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ACCURACY THEREOF. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING PROP. MANHOLE
UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL FBK: PROP. END SECTION
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x QP COMPUTED POINT PROP< GATE VALVE PROPERTY OWNER: ~ ~
FouND IRON PIPE PIN: 1724816908 0 FIP ~ CITY OF RALEIGH ~ a
~ RQI~I FOUND RIGHT-OF-WAY MONUMENT PROP. HYDRANT DEED BOOK 2050, PAGE 155 ~
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1 PROP. S1M, STR• NUMBER ~y 9" / ~ 1 BM 2007, PAGE 72 ~ ~ ~ ~ ° ~

1 PROP< GATE VALVE NUMBER y~ \
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~ 1 PROP, HYDRANT NUMBER / .i"~• FLOODWAY `FLOODPLATN 1 ` \
PROPERTY OWNER: /
CITY OF RALEIGH ExrsT, i- ,v PROPERTY OWNER; WETLANDS i-
` CITY OF RALEIGH / ~i i G /
PIN; 1724702146 ~ s-' / W
DEED BOOK 544 PAGE 37 ~ f ~ ~ PIN: 172481 fi908 REQUIRED ~ ~ ~ V FUTURE 1 ~ ~ ?
` BM 1992 PAGE 1472 DEED BOOK 2050, PAGE 155 G t / EXTENDED 1 \ #
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~ / / ~ PROP,EXTENDED ~ ~ a ~ E / ~ WETLAND STORM N I I ' PIN: 1723996832 24 HOURS BEFORE NEUSEBUFFER 1 YOU DIG CALL ONE CALL
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ELEV.=215,43 NGW 29 DATUM i j pR r~ e ~ d'' ~ V r~ ~ i
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223 ~ • ELEV,=221.03 NGVD 29 DATUM ~ . ~ > r~, J W
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1. ALL CONSTRUCTION ACTIVITY MUST BE CONDUCTED IN o t ~ 'f 0. O Q ~ W
ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ ~1
SPECIFICATIONS. ~ ~ ~ _ _ _ W ~ a
~°A y REQUIRED . CONTRACTOR TO FIELD LOCATE COORDINATE DI5CONNECTION v ~ FUTURE 2 ~ ~ LL ~r ~ ''dl~~ 1 a v ~ ° ~WU
AND REMOVE ALL NECESSARY PUBLIC & FRANCHISE UTILITIES. 118 i y EXTENDED D .jai Q " e
1~ WETLAND Q6
(R i STORM 4. PROPOSED BUILDING IS TO BE SPRINKLED, 0 WATER BMP i [P / , . ~ ~ W J Z ~ Z
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1. THIS PROPERTY MAY BE SUBJECT TO EASEMENTS, AGREEMENTS, ~ ~n W ~ W
LAND USE REGULATIONS OR OTHER DOCUMENTS OF RECORD THAT SCLO E, ~ ~ o~W ~
AN ACCURATE AND CURRENT TITLE SEARCH MAY DI S d
~Y~ ro n LOp 2, PART OF THIS PROPERTY LIES IN ZONE AE (BASE FLOOD ~r.~,
C I T FLOOD MAP NUMBER ~ ? ELEVATIONS DETERMINED) A CORD NG O EXIST, ~vT~ ~ ~ W o
3720172400) WITH AN EFFECTIVE DATE OF MAY 2, 2006 AND WETLANDS ~ f PROPERTY OWNER: ~ ~ 2
FLOOD MAP NUMBER 3720172300) WITH AN EFFECTIVE DATE OF 1 GREGORY POOLE ` 1 EQUIPMENT CO ~ ~
.MAY 2, 2006. ~
3. BOUNDARY INFORMA110N TAKEN FROM BOUNDARY SURVEY BY ~ ~ ~
ANC. ENGINEERING, INC. PERFORMED FEBUARY 2006. ~ ~ ~ PIN: 1723993170
E D BOOK 11459, PAGE 1461 ~
4, WETLAND DELINEATION PERFORMED BY ENVIRONMENTAL
33 SERVICES, INC. PERFORMED JANUARY 21, 2008, S g3, 33 ~ \ ' BM 2004, PAGE 1753 ' ' z S 93' ~ j ~
(R (RoW r ~ ~ ~
5. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN OE U.S. SURVEY FEET.
