _ r r j 'v 2992 I ~ ~ I ~
i~ 11 I ` v r 29.0 ~ ~ I ~ ~ % I ~I ~ '1 ~ ~ 1 I + 4 1 ~ ti r f
I 1 ~ ! ~ ~ I i Il CB 3 ~ vv 295.05 r ~ r I ~ i I i i 299.90 3~ `1 ~ ~ ~1 4
~o rf I1 [I ~ ~ 95.0 r 298.10 _ ~ ; I - N a, T C = 294.90 JB 2 95.40 , - _ _ ~ I / II 297.60 ~ t \ ~ i I j ~
- IN I r ~ F \ 1 INV IN - 288.80 II v T C = 295.60 ~ - ~ _ ~ ' \ / ~ r ~ t ` ~ ~ ;
INV OUT = 288.7 11 ~ \ INV IN = 288.60 ~ ~ _ - ' '~~~n v .1 V T - ~ - ~ I ~ 4 IN OU - 288.50 _ _ _ ~ ~ 1 ~
o \ 296.50 ~ ~ \ _ ~
~ ~ , 29.0 ~ i v 'C• r,, , FES 1 ~ ~ ~ ~ N ~ ' ~ >A TIE TO EXISTIN~', z ~
\`1NV - 288,00 f II ~ 4. I 0 298.10 - ~ ~ ~ 0 ~ CURB AND GUTTER , ~ !
II ~ ~ 29 ~ 0 I 97.0 297.60 ' ~ " ~ ~ ~ ~ ~ I
' ii \ , 97.0 I f` ~ I~I:NON~{ARK ~ ~ SENCNi~ARk ~ y~ ~ i~ ~1tN,41L Ili. OOT ~ ti ~ ~ ' ' 0
II ; 2 .80 ~ I ~ F1CNAtL EN. 01 r _ I ~ I ~ ELEr'. 300,5 11 LF 24 0 RING ~ \ I ELEr'. ~3Q0,5 i ~~o V
1 • ~ I - RCP ~ 0.91 X I i I 7.50 I I ~ ti ~N o z
~ ~ I ~ 297.00 I I ~ I I I ~ I I I I I ` 1 , II ~ I 'tip ~
~ I I ~ I I i II U
I ~ I I I ~ I TEMPORARY SEDIMENT TRAP WITH li ' I I ~ l ~ ~ r ~ , ~ Et{IS~`I~C ~R['dATE GIdOS'~ r~C:;EuS;
MINIMUM STORAGE POOL I I I~ FES 10 I I it ~ ' ~ ~ f T ~ ~ F~F~l~tATE Or~w1NAGE; €'R[v~TEw UTI~..1"Y E .~~I`~EPd W
70'Lx35'Wx3.5'D WITH 10' SPILLWAY II INV. = 268.00 ~ I TREE PROTECTION I ~ ~ FENCE (TYP.) fECTION / ~ y ,0 , (p.8 21)00, PG.1681; ) ~ ~ ~ P.l~, 200;~> P~~. 1C5fi-1O~r7~ O
E i pIIN I ~ o~ I DI 11 I rp ~ .f T I~ I I o ~ I - ' ~i ~ ~ z ~ ,
I ~ II I I T/C - 295.50 ~ I _ / ~o ~ ~ ,o
I I - 5AN0 FILTER/ I INV - 291.50 \ ~ ~ ~ ~ ~ t x ~ ~ ~ ~
' c ' ~ ~ ~ DETENTION AREA I 3 ' I N ~ I € I N o I 0 296 ~ , ~
' `KISIN~ RITE _ ~ N~ 1 I ~ n i ~ \ I
o tt A~,C SS ASEMENT I I r I I 298 o tt P -1`~ N I I i~ 4 lF 1 I I EXISTING v cv ;I ~ {P,B. ~TOD, G. 10 6 v5~ , I ~ Igo 5 ,RI IN , ( E I~++~TpIiJG w0 C C~ R LE ~ , ti~ t ( S~M44F\ ~Y3.?~141EN1 ~ I
jr o'er ~ s ' I I RCP ~-2.82 - - - - - II 5E'~y'ER E~ ~ o ? t7 P.B, i00ti7, PC~S, 1Ca;afi--1058) j ti .o ( ~ i ~
y ' _ ' / 6. I ~ F ~ ~ I i , ut
I rr \ E f I II ~ ~ - \ - - _ l~l--_~ w) _ - r ,~~`"s$ CONVERT EXISTING
i N ~ f~= r ~i -"t ~ I ~ r SILT FENCE ~ CB TO DROP INLET
6 ~ (n'P) ~ v / • EX CB T/G=299.00
a ! ~ ~ t T,+u ~ - ~ sv-sr- -sv-sv-sv-sv sr-sr--- ti, ' EX. INV.=295.D0 Q
1N~e', i~5.t~
~ ET PROTECTION-~ EX STING ~a ~-----~-X4"15`25"-W--"--~'-~w I I \ ti S 54'15'25" w 228.09' + 300.00 _ _ - -
~ ; I ~
~ ~ 124.46 ~ s ~ -..-s...5>1~~,:2:,".s'r~ 1.1.1..Ci9' ~ . ~ ss ss w~ r -a~----- _ _ ~ m....... ss - ~s M..~... r.
` _
o INV. ~SO.S _ ~ lr ~ tC'! t:%I t t `v~ v ti~'~ ~f PROJECt' ND.
o EXISTING DROP INLET r, j,<, o T G=287.00 ,.1r ~ - sv - sv sF - si ~ ~ - _ ~ - ~ _ FCC-01000 ~SF-SF-Sf-SF-^-SF--SF-SF_ _
~ I INV.OUT-283.00 _ ~ , Fcca~aoo-cLDwc - _
--I- - - ~ ` „ ) ~f DURING SITE GRADING, MA T~41N , fidINT GREEN 1YAY DtiSICN6D BY:
~ I TEMPORARY SEDIMENT TRA .WHEN SITE TEMPORARY DIVERSION , ~ ~ ~ ~ ~ MJM ~ 60 PRIVATE R/W; f
~ .f' IS STABILIZED AND NEARING COMPLETION, , ~ ~ i v „ r f~/ I DITCH {TYP) ~ PRIVATE I PRIVATE CROSS ACCESS; PRIVATE DRAINAGE; ~rr , ~'l DRA1f1V BY; P TVA TILITY EASEMENT ~t •r ,e• ~ CJS
c ~ rNr~,, REMOVE SEDIMENT TRAP AND CONSTRUCT I i`~, ~ { W
' I'tKMANM 51UKM ~)ANU HLItK/bAtIN F (P.B. 2001, PGS. 1843-1844) 0 f p ' Ste: ,
~ 18" F .~NDPIPE PER SHEET D-4 o CD } ~ r ~ 1 -30
CD j TRACT 72 -V C ill r' GRAPHIC SCALE DATE: 01 28 02
u f C) 00 U - STORM RAIN BOXES UNDER TRACT 68 ~ - 30 0 15 30 60 67 1-0 cP SHEET NO.
