20061617 Ver 2_More Info Received_20080407

2301 Rexwoods Drive 919 881 9939
Suite 200 919 881 9923 fax
Dewberry Raleigh, North Carolina 27607-3366 www.dewberry.com
April 4, 2008 qb6 ' t v 2
Ms. Lia E. Myott
Environmental Specialist III ?j
NCDENR p LS@ O \J B D
Division of Water Quality
2321 Crabtree Blvd. APRJ 2008
Suite 250
Raleigh, NC 27604 DENR - WATCH QUAUTY
WWDS AND STORMWATER BRANCH
Reference: Wake County Public School System
Wendell Elementary School - E34
Dewberry Project No. 50006408
Dear Ms. Myott:
Dewberry & Davis, Inc. (Dewberry) submitted an Express Review Stonnwater Permit
Application to Division of Water Quality (DWQ) on April 27, 2008. On March 31, 2008
Dewberry received a request for additional information. The responses to the request are
listed below. We have included a copy of the DWQ "Request for More Information".
Response La. -Underdrain calculations are enclosed. The spacing is provided on
the revised drawings.
Response l .b.i - A slope of 0.5% has been added to the drawings.
Response l .b.ii. - The soil mix specifications including the composition,
permeability and P-index have been added to the drawings. A note has been
added concerning the source.
Response 2.a - The outlet of the bioretention areas has been revised. A plunge
pool will be provided at the pipe outlet to diffuse flow.
For your review we have enclosed the following:
• One (1) copy of DWQ letter of "Request for More Information"
• One (1) original & two (2) copies of the revised Bioretention Cell Supplement
Forms
• Two (2) copies of revised drawings
• Two (2) copies of additional calculations
Dewberry & Davis, Inc.
Ms. Lia Myott
Page Two
April 4, 2008
Should you have any questions or concerns, please feel free to contact me via phone (919) 881-
9939 or e-mail ([e-mail]).
Sincerely,
Dewberry & Davis, Inc.
"iarna , P. r .
Rana Dydula, E.
Project Engineer
Enclosures
Cc: Larry Ragland, ASLA, McNeely Associates pa
P:\50006408\Adm\Permits\Stormwater Management Plan\2008.04.04 Cover Letter to DWQ Rmbmittal.doc
Dewberry
Permit Number: ID Lp - V qp k 'y v 2.
(to be provided by DWQ)
o?oF warF9oG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /I/) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Lake Myra (E34) Elementary school
Contact name Larry I Ragland, ASLA, NC RLA #324
Phone number 919-782-9677
Date March 17, 2008
Drainage area number Bioretention Basin A
II. DESIGN INFORMATION
Site Characteristics
Drainage area 213,444.00 ft2
Impervious area 136,778.00 ft2
Percent impervious 64.1% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 2.87 in
1-yr, 24-hr intensity 0.12 in/hr
Pre-development 1-yr, 24-hr peak flow 8.23 ft3/sec
Post-development 1-yr, 24-hr peak flow 14.85 ft3/sec
Pre/Post 1-yr, 24-hr peak control 6.62 ft3/sec
Storage Volume: Non-SR Waters
Design volume 11,152.00 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff n/a ft3
Post-development 1-yr, 24-hr runoff n/a ft3
Minimum volume required #VALUE! ft3
Volume provided n/a ft3
Cell Dimensions
Ponding depth of water 12.00 inches
Ponding depth of water 1.00 ft
Surface area of the top of the bioretention cell 11674.00 ft2
Length: 250.00 ft
Width: 40.00 ft
-or- Radius n/a ft
Soils Report Summary
Drawdown time, ponded volume 8.00 hr
Drawdown time, to 24 inches below surface 16.00 hr
Drawdown time, total: 24.00 hr
In-situ soil.
Soil permeability in/hr
Planting media soil:
Soil permeability 1.50 in/hr
Soil composition
Sand (by weight) 85%
Fines (by weight) 10%
Organic (by weight) 5%
Total: 100%
#VALUE!
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Phosphorus Index (P-Index)
Basin Elevations
Temporary pool elevation
Planting elevation (top of the mulch)
Bottom of the cell
Planting depth
Depth of mulch
SHWT elevation
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
Distance from bottom to SHWT
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1 ?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8+inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
30 (unitless) OK
228.00 fmsl
227.00 fmsl
OK
224.00 fmsl
3.00 ft
3.00 inches OK
221.00 fmsl OK
Y (Y or N)
12 OK
3.00 OK
1ft
223.00 fmsl
2.00 ft OK
Y (Y or N) OK
N (Y or N)
N/A OK
N/A OK
N/A OK
Y (Y or N) OK
N (Y or N) Excess volume must pass through filter.
ft
C
N (Y or N) Show how flow is evenly distributed.- rt','I((??o'rmc SC owr vote'
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
N (Y or N) Insufficient ROW location.
5.70 ft/sec Insufficient inlet velocity unless energy dissipating devices are
being used.
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
I 11P-1 aN i V VLJQy
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 2 of 2
Permit Number:
(to be provided by DWQ)
O??F W A T?c9OG
r
NCDENR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Lake Myra (E34) Elementary school
Contact name Larry J. Ragland, ASLA, NC RLA #324
Phone number 919-782-9677
Date March 17, 2008
Drainage area number Bioretention Basin B
II. DESIGN INFORMATION
Site Characteristics
Drainage area 287,932.00 ft2
Impervious area 142,006.00 ft2
Percent impervious 49.3% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 2.87 in
1-yr, 24-hr intensity 0.12 in/hr
Pre-development 1-yr, 24-hr peak flow 10.96 ft3/sec
Post-development 1-yr, 24-hr peak flow 19.04 ft3/sec
Pre/Post 1-yr, 24-hr peak control 8.08 ft3/sec
Storage Volume: Non-SR Waters
Design volume 11,853.00 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff n/a ft3
Post-development 1-yr, 24-hr runoff n/a ft3
Minimum volume required #VALUE! ft3
Volume provided n/a ft3 #VALUE!
Cell Dimensions
Ponding depth of water 12.00 inches OK
Ponding depth of water 1.00 ft
Surface area of the top of the bioretention cell 12292.00 ft2 OK
Length: 250.00 ft OK
Width: 40.00 ft OK
-or- Radius n/a ft OK
Soils Report Summary
Drawdown time, ponded volume 8.00 hr OK
Drawdown time, to 24 inches below surface 16.00 hr OK
Drawdown time, total: 24.00 hr
In-situ soil:
Soil permeability in/hr
Planting media soil:
Soil permeability 1.50 in/hr OK
Soil composition
Sand (by weight) 85% OK
Fines (by weight) 10% OK
Organic (by weight) 5% OK
Total: 100%
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Phosphorus Index (P-Index)
Basin Elevations
Temporary pool elevation
Planting elevation (top of the mulch)
Bottom of the cell
Planting depth
Depth of mulch
SHWT elevation
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
Distance from bottom to SHWT
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8+inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
30 (unitless) OK
228.00 fmsl
227.00 fmsl
OK
224.00 fmsl
3.00 ft
3.00 inches OK
221.00 fmsl OK
Y (Y or N)
13 OK
3.00 OK
1ft
223.00 fmsl
2.00 ft OK
Y (Y or N) OK
N (Y or N)
N/A OK
N/A OK
N/A OK
Y (Y or N) OK
N (Y or N) Excess volume must pass through filter.
ft
N (Y or N) Show how flow is evenly distributed?`fC&0'rmed S.oW t' C1
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
N (Y or N) Insufficient ROW location.
16 ft/sec
6 Insufficient inlet velocity unless energy dissipating devices are
. being used.
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
Fuji-Flap i ulcuay
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 2 of 2

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EXPRESS PERMIT REVIEW PROGRAM
Div=ision of Water Quality
Department of Environmental and Natural Resources
dt) Oversight /Ex ?Iress Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
R.aleieh, i°+C 27604-2260
Mailing Address: 16150 Mail Sergi ice Center
Raleigh,, NC 27699-1650
Contact Information: Phone #.
Fax
9l 9-733-020 3
919-733-6893
Fax To: Pam K istner
Mike 13urrlss
Subject: E-34 Wendell Elementary School
Number of pages including cover sheet:
Notes or special instructions:
Fax #: [phone]
856-8 l 72
Tate: Match 31, 2008
The orig n& and mans u 11 be sent in the If vqv ave c?est?;?tc contact piep?-, r .. ?-? _s?r Liz
Iyott at 733.17S6.
agtat,"rllltr
Y,
2"
Fax xcs 12: Z4 Jig:
... ?•,t?h ,:.<J,t11r?? t.
A> wa mC'".,t e.;'i T?
b d?
i.: . -1, , IV,
March 31, 2008
DWQ EXP No. 06-1617
Wake County
CERTIFIED MAIL; RFTtTRN RECEIPT REQUESTED
Wake County Board of !!cation
?Vakc County Public School Systcra
;'trtn: Mt, Mike 13urriss
14'29 TZock Quarry Road
Suitc 116
Raleigh, NC 27610
Project Name. E-34 (Wendell Elementary School)
REQUEST FOR MORE INFORMATION
On Novctnber 1, 2007 the Division of Water Quality (DWQ) issued ;a 401 Watt.cr Quality Certification to
have specified amounts of impacts to state waters and riparian buffers for the purpose of constructing a
Wendell Palls mixed use development, 1Aenctell Falls Parkway and U.S. 641264 interchange located in
Wake County as described in your application dated September 26, 4-006 and May 2, 200and ail
additional information received' by DIX() cn October 18, 2006, January 25, 2007Februmy 9, 2007, June
11. 2007, August 16, 2007, September 5. 2007 and September 12, 2007, fn order to meet Conditions 25
and 26 of die 401 Certification for this pro ect, a stormwater management plan was submitted to tine
Express Review Program of the Ei` VQ c n March 31, 2008. The UWQ has determined that your
application will require additional information. Please provide the following information so that we
may continue to review your project and prevent denial of your application xs required by 15A NCAC
2H .0506:
Additional Information Requested
tl'lorctcntion Cells A & B:
?i, Please provide tsar crdr tin design calculations to shoN; that the number ofunderdrain pipes
provided is sufficicnx. Please also note that, the spacin,2 of collection Literals shall be no
great:, than 10 feet center to center, (Soo c:ctiowr 53 or tht; I NC 1)Vv*Q Stor watcr ;r Mi r
K Please spezify the following on the construction plans:
i. The slope c,f the underdrain pipes (0.5% recommended).
ii. The soil mix pecifications including the source, composition, permeability and P-
i t lcx,
2, T3i:lirst t 1 rw Prc?vi itans:
3. C"txrclitiOtr 76 of your 401 Certification states that a] sto nrrwatcr shall be directed at non-
cr,5r1e 1•elc r:ities through the protected stream buffctrs a r will not re ctatrccsttrate before,
lisclr<trr: t ._ into the stream. The outflow velocitic5 of 5,6, ft."s and 6,16 fi/s rronr the
3 :Q%tentions A and B rt tctively are considered ero%ive. The type of etrergy
cli src±:rt ,.att dev;c:e provided only. },r ;tcc`--, Lire outlet b? ? will not insure lh.o 0i1_11cse flow vvitl
{, r+_ met-cd. F'it asc rt r 1. +: t}rrr rrr«l?a >istra t . ,.? :tir tl. rt tacrn-er , .;e v 1 >citr . :r
1
_? . _._.