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• NOTICE'
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY o`~ CARp~ 0 ~ ° p°°°4°°~ ~ I,`
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RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ~Y .
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21543 ~h: CHECKED BY::BAR
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THE COMPANY. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR
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DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND CHF:
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF A CONFLICT IS APPARENT. 11-3
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ROP. GRADE ~
2. CONTRACTOR TO FIELD LOCATE, COORDINATE DISCONNECTION,
AND REMOVE ALL NECESSARY PUBLIC & FRANCHISE UTILITIES.
unurr c~os~Nc 15" sTM T/P 207.7 I LOW POINT ELEV = 214.50 4. PROPOSED BUILDING IS TO BE SPRINKLED. 1'"`'~
I I 8" SAN B/P 209.9 ~ ~ _ 0 LOW POINT STA - 4+14.86
210 210 ~ t~tOSS~NC unuTY cROS~NC _ „ PVI STA - 4+50 0
STM T/P 202.8 60 STM T/P 202.2 " SAN B/P 210.2 12" WM B/P 209.1 PVI ELEV = 213.69 1. THIS PROPERTY MAY BE SUBJECT TO EASEMENTS, AGREEMENTS,
A.D. = 3.70 LAND USE REGULATIONS OR OTHER DOCUMENTS OF RECORD THAT ~ AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. J
unurr cROS~NC INV. 205 2 -t5
15" 5TM T/P 207.5 K = 54.05 8" WM B/P 209.0 ~ 200.00' VC , 2. PART OF THIS PROPERTY LIES IN ZONE "AE" (BASE FLOOD
ELEVAl10NS DETERMINEQ) ACCORDING TO FLOOD MAP NUMBER tly~ [a
50 LF 38 LF 3720172400) WITH AN EFFECTIVE DATE OF MAY 2, 2008 AND ~
®1.00% ~'I.009~ FLOOD MAP NUMBER 3720172300) WITH AN EFFECTIVE DATE OF 2 ~ 2
15" RCP 15 RCP o rn 1~ T J/~~pp~ MAY 2, 2006. ~ •Q ~
+ ~ o MI 3. BOUNDARY INFORMATION TAKEN FROM BOUNDARY SURVEY BY
200 ~ N N m 200 _ _ _ + ANC ENGINEERING, INC. PERFORMED FEBUARY 2008. f O ~ Q
U U N _z
~ > fn ~ W
> > 220 4. WETLAND DELINEATION PERFORMED BY ENVIRONMENTAL ~ W J _ SERVICES INC. PERFORMED JANUARY 21 2008. W _ 4 ~ p ~v
~ m m ~ ~1~ ~ ~
EXIST. G OUND ~ - ~ ~ -1.20% e . ~ ~ 5. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN O W ~ w ~ U.S. SURVEY FEET. 4~ 40 ~ 3 0
INV. 198.92 -60 ?,509 ~ ~ e
EXI T. GROUND e a ' BENCHrMARKS:
96 LF ®3.27 BM 1 W ~ ~ ~ Z ARROW ON HYDRANT AT THE SOUTHWEST CORNER ~ ~ ~
A F C R ~ ~ & ~ 60 RCP ~ ~ OF THE INTERSECTION OF GLOBAL STREET AND
1 I ~ /i I I 190 ~ SOUTH NEW HOPE ROAD. 4. ~ 2
190 N N N co N 1 ELEV.=215.43 NGVD 29 DATUM _
I~ N N N ~ ~ ' IW lui ~I~ ~oI ~
N N N N ~ / / 210 BM 2 v ~
~ EXIST. GRADE i > Z Z ~ ~i ARROW ON HYDRANT AT THE NORTH 3 RIGHT-OF-WAY LINE OF GLOBAL STREET AND THE 2
z zz z - - EAST PROPERTY LINE OF THE SITE.