LL n TRACT 67 / CONSTRI CTICiN U a° r pa
U ~\Z GI G C-3 1 inch = 30 ft. f
J 00
r 1 , rr ~ MIMeADAMS r
X t ~ FINAL DESIGN - NOT Izl;1J•:1S1•,l) FOIZ ('UtiS'I'R(1('TION L N 101
t

~ ~ FTd NOTE: ALL REBAR TO BE ~4 REBAR GALVANIZED WITH A SAND FILTER ~ ~
6.00 FTd 91TUMINOUS COATING .00 FTd SAND FILTER OUTLET STRUCTURE NOTES:
REBAR CONE TRASH 2 FT. 1. 18" RCP OUTLET BARREL SHALL BE CLASS III RCP, MOOIFlED BELL AND ^
RACK (SEE DETAIL). SPIGOT, ASTM C76. THE JOINTS SHALL BE CONFINED 0-RING RUBBER F~ 1 FT. GASKET JOINTS MEETING ASTM C-443 AND ASTM C-361.
8'
TOP OF BERM EL. 295.70 8' (MIN.) (MINIMUM ELEVATION) 1 FT. 2. THE MANHOLE OUTLET RISERS SHALL BE 5' LD., MEETING ASTM C-478 AASHTO M-199 MONOLITHIC BASE. THE MANHOLE JOINTS SHALL BE
EXISTING CATCH BASIN 4 REBAR ASTM C-443 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE ~ TYP.) ~ SECURELY ANCHORED TOGETHER TO PREVENT SEPARATION. ~ N
EX T/G = 287.00 #4 REBAR U] ( ) ~ O
~ INV IN = 282.20 ~ CREST RISER EL, = 293.00 EX INV OUT = 282.00 3. OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. ~ O o " ~ STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. ~ ~ U
3 3 -~"2' TOP RIP-RAP/GRAVEL BERM 1 w Z
ELEV. = 290.00 MANHOLE 3 BERM 4. CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO ~ O • RISER BASE TO PREVENT RISER/BLOCK SEPARATION ~ x ~
1 ~ RISER 5 ~ SECTION
EL. 288,00 ~ ~r' . ~ 18" TOP OF SAND EL. 288.00 ELEVATION VIEW OUTLET STRUCTURE MATERIAL SPECIFICATIONS: ~ ' ~ ~ 0. NTS ~ ' a ~
EL 288.00 1, ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY} UNLESS r-1 N
KEY RIP-RAP/GRAVEL OTHERWISE NOTED. ~ "W ~ p-, z
FILTER BERM 1' BELOW 72 L.F " ' 18 O-RING 2. THE DRAWDOWN PIPE SHALL BE 10 LF-6 INCH DIAMETER TYPE "S" Z z U1 O 5 FT. INTERNAL DIAMETER PERFORATED HDPE PIPE ~T.~ ' O O
FINISHED GRADE RCP ®3.89; MANHOLE RISER a H ° ~
NCDOT CL 'B' RIP-RAP BERM 62 L.F. 18" 0_ 3. GEOTEXTILE FABRIC FOR THE 6 INCH DIAMETER DRAWDOWN PIPE SHALL Q \ ".i BE TREVIRA 1120 OR APPROVED EQUAL (NON-WOVEN FABRIC) ~ I
WITH 1' THICK 57 STONE ~ RCp ® RING # 2.90X FILTER ON UPSTREAM FACE. INV. OUT = 286.00 x x _w ~o`°
10~ (np.) BERM SOIL AND COMPACTION SPECIFICATIONS; <w- ~ Ga ~ Z d
30 L.F, 6"~ TYPE "S" HDPE 8'0: 36" THICK tir W CA 1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE ~ . t/} O ~
PERFORATED PIPE. PIPE TO BE EXTENDED BASE ON 5'~ WRAPPED COMPLETELY WITH FILTER 6"d PERFORATED MANHOLE RISER BASE. MATERIAL AND COMPACTED TO AT LEAST 959 STANDARD PROCTOR Z W . O
FABRIC. PIPE INV.= 286.50 HDPE INV. IN = 286.50 I X14 REBA MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED - W LY, P, MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS
WELDED Tl'P.) SHALL NOT EXHIBIT SIGNIFICANT SHRINK SWELL OR DISPERSIVE. (SEE NO ) ~ / CHARACTERISTICS. + p
NOTE: CONTRACTOR TO FIELD VERIFY ELEVATION OF INVERT OUT OF
CATCH BASIN. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE ' 5.00 FTd CONDUCTED EACH 2500 SQUARE FEET PE VERTICAL F00 OF FILL. ~
NOTE: RI 6.00 FTd + 3. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION.
INSTALL ONLY 5 LF 6"0 TYPE "S" HDPE PERFORATED PIPE WHILE SAND FILTER IS BEING USED AS TEMPORARY FILTER 7.00 FTd EA
BASIN. ONCE THE FILTER BASIN IS APPROVED FOR REMOVAL, STATEMENT OF RESPONSIBILITY; ~ 2593.
INSTALL REMAINDER OF HDPE PIPE. 3.50 FT AL R R l EQUI ED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL F BE THE RESPONSIBILITY OF KERR DRUGS CORPORATE HEADQUARTERS, ~ N C~
icy J~++.
PLAN VIEW _'~,,,qfl J. '~nnuu,p+ NTS
NTS i
NTS
t~
z 0
x
R' 1 r r ry 0 ~ 1 ~ 1 1
~ i ~ ~
r ~ r
. i 1~ ~ V r ~ ii ~ r' i i W
f ~ ~ r l ~ 1 1 A ~ ~ J t C9 I A A _l~ 1 ~ ~ 1 ~ J
a
1 r1 / r r ~ i ~ 1 ~ ~ i ~ ~
r I ~ I 1P , ~ t / r-r ~
1 l ~ ~ 1 ~ ~ ~ l~ ~ V 1 ~ ~ l ~ ~ ~ ~ / I ~ y t~+~ ~ ~ ~ ~
~ ~ ~ ~ j' ~ 1.~ r' ~ I ~ ~ \ ~ ~ r ~ ~ 1 \ / / ~ i"~
/ ~ ~ ~ i ~ r ~ ~ ~ ~ ~ m~'o ~ ~ ~ - I ~ r i ~ 3~0 / ~ / ~ Z H O ~
~r I ~ 1 no 1 ~ ~ 1 ~ ~ ~ ~ ~ U ~
,~r{ tr ~ ~ - ~ I yy/ j r' _ ~ f ~ ~ - ~ ~ E,., E ~ ~ w ~ W Z
d, ~ ~ ~ r r~ ~ r ~ ~ ~ ~
~ ~~A x o / .r ,~wxw
~L ~ / Y yy~~ / ~ ' h a ~ I/ / O(!~
~ ~ I ~ J ~ ~ ~ ~ / f 1 1 ~ 1 i~ ~
1 r ~ ~ t ~ ~ r ~ ~ r ~ ~ i ~ ~ i f I ~ g I 9' ~ ~ W
\ ~ z ~ / ~
/ I ~ ~ I i / ~ ~ J ~ ( ~ 1 ~ v v _ ~ 9 ~ ~t',•.
~ 1 1 ~ 1 ~ _ ~ ~ 6 \ / o,~ ~ tip'
! r`~ _ ~ ~ t ~ ! ~A - 1 ~ ~ ~ \,t`
~ ~ ~ i / w ~ X98 ~ ~ ~ ~ ~ to i~ ~ ~ ~ `
I 1/ 0, ~ ~ rf 1 I ~ ~ ~ N N ~1 ~ ~ ~ ~ ~ ~ 11 ~ i f h~ ~ ~ ~ yk
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CREST ELEV = 293.00 INV = 286.00 LE'. h ~ 30,
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7.00 FT0 NOTE: ALL REBAR TO BE ~4
REBAR GALVANIZED WITH A SAND FILTER 6.00 FT0 BITUMINOUS COATING
.00 FT0 SAND FILTER OUTLET STRUCTURE NOTES: ~,~1
2 F T, ~4 i. 18" RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND
REBAR CONE TRASH RACK (SEE DETAIL). SPIGOT, ASTM C76. THE JOINTS SHALL BE CONFINED 0-RING RUBBER Q
8' NOTE: 1 FT, CASKET JOINTS MEETING ASTM C-443 AND ASTM C-3fi1.