fw_37 ' l _ ,5C'siatl
achieved prior to entering the stream vertical tirCular structure with rxtr:ltiplc
outlets and rip-rap apron may be consjdetL,&
FIvase rc -pottd within five. (5) days of t'r:c date of this letter by sending two (2) copies of" thy; abDve
inf rm<uion in writing. The Express Re, iew Program is a process that requires all parties to participate in a
t; n-. cly in,,n ,c r,
This letter only addresses the application review and does not authori7e ai v impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your applicat'Ora are not
authorized (at this time by the DWQ.
Please contact Joseph Gyamfi or Lia ' lyott at 919-733-1?96 if you have any questions, regarding, or
tiNtoiild like to set up a meeting to discuss, this matter.
Sincerely,
? -
(?i
Cyndi Karoly, Supervisor
461 OversighVExpress Review Permitting Unit
CEK1j
cc: Jame Sheri, USACE Raleigh Regulatory :Field Office
Lauren Witherspoon, WVQ Raleigh Regional Office
Pile Copy
Central Files
Pam Kist er, P.E., Dewberry & Davis, Inc.. 2301 Rexwood Dr.. Suite 200, Raleigh, NC 27607
Larry J. Ragland,1Z.LA, A1.,SA, McNeely Associates, 5501 McNeely= Drive, ltaleiggh NC 27622

LEGEND ( 1 sheets®nl) CHERRY HUFFMAN ARC~IfTECTS P y 135 E. Martin St., Suite 101
Raleigh, North Carolina 27601
~ ~ z2o PropaSed Finish Grade Contours 919.821.08057 919.sz1.o7z~
n i BEFORE % 1 = 40 BEFORE YOU DIG wwW.cherryhuffman.com
0 40 80 120 FT --Z20-- Existing Grade Contours ,uuuu,,,,
+ I CALL 1-80i SEALS n,,, CALL 1-800-632-4949 t~,,+`~,~ CAp®<
1 N.C. ONE-C. N.C. ONE-CALL CENTER ~ r~ ® n P GppE q~ ~I'
• IT'S TF IT S THE LAW a{J U Propased Finished F?oor Elevation , ~ q
,.,n .'.Existing Wetlands
. ~ ~ C-39
I I ? Existing Woods Edge ~
I / 1. 1 I I r
/ I I ~ . See Sheet L605 for Storm Drain s stem Ri I I Y n system Rim and Invert Co Assoe ~ ~
I r I Elevations as well as 10 ear flow data i I v Flow data Proposed Woods Edge (Clearing Limits) '~~~~e,,,,'+rl~~~ ~ ~~~o pµ
o / i / ati a l I I o
/ / ~ Proposed Storm Drain Line 24 " ~
I / / / ~ See Architectural and Plumbing drawings 1 1 I r a drawings for Canopy Y
~ / / ~ t .This Contractor shall ick u / downspou s p ~ shall pick up ALL stormwater 9y ~ ' a~,~'
I I / i r / I _ _ downspouts from Canopies and tie to store ~ tie to storm drain system. 234.70 Proposed Surface Sit Elevation v ~If~~',~''
~ i / t 1 _ / / r \ CONSULTANTS ,~P°r~rrnnn,~4~'~~~~~
1 I I / - TC=234.60 Prop05ed Top Of Curb Elevation LANDSCAPE ARCHITECTURE
/ /
N ( ~ \ r McNeely Associates, P.A.
~ ~ ~ / ~ i I / r / ~ EXIStIng Wetlands (none dlSturbed) P.O. Drawer 30126
I i i ~ 1 ~ ~ z ~ i / ~ ~ 1, l I I / v 1 ~ 1 Raleigh, North Carolina, 27822
/ / ~ ~ / \ ~ 1 ~ / ~ i 1. 919.782.9677 T
1 I r ~ I I I r Walk a / , - i \ Note 1: Conc ete I / \ ~ I I ~ \ ~ete Walk and Asphalt are Existing Pro~rty Boundary
i / \ / / / ~ 1 i I I i \ fl hover this are i r ~ _ ~ \ \ \ I \ \ uS I ever this area as an ADA STRUCTURAL
I I r - ~ r / ~ I 1 \ / ~ , \ I \ ram aCC2SS, access, Detail Number Lassiter-Hopkins-Chang
~ 1 \ p 1 / \ / / _ ~ ~ \ 1 \ \ \ / r r 1 ~ Drain Inlet 2 Detail Reference Flag to15 Wade Avenue
/ / ~ ~ \ ~ 1 \ \ L6os Sheet where Detail is Located Raleigh, NC 27605
~ 919.832.5587 T
I i t / l r r r / ~ \ ! 1 \ \ 2
\ f 1 / ~ i I ~ , ~ \ l i / r r ~ \ ~ ~ ~ 1 \ inlet Protection PLUISB, ~9ECH, ELEC & CIVIL
\ / / r ~ ~ \ \ o \ ~ \ ~ ~ \ 60 Dewberry & Davis
/ ~ / ` . ~ ~ \ ~ ter` t , ~ \ ~ \ ~ \ \ ~ 9,~ 2301 Rexwoods Drive Suite 210
~ I I / - \ x°' Raleigh, NC 27607-3366
I ~ I I r , r r / . Sys \ ~ r\ \ ~V 1 A\ ~ ~ 919.881.9939 T
` \ \ \ \ ~ k`'
1 I I r ~ ~ \ t / , ~ ~ \ \ \ a d 1 RQ9FIMG COHSULTAHT
} ~ / / / ~ / / \ \ ~Existing Trees to Remaln~ 11 ~ ~ ~ I I t \ ~ \ Existing Wetlands \ Stafford Consulting Engineers
1 1 I I / ~ ~ \ o DO NOT DISTURB ~ ( ~ ~ h 4 PVC Perforated Pie 10 o c \ \ ~~~<9? ~ 7424 Chapel Mill Rd. Suite 102
~ ~ ~ i ~ ~ \ ~ . / I e' See Bio-retention _ Raleigh, NC 27607 \\J ~ ~\v~ .~,a„'1 ~ 1,~ ~ 919.852.1038 T \ ~5~ i~ 4...-•
I ~ I I ~ >f \ 1( ti. \ . ~ I ~ ! ~ \ ~ c! il~ 13 deanouts re aired as ~ / I / / I / ~ ' ~ \ o \ ~ basin eta r Q \ \ \ v
\ / ~ / f ~ / ~ \ \ 'shown b small circles
\ , ~~o ` FOLD SERVICE
i a I RI Ra "Rlp'Rarp ~.1 ~ 1 ~ ~ FoodesignAssociates
\ ~ I / \ \ o / l ~ ~ \ 1 \ \ _ ~ ~ L607 F r \ s\\ 0 18 -For 18 RCP=.:~~-~~~ ~ ~ 58280akDrive
~4 \ \ \ \ \ ~ \ a o 1 \ ~ - ~ ~ I , ~ i l , ~.\~~\'.y' s ~ ~ Charlotte, NC 28227 \ \ \ \
\ \ \ ~ s 1 1 1 \ \ ~ 1 ~ r .1 \ \ ~ \1 \ ~ 1 ~ / - ~ --..`~',7S ~ 704.545.8151 T ~~c, Curb Inlet
1 \ \ \ \ ~ ~ ~ ~ t ~ Pr \ \ ~ \ 0 OSE Pro osed _ \ ; ~ti `\o \ 605 typical) .
\ \ \ \ \ \ \ \ - \ p \ ~ ~ \ ~ p
\ ~ \ \ \ \ \ \ \ \ Bioretentio \a\ \ \ \ \ \ ( ~ ~ Bioretention "A",..- ~ ?20.: ti~ ; ~ ~
\ \ \ \ \ 1 \ \ \ \ \ \ \ ~ \ \ \ \ \ ~ 1 `'a ~ ~ 225 / .