- ~ i ELEV.=221.03 NGVD 29 DATUM "m'
~ ~ , ~ / EXIST. NORTH ~ /
~ / R/W L NE
\ / _ FF FlNIShi FLOOR
~ ~ EXIST. S UTH / ` ~ ~ DG PROP. DRAINAGE ARROW - EX. CONTOUR ELEVATION ( n
e 1r R/W LIN ~ e p(, GUgRp RaL X1P 40.00 PROP. TOP OF PAVEMENT ELEV. V EX. FENCE XTC 40.00 PROP. TOP OF CURB ELEV. W
~~e e ~,i~/e E><. WATER MAIN ~ 40,00 PROP. GUTTER ELEV. U
eee 200 - - - - EX. STORM SEWER
Ilr F - - EX. SAN(TAR'Y SEWER A~ PROP. TOP OF WALK ELEV,
I I r' IIV > EX. UNDERGROUND ELECTRIC KT~'~'~ PROP. TOP OF WALL ELEV. REVISED
1~ Zw II o~ 0 EX. TRANSFORMER PROP. SPOT ELEV.
~ I w tl ~t EX. IJGHT POLE 940 PROP. CONTOUR
11 aw Q EX. GAS MARKER . PROP. CATCH BASIN
JJ W EX. HYDRANT
Q' ~ E>f. GATE VALVE dt BLOW-OFF ~ PROP. MANHOLE
ZZ ~ EX. WATER SHUT-OFF ' PROP. END SECTION EX. WATER METER pROP. STORM SEWER
]W ~U p EX. MANHOLE pROP. SANITARY SEWER
190 o Ex. SANIraRY OLEANOUr
~W ? EX. CATCH BASIN PROP. WATER MAIN
Z~ ~O J TI ~ ~ o D EX. END SECTION TPF PROP. TREE PROTEC110N FENCE
X ~P COMPUTED POINT ® PROP. GATE VALVE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY w a OF THE CONTRACTOR NEITHER THE OWNER NOR THE II II o FIP FOUND IRON PIPE
ENGINEER SHALL BE EXPECTED TO ASSUME ANY V V DATUM ELEV 0 RAW FOUND RIGHT-OF--WAY MONUMENT ~ PROP. HYDRANT
RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, 185.00 ~ SIR SET IRON ROD DATE: 04-®7"08 ~1 PROP. SAN. STR. NUMBER
OR OF ANY OTHER PERSONS. ~ o as ~ h ro N N o0 ~ ~ rn ~ ~ ~ ~ ~ N r ~ ~ \ ~ ~ ~ ~ o ,,,~ypiui?u?p4'® DRAWN BY: TRS
_ m ,,a CARn, ~i. / Al neon c+n. n~eo ~n u.~m
NOTE' 0 I~ p t0 O tfI ~ d O 4 p ~t Q to O t0 t0 v N N N N N tw f ~~'I rr°vr. aim. ann. nvmorR CHECKED 8Y: ®AR z"a * 9-L
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AS N~ N N N N N N N N 04 N N N N N N N N N 04 N
DISCLOSED BY AVAILABLE UTILITY COMPANY RECORDS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE COMPANY. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR SEAL P O PROP. GATE VALVE NUMBER 0®0
ACCURACY THEREOF, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 5+00 4+00 3+00 2+00 1+00 4-00 0+00 21543 k44vf
UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL PROP. HYDRANT NUMBER ~K'
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR°S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OiF' 1-4 ao(Fy N~ o°'
IMMEDIATELY IF A CONFLICT IS APPARENT. 1r8e88 1nR°01HOR 1'=50 FT' 07-579
UFR 1'= 5 Fr.