TOP OF BERM EL. 295,70 8 (MIN.) THE SIDE SLOPES OF SLOPES OF THE SAND FILTER ANO I FT, 2. THE MANHOLE OUTLET RISERS SHALL BE 5' I.D., MEETING ASTM C-478
(MINIMUM ELEVAT10N) THE SETTLING BASIN S EXISTING CATCH BASIN WITH VEGETATION (I.E. (LING BASIN SHALL BE STABILIZED AASHTO M-199 MONOLITHIC BASE. THE MANHOLE JOINTS SHALL BE ~
EX T/G = 287.00 GETATION I.E. GRASS 4 REBAR ASTM C-443 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE TYP. 1 FT. SECURELY ANCHORED TOGETHER TO PREVENT SEPARATION. ~ U? ) ;y14 REBAR ~ p
~ INV IN = 282.20 ~ CREST RISER EL. = 293.00 EX INV OUT = 282.00 (n'P') 3. OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. ~ a O O U
3 STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. ~ ~ W z~
3 '~-2~ TOP RIP-RAP/GRAVEL BEI~I 1 4. CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO „ ? ~ ~ °a RISER BASE TO PREVENT RISER/BLOCK SEPARATION ~
ELEV. = 290.00 ANH M OLE 3 BERM ~ a'i ~
1 . ~ RISER 5~ SECTION EL. 288.00 - ~ VI OUTLET STRUCTURE MATERIAL SPECIFICATIONS: ~ d ~ ELEVATION EW \ a
8 TOP OF SAND El. 288.00 EL. 288.00 NTS O ~ P+ 1. ALL POURED CONCRETE SHAH BE MINIMUM 3000 PSI (28 DAY) UNLESS ~ ~ ~ N
KEY RIP-RAP/GRAVEL OTHERWISE NOTED. n W ~
FILTER BERM 1' BELOW 72 L.F, W 2. THE DRAWDOWN PIPE SHALL BE 70 LF-6 INCH DIAMETER TYPE "S" r~, Z Z N p
R 18 O-RING FINISHED GRADE CP ®3.89q 5 FT. INTERNAL DIAMETER PERFORATED HDPE PIPE W ~ O O MANHOLE RISER a ~ O O
NCDOT CL 'B' RIP-RAP BERM 62 L,F, 18~~ 3. GEOTEXTILE FABRIC FOR THE 6 INCH DIAMETER DRAWDOWN PIPE SHALL O \ ~ ~ ~
WITH 1' THICK 57 STONE RCp ~ RING # 2.909; BE TREVIRA 1120 OR APPROVED EQUAL (NON-WOVEN FABRIC) ~ N~xx~
FILTER ON UPSTREAM FACE INV. OUT = 286.00 W ~o t0~ (nP) BERM SOIL AND COMPACTION SPECIFICATIONS: ~ ~ W p~
PLEASE REFER TO "SAND 8'~: 36" THICK z W
SPECIFICATIONS" SECTION 6"0 PERFORATED EXTENDED BASE ON 5'~ 1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE U~ ~ ' ~ MAT ~ I U" O ERIAL AND COMPACTED TO AT LEAST 959 STANDARD PROCTOR ~ Z W(1; a ~
HDPE INV. IN = 286.50 MANHOLE RISER BASE. 4 REBA MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED W .s ~ MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS
30 L.. ~ TYPE "S" HDPE WELDED TYP,) SHALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR DISPERSIVE.
PERFORATED PIPE. PIPE TO BE NOTE: WRAPPED COMPLETELY WITH FILTER CONTRACTOR TO FIELD VERIFY ELEVATION OF INVERT OUT OF (SEE NO E) CHARACTERISTICS. ,~~u~ ~~~'4~i~
FABRIC. PIPE INV.= 286.50 CATCH BASIN. NOTIFY ENGINEER OF ANY DISCREPANCIES. 5.00 FT0 2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE FEET PER VERTICAL FOOT OF FILL. ~ 0 S '
NOTE: 6.00 FT ~ ~ ~ ~
INSTALL ONLY 5 LF 6"~ TYPE "S" HDPE PERFORATED PIPE 3. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION. A 7.00 FT0
WHILE SAND FILTER IS BEING USED AS TEMPORARY FILTER BASIN. ONCE THE FILTER BASIN IS APPROVED FOR REMOVAL, STATEMENT OF RESPONSIBILITY: 2 93 (}~i:
INSTALL REMAINDER OF HDPE PIPE. 3.50 FT ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL
BE THE RESPONSIBILITY OF KERR DRUGS CORPORATE HEADQUARTERS, ''i'~1 C~ ~ , tiq
PLAN VIEW ,,,<<fL J.
NTS SAND SPECIFlCATIONS: ~nniiu
1. SAND TO BE USED AS FILTER MEDIA IN THE SAND CHAMBER SHALL = BE CLEAN AASHTO-M-6 OR ASTM-C-33 CONCRETE SAND (0.02"-0.04"). CD
SAND SUBSTITUTIONS SUCH AS DIABASE AND GRAYSTONE x'10 ARE NOT W O,
NTS ALLOWED. NO CALCIUM CARBONATED OR DOLOMITIC SAND SUBSTITUTIONS Q 3 ARE ACCEPTABLE, NO "ROCK DUST' CAN BE USED FOR SAND. ~ ~
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~ _ fl a;'!f ~ \ rJ P~'a~~~l ~ FILENAME ' X0001000-DT4.DW Yt, l rt
/ 1 1 ~ d,.'t i U G' OO2 DESIGNED BY.
t,~~ PR 2 5 ~ JES w
~ / ~ ~ S ~ RISER Y ~ ~ ~ ,1`;~, ~i" DRAIPN BY: r` ~sCO CJS
U ~1, t I X11 "I" v l;Ktt~ I tLtV = Yy,).UU scan: 1 to - 30'
ENV = 286.00 ' 289
c-1 . \ b : irk J~ / DATE: 01/28/02 GRAPHIC SCALE 30 0 15 30 60
U L.L SHEET NO.
LL r 1 inch = 30 ft.
D C ti
J _ , , , JiMcADAMS FINAL DESIGN RELEASED FOR (ON; I'RI~( 710N Y
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s s ~
FINANCIALLY RESPONSIBLE PBRSON/AGENT
1. Peron to contact should sediment control issues erase during land-disturbins activity. Ro Telephone; (q ~q ~ 4100. 14 I I
Nerve. •
2. Person(s) flrrm(e) tinancially responsible far this lead disturbing activity
I C I: G v l.l.
ame s s i
?.o. BoX Iq~72 133 AME58af~ l% ~
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~ NC Z9 II GARY ~ P
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9. A ' ted t to receive any notice, process, or pletdiag la ~ ao~aa at lepl psoosodiog srLiq oat of i~ ~ la
any matters nlatmg to Raleigh ~h Code Chapter 5 P
_IJ/A
Nerve of Indiridual Signature of Agent
Play of Business inside City of Raleigh Busmen Telephone
Address
SITE DATA: 1 f
DEVELOPMENT NAME: HANNOVER ASSISTED LIVING AT WAKEFIE AT WAKEFIELD PLANTATION
~ 1~
eB STREET ADDRESS: 2701 WAKEFIELD PINES DRIVE o WAKE COUNTY PIN: 1739-18-6329 :~~n F
REC R LOT NUMBER: WAKEFIELD CROSSING -TRACT 115 0 DED ACT 115
ZONING DISTRICT: SHOPPING CENTER -CUD ~F~'1
TOTAL NUMBER OF LOTS: 1 LOT tip i~l;,"1' ~~N,..