1 ~ \ \ ~ , \ 1 ~ I I / ~ 230
\ ~1>, I \ ~ \ \ 1 \ ~ z3 ~ /l~Z\. ~ I , PROJECT
\ ~ \ \ \ t Existln Trees to Remain ~ ~ ~ \ 0 ~ n \ \ \ l ` NOT DISTURB \ ` ~ \ I ~ ~ ~ Tem orar Inlet Protection ~ i p~
\ \ \ o ~ DO I ~ 1 i ~ \ ! t \ 5 60~ \ ~ \ ~ ~1 11JII. p; ~ Wendell Falls Elementary ®E34
\ Indicates Tem . ~ \ \ I ~ P ~ f/ ~ \ \ \ it \ / / ,
~ l \ ~ / \ ~ \ 1 \ ~ ~ 607 I e Drain locations \ \ _ So 1 ~ 1 p N , / / ~ ~ A \ ~ A ~ 1I11 ~ 1300 Elk Falls Drive ? / ~ \ \ ~ ~ 1 IIr ~ ~ p ~ i Wendell, North Carolina 27591
tl ~ W 3 ~ 1, 1 I \ \ ~ ~s - , ~ ' / / Existing Trees to Remain \ , o I ~ N°; ~
I ~ TBM ~ ~ \ \ \ \ w \ \ I \ I I 9 i 1 ~ ~ \ 1 ~ SSMH q1g I~l ~ ~ 1 \ I ~ \ \ f / f r,..• DO NOT DISTURB ; ~ pql I
li RTM Z ~ 1 ~ , ~
,I i I~ - ~ \ 1 i \ ~ \ t I \ \ , / ~ / ~ / _ TC=233.6 v I
1 0 ~ I I I 1 ~ , 1 \ I I ~ , CLIENT ~ ~ - ti \
II ~ ~ 1 1 ~ - , 1 I \ \ 230 \ i ~ , I 1~~ ~~°~;~z Wake County
~ 1 ~ t l 1 I \
1 ~ I I SChOtr'I G ding ` e \ \ I \ ~ r TC=233.70. . , i 1, TC=233.70. ~~'~,'V A~ •C071 I TC=232.72 I
I ~ ~ ~ / ~ \ 1 , ~ / ~ C0~ % ~ \ ~ Public School System
~i \ ~ ~ ~-f ~ ~ \ \ F u let ~ • \ D01 230.60 \ \ ` 0 t / ~ < 1 \ ~ ~ 1.40 ~ ~ ~ ~ ~,s'~ N \ ~ \ ~ 1551 Rock Quarry Road
I' ark Gran I 23 \ \ ~ ~ ~ M i 1 \ sue- \ ~ ~ 230.80 \ \ / W I , ~ Raleigh, NC 27610 ,_~c. ~ 1 ~ I [phone]
' `I ` \ \ x ~ ~ \ ~ \ , ( I ~ ~t q
~ ~ I i t R I ~ ~ \ 1 ~ \ ~ ~ TC=23420 B 1 ` ~TC=23420 ~ 1 1 ~ ~ \ ~ / ; ~I ~ B h ~
I \ i \ \ _ ,r 1 ~ \ \ 23 I o \ I i _ ~ , \ - ~ 232.0
i ~ i i~- \ - 1 ~ \ I i \ 1 1 \ \ \ '231.30 \ r ~ I ~ Existing Trees to Remain i ~ I ~ _
i ~ 1 \ I ( \ \ / 235 I ~ \ ~ ~ t \ \ \ , 231.90\ ~ r / 235 I I 1 DO NOT DISTURB ~~I~ 1'~ ( T~ ~
\ ~ ' . I ~ ~ , ~ ~ t \ \ 1 48 wide / / I I , 1 { i ~ \ 5 Max - 236 / \ ~ ~ 233.33 \ sin le gate J ( ~ \ ~ °1
v 1 I I v v D02 236 / ~ i / ` ' \ \ \ \ `~~s ~ ~ ~ A i C) ~
~ ~ l + \ ~ I I \ 1 1. \ ~ \ 232.0 ~ 1 1 , , S• ?3a i ~ ` 1 _ \ \ ~ ~ 233,25 \ \ \ 233 / \ \ o~~ fl ~ ; p ~ ~ 'y~+ / / / / \ \ I ~I BI ~q I
I + 1 I \ 1 I ' I 1 ~ TC=234.4 ~ \ \ / ~ ~ 0' e , \ ~ \ \ ~ / ~ ~,b ~ .p ~
I ~ iSting 6 ' \ \ ~ I. Ex 1 ~ ~ ~ (I 1 ~ \ \ 1 ,1 1 I e ~ . ~ \ \ \ 1 - ~ I ~ Eas I I tin Trees to Remain i' \ \ ~ ~
\ Exis g 1 1 \ \ 1
I ~ ~ \ ~ DO NOT DISTURB 1 ~ ~ 235.30 1 .1~ N ) r 1 I i 1 I W l ~
1 ~ , \ \ I i , I , \ 233.85 1 / ~ 'L" \ I II I r \ ~ ~I ~ \ I I ' , ,i ' TC=238.20. ~ ~i ~ I PROJECT NUMBER: f I
4 I ~ l \ \ , \ TC=235.0 234.65 ~ ~ ~ ^ I< ~ ~ ' N I ~ ~ = 5.50 See Note 1 on , N I N N / t 48 High TC 23 I li ,f I I A \ \ Vt I N N W \ \ I ~ U See Note 1 on ~ , \ ~ A ~ . A
I I ~ I i o ~ o / 236.OD Dock \ Sht L301N 1 234.70 t 1 ) \ \ I _ i v ,r ; Sht L301N / 1 1 ~ C02 I I ~ ~ ~ ~`p I 0536 / WEF34 ~ ~ 1 1 - ~ ~~~I KI
I i 1 \ 1 i( ( _ r' ~ , I 234,65 \ 235.21 i I \ i I ~ t ~ / 1 . ~ \ ~ ~ a ~ i q PHASE
m I . ` I ~ I I N i . . . . I i / f / I d t i W N I ( \ r _ _ i o I 234.3 I I - 02/o Flood Line / ) i i i ( cn w I ~ i~ ~i~~ _ ~ / J ~ III '
' 1 I ~ ~ I ~ I i I LJ L1J~ 1J L 1 / ~ ~ ~ 236.00 i ' } I I / / ~ i ~ - ~ ~ ~ ~ ~ ~ ~ f ~ / 1 1 t ^ I~ I l l i ~ ~3c~ ~ I' ~ Bid Documents f L1J~ 1J L JJ I / I / \ I I
l i I i 1 / 1 , I I 1 1 \ Drain Inlet ~ ~ I / I I DATE:
1 - ~ \ I ` ' ~ 4.00 ~ ` 235.30 i 235,3 ~ 23 ~ ~ / / II rcl I
a, I ~ \ I / / T ical_ , ~ , / / / yp +234,20 I 5 ~ 1 r ~ 233.80-I- + \ 3 3 23~ I ~ ; ~ i i I~ ( 12/11/07 5 i a ~B07f ~ t o ~ ~ 4
\ \ ~ ~ _ _ ~ ~ / - I 234.88 ` + 236.00 / / _ / TC-234.55 ~ I ~ m \ 1 \ ~ ~ 1 1 / / / I See Note 1 M / / 7 / / ~ I ~ I ( 5 ~ DRAWN BY: ~ ~ ~I
,I / ~ / 5 QJ Existing Wetlands + I / / / Concrete Ste s r I I i ~ ~ / '~3 ~
\ I ~ I ~ I I I / / , I 234 ~ ~ 1 ! L603 r t' ~ .,,,I \ ~ I 1 ti ( To = 234.90 ~ ` 234.9 C=234 0 ~ / / / / / il~( iii ~ ~ LJR i I
J Ii I I p , I I ( I H I 11 N i ~ ~ i . / / C03 I I l i ~ ~ i p CHECKED BY:
/ Bot 229 9 D03 ~ ~I ~ i ~ I f I ~ ~ 6 Yard Inlet Protectian__ 606 / / ~ i ~ .p ~ I KMD
~ r I / I I ~ r l ~ I ~ 1 1 I # Riser 10 ~ l 6 0 / i , , i 235.30 235.30 TC=234.50 / ~ ~ ~ i i 8'~23~~~ \ ~ REVISIONS
/ ~ / / r ~ i I , I 604 x I ti /r rr ` ~ 04 I \ I t ~ s / I ical W ( / tv~ TC=233.0 II I I I 234.50, ~ 605' / ~ ZRd ~ i ~ ; ~
/ ~ r I ~ , , , r ~ ..i r N I
/ ~ / r / ~ / / w ~ ~ / ~ / , .p w \ 234.7 7 234.70 ~ ~ / ~ ~ I I I ~ I ,la iii no. revision date~~
' ' etland r / ! r / to \ \ / istin W / r ~ / / / I I \ ~ 2 / ' I s ~ X234.9 / / / ~ / I r .g 234.50 TC=234.60 N ~ ~ ~ I ` I I ~ ~ 3 ~ ' f 1. Wendell 2nd TRC comments 1 J9/08
r~~ /ll / r / r / ~ \ r / / r / / e I I I ` See Note 1 on / l r / r / / / ~ i h r / / \ ~ / / t,~ / r \ 1 Sht L301N I 234,7 r 7 ti'S / 235 ~ ~ ~ 2, Grade corrections at D-02 1 iS 08
ti / / / ti / / i i
~ / / / / i 236.00 ~ r / / / / / / , I I N / / / I / ! V V A 1 m ~ ~ I I ~ I a ~ 3, Add slope drains per DENR 1/16/08
I / r' -/r 1, 1 1 I e l ~ i ~ a l l l / - ~ l ( ~ 1 A ~ ~ 1 ~ (~7 _ N / . TC=Z34,50~ ~ ) ~ ~ I! ,.a•~' . ~ a nurn Q;,,_oo+o~+~,.h rh~.,.,~~ ~ arnarn4
0e . 1 i 1
f 1 1 235. B08 / / / / ? ! / l 5 / M Concrete Ste s i 1 .TC=24 3 ~~~`1'~• ,~il~ ~ 7 vvv~ vlv-nc~cnuvn ~,nanyc u ~ vl=~
! To = 229.80 L603 34.8 2 235.30 0 , / I 1 I//D)05 /0 t04 X33 / /
BOt 224°80 235 30 34.50 234.9 D10 34.9 ~ ~ ~ III 'Y~ II u ~ NORTH
1\ s / # Riser 10 + III I ~ GRADING r II L. 3 1 N
234.4 /WORM ¦
/ / / / / EE SHEET L301S

~ V \ ~ I SEESHE~TL301N CHERRY HUFFMAN ARCI~'ITECTS I
Exrstin Trees to Remain ~ ~ 1 \ \ \ / / \I \ ti~ \ ~ ~ ~
N 1 235..,0 ~ / / i q~ DO NOT DISTURB 1 ) ~ z \ \ ~ I 135 E. Martin St., Suite 101
1 I \ \ 1 ' ' 1 ; \ 233.85 ~ ~ ~ ~ ~ TC=238,2 \ ~ I ~ ~ _ ~ i ~ ~ TC=238,~20~ ~ 1 ~ Raleigh, North Carolina 27601
\ ~ TC-235.0 ~ ti ~ \ \ ~ , , 1234.65 ~ Hi h ~ ~-TC=235.50 See Note i on ) \ ~ ~ I 48 N 1 , N N N g ~ C~ I ~ ~ ~ \ x~°~Y'I I ~ i ~ ~ ( 919.821.0805 T 919.821.072Q- y II~ ill
\ ~ ~ N 1 N w I / 236.00 \ Sht L301N \ \ I ~ \ \ Dock s, / ~ Ca2 I ' o u, 0 234,70 I I ~ / n I ; N www.cherryhuffman.com
\ ( / I \ I `i TC=234.90, + I f I ~ I 234.65 235.21 L \ ~ _ I \ ~ ~ _ 111 ~ . N I
, I r N I - ~ 4 I I I w N I ~ - ~ - ~ ~ / I ~ 234.30 I I I w i ii iiiii iiiiii / ~ ~ SEALS ,I:,ulinutu! ~ ~ f
i i I ~ ~ ~ ti` iii iii iiiii ~ ~ I J , ~ ~ I ~ I ~ \ ~ 11 1J~L 1J L1JJ ~ / ~ 1 ~ ` I 236.00 / ~ / ~ ~ ~
~ ~ 1 - - ~ I I 1 \ / ~Draln Inlet/ ~ ) ~ I ~ / / I I ~ ~ I QQ~~gpap~ Aq~, ~ ~ ~ ? d~' `tip '
/ , I ` / / II ` ~ 235.30 I \ 235.3 234.0 ~ / Z / ~
F s0 ~ ~ 4 5 ~ / 33 ~ / T Ical / ; / +234.20 i \ 35 / / ~ I . Yp - / / ~ .so ~ / 607 - ~ n~ ~I~ :n ~
~ / ~ 233 234.881 + 236.00 \ See Note 1 M / / / ~ ~ TG-234.55 ` , ~ , / / \ III
/ 5 / ~ I ~ ~ ~ / / ~ _ i ~ gg ~.1. / I III A'! \ I ~ ~r~~ or ,t'K/,go~` `lypltl tl t! I f/
Concrete Ste s / I 1 C-234.70 I 234 1 ~ / / II I II ~ ~ ~ 1 Curb Inlet Typical gSSOC~~,§`;`°`~~ ~
Lfi03 ~ 1 234.9 ~ / / CD3 = 4. 0 ~ ~ To 23 9 ~ J p ~ ~ I ~ ~ II I I I I I tll ''/tf'tI1f II1N''1 .;~QQ~ P arse yl III
w ~ / V ~ D03 1 ~ r ~ BOfi : / / ~Bot 229.90 / ~ / / ~ I 6 Yard Inlet Protectlon__ ~ I A~ 605 , ~ o
I 1 / i t / J ( - TC=234.50 / / / # Rlser 10 / / ~ ~ 235,30 235.30 ~r I
~ i l / ,J 04 I 1 604 ~f ICdI \ N TC=233.0 I ~ / / / , , I \ `l' p 234.50 I ~ I ~~,z31 ~ i~ + e ~ 2~~ ~ fi ~ ~I~I ~ ~
~ ~c., - / I I B05~ ~ Zia I y I I I ~
/r ~ / w ~ ~ N 1 \ \ \ 234.70 / ~ I ~ / / / a ~ w I \ 234.7 ~ ~ / ~ %l / cn \ ~ m
/ ~ I \ ~s \ \ ~ 234.9 234,50 TC=234.60 N / / / ~ ~ r I I I ~ I ~ ; I ( 6 Concrete Ste S CONSULTANTS ~``''°'tt~~lt,','~''+^ I
~ I ~ / / I ~ See Note 1 on a / ~ / / ! I 1 I I ~ I ~ t, I 603
/ \ \ Sht L301N 234.7 ti / 235 ~ ~ ~ I I ~ / / / \ ~ I I \ I 1 I . r I I li I "i i'' I ~®p ®24~00o LANDSCAFEARCHITECTUR~~'
/ / / / I ~ 236,00 \ N ~r TC=234.50 / ~ / I \ I I ` t, .~l QOt - 237.50 ~ ~ I McNeely Associates, P.A.