`z ~
~ o
#4 REBAR 12 O.C. Basr. goo ~ _ raxm _ _ _ ~ ass~Am+. rr°. ~ z z ~ ~ z
EACH WAY " PREFOMRED JOINT ST. t ` z;~ NE'fEDdN OE01EIfiKf _ - - ~ C~ ~i N ` FLOODWAY ~ ~ 'ABA~i I ` w ~ V 4 ^~C -
as FILLER, 12 WIDE ~ ~ ® w QOM Z N
~ _ U1V7--~ ~~~vv z
I , - _ ~ I Q o
z t~~ao,c00, r®r NCOCfI
~ ~ _ N
TRASH RACK: 0~ 91.5 ~ I _A { Zt~~r~ ~ X . FORt;BAY 1 ~ ..~.r _ i 2 N ~ w ~ ~ ~ ~ 2,915 SF - ~
" GALV. STEEL 10' WD p1CH' N
MAX OPENING = 12" HORIZONTAL ~ CLASS B RIP RAP I n - - _ _ 21 x. ~ r > ~ ~ ~ ~ Ch :f ~ ~ ~ ' 98.5,/ +""'.,.r,m L! CY_ ~ r,
RISER SECURELY ATTACHED TO CONCRETE ) X ~ C , -s.,,,,e. ~ > > ~ CL d Qiv
4 PRECAST ~ ~ ~ 97.5 ~ ~ _ ~ ~ a ~ w 1
CONCRET I R E BOX R SE
/ ; ~~ry 96.5 X 97,5 X = * _ ~ . t m Q
ELEV° 1988 ~ ,98.5 ~ ~ ~ X.
V ~ ~
- COLLAR I SEEP T N ~ MICROPOOL ~ ~ ~
PROP. SKIMMER l / ryo-! ,~g ~ LOW MARSH` 97,5X. ~ _ ~ o ~ ~ 17,300 SF ~ ~ ? r ~ Q
NTS 1 l ~o.z`~~Q~
SIDE GROUT EACH ~ I~-~:I 9&5 W1GH MARSH I r 97.5X X 15,470 SF / ~ > ° a ° °?L„ ~
dap-~-~,
3" 90° EL JOINT SEALED WITH A-LOCK NEOPRENE t A
Cpl GASKET CAST IN MANHOLE WALL ~ 4 REBAR TYP. WELDED ~4 INTERMEDIATE ~ , 98~ X ~ ~ ~ ~ ~ ~ C3 X ; N N N' a a °
ORIFICE ELEV, 198.0 ~ - - - - - - REBAR RING 24 N z ~
C~~] TOP OF MANHOLE RISER ~ , ` ~ 97,5 K ryo ~ N m
DRAWDOWN DEVICE as ~ » ~ 9 3 DIP 15 0-RING GASKET RCP ~ ~ ~
4 REBAR RING PAVED 9 9&5 X 197 q~j / ~
INVERT INV. 296,00 ' ' ~ FOREBAY'2 ~ ~
~ 2,240 SF / 1.