= GROSS SITE AREA: 3.01 AC.
N TOTAL NUMBER OF BEDS (UNITS): 85 BEDS
o ~ TOTAL DISTURBED AREA: 2.9 AC. " SITE IS WITHIN CITY LIMITS: YES
L SITE IS WITHIN FEMA FLOOD FRINGE: NO
PROPOSED BUILDING USE: ADULT CARE HOME/CONGREATE CARE F. :ATE CARE FACILITY
PROPOSED TOTAL BUILDING AREA: 60,965 SF (3 STORY BUILDING) ING )
MAXIMUM BUILDING HEIGHT; 50' MAX. HEIGHT
o I DE THE C CTION OF ALL -
o OFF STREET PARKING REQUIRED: 48 SPACES (7 HANDICAP SPACE REQUIF PACE REQU RED)
m BASIS OF DETERMINATON: TOTAL OFF-STREET PARKING REQUIRED IT F RALIEGH CODE 10-2081 PR INSP REPORTS MUST G REQUIRED (PER C Y 0 ) ,
1 SPACE FOR EVERY 3 BEDS 85 BE 1 SPACE FOR EVERY 300 SF ADMINISTR, Q i - = 8.3 SAY 29 SPACES BE SUBMITTED TO THE CITY S ENGINEERING INSPECTIONS MANAGER AT P.0. BOX S > 85 BEDS/3 2 , ~F ADMINISTRATIVE EMPLOYEE AND STAFF WORK 590, RALEIGH, NC 27602 OR FAXED TO [phone].
AREA 5,454 SF
~ 5,454 SF/300 SF=18.2, SAY 19 SPACE Y 19 SPACES
TOTAL OFF-STREET PARKING REQUIRED= G REQUIRED=29+19=48 SPACES
~ ~J ~ ~
A F H/C PARKING REQUIRED: 7 HANDICAP SPACE REQUIRED ED
~ FADS LAKE NEW F LLS 0 - I IN E C NSIDERED MULTI-TENS NEUSE ROAD BASIS OF DETERMINATION: BU LD GUS 0 MULT1-TENANT RESIDENTAL
-H/C SPACE REQUIRED FOR EACH FULL m ~ EACH FULLY ACCESSIBLE TYPE "A" DWILLING UNITS
~ NUMBER OF TYPE "A" UNITS = 85x0.05 OJT ~ S = 85x0.05=4.25 SAY 5 H C SPACES. /
5 S -MIN. NUMBER OF ACCESSIBLE PARKING P~~ BLE PARKING SPACES FOR ACCESSIBLE TYPE "B" UNITS 'OTAL NUMBER OF THIS TYPE UNIT
~ ~ SHALL EQUAL 2~ OF THE TOTAL NUMBE o SITE " " NITS = UNIT Q NUMBER OF TYPE B U 80 S = 80 UNITS 0.02x80=1.60, SAY 2 H/C SPACES
TOTAL 7 H/C SPACES REQUIRED. 0 JIRED.
SPRUCE
~ TREE WAY OFF STREET PARKING PROVIDED: 55 SPACES (INCLUDING 7 HANDICAP SP N iANDICAP SPACES, 2 VAN SPACES PROVIDED)
° RALEIGH PROJECT REFERENCE NUMBER: S-124-2001, Z-101-96
~ o ~5 0 cu P~' ~pP •
m (~`1 F ( o `Vv 5`
NFL, ~ DEVELOPER: sF ~ ~ ITA H A TH ARE ROUP LLC. HER GE E L C G ,
PO BOX 1472 •
Z CARY, NC 27512
N ~ 919 460-1411 N R U V YOBS HERS S RS P N ENGINE
( ) J Q~ _ .r 4 nnuirn~r.-
o U y p~ p~E ro/~~~ rnIIV I uH I t
°0 4e R/~ • = RESEARCH TRIANGLE PARK
FR 0 SEA = 0L ' NC ~ MAY 0 9 2002
v 15391 27709-4005 14005 ZIP P .O. BOX
i The John R. McAdams Co., Inc. G I NE ~Cl
VICIlV W MAP [phone]
N.T.S. nnunFINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J
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; A I rf!.,~'lr/ TEMP. INLET PROTECTION me
~r / ~ i ~ r r; f; ~ r rr !,r i A " 1, 11 4 CB 3 87 15 inch 2.307 309.00 307.00 1.32 1.32
C8 2 CB 3 211 15 inch 0.889 306.90 307.00 1.69 3.64 ` ~
~ / ~ : i ~ ~ CB 3 CB 5 15 15 inch 2.567 306.90 304.98 1.28 6.05 ~ A ~ i CB 5 CB 6 80 18 inch 0.707 304.88 304.32 0.51 6.54 ~~II
_ '~4 C8 6 0 1 41 IS inch 0.547 304.22 304.00 1.1 7.51 ~ S~ ~ ~ % ~
' / / 1 ~4 LF 15" RCP 1 r v h 8 CB 9 96 15 inch 1.617 308.00 306.40 1.38 1.38 ~ V °`~.,''v ~ CB 9 0 2 26 15 inch 8.857 306.30 304,00 1.59 2.92 r,~ uxc
/ ~ % . ~ / J IN'd.'"fN=304.50., `*m A. i DAN gh ~ . ~ ~ (n
r ! ~ ~ ' TEMP. SEDIMENT TRAP ST~1 I /r - ~ LOT 3085 f r` ~ , INV. out-3o1.ss ;r ~ / ; WITH MINIMUM STORAGE POOL r ~ , ~ ~ r' ~ ~ ' O O
r , ,r , ~ ` ~ 24 Lx12 Wx3 D WITH 10 +
1 ` / SPILLWAY ~ ; \ ~ ~ ~ ~ S gyp, "4 r' t " '~v,,^~~,..~ ~,,,v~ ~ axs o~. ~ ~ ~ • ~ f° Raw ~ ^ C4' O
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* : f ~ FROM FOUNDATION ~ ~k. \ r r ,r'~ ~ r ~ DRAIN -DAYLIGHT IN ~ ~ r ~ r ~ , ~ ` ~ a x o 0 , ~ ~ ~ VICINITY MAP
' , ~ st.oPe oR THE ro ~ ~ w~, PROPOSED PAR CATCH BA51N. ~ ~ r' t PROPOSED PARCEL 17 r~~.^~ f' r ~ (n.t.s.) to I
~ ~ ~ ~ ~ 8.0. 2000, Pc ' > r ~ ...ww_. ~ B.O.. 2000, PG. 1598 ~ ,r ~ x ~ PIN 1739.01-09-5316 ~ ~ ~`ti W U ~ ~
LOT 3086 ~ w ~ v ~ As, ~ , y
15' PROTECTIVE STREET • oa ~ ~ 1/ f ~ \ z W • ~ i W P,' a \ r r
YARD (TYP.) ~3 ~ a ~ r` ~ ` r 1 j J Jt 7 ` y``, >I ~ • r
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I °
~ ' ~ • I FOUNDATION DAMN ter., ~ t \ ` Ij j; I A ~ o ~ ~ ti 14.6 ~ ~t A SEE ARCH. PLANS \ ~ ~ , SEAL ~ . ; \ ~ ~ 15391
f ~ r'+.. 'V / f" i
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r I F,F,E, 315.0 ~1a.a ,as Rid, ~ . A`~ 0 \ \ \ i
