20130220 Ver 1_Site Plan_20130305

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BMI996 PG 258
4
DROP
INLET
® ` �Y✓
tee 1955 PG 1303) i
TREE PROTECTION FENCE
LIMITS OF DtSTRURBANCE
REMOVE EX. TREE #'s 21 -24
(SEE TREE LEGEND ABOVE)
TREE #25 TO BE SAVED IF POSSIBLE
(NOTE TREE IS IN MAINTENANCE
CORRIDOR OF EXIST STORM DRAIN)
INSTALL 1O'X1 O'X30" (111CK) E.O. P #1-
CLASS I RIP RAP ON BANK BY HAND INV = 292.0
(NO TRACK EQUIPMENT ALLOWED iN CHANNEL)
ORDINARY HIGH WATERLINE
(NO FILL ALLOWED BELOW ORDINARY HIGH WATER LINE)
TREE PROTECTI FENCE
S &EC FLAG
\24)I
El
MH C/0
°°�• 15.
C/0 ®
ii
r /
P"',
r
O
PROVIDE INLET PROTECTION ON ALL i 11
INLETS THAT COULD RECEIVE
DISCHARGE FROM AREA OF
CONSTRUCTION (TYP)
t MH
f
5¢ e'
�►�. \
L LP®
NEW MH /JB #2
-. TOP = 322..50
is ss IN = 305.90
OUT = 01.70
i ..� Numb
TREE PROTECTION FENCE �`'
i
BLOCK CAR WASH BLDG
162 LF 54" RC ,,� WALL. 2680 SF
® 6.0% MH BLOCK
C/O DRIVE WALL
DUMPSTER C/o c o THRU
,AREA 190 LF 54" RCP 0 1.5%
INSTALL BY OPEN CUT
BLOCK,
WALL•
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1 EX 48" RCP
r
L_,,,,.,......- -- TREE PROTECTION FENCE
I--I
NZ:Z:7- LIMITS OF DISTURBANCE
ONNECT TO EX. MH /JB #4
r TOP = 325.9
INV IN (EX. 15 ") = 321.1
INV IN (EX 48' } = 311.46
INV OUT (EX 24 ")= 304.2
INV OUT (NEW 54 ") = 310.46
REMOVE AND REPLACE EXIST.
CB & 15" RCP
104 LF 54" RCP 0 1.57.
PROVIDE INLET PROTECTION ON
ALL INLETS THAT COULD RECEIVE
DISCHARGE FROM AREA OF
CONSTRUCTION (TYP)
NEW
MH /JB #3
TOP
= 326.00
IN =
308.90
OUT
= 308.70
EXISTING TREE LEGEND
SYMBOL
CAL.
SPECIES
BY:
EFS
BRADFORD PEAR
(2)
7"
AMMON
LL
2012
REVISED:
(4)
12"
OAK
(5)
9"
PINE
®29
1W
PEAR
(7)
2012
P�FORD
(8)
10"
PINE (R&R)
9)
6.
ZELKOVA
(10)
s"
ZELKOVA
(11)
8"
LEYLAND CYPRESS
(12)
8"
LEYLAND CYPRESS
(13)
8"
BRADFORD PEAR
(14)
8"
ZELKOVA
(15)
8"
BRADFORD PEAR
16)
s"
ZELKOVA
(17)
s"
BRADFORD PEAR
(18)
6"
ZELKOVA
(19)
8"
BRADFORD PEAR (R&R)
(20)
8"
ZELKOVA (R &R)
(21)
8"
POPLAR (TBR)
(22)
5"
IRONWOOD (TBR)
(23)
9.5"
BIRCH (TBR)
(24)
7"
BIRCH (TBR)
(25)
15"
POPLAR (SAVE iF
ty
POSSIBLE; TREE IS IN
MAINTENANCE CORRIDOR
OF EXISTING STORM DRAIN)
NOTE: FOR TREE #'s 1 -20 IN LANDSCAPE
ISLANDS;
REPLACE ANY TREES DAMAGED
OR REMOVED DURING CONSTRUCTION WITH
3" CALIPER 'TREE OF SAME SPECIES.
SUBJECT PROPERTY iS LOCATED IN A SPECIAL FLOOD
HAZARD AREA (ZONE X & AE) AS DESIGNATED ON
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)
FLOOD INSURANCE RATE MAP 3720078700) DATED
MAY 2, 2012
P : 1 " =4'O'
PROFILE: 1 "--=4 0' HORI .
.S7,1 N D . I RD E rf1,r'rY IVOTF,S (ate u» S le):
1. All matamais & txmn*0Ai0n methtnk s11811 be in ae exr&me With ftity of Raleigh dmrign
stmdards. details & specifications (nefemce: CORPLD lfandbook, current edition)
�_ t! tiJ!irysepangtitxmrregttrromenta:
a) A distance of 100' shall be maintained between saummitary sewer & any private or public
water sa>irply rice such as an imrotamdcd rescrvoir used m a source of drinking water. If
adeeluute lateral separation coamt, be achieved. fetteaus sanitary Sewer pipe shall be
.Vocified 6e- installed to waterline specifications. However, the minimum separation shall
not be less than 6S' from a private woll or 5V from a public well
b) %%%m butal ng Wales &br Sewer matins, the 1wrizental Separation between wilides Shall
be 117. if this separation cannot be mabotined duo m odsti% conditions, the variation
allowed is the water main in a xsgwrata trench with the elevation of the water main at
least 18" above the top of the sewer & must be approved by the Public Cmtilitim D tvctor.