/ / ~ 1 ~ ~ I ~ / r i ` 1 I ~ ~ I N I 9i,',~9~\~II I # Riser = 5 P.O.Drawer30128
i I 1 235 608 / I ,TC=242.3 ~ 242.3 ~ N , a~ ~ ~ ~ ~ ~ Raleigh, North Carolina, 27622
/ \ Concrete Ste s N \ ~ 1 ~ II i 1 j t ~i i d 919.782.9677 T
/ \ ~ ~ t I 1 + ~ I! = 229.80 L603 ~ t I ( 3 ~ I ,Top \ \ B04 z3 / it I a i l
/ / \ 235.30 ~ 234.80 I Day f ~ 235.3a ~ 1 / \ 1 i ~ ` ~ tih` ' ~ I STRUCTURAL
I BOt 224 ~ 80 ~ 34.50 234.9 D10 \ ~ I _ ~ 1 \ / ( \ I ~r a', ~ Lassiter-Hopkins-Chang
I ~ \ + ~ # Rlser 10 234.40 ~ ,.1 i~ I 1015 Wade Avenue
l a . I \ \ ~ ~ ~ TC=240.50 ~ ~ ~ Raleigh, NC 27605
I I , \ - - Q \ ~ 919.832.5587 T
~ D09 - - - s I ~ \ _ _ Concrete Ste s - - i a
~ ~ PLUIEB, F~ECH, ELEC S CIVIL
224.00 L603 ~1~ ~ \ ~ - - - - - \ cP Top \ ~ \ \ \ ~ \ - - - 234.10 I ~ ~ ,q
c \ \ \ ~ ' ~ \ \ \ Bot 219.00 \ _ - ~ - ~ ~ 1 I ~ ~ Dewberry & Davis
Indicates Tem , \ \ # Riser -10 \ \ \ ~ ' ~ 5 2301 Rexwoods Drive Suite 210 , "~n~rete Ste,., Raleigh, NC 27607-3366
\ 234,90 235.40 ; ` ~ ~ C05 \ ~ 07 \ B 9 234.95 \ ~ 603 , \ \ _ s Slo e Drain locations \ 0 \ Q \ , o', '°d ` 6Q3 T®p = 2~~~~~ 919.881.9939 T
\ \ \ \ ~ \ 1 \ \ \ \ \ ~ ~ ~ \ \ \ \
Bot = 234.30 / / 1 ~ a ` ROOFING CONSULTANT
~ .4 \ ~ \ ~ \ \ \ \ \ ~ \ 23 I t / \ \ 217 C=235,85 ~ \ \ '1 ~ \ \ - \ \ P ' \ E01 N ~ ~ 1 \ \ ~ # Riser = 6
\ ~ ,1 ~ Stafford Consulting Engineers
. 6 \ ~ N ~ as \ ~ i \ \ \ \ \ 1 C06 \ N \ \ \ ' e~ \ 7424 Chapel Hill Rd. Suite 102 i
~ \ \ \ \ \ ~ s U1 \ \ \ N \ \ 1 \ \ \ \ ~ ~ ~ ! ~`1 1 \ \ / ~ ~ ,"a~ \ Raleigh, Nc 276oi ~ / \ 919.852.1038 T
r , ~
Drain Inlet ~5 RCP and F 5 _ \ \ \ \ \ ~ 1 \ A \ ~ A v v ~ ~ 219.40 \ i \ \ \ is ~ v \ ~ ~ v ~ I I
'~1s are part of Park Improv en _ \ \ `~o \ \ 1 ~ ~ ~ 1 I ti 219.50 \ \ A ~ \ V A 1/ A \ V A ~ `ao \ FOOD SERVICE
~ ~ ~ B02 - - - - - - - 1 - - - - ~ I ~ ti - ~ ~ ~ ~ ~ ~ \ \ Foodesign Associates
~ , , ~ - ' I 2~` ~ "oeti` \ 5828 Oak Drive
\ 222.0 ~ \ \ > < \ \ 1 ~ \ ~I 235 \ \ \ I Charlotte, NC 28227
222,10 235.40 235 \ \ \ 24 \ ` \ ` 0°p` ~ \ 704.545.6151 T
/ l \ 3 4 TC=247.0 ~ ~ 235.4 \ \ 1 234 \ \ ~ ~ ~ \ \ \ 2 4.80 \ C=y247.0 I ~ '~m
/ \ \ 5 1 \ 4h\
N \ r ( /r \ `\a 1 ~
'Lti / i i ~ \ \ \ \ \ Z C- ~ 224,6 / ~ ~'p ~ 234,90 \ \ \ \ \ \ \ 4g NZ4 I \ ~ \ ~ a\ I \ 6 1 °a~ ~"o sJ, \ \ \
/ ~ • • 232A0 ~ 233 \ ~ ` \ r' / ~ 224.7 ~ C=234.80 \ \ \ ~ \ , a, ,
~ TG=232.20 23 ~ \ \ ) ~ \ \ / \ C' 3 TC=233.45 \ \
/t i i / \ \ / \ / 227.2 232.20 \ 2 / ~ ~ ~3Z ~ 23 / ( I I PROJECT N , , ~ \
~ - / 227.3 TC=232.35 \ ~ \ ~ / \ O '-'-'-EK. 9II' OAK PP ~ / ' I \
15 FES and ~ \ \ ~ 1 229.9 I I ) \ ~ , ~ , ; \ UUendell Falls Elementary - E34
L~o~ a ~ I 1 / r n / 230 / / Ri -Ra Apo 229.ao ~ \ \ p p ~ ~ ~ ~ \V ~ V~ ~ ~ V 13Q0 Elk Falls Drive
~ P / v ~ v ~ - / - w L -10 2 A0~ v ~ Wendell, North Carolina 27591
) lj P ( ~
W-12 ~ \ \ \ ~ ~ R main ~ I i / ~ ees to a I 1 ~ ,r s ~ \ ~ \ ~ ~ ~a ~ ~ ~
W , I I 1 \ 23 \ w T DISTURB I ~ \ ~ ~ 1 ! . ) \ \ \
~ ~ \ ~ ~ I la ~ Mj ~ \ \ \ ~ 2 iN \ \ \ \ r~ ~
/ I I ~ ~ ~ \ ! / ~ \ \ \ \ , \ r I ~ \ ~ \ \ \ ~ , \ CLIENT
I ~ 1 \ \ a~
/ / i \ ~ ~ / ~ ~ I \ \ I \ „ ~ \ \ \ \ Wake County
r \ ~ \ \ \ ~ I ntlon B i \ AO / 1 \ ~ Proposed B orete \ ; ~ ~ I \ \ \ \ ~ ` ~~-6=~ Public School System
~I ~ ;j I \ \ \ \ \ ~ ~ j \ \ \ \ ~ ~ ~ ~ I I I ; \ ~"Ha 1551 Rock Quarry Road
. ~ ~ d 1s \ \ ~ , f , 1 \ ~ . - ~ \ Existing Trees to Remain \ ~ I J ; m Raleigh, NC 27610
\ 217 _ ~ \ \ c \ I I ~ \ DO NOT DISTURB \ ~ / \ a [phone]
1 \ 230 \ 1 \ N I \ \ ~ _ I ~ \
\ I \ 230 I 1 ~ \ I \ \ ~ ~ ~ ~ \ \
\ i \ \ I A02~
~ s I 1 I ~ ~ \ \ S I ~ 3~ N \ < <
? \ \ ` 2 1 \ ~ ~ \ I I ) I I o I r i I \ \ r
\ ~ ~ 4 PVC Perforated Pi 10 o c & ~ ~ 6 Sch 0 pe @ / I / 1~ o\ ` \ 9 ,
1 \ \ \ 216 - r I 1 0.5% slo e' See Bio-retention basin detail; ~ A06 ~
\ 1 \ \ ~ ~ \ 15 cleanouts required as shown by small \ ~ ~ ~ \ \ ~ - ~ circles \
\ < \ ? - ~ ` \ 1 \ TC=23790 \ ~ oc~ I \ \ \ ~ ~
\ \ \ \ ~ \ ~ ~ ~ 1 \ 1 1 \ \ ~ \ Ri -Ra ~ \ \ ` a ~
~ ~ \ I \ \ \ \ \ po S - _ PP \ \ \ o 1 V \ _ A L607 \ ~
~ Far 18 RCP \ 1 \ \ \ ~ ~ ~ \ ~ ~ ~ ~ \ \ \ a , ,n \ A~\ ~ ~ ~ ~ Opp 10
ti ~ ( \ v ~ \ v ~ \ ~ 215 \ \ 1 ~ \Existing Trees to Remain \ ~ \ ` \ In`, 'A ` PROJECT NUMBER: ~ 1 ` c ~
~ ~ \ \ \ \ ~ \ ~ \ \ ~ \ DO NOT DISTURB ~ \ \ ~ ~ ~ ~ 1°~~, ' OS36 / WEF34
Park Gradln ~ ~ \ ~ ~ \ ~ \ 9 \ ~ ~ \ ~ -,Sch I Gradin ~ \ \ \ \ s \ \ \ \ , ,n
v v \ v t 1 v v \ ~ Alt. #5 \ \ \ ~ \ \ 1 ~ \ \ \ ~ Ids ';oY PHASE:
\ \ 1 ~ \ \ ~ ~ \ z \ ~ \ \ \ \ c` ~a ~ 4 Bid Documents
~ ~ z5e \ \ \ \ \ Curb Inlet ~ 1 l _ 1 ~ \ \ \ N \ ~ `1 r r will be \ \ \ \ `d fl`,
I ~ NOTE: If Alternate #5 is not acce ted, Grading Cont acto \ \ o \ ) p \ \ L606 \ ~ ~ I \ res onsibie for Takin ro osed school rades to existing grades as \ \ \ \ T ICa~ \ ~ ~ a~ X00 DATE: A , a`,
\ ~ 214 ~ p 9 p p 9 \ Yp „ I o \ \ \ ~ \ 1 A04 ~ - re wired for smooth transition and firnsh, without exceeding 3;1 \ \ - ~ q \ \ ~ ` ap` ',lei 12/11/07
maximum slope. , \ \ 1 ~ _ ~ ~ 1 I 1 \ tl` ',e , 0
\ _ ~ \ \ t s \ ~ ,ee DRAWN BY:
~ \ \ \ ~ 1 \ " '1 ~ e"pt1 ae LJR
~ - ~ \ \ \ \ \ 1 \ 3 1 0` `,e e`` ,9 ~ 1 ee`~ ~e CHECKED BY:
\ I 1 \ \ \ \ \ N\ r ~ ~ \ i ~ \ \ \ \ AO W \ e` '
p",\ 1<MD
2 ~ ~ ~ \ \ \ \ ~ ~ \ \ ~ \ \ \ \ \ a` BEFORE YOU DIG
~ ~ 1 ~ \ \
\ \ ia~ ~ \ i I I I I \ p REVISIONS , no, revision date
T 1 ~e_______
~ CALL 1-800-632-4949 \ 1. Wendell 2nd TRC comments iJ9J08 N.C. ONE-CALL CENTER ` e`,
~ ~ I 1 I I IT'S THE LAW a`, 2. Add slope drains per DENR 1/16J08
212 - / / / \ 3. Firelane width at SW Bidg corner, Ol/24J08
~ ~ ~ \ ~ \ U` \ a'`, 4. Corrected spot elevation at front , ; 02/05/08
1° ' 40, 1` °a 5. DWQ Bio-Retention Changes 4/04/08
P1
P 0 40 80 120 FT SOUTH
A J"
G ING _ q
,r° r s /STORM 3

ll I I , ~ CCi~ },w ~ \ 1 ~ , 1 ® i 1 r~ I 5
~ ~ Existin Trees to Remain SEE SHEET L301N I g ~ I ~ ~ I I DO NOT DISTURB 1 ~ \ \ \ \ \ ~ ~ CHERRY HUFFMAN ARCHITECTS
~ ~I I I t I ` 1 t ~ 1 II ' I I y \ ~ n, ~ ~ 235.30
~ . 1 \ \ I { ~ \ ~ 1' 1 1 ` \ 1 ~ i A 233.85 ~ ~ ~ ° / I 3 • ~ 135 E. Martin St., Suite 101 \ TC=235.0 (234 65 j ~ / ~ ~ Raleigh, North Carolina 27601
I N ~ ~ ~ , ~ 1 vi ~ V I
1 ~ ~ ~ \ I I I; N ~ W \ I J ~ 48" High 919.821.0805 T 919.821.072(k ° ° 234.70 I I I 236.OD Dock
` ~ ~ ~ I 1 I I i 1 i ~ ~ ~ i a 1 1, {I ` 1 TC=234.90 www.cherryhuffman.com 1 ~ ~ j' ~ +234.65 235.21 N ~ ~ 1 ~ -
n~ I } ~I
~ ~ 11 1 / i / ~1 ~ / I ~ 1' ~ ~ i / / i i' i i ~ 1234.30 a i I ~ N I ~ I i SEALS ,tic~elUt~p gtrysta
~ ~ ~ ~ ~ , Draln Inlet/ t / ~ I ~ r - ~ ~ . ~ I ~ i , I \ 236.00 ~ ~ a~ I I 11 ~ I I ~ I I \ a ~~44'LpPE qqc~
I ) - _ ~ 1 \ ~ ~ 234, 00 I ~ ~ 235.30 ~ \ ~
\ J / T Ical ~ i b \ t ( r \ ~ / r ~ I ~ +234.20 I ~ = ~
in \ I t ~ ® TC=234.55 I 234.88 ~ + 236.00 ~ \ ' ~ ~ ~
~ ! / / / 5 ~ ~ Existing Wetlands ~ ~ ~ / Concrete Ste S / + ~ I ~ I
II I , I 1 t t - L603 t ~ t' ~ ! I ~ a ~ To - 234,90 ' ~ I 234 ` ~ ~ ~%x~~ ~rs~ ad°~',~~Ci~~c' ti niN tr j ~I 4~ f f ; I i ~ ~ FFE= 236.00 gssoc~~° : a~ .
r ~ 1 P Il 1
~ I I r8ot 229.90 / / ~ ! 1
~ ~ #RI r 1 i o ~ se 0 i J i t ' ~ / /`o / / / t / I~ ; ~ I ti j l 0 Yard Inlet Protection_ 1 x 9
x ti ~ / I 1 l / i i I , w 1 / / ~ l ~ ! ! ? , , / / / / ~ .C,. , ~ ~ a4 + ~ I ~ i ~ 004 ~ \ _
I , ~ / I t ti~ ~ , / ~ N ~ ! r ` \ ~tYp cal) \ ~ "
,r ~ ~ ~ = ; / ~ / / / ~ I - Existin Wetlands / ' / / i/ ~ tC
/
h / / / / / / ~ .1 / / ~ / 1 I ~ l+ ° \ \ See Note 1 CONSULTANTS ~~"'~V`,n~s~~~~~~'
/ / / / i /i ! ~ ~ l ti / \ ShtL301N
~ / / r/ ` f / i / / I ~ I , + 236.00 ~ LANDSCAPE ARCHITECTUR~I
/ / / / ~ ~ / ~ / / ~ • f / ~ i i r / , , I ' I , \ \ ' McNeely Associates, P.A.
/ its ~ / / / ~ l . , / / ~ / / 5 Ij o , ti P.O. Drawer 30126 ~ f~ ~ J \ \ \ 1 235•,30 Raleigh, North Carolina, 27822
~ ///r/// / / ~ / / Concrete Ste s 1 ~
/ / = L603 ~ To 229,80 ~ iii / 1 i ~ ® 1 / _ Ji\~ \ \ \ \ 1, }1 919.782.9677 T
. / / / l ~ / / / / ~ t r f Bot = 224.80 / / t 1 DQ5 ~ 235 30 ~ ~ 234.8(9
~ ~ I # Riser 10 \ ~ O.. \ ~.D1o \ 235.3D ~~34.501 STRUCTURAL
? \ / ~ o I i i ~ 1 \ \ I \ \ + \ ~ Lassiter-Hopkins-Chang
/ i r l l l I ~ ~ / / o ~ \ 1 \ ~ ~ - - 1015 Wade Avenue
~ ti I I ~ \ ' f/ ~ .i l l 1 ~ I 5 \ \ ~ D06 ®Q] `DO$ \ ' ' Raleigh, NC 27605 I -
o/ ~ ~ / Concrete Ste s o, r \ ~ ~ I 919.832.5567 T
/ oti ~ ~ / 1 ~ I ~ , i ~ ,J / / L603 ~ l r/ t ? To = 224.00 ~ 1a L ra ~ ~ ~ p a I - - \ ~'l(4 B \ I - - - - i
i ~ i ~ / ~ ~ ~ \ \ \ \ \ ~ \ \ \ - - PLUMB, MECH4 ELEC S CIVIL
, / ~ ~ ~ / J I Bot 219.00 ~ Dewberry & Davis
/ / / \ _ / , / ~ / # Rlser 10 ~ ~ /i/ / / l ~ I v \ ~ \ \ \ ~ i ~ Indicates Temp, \ \ ~ 2301 Rexwoods Drive Suite 210
1 ~ ~ \ ~ ~ 007 Slope Drain locations \ \ \ \ Raleigh, NC 27807368
/i l l . , / ~ \ ~ ~ I \ \ \ ~ \ ~ i \ ~ ~ \ \ \ \ 919.881.9939 T I
`l r ~ I I ~ ~ i / / ~ i \ ~ 2 ~ 217.4 \ ~ \ \ t \ \ \
\ EQ1 C=235.85 ~ \ \ ROOFING CONSULTANT
~ ~ fil ~ t ( ~ \ \ W ~ FFE= 236.00 \ \ N o i X25 ~ ~ ~ , i Stafford Consulting Engineers
o ~i r t I i / / ~ ~ ~ ~ N \ , 1 ~ ~ 7424 Chape! Hill Rd. Suite 102
N ~ ~ ~ / 1 r / / ~ R 1 i / i ~ \ \ ® ~P ~ N ~ _ ~ \ , , \ l Raleigh, NC 27607
l~ I / e /b / / ~ ~ Drain Inlet, 15 RCP and F RCP and F S ~ ~ \ \ \ \ \ 919.652.1038 T
1 I ~ ~ I / / ~ ~ are art of Park Improv en' t / / J 5 P ~ . Improv ents 219.40 1 \ 1 \ \ \ \ \
t ~ /i ~ / ~ \ 214.50 _`L_..__._ i ~ \ \ \ \ uo \ FOOD SERVICE
/ / / / I ~ / ~ ~ ~ l I i 1 ~ / ~ } \ ~ ~ I - Foodesign Associates
/ ~ / N I 1~ ~ o I ~ / ~ ~ I i / 1
/ I ~ it ~ ~ Bi ~ I i ~ I~ 222nD \ ~ R 5828 Oak Drive 222.10 f 1 235 ~ Charlotte, NG 28227
! t ~ \ ~tl ? t ~ 1 v ~ 235.40 704.545.6151 T
1 l i I ~ _ I I ~ ~ _ II i ~ \ ~ I ~ - ~ ~ i ~ ~ ~ 234 ~ ~ 235,
i~ \i i ~ l / ~ ~ ~ I1?
I ~ \ i I _ i I _ ~ \ \ I ~ r ~'i ~ 5 5 ~1 i ) ~
~ ~ \ \ ~ ~
1 ~ ~ ~ ~ _ _ ~ ~ ~ ~ 224.7 232.0 I \ ~ 2~4 v 234.90 ~
i ~I M 1 \ 1 ~ N1 t - 1 o i ~ ~ ~ TC=232.20 233 C=234,80 W , TC=233.45 ~
I 1 ~ ~ r r 1 1 1 1( ~ z f 227.2 232.20 ~ _
CT V 1 , ' I \ 1r7' ~ rt .4E' DAK P9 1 ` 1 ~ r 3 \ , \ ~ 1 ~ ~ 15 FES and ~ 3 1 J ~ 227.3 232 TC=232.35 \ ~ PROJECT r
1 1 ~ \ 1 1 \ \ i ~ \ 1 L605
~ 1 ~ ~ \ i I ~ ..r°-~.,~ t ~ / Ri -Ra Aron 1 \ \ ~ , p ~ p 0 t 1 ron X000 / ~ 229.90 ~ Wendell Falls Elernentar!y - E34 229.80 / / - 1300 Elk Falls Drive
1 it ~ ~t P \ I i i i 1 - I / / 225 ~ Wendell, North Carolina 27591.