RE TO BE <; , , ARS A
GROUT EACH SIDE EQUALLY SPACED ANCHOR TRASH RACK TO MANHOLE WALL 97.5
WITH FOUR EQUALLY SPACED HOT-DIPPED 84 ~ U
LVANIZED STEEL CLAMPS. EACH ANTI FLOTATION DEVICE GA N
' ' OWN EVICE ETAIL CLAMP ATTACHED TO MANHOLE RISER BY RA WD D K D A ND D >~I RA C s X8 x 4 RISER TRAS z ® aCf~ ~tlYkR~ N~ 206 x ~
PROFILE (2) 3'°xY4" CONCRETE ANCHOR BOLTS NTS ~
NTS d 212 /
~d f
/ ,
.e
°I~E~Edl~
FF FlNISH FLOOR EX. WETLANDS PROP. DRAINAGE ARROW A U B
_ EX. CONTOUR ELEVATION 0. 0
EX. GUARD RAIL TP 'W°00 PROP, T~ OF PAVEMENT ELEV. K ~ ~ ~ 24 HOURS BEFORE
EX. FENCE TC 40°00 PROP. TOP OF CURB ELEV. ~ o. ~ ~ YOU DIG CALL ONE CALL X ~ ~ ~ ~ ~ - 1.800.632.4949
EX° WATER MAIN ~ GU 40.00 PROP, GUTTER ELEV. A - - - - EX° STORM SEWER K 155 PA ~ a N ~ ~ r (TOLL FREE)
TW 40.00 PROP. TOP OF WALK ELEV. - - EX° SANITARY SEWER X
_ T/W PROP. TOP OF WALL ELEV. 205 CA EX, UNDERGROUND ELECTRIC X o 220 ~ r
® EX° TRANSFORMER PROP, SPOT ELEV. ~ A X ~0 - - - s O
EX. LIGHT POLE 940 PROP. CONTOUR _ -
~ ~ v G EX° GAS MARKER v v v
c PROP. CATCH BASIN
EX. HYDRANT v PROP. MANHOLE v v v ~ 250 CL - ~ ~ EX. GATE VALVE ~ BLOW-OFF • ~ v
e EX. WATER SHUT-OFF PROP, END SECTION v v v v v 'c3 104 AC M ~ vvvvvvv _ I ~ I ~ I - - - - - ;y'
EX° WATER METER ®v.. - ® PROP. STORM SEWER v v v v v v v v ~
0 IX,~HO~ ti vvvv vvv ~ PROP< SANITARY SEWER =t.. ~ v v v v v \2 v W
p IX° SANITARY CLEANOUT ~ , 0 PROP. WATER MAIN ~ ,:~;::i?~;; 0 v v v v N p EX° CATCH BASIN q°' '•r;; 0 0 v v v v v v EXIST. GROUND / J
b EX. END SECTION TPF PROP. TREE PROTEC110N FENCE ~~~fpP~# 210 -
x COMPUTED POINT PROP, GAZE VALVE 1 CP ® 140 PO ~ PROP. GRADE y~ . I I I
ti a. 2$0 HE ® FIP FOUND IRON PIPE 0 t7, ~ 0 ~
O RAW FOUND RIGHT-OF-WAY MONUMENT PROR HYDRANT 0 0 139 AC 500 PV o o ° o ~
0 SIR SET IRON ROD • + + + 0 0 0 0 1 PROP. SAN. STR° NUMBER + + + + 0 0 0 0 0 • /.~j//~
0 0 0 0 0 rn
~ + + + + + 0000009 ~ PROP. STM° STR° NUMBER + + + + + 0 0~ 0
+~°SR++++000 0 0 0 0 220 AV + + + + + + 0 0 0 ~ N ry ,IIIF L-f-~--------10~YR ELEV._202.7 ----------3 '~,~~1 ~I;~') ~ ® ~z
00000 1 PROP. GATE VALVE NUMBER 240 JE + + + + + + 0 0 N N ~
+ + + + + + 0 N
N 1 PROP, HYDRANT NUMBER co + + + + ~ X + + ~~~-l 200 ~=~!-~~='ll_' 4 w
~ + + + + + + 125 PA I~I-~~~li~_ HIGH WATER ELEV, FOR WATER QUALITY STOR_M_198®8 O ICI
PERMANENT POOL ELEV_198.0,_ ~ ® z
l I Eel ~I~~ ~ ~ II I MICRO LOW MARSH# 7; _,L. ~ ~ ~ ~ ~
300 ED rlfFr~i~.~~lf ~ POOL* ~!~II i~~ :l, ~~k-,~!..~ Ir-~~~=~ Iii ~I- ~ FOREBAY~ 0 lip , ~ i' I lli II-~~ Ifi "I~~ i , ~L~r-li'_lii...llF ili i _~i~~i I i f~;
Ali- `IIL''-`~1 4i1w li~l31-~i,' i,~ll~~i I i l_ ~ e~e--,, ~i ~
H 22" CLASS 8 .1~_-;,,~ ;%t I a ~ z
N~ RIP RAP -Il~lli~`~' ~,I I~[~_ HIGH ~ ~~~I~ `I I MARSH Q.