All distances arms memured from oumside diameetar to avmMde diameter
t:) 1 ne. it is imposstbie to obtain proper separaetion. or anytime a sanitary sever passes
over a watermain, Dill materials or stool omasamcnt extended 10' on each side of
crt»ingmust be oppaeifW & insialled to wa reline speciaw ians
se-) .150 minimum hori7xxmrral separation is required bot won ail sanitary sower .& storm sewer
facilities, unless DIP material is specified for Sanitary sewer
e) Maintain 19" min. vortical mpaanetion at all vmatammain & RCNI storm drain erossi4p;
mautiaint 34" vim vortical separation at aft Sanitary Sa%a & RCP storm drain unwin►gs.
W4%w adecpate separatitats cannot be achieved, gvcdv DIP materiels & a cancrstto
cradle lwvi% 6" rain. clearumv (per CORPUD ddsd!iWk -41 & 5.499)
tj .VI other underground utilities shall cross muw & sewer facilities whh Is" min. vertical
Sepan@i- re411ir6d
3. : stay necessaty field revisions are subject to mica & approval of an amended plan fluor proMe by
Ili City of Raleigh Public- 111i ie:s Deperlmm pricy to construttion
4. Contractor shall maintain conti mum water A sewer son- ioc to existing rresidenecs & husinexsses
Ibnx4owul txmtrt action of project. Any nmosary service hdamptions shell be prece &d by a 4^4
hour advance notice to the City of Raleigh Public litilitits Department
5. 3.0' ri toot¢ covet is reyuirestl an all water maim & sewer &amemains. 4.0' minimnwu cover is
required on all mdse mains
6. in:3ali Vii" txmppm water wrvicas with meters i mated st ROW ar within a 2'x2' W4aateriine
Ltasament immediate:h adjacent. :1021: it is doe apptkmrt's emaspowibilitt: to properly dear dw
mmtersarviere frir aur�r owso drxr fa pnro&1e arlaquatr, jlnw vii FMxWre
7. Install 4•' PVC sewer standees # 1.0% minimum grade- with cleanouts located at ROW or
eminent line & spaced ovety 7:5 linear feet maximum
S. Pre:svtae reducing valves are re. yuired on all water stavicea excoedinl; 80 psi; backwater valves urn•
required on all sanitary sewer services having building draiia lower than 1.0* above the next
w1mann munhole-
9. All umironmmentai permits applicable to the project must he obtained from W'.I)tW<2, t..SA( -r,
&tx FOM An any riparian buffa•. wedvnd &fur &mdplsin imp acts (respodive ly) prior to
comtruction.
10. N DOT % Railroad Pncroachment Agreements sic requirad for any utility icon: (including main
erxwllsiorta & service tars) xvithin state or railroad R0%1 prior to construction
11. Gr"se interceptor r Oil Watmsr Separator siziarg calculations & installation specifications shell be
approved by the CX)RI Ll) RXf Program Coordinator prior to issuance of a Huitding Permit.
Conlact Tim Bewley (d (919) 2..50 -7835 or timuthl fix mwo information
11 C �ectitm w*ol rrotoction devices we required hosed on degree of health hamrd
inw olve d es li aW in AppeataLt B of lion Rules Governing Public IV wr Systems at Nwlh Claroiins.
'I'hc,: guideliness arc the minimum rtquircmerm The device% shall meet American Society of
Saaitaay 11r4onwing XSED aWndods or be on the University of Swiheun Califamis approval
list.Ttoz devices snail be installed and tested (bath initial and periodic testing thereafter) in
aw.,vW=c wdb the tmmmurwAurer's raommtmendations cr she: rural conhv1
program. whirl w-vor a more stringeaA. Contact Jm-* Hcivq at (919) 212 -5423 or
jar anie.helvevr a,ilesighnc.gcrr rte mtwe inrtmnatirm
L 0 1 BORE + ► M M . .._ M_ Ill Z MUMGE
All 40 :• 120 160
1. GENERAL CONTRACTOR AND BORING CONTRACTOR SHALL MEET WITH OWNER AND
TENANT TO COORDINATE ACCESS DURING CONSTRUCTION PRIOR TO BEGINNING
CONSTRUCTION.
2. INSTALL INLET PROTECTION AS SHOWN. EXCAVATE FOR BORE PIT. SHORE AS
REQUIRED TO MEET SAFETY REGULATIONS. EXCAVATED MATERIAL MAY BE
TEMPORARILY STOCKPILED ON EXISTING ASPHALT SURFACING ADJACENT TO BORE
PIT FOR NO MORE THAN TWO DAYS. DISPOSE OF EXCAVATED MATERIAL OFF SITE.