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,/r t~ ' 4 314.7 ~4)~ r ~ I \14.5 c ~ i \ ~ a~ T/C = 311.00 7. Lx9'Wx22"THICK ~ ~t ~ ~ o ~ 30 ,40 ~ r
r/ ~ ~ ( ~ ~ PORCH \ t t ~s \ a ~ ~ IN 6 DOT CLASS B RIP RAP f ~ ~ ~ ~ ~ OUT 306.30 , TEMP. SEDIMENT TRAP ~ ° -w ::w ,r''`
,I Ac1`.. ~ .I F~4
r M1+, ~ ~ _ - \ I ~ , ' YI 1 p - ~ L \ 'poa s t (ST-2) WITH MINIMUM t ~ r~' r ' t `a STORAGE POOL 36'Lx1B'Wx3'D .~"f ~ ~~'S
~ 4, ~ ~ T/G = 313.30, R dr-RD ^---RD Rp ---.1' ~ ~ tir( I tk ~ 't ~ t i~ RO ~ V ~ ~F 0 ~.,~~W 1r tti~~ . \ OUT - 309.60 , B ~ o \ • ~ 313.3 ` ~'~A ~ ' TH 10' SPILLWAY °
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~ ~ ~ L, ,.,ROSY & Gf2'AVEL vvt • ~ M YI 8 I j ® \ 1 I 1 8 E I 1~ ~ t p i I I o ~ SI FEN ? t £ ! i•-i '/C = 11313.00 ~ ~ ~ i (T P.) i ` ~ [ ' ~ ~~9
( ~ , • ~ ~ ~ \ INLET PROTECTIQN d \ ! T/C a 313.00 \ ~ h a O i \ OUT = X308.00 IUT = X308.00 ) ~ ti i ~ ~ ~ 3 i' ~ ~ I ~Oq a t ! ~
I n ~ € i 1 i I ~ ~ t (1( ~ ~ ~ f ~ , l~ ti W
~y ~ s~ ~ ~ I vl 1 4 9~ ~ 71 ~ ~ ` ~ i ~ OT ? ~ ~ ' yty`~i~~; 1 L E _I • ~ ~ f~l ~ ~i 1 ~ 'Po 1 'S
f '\A, a p\\ j { /~i I yS ~ n, ~ A ~ ~ FEXiST MG IN~, OUT ~ ~ ~ S e t )12.7 1,69, I J i 1(CONTRACTOR SHALL VERIFY rt ~ ~ ~ OA .ti I, !i
~ C- 5~. \ ! ~ 312.7 1. i . ~ ~ \ V~ I • ti, ~ d t ~ ~ ~ 1EXISTI INV. },UT PRIOR TO , ~ F p 1' , i ~ f ~ ~
, ~ I x CB 2 ~ ~o ~ j ~ i ~p 1 BEGI NING GONSTRUCTION & t `b 1 ~ i ! ~
T/C - 312.6 \ ~ { f IN = 309.00 f F=, `''r.. \ ~ i 1' A ~ t i NOTI Y ENGI EERING OF ANn ~ ' ! ~ t 4 1 I i 1. , °d DISC EPANCIES. ~ ! x V
~ ~ ~ ~ v ~ 1 1l,~ 308.90 ' , ; ~ a.ss 1 ~ I ~ 1 ~ I) t i i ~ 1 ' J 6,r 1 I l t ~i ~ i ~ y ~ ~ oa, 1 POST & GRAVED ~ ; / , a ~
~ A`~ ~ v 0~ ~ { 261~F 15" ~ " ~ ~ 1 N IN ET PROTEC ON ~ ~ I i 26L~F, 15 RC r ~ j ~ ~ ~ I t~
' ~ w. ~ ~'A,. p ~ ~ , ~ \ ~r1 i ®8. 596 `r SILT FENCE ``.8 e ~ f 1 rn `1h T .b I ! Qi ®8. 596 , (,1'P.) t '1 ! W „ ~ T r ~ ~ 5 t 'I EX. ~ I \ ~ t M t` ~ d~
i ~ , ~ ~8 Yl 4 ° ~ ~ ~ A 0 I t ~ ~ ~4~.. ) T/G - 313.30 \ \ ~ ~P I 1 ti 1 ~ t INV.t .:1-287.50 ~ I W
~ \ ~ ~ T = 31'5 \ \ V 4. t \ti' ~ 3 .3 t ! 3~ 1 ~ OU 309.00 f \ P ~ I ! 3>> ti ~ ~ t>;~ >l INV; UUT=283.10 ~ i 1 ~ ~ I i ~ ~ i E X, M H 1 O U~ A 1 ~
ti c-__°~- ~ ` ~ 1 r-- EX. MH 3 ~ = EX. JB ~ ~ ti ~ ~ r f - ~ j t RIM 290.60 , W p Z eM FMS 8 ~ + ~ ` \ 6• ~ ~ RIM - 293,98: EX. INV. UUT=282.60 INS. IN=281.50 ~ pa w
~ \ ~ ~ ` r G~ ~ OUT = ' ~ F, ~ OUT = 304.00 1 ` ~ I ~ A~ l~~ INV. OUT=287.95 ' ~ INV. IN=285.00 INV. UUT=276.17! ~
i A' t ,,`w, ~ r~,^ x 1 FE 7 I ~ + ~ , -°•-p- INV. IN=288.15 1 f ~ Opt FE 7 ~ ~ I I [ -1 a ~ p~
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' ~ ~''v,, ~ O 2 ' f , , ~ ~ 2 ti 'V ~ 31 I ~ + ~ _ 1 + ,
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~ POST & GRAVEL n s I I ^ ~ ~ ~ W U
~ ~ r ' IN T P w t ~ , ~ ~ ~ LE ROTEC110N ~v~~0T~2~~ ~ - - ~ o ~ _ ' ,5`a ~ 20 CITY OF ~ a e W
~ ~ ~ ~ ) 3tt I ~j r ~ ~~'i INTERBLOCKING I ` .yvo ~~o ~ r + J1> . ' RALEIGH SANITARY EX. MH 2 ~
t ~ l r ~ ~ BLOCK RE,JAIN1Pl6 31a.s I ~lM ~ , ti, SEWER EASEMENT _ W ~ ~ ° + "4~,+,, , , , V P~:~ RIM - 290.81 q
A ,WALC" DESIGN BY ~ ~ j ~ ~ OTHERS ~ r~'" ! ~ M ~ ( X001, PG. 2359) _ EX. INV. OU T-285.35 ~ ~ t/, ti ` INV. IN-285.55
/y~-~,~ ~~a ~,0~' ~ ~ ~ D~~ 20' PRIVATE DRAINAGE
F`0' F. ~ ti EASEMENT (~B. 2001, PG. 2359)
~ tK g ,'1' ~ 40 TRANSITIONAL ~ ~ ~ GENERAL NOTES: ~ ~A ~ YARD
~ a ~ ~ 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
. CLASS 1V ~ r CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR
r $ ~ ~ ,70x ,i ,r GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES r
DIVERSION FOR.' SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFlCAiION HAS NOT BEEN GIVEN, ` r - ~ FF- I N FF O
l'~ ~J T C = 311.80 ` 0 S TE RU p r' ~''E'~ + 2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION r ~ ~ t
\ ;r-'' IN - 307.00 \ ` r , I ~ ~ t ~ \~UT = 306.90 r "VELOCITY DISSIPATOR OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
~ ' ~ SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL", O I NCDOT CLASS 'B' RIB RAP
~ ~'X 9'Lx11'Wx22"THICK ' V ,o 39~ f 3, PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION CONFERENCE WITH r
~ ~ ` ro` t~ I A I P N PA N 1 AN A P NT F TH 1 H . • I CB 6 THE C TY OF R LEIGH NS ECTIO S DE RTME T (9 9) 890-3766, D RE RESE ATIVE 0 E OWNER.