20
S'-
---212 190 0 __II .Z'
ANTI-FLOTATION ~ BOTTOM IS TO BE 4" OF
' DEVICE 8'x8'x24" 0~~=i~- 66 LF ~4,68~ TOPSOIL ON CLAY LINER SUCK
0~~'~'` 15" RCP THAT THE INFILTRATION RATE IS
PLANTING PLAN BM 1 Ord;;,=~ "0_RING GASKET" AT LEAS 0.01 IN/HR.
ARROW ON HYDRANT AT THE SOUTHWEST CORNER ,a;~~
OF THE INTERSECTION OF GLOBAL STREET AND
SOUTH NEW HOPE ROAD. STORMWATER CONSTRUCTED WETLAND PLANT t; - o Z .i~.
ELEV,=215.43 NGVD 29 DATUM SCHEDULE =i ~ W 0 ~
BM 2 ZONE 1 I r r
ARROW ON HYDRANT AT THE NORTH -fli ~ ~ ~ I
RIGHT-OF-WAY LINE OF GLOBAL STREET AND THE 205 CA CARER SPP. SEDGES 180 ~ - REVISED
EAST .PROPERTY LINE OF THE SITE. 250 CL CANNA LILY ,BENGAL TIGER' CANNA .
ELEV.=221°03 NGVD 29 DATUM 500 PV PELTANDRA VIRGINICA ARROW ARUM 140 PO POTAMOGETON PECTINATUS PONDWEED - i:.-~.
300 ED EUPATORIUM DUBIUM DWARF JOE PYE
NorFS• WEED
1. ALL CONSTRUCTION ACTIVITY MUST BE CONDUCTED IN 240 JE JUNCUS EFFUSUS SOFTRUSH
ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS. ZONE 2 SECTI®N A-A
2. CONTRACTOR TO FIELD LOCATE, COORDINATE DISCONNECTION,
AND REMOVE ALL NECESSARY PUBLIC & FRANCHISE UTILITIES, 280 PA PANICUM VERGATUM SWITCHGRASS
220 AV ANDROPOGON VIRGINICUS BROOMSEDGE ae®®D~tee it ir~rl,,,
243 AC ACORUS CALAMUS SWEET FLAG °~engej II
280 HE HYMENOCALLIS EULAE SPIDER LILY CONSTRUC110N SITE SAFETY IS THE SOt.E RESPONSIBILITY
OF THE CONTRACTOR NEITHER THE OWNER NOR THE °o,,~o°~~~~,®~~•°'~~,,' DATE: 04-07-0$ a SEAL ~ °
ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PER50NS
ENGAGED 1N THE WORK, OF ANY NEARBY STRUCTURES, 0 21543 = DRAWN BY: TRS A.