3. CONTACT THOMAS SHARPE, C.O.R. P.U.D. UTILITY INSPECTIONS MANAGER [(919)
250 -78061 PRIOR TO BEGINNING BORE & JACK OPERATIONS. BEGIN BORE &
JACK OPERATION. EXCAVATED MATERIAL MAY BE STOCKPILED ON EXISTING ASPHALT
SURFACING ADJACENT TO BORE PIT FOR NO MORE THAN TWO DAYS. DISPOSE OF
EXCAVATED MATERIAL OFF SITE.
4. WHEN JACKED PIPE REACHES BANK ABOVE STREAM CHANNEL, REMOVE EXISTING
TREES AS NECESSARY TO INSTALL PIPE. DO NOT REMOVE TREES IF NOT REQUIRED
FOR PIPE INSTALLATION. WHEN INSTALLATION REACHES END OF PIPE AS INDICATED
ON PLAN, INSTALL RiP RAP BANK PROTECTION BY LOWERING RIP RAP FROM
ABOVE AND HAND PLACING.
5. WHEN BORE & JACK INSTALLATION IS COMPLETE, FILL IN BORE PIT AND BEGIN
LAYING PIPE UPSTREAM.
6. WHEN CONNECTION IS MADE TO EXISTING MH /JB #4, FILL BOTTOM OF EXISTING
STRUCTURE AND CMP WITH LEAN CONCRETE.
7. CONSTRUCT PiPE PLUG AT END OF EXISTING CMP AND REMOVE EXISTING 36" RCP
AT END OF EXISTING STORM DRAIN. RESTORE SLOPE AROUND EXISTING OUTFALL
BY HAND AND STABILIZE DISTURBED AREA BY SEEDING OR OTHER APPROVED
METHODS.
GENOW, NoTEs
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1 --800- 632 -4949)
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
BEGINNING CONSTRUCTION.
4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY
JOHN Y PHELPS JR. SURVEYORS(DATED 8 -10- 2012).
5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
ENGINEER'S 1IFICA11
I HEREBY CERTIFY THAT I AM A CIVIL
ENGINEER, REGISTERED IN THE STATE
OF NORTH CAROLINA, AND THAT TO
THE BEST OF MY KNOWLEDGE AND
BELIEF, THIS PLAT IS iN ALL RESPECTS
CORRECT AND WAS PREPARED BY ME
OR UNDER MY DIRECTION.
SIGNED:
is
�r8ttre
SEAL
M Q
Q �
Dl1N.. m -510
MAR 0 5 2013
1
�p od C'89"1 Vff!"9BE7 �,tyvY��.�Y (�n„�BT 1�ny, J
6'�C3b5`�i+a'i4�W` Y Nb'&O.' C.PY�nTd71
DISTURBED AREA = +11,100 SF'
GRO(�A
;fit `'16C
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CERT. NO. �' r
353 '� n
DWG
BY:
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CHK
BY:
EFS
ISSUED:
21
AMMON
LL
2012
REVISED:
on a
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AUG
2012
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ISSUED:
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AUG
2012
REVISED:
A29
AUG
2012
& 20
SEPT 2012
®29
SEPT 2012
A 26
OCT
2012
®28
DEC
2012
A29
JAN
2013
A 27
FEB
2013
® Copyright 2012
This document and the
design are the property of
The Site Group, PLLC.
Any reproduction without
prior written consent is
prohibited.
Dwg scaled for 34x22 plots
PLAN AND
PROFILE
JOB CODE: US70AD

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®IL �, — \ d — PP -- — POWER LINE — — 9 pP — — — PP -- —" A
ip
REMOVE EX. TREE #'s 21 -24
(SEE FREE LEGEND ABOVE)
TREE #25 TO BE SAVED IF POSSIBLE
(NOTE TREE IS IN MAINTENANCE 1
CORRIDOR OF EXIST STORM DRAIN) INSTALL 10'x1O'x30"
CLASS I RIPRAP BANK
PROTECTION BY HAND
SUBJECT PROPERTY IS LOCATED IN A SPECIAL FLOOD ` (L TRACK EQUIPMENT
ALLOWED IN CHANNEL)
HAZARD AREA (ZONE X & AE) AS DESIGNATED ON
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) TREE
FLOOD INSURANCE RATE MAP (FIRM) 3720078700) PROTECTION
DATED MAY 2, 2006. FENCE
P
f�
XT UGT ---r— IiGT UGT
20 1 3C,) 22 0
Development
° SERVICES
. -rRF a ,ygv+s;- T,CENS = Pt ANNiNG
:;6 !i.; it ?rt 1'. rfS a Gjf�t +S: Y1 C;RKS
Site and Commerclol 111101111411109 00ta Sheet
°eviftpn eot NameAustwn Direct Stafm Drainage Relocangn P"I'O4"d N" "Automotive Sales
Pr*p9f1yA4dresste*17601 Glenwood Avenue. Raleigh, NC
Wand county Property IdMI *Catt"n Num*ere"I fer each parcel b >Hhlch these puaNlnes wtli spgy
_ _�.._______ r _..
