19970694 Ver 1_Site Plan_20020204

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
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to \Z \Z z 00~`~~
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7.5'L x 9'W x 27"THINK
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' v 30 LF 6" TYPE 'S' H ~ p0 3 O / i i ~
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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
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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
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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
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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 ANT f f ° .t ~ ~ / ~ a~ I W ~ Q r Z
s, ~ ~ B 23 0 ~ • / a M1
~ 1 ~ ~ r~ ~ ~ ¦ ,r•' W ~ ~
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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
~ ~
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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
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~ ~
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
! / ~ ~4,1 .Rl~~ ~ r
t ~ N~1'~0~p0~ 96 ~ 2 '
/ . +A / 'e \ / /
In ~ i , o N f i _ ,o~ s, r N i ~ - .o: w y ~
if ¢ ~ i ~ ~ i0 ~ ~ 1 ~ m l~ t t ~ k' ~ 1 ~ ~ / ~ ~ ~ ~ f ~
/ I ~ VEL DISSIPATOR ~ ~ ~ ~ ~
,l ~ rl~ '1 NCDOT CL 'B' RIP RAP f~ ~ ~i
%s~~ I% 7.5,Lx9Wx27THINK r ~ K ~ti ;
(~bY ~ ~ \ 1 l 1 ~ •o
i' i ~ I ~g ~
~ ~ l ~ ^w ' 0 /5 ~a i r'~,
r , ~ \ / i ~ f ~ ti / . ~ ~
~ ~ 30 LF 6 TYPE S H ~ / ` PERFORATED ElP . PIPE / ~ ~ ~ ~ ~ /
c' ~1 TO BE LETELY ~ / ~ ~ ~ / / ~ Ij / ~ `
~ PED WITH FLTER ' ~ ~ FABRK ~ ~ ~ ~
~ti ~ ~ ~t ~ ~ N ti ~ 1
, ~ z u
~ ~ , ~ ~ ~ ~ ~1
~ ~ SEDIMENT ,rF , ~ `°o,,, ~ CHAMBER ~ ~
cv , ~ ` ~ ~ , s . , ~ o ~ ~ , J.Y. ~
~ t 1~ ~ ~ i A ~ '
l ~ SAND ~ ~ / N CHAMBER \ ` `
r~ / N I ~ ~ \ ~ ~ ~r ?'~r ~ r ~ ~ ~
ti ~ r 0 9 ~ / ~ . /
j ~ ~'t . o ~ r' ~ \ ~
i
~ ~ , , a , / ,ti ~ / i ~ ~ ~ .ti ~ ~
~ w ~ . ~ ~ ~ 9 ~ ~ ~ J 0 k
~ ~ 0 4 6 ~ ~ ~ ~ ~
It ~ ~ ~ ~ ,r ~ i ~ I i/ f ~ ~ ` ~ r
d ~ ~ ~ ~ ~ ~ ' r
~ ~ / ~ ~ f,
~ ! ti,` ~ t ~ I PBOr>+cr Na. FCC-Ot 000
i . t ~ . ~ / / ~ ~
U t r'° ' 'J ~ ~ ~ f? ~ i i" F"~N""BF0001000-DT4,D ~
~ 14 ~ ~ , ~ ti f'~ ~,r DBSICNBD BY: JES
L ~ ~ I ~ ~
~ % ~ DRAIPN 6Y: r.1~
--5'4 RISER r . `e
CREST ELEV = 293.00 INV = 286.00 LE'. h ~ 30,
o r 289 J JJ 1 ~f E:
GRAPHIC SCALE 01/28/02
30 0 15 30 60 ET NO. fSH
~ J ~r ~ «Pr ~ ~ rr l f•!` I l f Jr~ /i/ / f~
U L~ inch = 30 ft. 1
'O C
J I~'1~:11, llhalG;~ - NOT ' RELEASED FOR Zl'~~MJWADAMSY
X

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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~ ~ 30 LF 6" TYPE 'S' H 12000 3 0 / / \ ~ PERFORATED QIP . PIPE / / ~ i ~ j., _ ti ~ .rr' ; k / ~ ~ U
_ ~r, TO BE LETELY /
PED WITH FILTER / 4 ~ \ \ FABRK ~ .f;/
\ \ '''ttt . 0 ~ f 'i
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~ vv~ ~ CHAMBER ~ ,f'.~~ ~r`~' - i i--. y= 1~
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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
X

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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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rl L 17 ~ ~
~ 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
X

/ Down. Len th Section W ` U ,Node 9 e hv~t Invert Lord Flaw System ~ ~ ` ~ Node ft Site ~ ft cis 010 cle o~ pa
; 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
~ ,~3. ~ t~~ r,` ' ~ ~ / ~ f I ~
~ ~ ~ F , ' ~ . ~ , ~ ~ ~ ~ ; ~ ~ r,
~ ~ ~ 3' ~ a ~~;w, o ~ ~ a
' ",J i ~ ~ ~ i ! i A/. " ~y ~ ~ 'tiy~ rr l ~ W
r~ ( ~ z C7 Z
r ~ ~ ~ 4 W
* : 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
P . y i
I I _ ~ 1 r 20 TYPE RA ° oar I L_ I - ~ >b ~ \ PROTECT 20' TYPE 'C' TRANSITIONAL ~ ~ ~ ~
CON TRO~~f~F("'r ° A I _ ' , Ro PROTECTIVE YARD. ~ , , `r ~ , I' ~ , ww f °r ~ $
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
/ ~ ` i~ I N ~ ~ ~~i G~J~
FR ~ ti \ t ~ ~ ~ qR p~
I r ~ I S 1 ~ ° v.. 1 ~nnn~~
r / • { ~ 0 ~ ~ 4 6 f ~
r I F,F,E, 315.0 ~1a.a ,as Rid, ~ . A`~ 0 \ \ \ i
j ~ ~ •W Ss CB 9 VELOCITY DISSIPATOR ° ; ,
,/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 °
~ - R ~ \ ~ ~ ~ e ~ ~ S7,r / ~ 1 t j
~ \ , / F ~ \ V ? ~ \ 1 I F 1 S t 1 ~ 1 ! ' 1` J ~ M, ~ t I ~ r r ,
~ I ~ ~ 4, ~ 1 f ) i i I ~6` 1 # ~•1 t 1 ~ ~ ' ~ ~ 1 ~ i F ~ 1f i , y ! Ul
~ ~ ~ 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~
~ ^ ~ N j f - T - 304.00 ~ W U
' ~ ~''v,, ~ O 2 ' f , , ~ ~ 2 ti 'V ~ 31 I ~ + ~ _ 1 + ,
r i 312.15 ~ {
~ 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