Knightdale_Charter_School_Plan_Sheets_for_NCDWR_24x36.pdf

Strickland, Bev
From: jason.hartshonn@kim|ey'honnzom
Sent: Wednesday, September 30, 2015 5:30 PM
To: Strickland, Bev
Subject: RE: DVVR#l5U083 Knightda|e Charter School
Attachments: Knightdale-Charter-School-Plan-Sheets-for-NCDWR-24x36.pdf
Good afternoon Bev,
Attached is the PDF copy of the site plans as submitted with the permit application package.
diffm
Jasoin I lartshorin
Kinm|ey-Horn 13001 Weston Parkway, Cory, WC 27513
Direct: 919 678 41551 MoL)iIe: 919 417 1781 2
Fromn:3thck|and,Bev[mai|to:bevsthck|[e-mail]
Sent: Monday, September ZO,ZU1S1Z:47PM
To: Hartshorn, Jason "jason.hartshorn@kim|ey'hornzom>
Subject: DVVR#1SU9O3 Knightda|e Charter School
Mr. Hartshorn,
Could you please email me a pdf copy of the site plans submitted with the above project?
Thanks
Bev
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Bawairly Stirkkiaind, LamairfichaAdmmUinktiratoir
NCDEQ - Division of Water Resources
Physical: Suite 1229,512N Salisbury, N[
Mailing: Mail Service Center 1617, Raleigh, N[ 27699'1617
Phone#919'7O7f8789
Email Address: Bev.StricNand(@ncdenr.F,��
1

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GREENSBORO
a
l
LAMM
FUQUAY- VARINA
MANI
PROJECT
LOCATION
CLAYTON
PROJECT LOCATION
NTS
,`ROJECT OWNER AND CONSULTANT i , Oi
APPLICANT/DEVELOPER
CIVIL ENGINEERING CONSULTANT
MR. MIKE HARRYMAN
KIMLEY -HORN AND ASSOCIATES, INC.
RYAN COMPANIES US, INC
333 FAYETTEVILLE STREET, SUITE 600
= 101 E. KENNEDY BLVD., SUITE 2450
RALEIGH, NC 27601
TAMPA, FLORIDA 33602
MR. CHRIS BOSTIC, P.E.
PH. [phone]
PE #.- 032582
PH. (919) 653 -2927
SURVEYOR
ARCHITECT =
- RILEY SURVEYING, P.A.
LAI DESIGN ASSOCIATES, LLC.
3326 DURHAM CHAPEL HILL BLVD.
MR. STEVE GRINAVIC
SUITE B =100, DURHAM, N.C. 27707
10600 CHEVROLET WAY,
PH. (919)667 --0742
SUITE 200
ESTERO, FL 33928
PH (239)405 -6800
FAX [phone]
OWNER
DOGWOOD OWNER, LLC.
- 250 PARK AVE. S FL3
NEW YORK, NY 10003-1402
9 0 :4 91 Will 0 &4191 no] "If I IMA 0 9LO]
C1 1 1 1 1 D E"&
A' 1' K-4611I IGH'
I 'llAL�
POOLE ROAD
ST, MATTHEWS TOWNSHIP
KNIGHTDALE, NC 27545
VICINITY MAP
111-1000,
PROPOSED WATER ALLOCATION POLICY POINTS
• STORM WATER WETLAND
• GYMNASIUM
• IPEMA CERTIFIED PLAYGROUND EQUIPMENT
• OFF —SITE SIDEWALK ON POOLE ROAD
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF KNIGHTDALE AND/OR NCDOT STANDARDS
AND SPECIFICATIONS.
l
O 2015 KIMLEY —HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone] FAX: [phone]
A Ift 0 ff .