N ? ~ 4,. ~ ` ~ ~ 0 ` 1 _ ~ T/C - ~09.T5 4. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 'z ~"e
0 ' ,o,` ~ ;OClT = 304,22 ~
~ r tiff l w i 5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE' BEST O ~ r xi ~ ; _ ~ 34, AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY N a
~ ` . 6 'PRIVATE CROS ~C~ESS PRIVATE~'~ DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY, ~ 1 w
r,~ T/C = 308.60 ~ \ ` ' N _ " s~ IN = 304.98 ti ~ ",,A ~ ` 'bRAINA(4E, PRIVAT UTILITY EASEMENT H h+~l
~ f 1~ OUT = 304.88 ti ~ ;I ~ ~ °ti `ti`+`~, ' j 6. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V) SHALL BE, APPROVED, PLACED AND COMPACTED AS 4.. ~S, RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY
ti m ; ~ INSTALL TEMP BARRACADES \ ; UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
v ~ TO PREVENT CONSTRUCTION ! ~ ~ ',,`',ti STORM DRAINAGE NOTES:
~ TRAFFIC AT WAKEFlELD c*i [ PINES DR. ENTRANCE ` , ~ ~ f
+ ~ ~ ~,'l, ~ ` 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE RCP UNLESS NOTED OTHERWSE.
m / cu + ~ ~ ~ + + °4 ~ 1 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS.
~ _ ` F~1 `t 4t+, '~y, 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH,
~ i \ ` MP. T N a' ~1 ~ \ ~ TE S O E GRADING LEGEND CHECK DAM ~
,R; ~ \t ` , h`~ 4, ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN IMTH INSIDE WALL. L1~ ry. 1 4 ~'t 1, , 9, `~t ^ ~
~ ~ ~ 5. ALL PIPE JOINTS SHALL BE MADE WITH PERFORMED JOINT S ALER WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE 8 W ti E ,
. ® FLARED END SECTION STORM DRAINAGE \ ~ \ \ + \ ~ FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
~ r' ~ ~ ~`'6~, ' ~''~~`4~`~1p 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD
o STORM SERVICE LINE ° ~ CATCH BASIN \ \ h \ t 1 'iY ~ ~ ~ ~ 1 USING MORTAR MIXED TO MANUFACTURERS SPECIFICATIONS, tit ~ ,4 \ , ~
o ~ ~ \ -RD-RD-RD- ROOF DRAIN, 8 ADS ,,v r ~ ~ ti ` ` ' ~ ' A A KFI HA N N-P A TI IN NA F F T TA11 N MA R WA N TR Tl N A IA TH R ~ . ~ , , , 7. LL B C LL S LL BE 0 L S C TURE, REE ROM R00 S, VEGE 0 TTE , STE COS UC 0 M TER L OR 0 E r.,~
~ i ~ \ ° ~ DROP INLET ~ ~ _ -TP -TP -TP - TREE PROTECTION ~ ~ \ + , ! OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY
/ ~ ~ ~ N ¦ STORM SERVICE INLET ~t . ~ ~ ' `+,+1 ~ TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
° ~ / LD LIMITS OF DISTURBANCE \ ~ , 8, MATERIALS DEEMED BY THE OWNERS REPRESENTATIVE AS UNSUITABLE FOR BACKFlLL PURPOSES SHALL BE REMOVED AND REPLACED WITH //kk
cu ~ STORM SERVICE ROOF-DRAIN WOODED AREA , ~ SUITABLE MATERIAL V ~ S v ~ `
m ~ ~ ~ + L .ti , V ~ ' FI H A P I AFT PIP I AI TH FI y ~ 9. BACK LLING OF TRENCHES S ALL BE CCOM LISHED IMMED ATELY ER ESL D. E LL AROUND THE PIPE SHALL BE
250 ~1 \ ~ ~ 0 STORM MANHOLE 10' CONTOUR ~ `ti , THOROUGHLY COMPACTED TO 95 ~ OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST, THE TOP EIGHT (8) PROJECT ND.
252 „ 2' CONTOUR q'' x,,, INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR. HHC 01000 y , . ,y 1 t ~ ? , l>ti,, ~ ~ ~ ~~xar~: H0001000-G1,DWG
~ DRAINAGE FLOW ARROW r ~ ~ EXISTING 10' CONTOUR \ L ti 4~~ ~ ~ `s 10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
N 252 ~ ~ t+ 4\~ l ~ "
~ N LINE BREAK SYMBOL - EXISTING 2' CONTOUR ~ . ~ \ 11. ROOF DRAINS TO BE 8 ADS NON-PERFORATED TUBING OR APPROVED EQUAL ®1.090 MIN. SLOPE WITH 3 FOOT MINIMUM COVER. AND PVC
C) 6 f V A~ 'l SCHEDULE 40 IN TRAFFIC AREAS. DRAWN By cis
- - - - - EASEMENT LINE 0 250.50 4ti} 4ti ScA LE:
250.00 TOP & BOTTOM CURB ELEVATIONS,. 1„ = 30p q
° HANDICAP AREA , = TW=223.00-TOP OF WALL ELEVATION r , 2% MAX, SLOPE GRAPHIC SCALE DATE: 03-08-02
BW=213.00-BOTTOM OF WALL ELEVATION jf 30 0 15 30 60 SHEET NO. I I I C-3
NOTE: BOTTOM OF WALL IS GROUND ~f ELEVATION NOT WALL FOUNDATION)
1 inch = 30 ft.
J r co +0.00 SPOT ELEVATI0Nr il McADAMS
X FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

SAND FILTER ~ ~
6.30 FT0 NOTE: ALL REBAR TO BE X14 4,10 FT0 REBAR GALVANIZED WITH A SAND FILTER OUTLET STRUCTURE NOTES:
BITUMINOUS COATING i. 18" RCP OUTLCT BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND
REBAR CONE TRASH 2 FT. SPIGOT, ASTM C76. THE JOINTS SHALL BE CONFINED 0-RING RUBBER A
RACK (SEE DETAIL). GASKET JOINTS MEETING ASTM C-443 AND ASTM C-361.