OR OF ANY-0THER PERSONS. s~~9 ~'~;VG' ~ A1E~~'r~,r~ve, CHECKED BY BAR
\lA~°~ C~,. „a
• •S.d.1L•-rl-o s'Aa 0~25 0
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AS it
DISCLOSED BY AVAILABLE UTILITY COMPANY RECORDS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE COMPANY. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR
ACCURACY THEREOF. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING dL~ FSK:
UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND CHF: 1-6
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGNEER SCALE HOR 1'=50 Ft. p7-579
IMMEDIATELY IF A CONFLICT IS APPARENT. VER 1°= 5 FT. a

h
C 1 2 3 4 5 6 ~B A ~ ~ U
Q O O O O O O ZW ~C9Z~.~d ~ ~W~}J
~ ~j OD O O O O ~
~j OD ~ r ~ Oi cQ m NIA Z~'I~ w~¢o~ 4 Irv
~ Lt N Z N® N® N N m N m ~I I IU I~ I~ IU I~ ~ ~ ~ ZO ~ ~ ~~w~z~ ~Z ~4
~ ~ ~ ~ ~ o~ - - - 3M ~~t ire ire cn~-~Q rQ,~vv
° \
~ ~ \ ~ WUFO~i~ L'j N py pa I r
_ EXIST. GROUND s ~ ~ ~ ~~~~ah
I I ~onhh
/ PROP. GRADE ~ \ ~w ~2Ntpt0
220 ~ / \ P P ~WCK~J r OrOi
/ \ U_
/ \ ~~~~W ~.g4CgU
~ a\ \ ~..I~~Q
\ / \ d~oa 0 I _ ~
I I\ I I I I \ I / _ ~ e r~ (~ii
\ / 15" STM T/P 212.4\ r'1.
\ / 8" STM B/P 214.5 \ _ _ _ \ / 10-YR HGL _ _ _ /0 ~ rt r
\ _ _ _ \
210 _ - _ _ -r' - INV. 211.74 -15„ ~
18" 5TM B P 210,1 ~ ~ q ~l=.5,7 y~
8" WM B/ 208,1 / ~ (YY~J~~~". ~ "Jr
„ 0 T R STM INV. 205.42 -8 LOWER WM 0 CLEA 92 LF \ ~ ~ / 203 LF ®1.00 ~ W ~ ~ ~ 4~ ~ 92 LF ®0.60 a ~ ~ ~
135 LF ®0,80% „ 15 15" HDPE 15 HpPE h y^.
15 HDPE . i
I I I I I 44 LF Y ~ R
265 LF ~ 0.30% 150 LF ®0.70%
INV. 199.75 -24 „ 18" HDPE 0,50% ~ 24 HDPE 18" HDPE ky1~
~:t
200 r' ~4W
I I ~ ?
86 LF 0.30% z c iA in
164 LF ®0.30% ° „ x e ~ x co „ ~ co 36 HDPE t° ~ o ~ ^ ~ ~ M 36 HDPE M M j~ l I I I I i t ~ e- r
II II I
® OO ~tq >n 00 NN 00 ® NN N
~I~ a~l~ ~~~II~i olo ola ~I~ NI N d°I
® V® r~- rr rr ~ ~N N NN NN NN N N N N
~ » » > » » ~
~ ZZ ZZ Z ZZ ZZ ZZ Z ZZ Z
D 9 C01 C02 C03 10 C04 C05 11 CO6 CO6
a O v o p o
.Q ~ ~r I-$ O I-O o ~co Ana o0 0~ or o o~ o~ o or ~ 6 g 2 ~B8 24 HOUR5 BEFORE
Wp, ~ ON ON ON N ON ZN N ZN YOU DIG CALL ONE CALL
Lid p~N ZN QN aN ®N QN 4N p~N QN Z cNV o 0 o Z~ 1.800.632.4949 W ~ ~ ~ o ~ m (TOLL FREE)
A ~ a U w w~ U~ m~ ®N r W~
M3 d~Q': U~ UQ: Uir d~Q: C)ir UQ: U~ U) UI ®IN ZI ~
1~N/y 1/~~ U~ /0y0 /~~I v Lb pV LL ~ ~ v ~ Ol
EXIST. GROUND
~r
230
~ I I I I I
i i ~ I PROP. I GRADE 220 230 t,~
i PROP. GRADE ~ v j
i •~J
w
PROP.I GRADE I I I INV. I INV. 211.70 -15" ( 0-YR HG ( I I W ~J,, ~
INV. INV. 211.70 -15" a p

i
220 4e ~ 4'
„ INV. Z1~ INV. 214.71-15 INV. 216.58 ! EXIST. GROUND ® ~ z 210 210 ? ~ ~ Z p