PIN PIN. P.1N IP
PI-N-0787- zt 21z�
what a Your pro}ect "07 . _. ....._ - ....... _ ....,
i j7 •.Dam ^enf i Ban.T � F ny cac
!t ed o e aerial r'�e%;e Re+gteus ,wt+ 4.rn ✓:e!aejrm k Feta
aesuwry al .. sa. . cnry
_ ---i- ___. _..
�!- fi,..1� twrl r-q , Smpar fa Trfecismm +mrat •..��...w :ern••.._
i r Y er
�
Scope of VtorA
t Otal 4 e %1 n n lelESe lo'v etaChed aCaL ^e7 4 OVW0 1 019' a Jt G.rel '+ -1 t + At - i
raj s ix Ar4,(, _^ ;. nn o n,: m I jn is 1 5 BeWpOm ur'" o r 1f }fin e
_—.. —. i,�. i .._..._ _�
3 Tnoti 4 %t LOC a ada:`.* ,.a J+ LAO Caro Dwettng iuro^s 6 liva'aI) umnavac. a vert4n.pyL.i.M: i ,:t �:
! n �.str rUt. Tf IpIP.OUGHFARE
* +ce xea nere,�g ,yr :, AUTOhtOT VE SALES
.. .... _ ------- ........._.._..�_
w-.11
r.'n }y N',.l^ �ri! QtSirC': t f l,:de I,tfe iCreaflR of eao'
AUTOMOTIVE SALES IS 476 SF CAR WAali 2 68Q SF
Z
91002-4ERIN
F^ e. a1 Guar ttc N A.
c,,nt*asnA 9W;609-'*- va NSA
.� ra ac '� ^F .rrs:ae t 4r ra:i a ras ho
f f plat eq r, atpsS 1 e:6lt rp 3:,•crc. wed 211 156 SF
.....ti
•ff »rr py 1r, R + e 7 '" - rn� deJ S'
c'va0ae9d he of of Cv- 4'n t ` Stt'
i
.. __._ ...�._......
low atpa rvft pP — taari- WA
q a Rpard ,• C,f c.rt�^t ave s z . R-A
REMOVE EX. TREE #'s 21 -24
(SEE FREE LEGEND ABOVE)
TREE #25 TO BE SAVED IF POSSIBLE
(NOTE TREE IS IN MAINTENANCE 1
CORRIDOR OF EXIST STORM DRAIN) INSTALL 10'x1O'x30"
CLASS I RIPRAP BANK
PROTECTION BY HAND
SUBJECT PROPERTY IS LOCATED IN A SPECIAL FLOOD ` (L TRACK EQUIPMENT
ALLOWED IN CHANNEL)
HAZARD AREA (ZONE X & AE) AS DESIGNATED ON
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) TREE
FLOOD INSURANCE RATE MAP (FIRM) 3720078700) PROTECTION
DATED MAY 2, 2006. FENCE
P
f�
XT UGT ---r— IiGT UGT
20 1 3C,) 22 0
ENGINEER'S CERTIFICA 11ow
I HEREBY CERTIFY THAT I AM A CIVIL
ENGINEER, REGISTERED IN THE STATE
OF NORTH CAROLINA, AND THAT TO
THE BEST OF MY KNOWLEDGE AND
BELIEF, THIS PLAT IS IN ALL RESPECTS
CORRECT AND WAS PREPARED BY ME
OR UNDER MY DIRECTION.
SIGNED: yyr�
SEA
A
C Ci V�dRCt e . 704 >
OWNER:
OBERLIN INVESTORS, LLC
702 OBERLIN ROAD, #400
RALEIGH, NC 27605
PHONE: [phone]
email: jonthony0aacre.com
SCALE: 1" = 40' (34x22 PLOTS)
I 120 160
GROG
T CERT.
t.- 353 $ n
e s
Development
° SERVICES
. -rRF a ,ygv+s;- T,CENS = Pt ANNiNG
:;6 !i.; it ?rt 1'. rfS a Gjf�t +S: Y1 C;RKS
Site and Commerclol 111101111411109 00ta Sheet
°eviftpn eot NameAustwn Direct Stafm Drainage Relocangn P"I'O4"d N" "Automotive Sales
Pr*p9f1yA4dresste*17601 Glenwood Avenue. Raleigh, NC
Wand county Property IdMI *Catt"n Num*ere"I fer each parcel b >Hhlch these puaNlnes wtli spgy
_ _�.._______ r _..
PIN PIN. P.1N IP
PI-N-0787- zt 21z�
what a Your pro}ect "07 . _. ....._ - ....... _ ....,
i j7 •.Dam ^enf i Ban.T � F ny cac
!t ed o e aerial r'�e%;e Re+gteus ,wt+ 4.rn ✓:e!aejrm k Feta
aesuwry al .. sa. . cnry
_ ---i- ___. _..