EXISTING ZONING
PROPOSED ZONING
ADDRESS
PIN #
TOTAL ACREAGE
SETBACKS:
PROPOSED BUILDING AREA
PROPOSED BUILDING
PROPOSED BUILDING LOT COVERAGE
EXISTING IMPERVIOUS
�`ROPOSED IMPERVIOUS
MINIMUM PARKING REQUIRED
i .175 SPACES/STUD
'*ROPOSED PARKING PROVIDED
1.�EQUIRED BICYCLE PARKING
11'ROVIDED BICYCLE PARKING
PHASING / TIMING
Sheet
Sheet Number
C0.0
C1.0
C2.0
C3.0
C4.0
L1.0
L2.0
L3.0
L5.0
NMX
NMX —CD
POOLE ROAD
1743 --60- -9066
12.933 AC.
FRONT =N /A
REAR =30'
SIDE =N /A
78,881 SQ. FT.
2 STORY (32' 6")
14.0% (78,881 SF/563, 361 SF)
0
5.16 AC.
200 SPACES
200 SPACES
1 PER 10 VEHICULAR SPACES
20 SPACES
PROJECT TO BE COMPLETED BY JULY
2016 IN ONE PHASE
L'Ist Table
Sheet Title
COVER SHEET
EXISTING CONDITIONS
SITE & SIGNAGE PLAN
GRADING & DRAINAGE PLAN
UTILITY PLAN
LANDSCAPE KEY PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE DETAILS
BUILDING ELEVATIONS
LIGHTING PLAN
IL
REVISIONS
y.
Know what's below.
Call before you dig.
DATE DESCRIPTION BY
This document, together with the concepts and designs
p resented herein as an instrument of services, is intended
I I I Ili I. I Illdl � liI V IIII I. d I I. I I I � I iI. III VIII ICI IIII 't
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley —Horn - PRELIMINARY
and Associates, Inc. shall be without liability to Kimley —Horn - NOT FOR CONSTRUCTION
and Associates, Inc.
Copyright Kimley —Horn and Associates, Inc., 2015 SEAL:
lul l 141111i1�1I. I II VIII III II hill IIII II II I IIII Will Iii I... ��II.Y II�IIi li 1. I 0 ICI i,. Illpi II. II I. I�. il!i IIII I... II 11�I i1 II i� lil ll iil IIII IIII III I��I
DATE: JOB NUMBER:
NC CERTIFICATE OF AUTHORIZATION F --0102

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-X� PLAY AREA
-461 108' X 180' DROP INLET
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\ ! cv / / \ 1 �/ +. I r \ , \ \ \\ / / CL LIMITS OF DISTURBANCE
\ LLC / , " LAS[)' ENp / / I 125` _ / / : / �/ �./ / / ,/; \ �. \ \ I I F `I ( / I \ \ \ / / / CATCH BASIN
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D pg 15641 PG 219 STORMWATER / — .,,- � � — — — - — � / / / '� `�• \ \ \ ( / r / I \ \ \ \ \ ` / / �
BM 2Q10 P 21 \ / / / / / / WETLANDS AREA / / - J l I 226 / - ^ - _ / / _ / J _ �_
ZONED.6o -3 / / / / - / - // / / - _ / / _ - / 228 x s:; \� \ \ \ \ ` N I / / I I \ �\ \ \ / ® LP LOW POINT
PIN 1743 \\ \ \ \ \�ty�b I I I 1 I, L ^ \\ \\ J / /
TIC TOP OF CURB
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l l l I / � , - -- x. "'\ J \ \ \ I I L4 3TATION
30'CI TY OF RALEIGH ` / ( / / I / ' / / ,;. / / / � � - l - _
WATER & SAMTARY EWER I I / / / / I / l l +I / ; / / / / J /- - / ` \ \� ` - / 'I� \� _ \ \ 1 1 I I p5 PLAN \ /
EASEMENT \ / \ / I I / - / _ _ I \ \ I \ \ SION \
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- — — \ Vii; - \ \ I \ PIN 1742_96- � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
/ / /J J� / TOWN OF KNIGHTDALE AND /OR NCDOT STANDARDS
AND SPECIFICATIONS.