1\ o ~ ~ \ r-__ t 1 i 1 ~ ~ P f ~ W 12 ~ ~ , ` t R main I t \ Existing Trees o e
~ ~ ~ i a 1~ I \ ~ \ ~ ~ \ 1 \ ~ r DO NOT DISTURB
\ e ~ ~ ~ r I 1 4 _ ~ / i
11 _ ~ / ~ \ ~ 1 \ t / I C' ' { i f
r >s ~ ~ ~ ~ i ~ I ~ \ ~ / ti I ~ I I ~ 21s ~ r,, ~ ~ ;`;:i ~ CLIENT
~ 111 ~ ( / ~ w 1 ~ ~ ~ / i ~ ~ ~ ~ ~ ~ 0 ' \ - f \ M
1 1 7 ~ t , ~ if 1 _ _ 1 / ~ ~ ( y ~ j Wake County
\ / ~ i 1 w
~ 1 1 ~ 31 ~1 ti t \ ~ 1 ~ 1 x.1 I ~ 1 \ \ \ - ~ \ ~ Public school System
~ t r / } ~ \ r 1 ~ ~ i 1 1 \ 217 '-rr` ~ \ 1551 Rock Quarry Roatl
1 ~ ~ s t 1 ~ ~1 \ 1 > > 1 1 - ~ ~ 1 1 \ i 1 Y ` Raleigh, NC 27610
~ \ 1 ! / \ ~ ~ i 1 ii ~ ) \ .1 ~ ~ ~ t ~ \ ( r r 1 1 1 ~ 1~ v \v v ~ ~ ~ ~ 230 (919) 85D-1600
~ ~ ~ l t I 1 1 ~ I I J I ~ ~ I ~ ~ 11 1 i 1 ~ , 1 \ \ \ ~ \ \ 23a e~ B L I C ~
~ i 1 1 ~ i./ I ~ ~ ~ ~ ~ ~ I t ~ ~ I ? ~ i I~, i\ \ \ } ` \ Cy
rn ~ ~ ~ 1 ~ I 1 1
~ I ~ \ I 1 ~ ~ ~ I 1 ~ \ \ ~ I \
1 ~ 1 ~ I qG 1 I ~ \ 2 ~ 1 ® r-
~ I I \ _ \ I 'I ~ ~ i I ~ 1
1 ~ \ 11 ~ ~ \ ~ { ~ 1 1~ Y
Il _ _ ~ t 1 } \ ~ \ \ ~
1 1 ~ h S ~ ~ ` ~ \ \ ~ 1 ~ ~ 1 \ \ RI Ra lun e Pool, ~ ~ ~
Iti S I ~ o / s\ / / ~ ~ 1 1 Z 1 1 ~ _ ~-~i` \ L047 \FOr 18r` RCP ~
/ l~ i ti ~ ~ ~ 1 ~ I ~ ~
I ~ \ I 215\` f-- g \ \ 1` ~ , 11 1\
~ I < < ~ \ \ ~ I 1 ~ ~ I ~ \ ~ \ \ ~ r ~ i I I I \ ~ ~ \ 1 , PROJECT NUMBER:
c ~ ~ 1 ~ Park Gradon \ ~ \ 1 It 1 1 1
\ ~ ~ ~ I I ~ \ ~ ~ ~ ~ \ Alt. #5 9 ..Schd~al Gr~dan~\ 1 ~ ~ \ 1 0536 / WEF34 \ ~ i " \ \ \ \ \ , \ \ PHASE:
o \ ~ l ti \ ~ ~ ~ :4 \ ) \ ?,~5 ~ ~ \ \ \ ! Bid Documents
1 ~ f I ~ 1 N \ \e \ ~ I I µ
~ ~ / ~ ~ ~ _ ~ NOTE: If Alternate #5 is not accepted, Grading Contractor will be \ \ 214 ~ responsible for Taking proposed school grades to existing grades as \ \ DATE:
~ i I ~ \ / - ` ~ required for smooth transition and finish, without exceeding 3.1 \ \ \ \
_ `'maximum slope, \ \ \ 1 zi11 io7 ~ 1 ~ \ ` ~ ` \ \ ` ~ 1 DRAWN BY:
~ / ~ ~ ~ 1 / ~ / \ y \ l 1 ~ ! ~
~ / ti t i ~ i 1 1
/ / ~ t ~ \ ~ / ~ f ~ . ( / I
~ ~ ~ t ~ ~ t ~ ~ \ , 1 CHECKED BY:
I t / 1i ~ 1 I t I ~ I I ~ I / / 213 ~ \ \ 1 \
~ 4 ~ t t 1 4 / ~°°`°o
~ ~ / / ~ I / ) 1 II ~ \ \ / / / ~ l ~ l 1 1
~ ~ \ / ~ l ~ t / ~ g`°"'" \ BEFORE YOU DIG 1 REVISIONS .,,210 I
a \ ` t l 1 ~ / ~ ~ \ \ ~ .~1 ~ 1 ~ ® no. revision date ,
e M ra La ~ ~ ~ ~ o ~ ~ s \ ~ , , 1. Flrelane width at SW Bldg corner; ~1~7.4/08
~ ~ ~ ` \ ~ ~ _ to \ ) f~ ~r~~ ~ CALL 1-800-632-4949 2. DWQ Bioretention Basin changes ~/04/08
212 ,1 i'' ~ ~ N.C. ONE-CALL CENTER
'"°~,.'\~f / ~ s~ IT'S THE LAW
\ \ INI
111 = 40
0 40 80 120 FT WEST
GRADING
cos STORM

CHERRY HUFFMAN ARCHITECTS
% ~ i
135 E. Martin St., Suite 101
Raleigh, North Carolina 27601
j , 1 = 40 NOTE: This Plant List applies to all plants shown on L401 N, L401 S, and L401 919.821.0$05 T 919.821.072
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I 0 40 SD 120 FT Plant tint ;3#
D Kati ~ar~e Name mmmot>s Name Minimum R wired Remarks SEALS CAgO
V 9 cub 9 tuba 'a onica 'Varie ata' old Dust Acuba 24" H t.18" S r ON pe ~ '~<,p
PA 1 cer c~ A 1 ter Imatum atro ur ureum `Blood cod' a anese Ma le Blood cod 6' H t. - 4' S r. B&B ` ~ m ~ ,
,,t R 20 cer 20 ter rubrum Red Ma le Swam Ma le 2" Cal• 10' Hi h B&B = o ~ a
SGM 15 cer ~ ~ 15 ter saccharum'Green Mountain' u ar Ma le'Gr2en Mountain' 2" Cal• 10' Hi h B&B r n ~ ~ s
BN 4 Betul :y a a 4 Betula ni ra'Herita e' River Birch Herita e 2" Cal• 10' Hi h «comments» ~ r~ ~ ~
~ CCFP 5 erci 5 ercis canadensis'Forest Pans ' Eastern Redbud'Forest Pan 2" Cal• 8' H t. - 4' S r. B&B p'~,~C ~ ka~~`°' rrVr ~
L- i ) , FCP 2 orn 2 ornus florida Cherokee Princess herokee Princess D wood 2" Cal• 10' Hi h B&B A$~CC~P~'°`.°'``i ~ ~ d f°°4
Y 28 1 J~Pprnnm+e~' Q 28 tomeria 'a onica 'Yoshino' oshino C tomeria 2" Cal• 10' H t. - 4' S r. B&B 2® F~ •2
LJ 3 le f 3 le era ~a onica a anese Cle era 4' H t. - 30" S r. B&B ~ ~
SY 9 amp 9 amellia sawn ua'Yuletide' Yuletide' Camellia saran ua ' H t. - 30" S r. ON ~Z
l FILG 27 Fo 27 Fo hia x intermedia 'L nwood Gotd' L nwood Gold For hia 36" H t. - 24" S r ON " O
~ AF 19 Ilex 19 Ilex atenuata Fosteri Foster's Holl 5' Hi h ON
1 ~ ~ \ CCA 66 Ilex ~ 66 Ilex cornuta Carrisa orrissa Holl 24" H t. - 24" S r ON ~ v C~~G~'`°°
1 ~ \ ICN 102 Iiex ~ 102 Ilex cornuta'Needle Dint' Needle Dint Holl 36" H t. - 24" S r, ON CONSULTANTS ~~~~``'"rnmNr+"''`~~
Z l ICR 10 Ilex c 10 Ilex cornuta 'Rotunda' Rotunda Chinese Hall 24" H t. - 24" S r, CON
G 7 Ilex ~ 7 Ilex labra nkber 24" H t. -24" S r, ON LANDSCAPE ARCNITECTUR!
~ / ' ~ \ r % ~ ' / ~'r INRS 29 Ilex I 29 Ilex h brida 'Nellie R. Stevens' Nellie R. Stevens Holl 6' H t. - 3' S r. ontainer McNeely Associates, P.A.