8' 1 FT. 2. THE MANHOLE OUTLET RISERS SHALL BE 4' I.D., MEETING ASTM C-478 pp AASHTO M-199 MONOLITHIC BASE. THE MANHOLE JOINTS SHALL BE V
8' (MIN.) , TOP OF BERM EL. 308.00 1 FT. ASTM C-443 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE
(MINIMUM ELEVATION) JB EX DI SECURELY ANCHORED TOGETHER TO PREVENT SEPARATION. ~ ~ ~ 4 REBAR ~ L>» O
T/G = 294.30 EX T/G = 294.00 OD TYp,) 0.74 FT. 4 REBAR 3. OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS i'-2" ON CENTER. O U O
~ INV IN = 290.55 INV IN = 290.00 R T RISER . = 0 . EX INV OUT = 290.45 EX INV OUT = 287.50 np, ~ STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. ~ d' ~0 ~ ~ z I
2.5 287.50 4. CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO • ~ „ O RISER BASE TO PREVENT RISER/BLOCK SEPARATION ~ "?~'i ~
~ T P IP- AP A ~ . ~ ~
2 ELEV. = 306.00 MANHOLE 2 BERM OUTLET STRUCTURE MATERIAL SPECIFICATIONS. ~ p,r
RISER 4'~ r , SECTION C? x ELEVATION VIEW 1. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY} UNLESS W ~N
~ i`~~~r ~ 18" EL. 304.00 -~,'I TOP OF SAND EL. 304,00 NTS OTHERWISE NOTED. ~ z ~
EL. 304.00 a 2. THE DRAWDOWN PIPE SHALL BE 30 LF-6 INCH DIAMETER TYPE "S" ~ 00
83 " KEY RIP-RAP/GRAVEL L•F. 18 0-RING PERFORATED HDPE PIPE W ~ O
FILTER BERM 1' BELOW RCP ®7.059; 5 FT, INTERNAL DIAMETER p'' a O ~ 3. GEOTEXTILE FABRIC FOR THE 6 INCH DIAMETER DRAWDOWN PIPE SHALL O ~ E'' ~ MANHOLE RISER ~ I
FINISHED GRADE 34 L F ~ _ 8" O RING BE TREVIRA 1120 OR APPROVED EQUAL (NON-WOYEN FABRIC) ~ E-~ U x x ~
NCDOT CL B RIP-RAP BERM RCp ®1.329 „ W o ~ BERM SOIL AND COMPACTION SPECIFICATIONS; W ~ ~
INV. OUT = 296.40 168 L.F, ~8 0-RIN WITH 1' THICK X57 STONE RCp ® G 2.629; Nc z W
FILTER ON UPSTREAM FACE. „ „ „ 7.4'm: 36" THICK 10' (TYP.) 1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE ~ O ~ MATERIAL AND COMPACTED TO AT LEAST 95% STANDARD PROCTOR Z W , O
30 L.F. 6 0 TYPE S HDPE EXTENDED BASE ON 4'0 MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED W Q; p,, ~ MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS
PERFORATED PIPE. PIPE TO BE 6"~ PERFORATED MANHOLE RISER BASE. SHALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR DISPERSNE.
WRAPPED COMPLETELY WITH FILTER HDPE INV, IN = 302.50 FABRIC. PIPE INV.= 302.50 #4 REBA CHARACTERISTICS. h ~ WELDED TYP.) ' CA
NOTE: (SEE NO E) 2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE 0 CONDUCTED EACH 2500 SQUARE FEET PER VERTICAL FOOT OF FILL.
CONTRACTOR TO FIELD VERIFY ELEVATION OF INVERT OUT OF CATCH BASIN. NOTIFY ENGINEER OF ANY DISCREPANCIES, 9 ;
NOTE: S OF TYPE MAY BE LOCATED ON THE BERM SECTION. ~ 5 3. NO TREE ANY ~ Q SEAL 4.10 FT 0
INSTALL ONLY 5 LF 6"0 TYPE "S" HDPE PERFORATED PIPE STATEMENT OF RESPONSIBILITY: 15391 6.30 FT0
WHILE SAND FILTER IS BEING USED AS TEMPORARY FILTER ALL REQUIRED MNNTENANCE AND INSPECTIONS OF THIS FACILITY SHALL ~ ~ • ~
BASIN. ONCE THE FILTER BASIN IS APPROVED FOR REMOVAL, INSTALL REMAINDER OF HDPE PIPE. BE THE RESPONSIBILITY OF HANNOVER ASSISTED LIVING. E ~ 3.15 FT ti Goo
'~,qRD ,1. ~~~o'
SAND FILTER MATERIALS SPECIFICATIONS: ''~mn,n~~'~ PLAN VIEW
NTS 1. SAND SHALL BE 2mm (MAX AVERAGE DIA) CLEAN AASHTO-M-6 OR
ASTM-C-33 CONCRETE SAND.
2. SAND SUBSTITUTIONS SUCH AS DIABASE AND GRAYSTONE X10 ARE NOT
NTS ACCEPTABLE AND GRAYSTONE X10 ARE~NOT ACCEPTABLE.
3. NO CALCIUM CARBONATED OR DOLOMITIC SAND SUBTITUTIONS ARE ACCEPTABLE NO "ROCK DUST" MAY BE USED FOR SAND.
NTS
z 0
~ , ~ r r t 1,..,,~*....~., - W
~L \ ~ ~ t~ ~ ~ i' ~
~ \ `~.i~ ~ r ~ ..,,w
~ ~ ~ `w-~~.
1 ~ X10 r t, ,:ti~, , f -~-.,.J', ,
1 ~j// t w„ t ~.1 ~ t w, 1/ W
SEEDING SCHED PERMANENT - 3i2 f ~,....i`-'r f ! _ r f r Fa
SEEDING MIXTURE APPLICATION RATE ~ f r J f ; ~ y,~ a a
SEEDING DATE f ~ ~ .a
20o LBS Ac ~ ~ ~ AUG 25 -OCT. (BEST) TALL FESCUE / I 1 ~ ~ ~ \ I ~ W ~tne}' t ~ ~ ~ ~
FEB. -APR 15 (POSSIBLE) ~ ( I ~ A ~ ~ ~ ~ ~ x ~ ~ ~ ~
SOIL AMENDMENTS ~ ~ I ~ ~ ~ ~ ~ \ ~ j ~ U c00 Wp~
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4000 LB/ACRE \ I ' ~ ~ GROUND AGRICULTURAL LIMESTONE AND 1000 U3/ACRE 10-10-10 FERTILIZER \ I ~ ~ r 1 ~ oz~ r ~~Yal ~ I ~ ~
H V /~V I I I ~ V I 1 MULC , ~ Oi
APPLY 4000 LB AC STRAW. ANCHOR STRAW By TACKING WftH ASPHALT, NETTING. / \ I I ~ I ~ \ OR A MULCH ANCHORING TOOL. A DISK WITFI BLADES SET NEARLY STRAIGHT CAN \ I I I \ ~ ` I ! i E-~I a ~ ~ ~ ~ ~ ~ I ~ j ~-1 U
BE USED AS A MULCH ANCHORING TOOL \ l 1 I ~ I I W ~ \ I ~ I 1 ~Q'i
MAINTENANCE \ I I I~ A ~ ~ RTILIZE IN LATE WINTER OF THE \ I 1 INSPECT AND REPAIR MULCH FREWENTIY. REFE \ 1 1 30 LF 6r0 TYPE "IS` I 1 j W I
FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-1D-10. MOW \ I ~ Mj I ~ ` REGUURLY TO A HEIGHT OF 2-4 INCHES. ^ PERFORd1ED HDP PIPE ~ I ~ 1~ ~ W x ~ ~ r ~ W
\I IM I I ~ 1 ~ NURSE PLANTS I I I I \ 1 I I I I I ~ 13~ I ~ I I , O