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KHA PROJECT
012587002 CARDINAL ACADEMY AT
SHEET NUMBER
im e )>> H or n DATE
09/14/2015 KNIGHTDALE
SCALE AS SHOWN PRELIMINARY GRADING & DRAINAGE PLAN
© 2015 KIMLEY -HORN AND ASSOCIATES, INC. NOT FOR CONSTRUCTION C3.0
NC LICENSE NUMBER: F -0102 DESIGNED BY JCB PREPARED FOR
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DRAWN BY JCB RYAN COMPANIES, LLC
PHONE: 919 - 835 -1494
REVISIONS DATE BY WWW.KIMLEY- HORN.COM CHECKED BY COB TOWN OF KNIGHTDALE NORTH CAROLINA

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STANDARD UTILITY NOTES (as applicable):
1. All materials & construction methods shall be in accordance with City of Raleigh design !
standards, details &anooifioonuno(refemnce cORPUDHonuuuux current edition). .
m. Utility separation requirements:
e>Adistance of 100' shall be maintained between sanitary sewer & any private mpublic �
water supply source such as an impounded reservoir used as a source of drinking water. If �
adequate lateral separation cannot be achieved, ferrous sanitary sewer pipe shall be �
npeo|fiou& installed m waterline specifications. However, the minimum separation shall '
not ue less than 2o'fromo private well uroo'oome public well. �
b) When installing water Wor sewer mains, the horizontal separation between utilities shall �
be 10'. |f this separation cannot be maintained due m existing conditions, the variation
axmwouiamevm�er main musepam�uenoh wmmmao|avauonnfma water main su
LDT �
least 18^ above the top nv the sewer & must be approved by the Public
Utilities Director.
T/ON
N / All distances are measured from outside diameter tu outside diameter.
N o>wmemx|a impossible too�ainpmpereepamonn o,an�|moeoannery sewer passes
« f/�/O2
over awatennom' DIP materials ox steel encasement "extended 1O'on each side uf
crossing ue specified u installed tu waterline specifications.
W
u}o.0' minimum horizontal separation |a required between all sanitary sewer & storm sewer
r�_
facilities, unless DIP material io specified for sanitary sewer. �
e) Maintain 18" min. vertical separation at all watermain & RCP storm drain crossings;
maintain 24" min. vertical separation at all sanitary sewer & RCP storm drain crossings.
Where adequate separations cannot be achieved, DIP materials &econcrete
cradle having e^ min. clearance (per oonPuo details vv-41&G-18).
�
f) All other underground utilities shall cross water & sewer facilities with 18" min. vertical �
«
aopemt�nmquimd
.
� a. Any necessary field revisions are subject to review & approval of an amended plan &/Or
pmfi|ouy the City nf Raleigh Public Utilities Department prior toconstruction.
�
4. Contractor shall maintain continuous water & sewer service to existing residences &
businesses throughout construction or project. Any necessary service interruptions shall be '
preceded by a 24 hour advance notice to the City of Raleigh Public Utilities Department. �
5. 3.0' minimum cover is required on all water mains & sewer forcemains. 4.0' minimum cover
io required on all reuse mains.
�
6. It is the developer's responsibility to abandon or remove existing water & sewer services not .
»
being used in redevelopment of a site unless otherwise directed by the City of Raleigh Public �
&
Utilities Department. This includes abandoning tap at main & removal of service from ROW or '
'
easement per ConPUo Handbook procedure.
7. Install %"copper* water services with meters located at ROW or within a 2'x2' Waterline
Easement immediately adjacent. NOTE: it is the applicant' s responsibility to properly size the .
water service for each connection uo provide adequate flow &pressure. �
8. Install 4" PVC* sewer services @ 1 .0% minimum grade with cleanouts located at ROW or �
emoemer�ono& spaced every 75onoo,*e'�memnnum
� ~- -~-- 9. Pressure reducing valves are required on all water services exceeding 80 psi; backwater
� ~~
valves are required on all sanitary sewer services having building drains lower than 1.0' above
w�-~-
the next upstream manhole. �
»
10. All environmental permits applicable to the project must be obtained from NCDWQ, USACE
K
Wor FEMA for any riparian buffer, wetland Wor floodplain impacts (respectively) prior to �
construction. .