INV. 213.91 -15" I V. 215.31 -15„ I „ IN
INV. 212.71 -15 10-YR HGL _ ~ ~E IST. GROUND ~ ~ ® ~ ~
INV. 213.41 -15" ~ UV ~ INV. 207.95 -24" ~ C
~ INV. 205.42 -8" ~ W
10-YR HGL ~ W Q ~ 3
51 LF ~ 50 LF ® „ 58 LF ~ I I I ' W ~
2.00% 15 I 0.50% 15 DPE H 0.90% 15
HDPE HDPE INV. 198.75 -36" r ~ ~
210
100 LF ®0.60% 50 LF 4 ~ x
51 LF ® „ 18" HDPE 100 LF ~ 0.70% 100 LF ~ 0.50% 1.10% 18 200 200 ~
„ „ 0.50% 24 HDPE I 24 HDPE I 24 HDPE I HDPE I I I I
I I I 29 LF ~ ~ o 1.00% 24" W
HDPE ~
N ~ ~ N
70 LF ~ „ N i
0.70% 24 HDPE N ~ O
I I NI I~ OI
200 N N ~ N
H Z Z Z Z W
A ~ A A R C A Z R ~ L ~ p ~ A $ A U x
O O t}' sl' d' 'd' d' d' N o0 00 e>D W N ~ ~ t0 Ml M N N N N N N N I I r r I I I
I I I I C I III I C I ~ I C I I I REVISED
O N r r r r r r (C tD r r r r ~ ~ O 104 LF ® M r r oo a1 M M N rn N~ r M ~ ~
oD „ 00 ~ cV cV N cV t~ M M M d' ~t ~ N t0 ~ c4 ~ 0.30% 30 ~ r r r r r r r r r r ifl r r
HDPE ~ N N N N N N N N N N N N N N N N N e N e
» ~ 9 > ! >
Z Z Z Z Z Z Z Z 2 ZZ Z Z Z Z ZZ Z z 1. ALL CONSTRUCTION ACTNITY MUST BE CONDUCTED IN - ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS.
2. CONTRACTOR TO FIELD LOCATE, COORDINATE DISCONNECTION, AND REMOVE ALL NECESSARY PUBLIC & FRANCHISE UTILITIES.
4. PROPOSED BUILDING IS TO BE SPRINKLED.
~vor?cE. a ~,errrrraa'pitt~4
CONSTRUC110N SITE SAFETY IS THE SOLE RESPONSIBILITY
OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER MALL BE EXPECTED TO ASSUME ANY ~ENCHMARKSr .,°~~o~'~~°ESSi'®l~ti°'~.
.RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS BM 1 ®?o' ~ ti'°.,9 's DACE; 04-07-08 ~ 0 ~ 0 ~
ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, ARROW ON HYDRANT AT THE SOUTHWEST CORNER $ ~ 2 bA43 ~ DRAWN BY; TRS OF THE INTERSEC110N OF GLOBAL STREET AND
OR OF ANY OTHER PERSONS. SOUTH NEW HOPE ROAD. _ - ,~~~y~,~';pv~c CHECKED BY: BAR
At/1TC.
iALL. tLtV.=11043 NGVU 19 UA I UM
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AS DISCLOSED BY AVAILABLE UTILITY COMPANY RECORDS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY hyrrrA. R1c®00~ 5 50
THE COMPANY, NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR BM 2
ACCURACY THEREOF THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL ARROW ON HYDRANT AT THE NORTH FBK: RIGHT-OF-WAY LINE OF GLOBAL STREET AND THE
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND EAST PROPERTY LINE OF THE SITE. S J CHF:
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF A CONFLICT IS APPARENT. ELEV.=221,03 NGVD 29 DATUM 1 SME HOi 1;=50 FT.
VER 1 @ 5 FT. 07-579