4 ~ / 31 lex vomitoria au on Holl 24" H t. - 24" S r ON P.O. Drawer 30126
rr / / / / ~ / / i /r ~ N 292 uni 292 uni erns chinensis' Nick's Com act' Nicks Com act Juni er Z4° H t. - 24° S G ON Raleigh, North Garolina, 27622
~///r CC ~ %/~%r~ ' \ ~ ~ LCRR 108 Loro 108 Loro etalum chinensis'Rubrum' Rub Loro etalum 2" Cal• 10' Hi h ON 919.782.9677 T
,r / / \ / r %/'i; / / ' ,r /r ~ji r \ LIMU 23 La e 23 La erstroemia indica'Muska ee' Musko ee Cra e M rde 8' H t. - 5' S r. B-B Multi Trunk 3 min. l" cal, each min,
, rr;, ~ ,rr / i / , , / , ~ ; ~ ~ r LMU 2146 Lirio 2146 Lirio muscari'Varie ata' arie ated Lirio e 8 Bibs Min lantin Bare Root• Plant at 12" on center sTRUCruRAL
'r / ~ \ I / / / / / / . r r. ~ r~/ / / r, \ NDHD 20 Nand 20 Nandina domestica'Harbor Dwarf' Harbor Dwarf' Heavenl Bamboo 24" h t.18" s r ON Lassiter-Hopkins-Chang
/ / r /r / / / ~ \ NDRP 57 Nand 57 Nandina domestica 'Ro al Princess' Ra al Princess' Heavenl Bamboo 24" h t.18" s r ON 1015 Wade Avenue
j / / ~ , \ / ~ 1 PICH 12 sta 12 Pistachio chinensis hinese Pistachio 12' H t. - 6' S r. B&B Raleigh, NC 27605
/ / / / 1 PT 82 Pinup 82 Pinus taeda Lobloll Pine 2" Cal• 10' Hi h B 919.832.5587 T
r,;ri,,, \ \ / / , ~ r s No Mow/Grass N 9 uer 9 uercus Nuttalli uttal Oak 10' H t, - 2" Cal, B&B
/ r ~ , ,,f , . \ \ RIP 100 Ra h 100 Ra hiole is indica 'Pinkie' inkie Indian Hawthorn 18" H t. - 24" S r. ON r' Lu ~ M E C N, E L E C ~ C I ~I I L
r, ~ / \ ''i ~"i 606 T / / / ! r yr /y/ / /v v / / Stakln (Yplca o 11 axon Z \,v,, A v.. A\ v / g 11 axodium distichum ommon Bald C ress 5' Hi h B&B Dewberry & Davis
~ / " / / / / i , SVG 11 Zelkc 11 Zelkova serratd'Villa a Green' ilia a Green Zelkova R 2" Cal• 10' Hi h 6&B 2301 Rexwoods Drive Suite 210
Raleigh, NC 27607-3366
/ / / / / / \ r \r 919.881.9939 T
v \ \ \ A ~ . A/ v/ v/A, A /
NOTE: See Sheet L401S for Plant Legend of L401 series sheets. R o o F f N G c o N S u L T A N T
ti ~ / / / ~ / % Existin Trees to Remain \ g DO NOT D ISTURB
NOTE: See Sheet L401W for Wendell Landscape Code cdlCUlationS. Stafford Consulting Engineers \ ~ ~ 7424 Chapel Hill Rd, Suite 102
~ \,\\~\\\r\\ I \ ,/~/~/~/i\ri\/~/~/\/~\/ \ Raleigh, NC 27607
/ /mar / ,/,r/~/~ / / /i\/ \ 5 1 , / / / / ! , , . \ \ Turf Relnfc ~ / v/jA/~/A,/~/~, r r~ A/\/\/~/~/~/\/ , 5-PT \ TUI'f RelnfOrCement Matte 919.852,1038 T
~ / ~ ~ / / /.r r / / 605 /i ~ ! , / / / r, / , r / / ~ / , / Installed ui Installed Und2l' S(1CI FOOD SERVICE
r A A\/VA VA \ \ / V ~\r A; A \ i\ \ \ \ r r ; i / ,~/.,r / y,, ,~,ri~<; //i,// , ,r., r i„ ~
1: G , ~ r ~ \ \ \ \ \ ~ \ \ \ \ \ 1\ ~r VA VA \v,V\ VA VA/ A/\.~ ~ \ \ , / /\/.y/\//v. A; Foodesign Associates
/ r / rr// /;,r,: r;.// //,//,/r / / ,//r, / r. 1 ~ \ \ - ~ 5826 Oak Drive
Charlofle, NC 28227
\ , r / / ,i , , / /i,/ / / / / i r / / \r \ ~ 704.545.6151 T
( r / /f / ~l/ / ~ \/\i \/~/\/\i ~ \ \ \ \ \ \ \ / / \ \ ~ \ ~ ~'`'r
\ / / , r / / / / / r / / . , / r/\/ . / /i / / / / / / i\/. / ~
\ r\ / , / , / / / / / / / / / / / / / / / ~ / ~ ~ ~ / / / / i / r yr / v/ / / / / / / / / / / / % rv / /
` 1 ~ \ 1 I~
a / , , / \ . \ • r / r / / r , r r / / , , \ r , ~
Existin Trees to Remain , , \ \ \ , \ \ ,r\, . , \ \ ; , \r\ / \ ~ r / / ~ ~ DO NOT DISTURB / / / r r / / / , \ / r \ \ \ \ j~\~~%j/~ \ ~ ~ ~ ~ PROJECT ,
\ ~ UVendell Falls Elernenta~ ~ E34 , \ ~ ~ , y
~ r ~ //,BERMUDA SOD / , , , r , , / / ri / ;~,/i../. / ~ ,'/\r~~ / ~ \ N , 1 1300 Elk Falls drive
t \ \ \ \ \ \ \ \ \ \ \ /AA/'VA//V~// AA ~A//~~//~i 7-IG ~ ~ ~ ~ 1-QN Wentlell, North Carolina 27591 ~ Existing Trees to Remain ~ N, ~
;!\\/;\j,\~~ - \\jj DO NOT DISTURB / n; I
\ \ \ \\r \ \ , r ~/rrr \ r \ \ \ J ~ ~ ~ ~ 3-CJY
~ - -
/ / ~ / r / rrr,/ / ~ / /r" / ~ / - \ / A/ A - A - - ~ / i //,~/,i~' ~ ~ IP - ~ ~ 'i ~ ; , j~ ~ / ~ j~ j o~~ CLIENT
/ ~ / \rA V \ v A r A; ~ .A
- i / • /\/\r v/\/ v/ / T _ / r A v. ~ ,
~ / / v\\"\\\ I / / / , / , A .r\ \ \ \ r. T r~; ~ r; ~ ; r / / / r ~ , r , //i r / / / , , ; : Make County , ~ / ~ f i ~`za3\
~ / / ~ \r\ \ \
~ ~ / / \ , ~ 3-PT 14-IV $ IV 6-ASG ~ Public School System ~ ~ 1551 Rock Quarry Road
~ / r , / r / / r / ~ r ~ 1-ASGM i / ~ / / ~ 3-CJY / ~ °z'~ ~ Raleigh; NC 27610 i / / / a~q` _ f 919j 850-1600
S 1 i / ' / / \ ~ / V / / / T rt.~'~~ % 1 ~ / "
/ / r A \ ~ / / yr\/ ~ ~ 1-LIMO ;s R
ti / i _ ~ / / 1-ASGM r n / , //~//l ~ ~ 0\/ / / / / 5-ICR- ~ \ a' 1-CJY 'lpHl (,~V~~~V / / , / ; . / ; \ -IAF
~ ~ ~ / ~ , / , / T T,• / / ~ r / / ~ %6-JCNC , r- ; , i / ~ / y' , / ; ; , ~ ~ / / Existing Trees to Rema I ~ /i/// /i///. ' fA
~ 9J, r, / , , ~ / , ~ ~ \ \ 16 ICCA ~ 1 , ~ ~ ; , ~ / Jute Mesh as specified - ` / ~ r ' i / ~ / , ,,f / / , / r r/,/,. ~ I \ DO NOT DISTURB ! N~ 5-PICH / ~ a n~ .N
/ e ~ T , / ; \ ~ , 2-LCRR ~ T / / \ - / . ~ 48 wide \y/\/ 5-LCRR ~i' / N. ~N ~
/i; / / 3 FIL / r /r i/ ; f, ~ , , . / r/ v \ ~ single gate 1 IAF ~ ~ • • . A' /;/;/~~i~/, e~ ~w
~ / / T % r ~ V` \ \ 5-LCRR V \ r' / / ~ ~ !r r r, . / l ~ v, r,. T ~ / / I -LCRR - v ~/,v'r / / ~ ~ / r / , i I A<V A \ \ v LCRR/~~//AA//~%/~A//A, .A~ 12-IC / 5-ICR I v/ ~ , fl ~ ~ ~
~ ~ ~ /i r r , / 'a ( i 12-PT ~ , A • v \ • I I ~ „ v VA VA \~rv r / , ~ ewer / / ; i / ? / \/,A/\/\ r , , ~ri~ r 60 S / T ~ ~ / / v/ /iA/\/~~ , 3-INRS / . ; . „ ~ ^ 1 ~ ~C'
f tm ~ / Exis 9 / r / , \/`5-INRS \ \ ement ~ ~ ~ ~ / ~ . „ ? \ \ \ \ / Eas ~ \ ? / i / / / vvvv,vvvvvv ~ AI ,w y / / n~
1 I / / r / / ~ 1 r/ / !~r/i / ~ ~ Existing Trees to Remain , / T , ; \ . / , m ~ / / / ~ T r\,~ \ ~~/\i`~~~\\ \ 1-IAF ~ \ ~ L ;p I ~
, \ / ~ //r DO NOT DISTURB I j \~%1-IA \ r / / T / , ~\r r ~r~ ~//,y~~// / / / / / / / , i 1/ 1 I ~ ~ fl~
r , ~ / ~ f ~ . / i ~ \ 2-FILG ~ / 'r rr// ,,T ,.r / ~ / r/ /r~~r 155-LMV ~ ~ ~ ~ ~ ~ / - ~
/ ; ' r , ' ~ 3-ASGM ~ 1-CFCP ~ r / ' / / * ~ 5 JCNC ~ 1-IAF r~\\ \v~VA/VA/\v/ , . / , / . I ; ~ I ~ ~ IAF 2-LIM / , / / ; ; / / / e ~ ~ ~ PROJECT NUMBER:
/ //r ~T yr / r: 1-IA 15-LCRR QJ 4 I
/ ~ - / OJC C 3 LCRR / , , , , / ,,.r. , CC 73-LMV ~ ~ / ~ ~ ~ / / / ; / ~ 1-ZSV ; ; / / a. o ~ ai ~ 0536 / WEF34 /T// al iw
~ / ~ T~ r ~ / f \ \ . 14-RIP a / ~ / aT I. r~ r ,3 FIL ~ / / 0.2 /o Flood Line / , r; / / -r % / ,OVA 1-INRS 3-JCNC ~ ; . r~ ~ i PHASE: / i/ / / I At b IR I
T~ ~ 1 I i / / / / ~ \i -CJY T ' / \ /\\r, ,
RR % / T / 3 LC \ IT \ , o - LCRR \ 3-C)Y ~ ; . / ~ ~ i Bid Documents
/ /1 t ~ ~ / /i ~ , / ~ , 1-CFC , /A;/ / / 1-INRS 5-JCNC % o l ~ ~ I ~ ~ DATE: , ~i ~ iR