~1WEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE \ I I - \ , ti\ GERMAN MILLET. BEFORE MAY i, OR AFTER AUG. 15, ADD 40 le/ACRE RYE (~AAIN). I ~ I ; I r r W
\ I I I I ~ ~ I I ; 1 ~ I 1 D I I 1 N I { ( I W
I\ I ~ I I I \ I ~ 1 \ I I o~ ~ I rn I ~ I ~~t ~ i A
~ ~I ~ A „ o ~ I ~ p I,r N N I ry l N r i
I ~ ~ ~ I\ REDUCE ~ M RARY SEEDING SC TEMPO I I I ~ I ~ ~ ~ I I I f~ ~ I I ~ I ~t t I I ~ t ~ `y,, 4~0 MANH LE RISERI ~ I°
I I / ~ ~ I I CREST ELE =306.50; /
SEEDING MIXTURE APPLICATION RATE ~ ~ I ~ i / SEEDING DATE ~ ~ ~ INV IN=30 .50 ; ,r ~ I
I \ i ~ I / J,w 1 -MAY 1 RYE {GwuN) 12o Les/AC ~ I ~ I / I ~ ~ INV OUT= 95.35 ; i I I \ I ~ ~p ) ~ u i I ,t FYI
KOBE LESPEDEZA 50 U35/AC / / ? I I / ~ ~ / ~ ~6' I 1 I ~ ~ ~ ~ 1 p ~ ; i t )
MAY 1 -AUG 15 GERMAN MILLET 40 LBS/AC ^ ~ / ~ 1 `9~p I l , y )
\ I ~ - RYE GRAIN 120 LBS/AC ~ / ~ ~ \ / ~ AUG 15 DEC 30 ( ) ~ / ~ ~ `~0 I I I EI . SSMH ~ , i NO1E, ~ O ~ ~ / I ~ _ ! CONTRACTOR SHALL FIELD-VERIFY ELEV. ANO
/ / 1 \ ~ C 4 i I RIM 294.57 `~0 ~ ~ ; IN' OUT=288.14 ' ! LOCATION OF SAN, SEWER SYSTEM PRIOR TO \
SOIL AMENDMENTS / I ~ / / ~ ~ ; ~ ~i ~ Y >~r BEGINNING CONSTRUCTION NOTIFY ENGINEER OF ~ ~ ~ r ~ ` j"~ 1 ,'~'t r' ANY DISCREPANCE IMMEDIATELY,
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND I J AGRICULTURE LIMESTONE AND 750 U3/AC 10-10-10 FER11U2ER (FROM AUC / ~ ~ / / - C 30 INCREASE 10-10-10 FERTWZER TO 1000 LB/AC). / / I / 15 DE I ; ~ A
/ / ~ l ~ ! / MULCH / / ~ I \ r / i ~ ~ 1 ~ ' ~ ~ ~f' EX DI ~ ~ ! ~ 1 r` 1 r, ~
Apply 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING W11H ASPHALT, NETTING, / i J I ~ ~ ~'s. `~l j T/G=294.D0 ~ ~ ~ 0 1
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN / ~ I \ ~ ` SAND CHAMBER BE USED AS A MULCH ANCHORING TOOL V I ' 1j\ ~ ~ _ V / iAMBER ~ i 1 ~ '~t INV IN=290.00 (JB) ) ~ Z r ~ I 1 ~ EX INV OUT=287,50 ~ I ~ „
~ ~ I ~ ~ ~ ~ ~ MAINTENANCE / J ~ ~ ` ~ v rl ~ 1 ~ t I ~ ~~ki
i ` ~ _ _ JAN 1 -AUG 15: REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. / _ _ m RESEED, REFERTIUZE, ANO MULCH IMMECIATELY I I ~ i \ i ~ ~ V Q~ j ) ~ - ~ ~ I r-+
= FOLLOWING EROSION OR OTHER DAMAGE. / \ _ i U) I ~ ~ _ ~ ~ / ~5~~ t 84 LF 18 0 RING RCP ~ ~ ~ ~ti~ ~ I r~~ ~ ~ t ~a a
/ I ~ U AUG 15 -DEC 30: REPAIR AND REFERTILZE DAMAGED AREAS IMMEDIATELY. ~
~ cU TOP DRESS WITH 50 U3/AC OF NffROGEN IN MNtCH. I ~ ~ ~0 Q IF IT IS NECESSARI' TO EXTEND TEMPORARY COVER BEYOND
~ ~ 1 F ~ 1r °o ,AINE 15, OVERSEED WITH 50 U3/AC KOBE LESPEDEZA IN I - - - ~ ~°"r ~Q ~ N LATE FEBRUARY OR EARLY MARCH. ; \ SEDIMENT QQ 1 F ; ~ ~ ~ f I ~ I u ~ ~ ~ ~ ~7
I I CHAMBER 1 ~ ~ ~ 1 ,COQ ~ ~ ~ ~ ~ ~ r'~, ~-,-------MIN.'18" VER~~SEP, BST PIPES,
~ ~ ~ ~ . w ~ ~ STORM PIPE OVER' EXIST. 8" _ ~ ~ ~ ~ ~ x, SAN. SEWER MAIN
Q ~ I I ~ 40 A _ ~ ~ ~ ~ \ ~ \ ~ \ \ \ ~ It
~ ~ EEDBED PREPARATION I I M S m ~ I v \ V A ~ \ \ ~ ~ ~ A V V ~ ~ l ti`..
N ~ ~ V ~ V ~ ~
~ 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES I I , , E DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. I ~ - ' r - , ~ ` ' ~ ~ ~ ~ ~ ~ EX `SSMH ~ ~ '~~,,A~ ! RIM=293,70 a
I I I - - - - _ ~ = 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ~ ~ ~ ~ ~ ~ INV IN=2~~.75
~ I i 3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS I ~j\~ ~ ~ ~ INV OUT-28~:7~2
m LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. _ - ~ ~
D 4,) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE - I v UNIFORMLY AND MIX WITH SOIL (SEE BELOW). - -
o i a ~ `~`831,F1@ O~RI~lG~RCR ~ ~ ~ ~ ~®'7,tl5~ ~ J8
I 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM ~ ° REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ° x,10 ~ ' ~ ~ ~ TAG 294.30
° ~ / ~ ~ ~ r ~ ~ ~ ~ INV IN=290.55 ~ ~ ` ` ` ` ~ ~ ` ~ INV OUT=290.45 ~ _
0 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER - - U ~ ~ ~ ~ ~ ~
= 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. \~i ' ~ i ~ i . ~ ~ ~ ~ ~
0 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR y ~ ' I RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF 309 b 1j1 / / ~ ~ ~ ~ ~ ,r" ~ ~ ~
cu STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ~
m ~ ~ ~ ° ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ~ / ~ - ' ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ PR07ECT N0, _ ~ - ~ ~ ~ ~ ~ HHC 01000 ~ ~
D SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ~ ~ / r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a[1J;NaetE: H0001000-PDI.DWG ~ ~
~ 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT i i ~ ~ ~V ~ \ A C DE9IGNFD BY: ~ES
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. ~ ~ i U \ ~ ~ ~ A ~r ~ ~ ~ ~ ~ ~ ~ DRA1fN BY: CJS
L ~ , ~ v
* See seasonal application schedule
A A V \ SCALE: " '
v DATE: 03-08-02
GRAPAIC SCALE SHEET NO.
CD \ \ \ 20 0 10 20 40
z \ 318 ~ 8
U 1 inch = 20 !t.
HoMcADAMS
C n7 J FINAL DRAWING - NOT RELEASED FOR CONS'I'RUC" I'ION
X