�!- fi,..1� twrl r-q , Smpar fa Trfecismm +mrat •..��...w :ern••.._
i r Y er
�
Scope of VtorA
t Otal 4 e %1 n n lelESe lo'v etaChed aCaL ^e7 4 OVW0 1 019' a Jt G.rel '+ -1 t + At - i
raj s ix Ar4,(, _^ ;. nn o n,: m I jn is 1 5 BeWpOm ur'" o r 1f }fin e
_—.. —. i,�. i .._..._ _�
3 Tnoti 4 %t LOC a ada:`.* ,.a J+ LAO Caro Dwettng iuro^s 6 liva'aI) umnavac. a vert4n.pyL.i.M: i ,:t �:
! n �.str rUt. Tf IpIP.OUGHFARE
* +ce xea nere,�g ,yr :, AUTOhtOT VE SALES
.. .... _ ------- ........._.._..�_
w-.11
r.'n }y N',.l^ �ri! QtSirC': t f l,:de I,tfe iCreaflR of eao'
AUTOMOTIVE SALES IS 476 SF CAR WAali 2 68Q SF
Z
F^ e. a1 Guar ttc N A.
c,,nt*asnA 9W;609-'*- va NSA
.� ra ac '� ^F .rrs:ae t 4r ra:i a ras ho
f f plat eq r, atpsS 1 e:6lt rp 3:,•crc. wed 211 156 SF
.....ti
•ff »rr py 1r, R + e 7 '" - rn� deJ S'
c'va0ae9d he of of Cv- 4'n t ` Stt'
i
.. __._ ...�._......
low atpa rvft pP — taari- WA
q a Rpard ,• C,f c.rt�^t ave s z . R-A
t- .+Iding tof Co,nrzlga r —tsgs+
N,,A�-------
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_
i .q r+a' jc s -'� asr r a c accas+stnn a het
> Iwd G+ata d Area rM '+s
ac'ev.CM3'e feet
A: � +ai ic , ... %a7 ;'Ye< r ...... ar P.-w0
_
0
--32' 9 .'
e- w k .•e. f5.dre+ t&: ie s '.Jeflae+dtl 4e>; ® +'a• rata, L%%t gvd area
ENGINEER'S CERTIFICA 11ow
I HEREBY CERTIFY THAT I AM A CIVIL
ENGINEER, REGISTERED IN THE STATE
OF NORTH CAROLINA, AND THAT TO
THE BEST OF MY KNOWLEDGE AND
BELIEF, THIS PLAT IS IN ALL RESPECTS
CORRECT AND WAS PREPARED BY ME
OR UNDER MY DIRECTION.
SIGNED: yyr�
SEA
A
C Ci V�dRCt e . 704 >
OWNER:
OBERLIN INVESTORS, LLC
702 OBERLIN ROAD, #400
RALEIGH, NC 27605
PHONE: [phone]
email: jonthony0aacre.com
SCALE: 1" = 40' (34x22 PLOTS)
I 120 160
GROG
T CERT.
t.- 353 $ n
e s
4D Copyright 2009
This document and the
design are the property of
Integrated Design, PA
Any reproduction without
prior written consent is
prohibited.
Dwg scaled for 34x22 plots
COVER
SHEET
JOB CODE: US70AD
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DWG BY:
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CHK BY:
EFS
ISSUED:
29 AUG
2012
REVISED:
Q
20 SEPT 2012
29 SEPT 2012
A26
OCT
2012
k28
DEC
2012
A
29 JAN
2013
A\
27 FEB
2013
4D Copyright 2009
This document and the
design are the property of
Integrated Design, PA
Any reproduction without
prior written consent is
prohibited.
Dwg scaled for 34x22 plots
COVER
SHEET
JOB CODE: US70AD

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1 POST
1IEN VARE FABRIC
ARNOIG SION
ORANGE. UV RESISTANT
HIGH - MSAE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
P
MIN. 10 GA
LINE WIRES
t' Rl .-
!II � r IIII
1'����� Vim• .....4 4)
DO NOT ENITER
1. 010
ORANGE, UV RESidc" 'ANT
HIGH - TENSILE S.-IltENGTH
POLY BARRICADE FABRIC (TYPICAL) it
SIDE VIEW FRONT`�,�IEW
I
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NOTE: FOR TREE PROTECTION ONLY
40'
*#7—
T
M TREE PRQTECON AREA
a t8"
DO NOT EMTER
WARNING SOON DETAIL
1 SOW TO BE MADE OF DURABLL M£ATHERIWOF MATEFdf?
Z LETTERS TO BE r H04 ANNJ MUM. CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PR07ECIM AND ON CINM THEREAFTER.
A FOR TREE PROTECTION AREAS LESS THAN 20V IN PERIMETER, PR040E NO LESS THAN ONE SIGN PER PR07ECIM AREA.
S. ATTACH SONS SECURELY TO FENCE POSTS AND FABRIC
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF P$r2JECT.
7. AWWWAL SKPLS MAY BE REQt qo BY CITY OF RALEIGH /NSPEC CONS DEPARTMENT BASED ON ACTUAL naO CONDIRONS
0 o Vj
NOTES:
3'
GALVANIZED HARDWARE WIRE
4'
�
1/2" PLAS 2" MIN.
3" MAX.
DRAINAGE AREA MAY NOT
EXCEED 1 ACRE.
EXTENDS T THE OF BOX.