/ ~T ~ / 3-IA c~, Plne Staking 3 ? , ~ 2 / ~ / / ~ / / ~ , Shrub and Groundcover , r r/// ~i -C7 i~ ~ 12/11/07 ~r /i// \ ni N ~A
~ \ I~ / / ~ W ~ ~ ~ / T ~ ~ ~ / 11-ICCA 3-LCRR 1% Flood Lin ~ . ~ / L606 ~ ~ ~ ~ r ~ ; , /~J///~` /1 ~ pl ~ ~'J I~ 5-RIP ~ ~ , r./ / / ; i / / ~ ~ i ~ i a DRAVdN BY:
~ ~ ~ T ?i / / 3-PICH Grou Plantm T Ical L606 , { / .aC /i 'i !ir/r ,r, / / v ~ V/ o ' 3-ICCA 3-AR ~j~A;<.~ / /'a ~ 1-ZSUG ~ I f
~ / , , . F/i \ \ 1-JCNC ~ - ~ / / / s-RI / ~ ~ ~ i i; / ; ~ ; , 3-JCNC \ A i ~ LJR 3-LMV 3-INRS'~~;VA ~ / ~A al ~ !g
/ ~ / ~ ~ ~ " Excavated Ede ~ /
/ o :i:, / / / T~ r / / / /3-LCRR\/~\rr ! T ICaI -L RR / ;~A~/ ~A ~ / ~ ~ 1-INRS 5-JCNC ' i ~ i ~ i a ~ CHECKED BY:
~ / 17 ~ C L Y 5 ~ 5-ICCA ; , / 3-1CtVCt~: ~ 3 TD 3-JCNC ~ I o j tl I KMD
/ ' / ! / „ ;r / ~ ~l-JCNC \ w i / //i//i/,, / • ~ ~ 117-LMV"i / / 1-CJY 1-ZSV P, ~ p ~ . / / i pl j~
' ~ ' ' " , REVISIONS / / / / / / I
/ / s r/, / / / f// / / / / / rr ~ e I / , r/,,; ~r//r / , ~ ~ r / / / , / r / r ~ \ \ ~ r / 138-LMV \ 7-LIMU ~ W; ;~I ~ ~ / / ~ ~ I no. revision date
/ , r , , , , , „ / r ///V/ \ \ / i ~ , "i it i
/ 1-ASGM s/,/ ' 3_LCRR ;I I 1. Bioretention Plants removed 4 4/4/08 „
/ , , ~ Vi i~
r / , , / r,: / / r ~ ~ / r r / r r . , / / i , /r,, r f , / / / / / / ~ / / / /V~ ~ ~ G~ ~'a 1 \ ; "V • • ' "`~5-JCNC A. 5-JCNC S• ; ~
~ l 1, r ~ r /ir//~/r / /i / i; r //.l ~ T ~ T T ~ ~ ~ /~li/fir, /i, i~// _ _ ~ u! !S ~
r r r rrr r r I~ i~ I
VV~~~ r r r r 1-ZSVG X%X"~ \ r r rrr / r r "
10-NDHD 158 LMV . r r r
-PT . / 5-LCRR 1-ICN Xe r r r i g-LIMU NORTH - --i
5 \ 7CNC 1/9 T 3 -7CNC T m T T RR!43-NDRP
(4, 3-RIP 10- \ 1 APA 28-3CNC 3-3 CNC -JCNC PLANTING N - L 40
5-7CNC 5-7CNC - / / m m T m T T m T m m T / / _ \ ~5f1-L.MV I X0-1 M1! EE SHEET L401ST m ° _ '4!' 1-ZSV rrr \r ~.,1 CIY

~ , • \ 1-IAF \ \ / / ~ ; N,' 'M I SEE SHEET L4D1N SHERRY HUFFMAN ARCI~IITECTS P
/ Existing Trees to Re ~ F, \ . ' \ ~ \ \ ~ / ~ / f i, DO NOT DISTURB m //,\r, \ N, I 135 E. Martin St., Suite 101 N' . n~
/ \ \ 1-LCRR \ \ . / ; , ; , ; ; / I , , /i /j //•i 1 m ~ / ; \ 2-FILG / . ~ ~ NI t1) IN
/ ~ ; / / 155-LMV / / / / / ~ ? ~ 3-ASGM 5-JCNC 1-IAF . N ~ Raleigh, North Carolina 27601 ' " 1 ' ~ ~N ~ 919.821.0805r 919.821.072 ~N
; ~ , / / i / \ ~T u// / / , , / / ~ 4-LMV 1-IA / 15-LCRR , / I / , / jC' A, ' A/~,A~~~..iA A~, / / / / ! / l / / i / 1-ZJV / i / , / / Q~ ~ N ~ www.cherr huffman.com „ „ di ~ LEGEND (01 rie~ ~sh~ts ~nl~) y
. / T r / . • NC\ / ~ -LCRR / / ~ ' / / / ~ v ,10-JC / / 3 5-ICC 73-LMV . i / i//fi/ Ni p in Ni ~.a. rn
' , , / ~ / rr ~ 14-RIP 1-INKS ' ',d T~/,.~ , , , a..: :;'3-r>.L \ ~ 3-JCNC r-. ~ , , ~ iii ~ Vl i N ' ~ i N , SEALS al~lulnulrr~ ~ N
v ; „ ; N. ~ .o Proposed Trees & Shrubs ~o~
~ 'r' ` 3-LCRR ! , - ~ -LCRR / / / . _ ~ / n i ~ i o I OQ cue aq C N. ~ ~ ,N J p~ ey
\ T / \ 5 JCNC /1 ~ , 1-INKS \ . ! i ~ 'N' ~ iii f ! ~ P
/ ~ ~ ; ' I ~ Existing Woods Edge to Remain ~ ~ ~ ~ ~ N ~
Pine Stakin 3 m \ ' ® Shrub and Graundcover 2 ; , m i ~ 11-ICCA 3-LCRR 5-RIP \ ~ ~ ~ , Ni CJ io Y n.
/ , ; , ; : ~ 1-ZSVG L606 , _ 3-PICH Group Planting (Typical} 3-AR / ip ~ ~ i u I ~ ~ / Ada X09 (~Cv,~
m;/,/ , 3-ICCA ~ \ / \ N , / ; 3-JCNC / , ~ ~ ~ ~ o /~/j No-Mow Grassing as Specified s,'l y qS5~ ~+,gyp, ,,,,,~~,,,a C s~
/ / . / / 3-LM 3-INRS T ~ Excavated Ede 1 \ , Nc ' 1 / I o I N I <'YN/ NNryI"filU t ,EO,\ `G~~ I ~ ~ NI 7N /
. ~ g ; ~ ~ ~ 5-JC ' ~ / ~ T / ~ / //~i j V/ / / V / / ' / ~ ' / / /V / \ \ \ ~ ; 1-INRS ' 4 • ' ,N,' ; n ~ Bermuda Sod as Specified ~ w ~ ~
" / ' , . \ 3-LCRR, j; ; ~ T ICaI 5-LCRR / 'i 3-JCN . 3 TD 3 JCNC / , m , / / , _ Yp / . . N i
/ , / / ~ \ / BN / _ / /\i , im w / / / S ICCA \ / ~ ; q s, , / / / / / 1-JCNC;. \ ' \ \ ' 117-LMV/ / 1-CJY 1-ZSU .N N ` I ~ ~ ~ ~ ~ Common Bermuda Grassing as Specified ~ ~
i`% ~ % / ~ / / / ; / , / / / 7 LIMU _ - ; , / s % T / / / / , . 138-LMV \ \ / NI ~I~ Y i
\i tli iii /~~rrhNillllyM~a~+'
/ i ' i / / T m,. ! / / / ' / ~ \ ' / , o \ 3-FILG ~ , / , / ~ m T 3-CSY / / 1-ASGM / ' ~ ; ; ~ ~ " Mulch as Specified CONSULTANTS
, / / , , , / \ \ \ \ \ ~ 3-LCRR _ , / T T T / / / / / / / ~V. / / V%A , A \ \ \ P~ ICI
/ / / m m m T / / / / \ ~ \ \ \ \ / \ \ / 1-ZSVG 3-Q / \ / i di Iii ~ LANDSCAPE ARCHITECTURE N
/ / / v ~v v:/ ~'`y , y% 5-JCNC , ~ ~ / / T m ~ , i / i ; , \ / \ ~ \ 3-NDR \ ~ \ \ \ 5-JCNC ` / / / : ~ ~ q ~ Rip-Rap Forebay Areas See Grading McNeely Associates, P.A. , N,
/ / ~ / \ 3-JCNC " ; ~ P.O. Drawer 30126 a, ~~i
r /i/ / / m m m m T m T T , A/ ~//A/'~i/~/~//~ 3 ///r\/ / / ~ /i/ - r i. / / ~ 1 ZSVG ; ~ ~ Raleigh, North Carolina, 27622 ` _ Turf Reinforcement Matte as Specified
1 m m m m T m m m T / \r\\ \ \ ~ T T m m T m T m m T m / / , / / 1 AR / ' i ~ N i 'i fi - - - 919.782.9677 T NI, ',i I i
% ~ 158-LMV ' m T m T m T m m m T m m m / / , A~/\/. . y/vA/~~'`''v 10-NDHD '~y i / ' " / ~ \ \ \ \ \ v , r 3-RIP ~ 'iA/\l~ / ' ' , d ~i 'i
m m T m m m m m m m T T m / / / 1-ICN / / ~ / ~ m T m m m T T m m T m T , , ; . ~ ~ -PT / / / % 5-LCRR \ f ~ \ / 1-AR / \ \ -JCNC \ / ~ , N~', 2-LIM u a~ ~i ® Jute Mesh as Specified s r R u C T u R A L
T T T T T T T T T T T T T / \ ' 3-JCNC / / -JCNC ~ % ' ' / 1-APA _ ~ ~ ~ ~ 6 JCNC ;r a Lassiter-Hopkins-Chang ~ 1P
T m T T T T T T T T 3-p m , j m T 3-NDRP - 28 JCNC 1-ZSU ~ T T T• T m T T T m T T T m -.i / 5-JCNC - N / JC C i, - NN~1-CJY i~'~ 1D15WadeAvenue 3-AR Plant Label (See Plant List): Quantity-ID
m m m m T T T m m T m m m 50-LMV 50-LMV 1-CSY 10-NDRP 16-ICCA 12-RI m m T T T m T T ..T T T T m m / 3-LCRR 50-LMV 1-JCNC ' _ - - _ _ _ ; / / / 5-I N ; / NN'~ ip ~ Raleigh, NC 27805
T m T m m T m T m m T m T T T / / - ~ 50-LMV--- 3-ICN__- z_____i _ 3-ICN, 0-LMV \ 1-CCFP , ~ ~ i % • ~~i i ~ ~ 919.832.5587 T ~ ~ N, 1 Curb R,am ~ Detail Number
T T T T T T T T T T T T / ~ ~ • ~ ~ 3-JCNC ' / -JCNC I r = - ~ 1-CCFP ~ ~ , ; ~ , , , T m T m m m m T m T T T m m m ~ 7-LMV - 5-LMV ' 1 I , ; , ~ Detail Reference Flag
T T T T T T T T T T T T T T T T I " , / ~ 3-NDP.P 50-LMV 3-NDRP ~ ~ ~ 16-iCN v/ 1-INRS " ',N ~ L601 Sheet where Detail is Located \ ,t~ PE.Uif9S, (TECH, ELEC l~ CIVIL °'1-CJY ~
m T T m m T T m T T m m m m T 3-NDRP ~ I T m T m T m m i/ ~ J 1-AJV 5-JCNC 1-AIV -~\~i\~~ ~i T m INCLUDE IN ALTERNATE #5 / / , . / ~ 1-AJV 24 LMV / ' a', ;a , Dewberry & Davis
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