11.NCoDT/ Railroad Encroachment Agreements are required for any utility work (including
main extensions & service taps) within state or railroad ROW prior to construction.
12. Grease Interceptor / Oil Water Separator sizing calculations & installation specifications �
�
shall be approved by the CORPUD FOG Program Coordinator prior to issuance of a Building
v�
Permit. Contact Tim Beasley at [phone] or [e-mail] for more '
� |vou,mennn. '
"
13. Cross-connection control protection devices are required based ondegree of health hazard
�
involved as listed in Appendix-B of the Rules Governing Public Water Systems in North
»
Carolina.These guidelines are the minimum requirements. The devices shall meet American �
Society of Sanitary Engineering (ASSE) standards or be on the University of Southern
California approval list. The devices shall be installed and tested (both initial and periodic �
testing thereafter) in accordance with the manufacturer's recommendations or the local
� omoo- con noc ton on'um|pmonam whid`awe,|amoeamnoem Oommot�oanieHamayo�Vn�8) '
TAT/�N 996-00000,]nane.hamey@m|oi`hno.govformoe imonnanu' �
��N °Euit yp|ou|enm|o*aizo&'--~u|enappmpnaa !
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PROPOSED BACKFLOVVPREVENTER
D�l PROPOSED METER
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�AN[T)\R�8EVVE���L�ANC�UT '
»�� �_ _- .
GATE VALVE '
~~ ~~ qP FIRE HYDRANT �
---- 33 ----' PROPOSED SANITARY SEWER LINE �
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10,935 S.F. .� --W--
JDtx7rOF PROPOSED 8" ' �' � --- ---' ^ K L0TJ Ty�N
ww7BR �� S4N/7ARYz�)ER } `� ' / � ' ' M/�
/ ���N��� ���R0 � ^-- --� � � �����RUNE
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Bw2o/mPC 219 | EXISTING SANITARY SANITARY
. SEWER MANHOLE SEWER SERVICE -/ " � i �� �' ---- ----�----� � � ' � �W EXISTING SANITARY SEWER LINE
~-4" GATE X*
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4 WATER
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8" X 8" TEE---' FIRE LINE
.
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PROPOSED
`0^ SANITARY 2 STORY
.�*� �EVN�R ENTRY SCHOOL
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67,946 S.F. ___- | -� | m | `
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1980 ps
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L / v '^"~° °�"' � PROPOSED 8" RPDA ' K
_ __ __ __" GRAPHIC SCALE IN FEET
� n rxEvEm/Em 0 25 50 100
8" GATE
- - ----- -- PROPOSED VALVE
. 2- IRRIGATION �� � ^~�
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METER
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/OLD HICKORY ---- ^ x
(PRIVATE ROAD)
No. REVISIONS
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=`
0� 2015 K|MLEY-HORN AND ASSOCIATES, INC.
NC LICENSE NUMBER: F-01{}2
333 FAYETTENLLE STREET, SUITE BDO, RALEIGH, NC 27801
PHONE: [phone]
DATE { BY WWW.KIk4LEY-HDRN COk4
| -
KHA PROJECT
012587007 CARD I NAL ACAD E MY A
N
�
DATE '
.
09/14/2015
SCALE AS SHOWN KNIGHTDALE
PRELIMINARY
| �
DESIGNED BY JCB PREPARED OR � NOT FOR CONSTRUCTION |
DRAWN BY JCB RVAN C
CHECKED BY COB TOWN OF KNIGHTD/\|E NORTH C/\R[)L}N/\ .
--_--___
'
SHEET Kj(1MAER �
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