-�"'�+(19 GU GE. ?- MESHP OPENINGS.)
h
O Da
FOR SLOPE
W
0D
AWk
Lin
�C7.�
REQ.'S SEE
rn Z
8
0
--
�D
THE GUTTER TO THE CATCH BASIN
D
p
Z C7
rig o o� 2: 1 Cv
0
O
MM
>
Z
P
-I rn
x
Dp O O
O
00
00 *a
©oa
rrn
pd--I�
° ° o
e a 0
00 0 C> G70 o
THE CATCH BASIN.
�
0
FLOW LINE
00 00 CP
��OO�OOOO - O"0000000'$00gQ0
2) STEPS SHALL BE INSTALLED IN
NOTE: FOR TREE PROTECTION ONLY
40'
*#7—
T
M TREE PRQTECON AREA
a t8"
DO NOT EMTER
WARNING SOON DETAIL
1 SOW TO BE MADE OF DURABLL M£ATHERIWOF MATEFdf?
Z LETTERS TO BE r H04 ANNJ MUM. CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PR07ECIM AND ON CINM THEREAFTER.
A FOR TREE PROTECTION AREAS LESS THAN 20V IN PERIMETER, PR040E NO LESS THAN ONE SIGN PER PR07ECIM AREA.
S. ATTACH SONS SECURELY TO FENCE POSTS AND FABRIC
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF P$r2JECT.
7. AWWWAL SKPLS MAY BE REQt qo BY CITY OF RALEIGH /NSPEC CONS DEPARTMENT BASED ON ACTUAL naO CONDIRONS
STANDARD C.B. STEP
3 -#3 REBARS 15°
W LONG
GROUT
6• 6' N PLACE A
2II/4'
650,666 000 000
e�o°�$e
A SIDE
2 -2" PIPES 22" 20 II�z' PLAN ELEVATION
LONG ON A 3'
SLOPE -16" BELOW
TOP OF C.B. 4-1 SUP RESISTANT CLEATS
x- 6°MIN. 8, REBAR �srSIO
8' MINIMUM, MATERIAL
OVER 12' DEEP
12• MINIMUM UP TO (RUBBER)
6' FROM TOP OF CURB. I' °� i- (PLASTIC)
IF STRUCTURE IS 1V TYP. ELEVATION SECTION A -A
GREATER THAN 12`
DEEP,FOOTING IS
TO EXTEND 6"
BEYOND THE STRUCTURE CITY OF RALEIGH
12, D PUBLIC WORKS DEPARTMENT
° ° 6•
6 ueo� ®of ° °eon eob REVISIONS DAME 5/6/08 DRAWN BY:
$119104 JTT 5' OM
4ioe�•a e° ° o o e • o a°e ° °e ° °o •° 615106 MP
3000 PSI CONCRETE 1 /f7 /Q7 Wpp CATCH
5/31 /07 J7T BASIN
- DRAWING NOT TO SCALE - STD. # 30.01
ASPHALT PAVEMENT PATCH
I J—OU v- U- vayv O e v 0 NEW ABC 12" MINIMUM DEPTH O v 0 O
0°O Q 0 0° o 0 0 0 00 o 0 .0 ° 0 0 0.0° 0 0
EXISTING ABC 0.0
EXISTING SUBGRADE I 1, Ii I II I III I II 1
FILL
NO.3 REBAR r O.C.
PLACED 3" FROM
GROUT FRAME EDGE, ALL SIDES.
TO SLAB TOP I
PAVEMENT
10(10 C?)U
O 0
TOP OF CURB
NOTES:
3'
GALVANIZED HARDWARE WIRE
4'
1) THE SLOPE OF THE GUTTER TO
1/2" PLAS 2" MIN.
3" MAX.
DRAINAGE AREA MAY NOT
EXCEED 1 ACRE.
EXTENDS T THE OF BOX.
-�"'�+(19 GU GE. ?- MESHP OPENINGS.)
THE CATCH BASIN ON THE UPHILL
O Da
FOR SLOPE
SIDE SHALL BEGIN 10' FROM THE
AWk
Lin
�C7.�
REQ.'S SEE
THE CATCH BASIN. THE SLOPE OF
12Y4"
t°
--
NOTE I.
THE GUTTER TO THE CATCH BASIN
70
16'
T°
rig o o� 2: 1 Cv
ON THE DOWNHILL SIDE,
J
3
00
OO ?a O
SHALL BEGIN 5' FROM
z
Dp O O
O
00
00 *a
©oa
V
O
pd--I�
° ° o
e a 0
00 0 C> G70 o
THE CATCH BASIN.
Adhad
0
FLOW LINE
00 00 CP
��OO�OOOO - O"0000000'$00gQ0
2) STEPS SHALL BE INSTALLED IN
OVA 00000 00006
-�
5
ALL CATCH BASINS OVER 3' IN DEPTH.
O
W
2 -2" iS.I. PIPE OR PVC PIPE
DEPTH SHALL BE MEASURED FROM THE
a MIN.,OVER 12' DEEP 12" MIN.
o
TOP OF THE GUTTER TO THE INVERT
;0
,
O
UIP TO 6' FROM TOP OF CURB.
o
HEIGHT OF 16" MIN. ABOVE
OF THE CATCH BASIN.
c
= n
`
TOP OF BOX
z
3) SOLID CONCRETE BRICKS MAY BE
m
CHK BY:
5'
Lh
Z D
USED IN 4X4X8 OR 4X8X16 SIZES.
)
L"1 C
2012
,
REVISED:
C
=
4) NCDOT APPROVED PRECAST
-0>
20
STANDARD CATCH BASIN
f YARD INLET PROTECTION
A 26
OCT 2012
CONCRETE BOXES ACCEPTABLE
2012
A29
w
(A
m= >
0D
z
y
USING STANDARD 5' CASTINGS.
--I
12°
15
STANDARDS
5) DOMESTIC CASTING REQUIRED WITHIN
I,1
4
C ASS B
STREET RIGHT OF WAY.
N
BOX
a
I'-
3000
(TYPICAL) CAL)
(FIRST CLASS)
P.S.I.
°
®o
CONC.
° o ° ° °
LIZ' D
° i u
6' UP TO12'DEEP
6
12 " OVER 12 DEEP
6•
6040
STANDARD C.B. STEP
3 -#3 REBARS 15°
W LONG
GROUT
6• 6' N PLACE A
2II/4'
650,666 000 000
e�o°�$e
A SIDE
2 -2" PIPES 22" 20 II�z' PLAN ELEVATION
LONG ON A 3'
SLOPE -16" BELOW
TOP OF C.B. 4-1 SUP RESISTANT CLEATS
x- 6°MIN. 8, REBAR �srSIO
8' MINIMUM, MATERIAL
OVER 12' DEEP
12• MINIMUM UP TO (RUBBER)
6' FROM TOP OF CURB. I' °� i- (PLASTIC)
IF STRUCTURE IS 1V TYP. ELEVATION SECTION A -A
GREATER THAN 12`
DEEP,FOOTING IS
TO EXTEND 6"
BEYOND THE STRUCTURE CITY OF RALEIGH
12, D PUBLIC WORKS DEPARTMENT
° ° 6•
6 ueo� ®of ° °eon eob REVISIONS DAME 5/6/08 DRAWN BY:
$119104 JTT 5' OM
4ioe�•a e° ° o o e • o a°e ° °e ° °o •° 615106 MP
3000 PSI CONCRETE 1 /f7 /Q7 Wpp CATCH
5/31 /07 J7T BASIN
- DRAWING NOT TO SCALE - STD. # 30.01
ASPHALT PAVEMENT PATCH
I J—OU v- U- vayv O e v 0 NEW ABC 12" MINIMUM DEPTH O v 0 O
0°O Q 0 0° o 0 0 0 00 o 0 .0 ° 0 0 0.0° 0 0
EXISTING ABC 0.0
EXISTING SUBGRADE I 1, Ii I II I III I II 1
FILL
NO.3 REBAR r O.C.
PLACED 3" FROM
GROUT FRAME EDGE, ALL SIDES.
TO SLAB TOP I
PAVEMENT
10(10 C?)U
O 0
ADJUST TO TOP
OF BRICK
b 0
3'
GALVANIZED HARDWARE WIRE
4'
TING ABC
1/2" PLAS 2" MIN.
3" MAX.
NOTES:
1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO
T -99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T -80 AS
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER.
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 2" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
LEVEL PATCH.
STANDARD METAL POSTS
2' -0" IN GROUND
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS IDAIE. 7 13 1DD DRAWN BY J7B
5/19/°4 Jrr ASPHALT
1 /'7 /D "ant' PAVEMENT
5/31/07 JTT PATCH
STD. # 20.41
W MINIMUM, OVER V DEEP
12" MINIMUM UP TO 6'
FROM TOP OF CURB
clCr�in)
27' & smaller
3'
GALVANIZED HARDWARE WIRE
4'
,p o e n° G •
ep•
o O• o
a pv
6'
DRAINAGE AREA MAY NOT
EXCEED 1 ACRE.
EXTENDS T THE OF BOX.
-�"'�+(19 GU GE. ?- MESHP OPENINGS.)
O Da
Ob -
AWk
Lin
�C7.�
A�ppo
3000 PSI CONCRETE
u o 'v.: a ps °• a• • °•cr. a•a °
A•ie0'1•O a�a e,•O ° °a•,•.O e6A ° ® °e •'a
t°
O
LL_
70
Q
rig o o� 2: 1 Cv
C7
J
3
00
OO ?a O
z
Dp O O
O
00
00 *a
©oa
V
O
pd--I�
° ° o
e a 0
00 0 C> G70 o
o 00
00 yep
O
Adhad
0
00 00 CP
��OO�OOOO - O"0000000'$00gQ0
0
OVA 00000 00006
Z_
5
II
O
W
�•
C
Z
o
#57 WASHED STONE PLACED TO A
;0
,
O
W
J
o
HEIGHT OF 16" MIN. ABOVE
r-
c
= n
`
TOP OF BOX
z
C 7
m
CHK BY:
EFS
Lh
Z D
I
)
L"1 C
2012
,
REVISED:
C
=
AUG 2012
-0>
20
STANDARD CATCH BASIN
f YARD INLET PROTECTION
A 26
OCT 2012
Q 28.OEC
2012
A29
w
(A
m= >
0D
z
y
--I
6' MIN. /12' MAX.
STANDARDS
Z
I,1
FOR COMPLETE DESIGN & MAINTENANCE
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS IDAIE. 7 13 1DD DRAWN BY J7B
5/19/°4 Jrr ASPHALT
1 /'7 /D "ant' PAVEMENT
5/31/07 JTT PATCH
STD. # 20.41
W MINIMUM, OVER V DEEP
12" MINIMUM UP TO 6'
FROM TOP OF CURB
clCr�in)
27' & smaller
3'
x-•-
4'
,p o e n° G •
ep•
o O• o
a pv
6'
Uj
AWk
Lin
3000 PSI CONCRETE
u o 'v.: a ps °• a• • °•cr. a•a °
A•ie0'1•O a�a e,•O ° °a•,•.O e6A ° ® °e •'a
t°
NOTES:
1. FOR 24" PIPE & LARGER USE
PIPE DIAMETER PLUS 12" FOR
MINIMUM INSIDE DIMENSION.
2 • USE 4" X 4" X 8" OR 4" X W X 16"
SOLID CONCRETE BLOCK. CAST IN
PLACE OR PRECAST CONCRETE
TO MEET NCDOT STANDARDS
ACCEPTABLE.
3. FOR STEP REQUIREMENTS,
SEE NOTE #2 ON STANDARD
NO 30.01
D
clCr�in)
27' & smaller
3'
30' to 60'
4'
66' & larger
6'
Bc = OUTSIDE DIAMETER
OF CONCRETE PIPE
-90
Uj
AWk
Lin
0
O
LL_
70
Q
C7
J
3
W
z
Z
C
V
O
pd--I�
l
<t
j
Adhad
0
o
0
LLJ
0
Z_
<
O
W
�•
C
4
or
;0
,
O
W
J
o
r-
Q
V)
`
z
C 7
m
CHK BY:
EFS
ISSUED:
)
L"1 C
2012
,
REVISED:
C
=
AUG 2012
S
20
SEPT
2012
A 26
OCT 2012
Q 28.OEC
2012
A29
JAN 2013
--I
6' MIN. /12' MAX.
p
I,1
WHEN NO TRENCH
C ASS B
N
BOX
I'-
(TYPICAL) CAL)
(FIRST CLASS)
�
4'-4' - -- —1
LIGHTLY COMPACTED
BACKFILL IN 6' LIFTS
UNDISTURBED---_ -
SOIL
PIPE
1/6 Bc
DENSELY COMPACTED
BACKFILL, TAMPED
IN 6' LIFTS
rf UNDISTURBED- -_.__`
SOIL
PIPE
--- --PIPE SPRINGLINE
L
I
\ENO. 67 STONE
NO.3 REBAR 3" O.C.
PLACED 3" FROM
EDGE, ALL SIDES.
- DRAWING NOT TO SCALE -
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE; 713100 DRAWN Br•: J79
STANDARD
JUNCTION Box
STD. # 30.04
CLASS C
(ORDINARY BEDDING)
CLASS A
(ARCH ENCASEMENT)
CUD 1 `z
__ - 4J
6 MIN, COVER
M
CLASS 2000 CONC.
FROM SPRING LINE TO
4' ABOVE PIPE,
ENGINEER'S CERTIFICATION:
I HEREBY CERTIFY THAT I AM A CIVIL
ENGINEER, REGISTERED IN THE STATE
OF NORTH CAROLINA, AND THAT TO
THE BEST OF MY KNOWLEDGE AND
BELIEF, THIS PLAT IS IN ALL RESPECTS
CORRECT AND WAS PREPARED BY ME
OR UNDER MY DIRECTION.
SIGNED:
SEAL
,' oeeeei ®bY`9 N�'4 L. .eS;y«•
■
EL-
M c
GROq%
C112 �LSt:cTlr�� ).G
_
tu
CERT. NO. -' n
F.- 353 .
s e
© Copyright 2012
This document and the
design are the property of
The Site Group, PLLC.
Any reproduction without
prior written conssnt is
prohibited.
Dwg scaled for 34x22 plots
DETAILS
O: •1 i'
oil
Uj
AWk
Lin
0
O
LL_
Q
W
J
o.
W
z
�f
V
O
<
l
<t
j
Adhad
0
o
O�
LLJ
0
Z_
<
W
0
or
,
O
W
J
o
Q
V)
DWG BY:
JHJ
CHK BY:
EFS
ISSUED:
21 AUG
2012
REVISED:
A29
AUG 2012
20
SEPT
2012
A 26
OCT 2012
Q 28.OEC
2012
A29
JAN 2013
© Copyright 2012
This document and the
design are the property of
The Site Group, PLLC.
Any reproduction without
prior written conssnt is
prohibited.
Dwg scaled for 34x22 plots
DETAILS
O: •1 i'
oil