20080828 Ver 1_More Info Received_20080718

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Division of Water Quality
Attn: Cyndi Karoly/Ian McMillan
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
July 18, 2008
4s 1S&EC Project # 10459.W3
yk DWQProject # 08-0828
x
0 u 3 Action ID #2008-01615
DENR 'INAl ER UUAU i
WETLANDS AND STORMWATER BRANGH
Re: Reply to the Division of Water Quality's 06/17/08 request for additional information
White Oak Development
Wake County, North Carolina
Dear Ms. Karoly and Mr. McMillan:
This letter is in response to your letter dated June 17, 2008 which requested additional
information for White Oak Development. The following restates your
questions/comments and is then followed by our response.
Additional Information Requested on June 17, 2008
Per the requirements of the Neuse Riparian Buffer Rule, all
stormwater drainage from this site must be discharged through a
correctly designed level spreader. Level spreader design requirements
are set forth in Chapter 8 of the North Carolina Stormwater BMP
Manual (http://h2o.enr.state.nc.us/su/bmp_forms.htm). Please provide
one Level Spreader Supplement Form for each proposed level
spreader, including the Required Items checklist and all items listed
therein.
We apologize for neglecting to include this information in our original submittal. Please
see the attached revised plan sheets that depict the appropriate level spreaders as well as
the Level Spreader Supplement forms for each one.
2. Please provide a depiction of a proposed BMP (state the type of BMP
you plan to use) on the site plan that is correctly sized based on the
water quality volume.
Charlotte Office:
248 LePhillip Court
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Please see the attached plan sheet C-13. This plan sheet depicts a pre cast stormfilter
produced by Contech. The associated section views and details for the stormfilter are
also included on plan sheet C-13. The constraints on the subject site (i.e. property line set
backs, Resource Conservation Areas and Thoroughfare Buffers) limit the applicant's
ability to design a site that meets minimum zoning requirements (i.e. building square
footage, parking spaces, etc.) for the Town of Apex and set aside enough property to
build a stormwater wet pond and/or a stormwater wetland. Therefore, the applicant is
proposing to use the above mentioned pre cast stormfilter which meets the 85% TSS
removal requirement. The applicant will also be utilizing the Nitrogen Buy Down
program administered through the EEP to satisfy the 30% Nitrogen reduction
requirement.
Please feel free to call me if you require any further explanation.
Sincerely,
- Nicole J. Thomson
Regulatory Specialist
Attachments: 5 copies of Response letter
5 copies of Level Spreader Supplement Forms (LS 1-3)
5 copies of revised Overall Impact Map (full size sheets)
5 copies of Stormwater Filter plan details (full size sheets)
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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
I. PROJECT INFORMATION
Project name White Oak Development
Contact name Stuart Jones
Phone number 919-387-1174
Date July 18, 2008
Drainage area number Level Spreader 3
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 9,034.00 ftz
Impervious surface area 6,567.00 ft2
Percent impervious 72.69 %
Rational C coefficient 0.56
Peak flow from the 1 in/hr storm 0.12 cfs
Time of concentration 5.00 min
Rainfall intensity, 10-yr storm 7.2 in/hr
Peak flow from the 10-yr storm 0.84 cfs
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass 45.00 ft
Width of dense ground cover 67.50 ft
Width of wooded vegetation ft
Total width 112.50 ft
Elevation at downslope base of level lip 423.00 fmsl
Elevation at top of bank of the receiving water 416.00 fmsl
Slope (from level lip to to top of bank) 6.22 %
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area sq ft
Feet of level lip needed per cfs 13 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 inlhr storm? N (Y or N)
Length based on the 10-yr storm? Y (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow cfs
Is a bypass device provided? N (Y or N) A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and ll. Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
13.00 ft Level spreader length OK.
N (Y or N)
(Y or N) Do not complete this section of the worksheet.
(Y or N) Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
cfs Do not complete this section of the worksheet.
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Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2
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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
I. PROJECT INFORMATION
Project name White Oak Development
Contact name Stuart Jones
Phone number 919-387-1174
Date July 18, 2008
Drainage area number Level Spreader 2
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 11,620.00 ftz
Impervious surface area 8,300.00 ftZ
Percent impervious 71.43 %
Rational C coefficient 0.56
Peak flow from the 1 in/hr storm 0.15 cfs
Time of concentration 5.00 min
Rainfall intensity, 10-yrstorm 7.2 in/hr
Peak flow from the 10-yr storm 1.08 cfs
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass 50.00 ft
Width of dense ground cover 50.00 ft
Width of wooded vegetation ft
Total width 100.00 ft
Elevation at downslope base of level lip 422.00 fmsl
Elevation at top of bank of the receiving water 415.20 fmsl
Slope (from level lip to to top of bank) 6.80 %
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area sq ft
Feet of level lip needed per cfs 13 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? N (Y or N)
Length based on the 10-yr storm? Y (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow cfs
Is a bypass device provided? N (Y or N) A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
14.00 ft Level spreader length OK.
N (Y or N)
(Y or N) Do not complete this section of the worksheet.
(Y or N) Do not complete this section of the worksheet.
Do not complete this section of the worksheet,
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
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ft Do not complete this section of the worksheet.
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Form $W401 -Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2
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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
I. PROJECT INFORMATION
Project name White Oak Development
Contact name Stuart Jones
Phone number 919-387-1174
Date July 18, 2008
Drainage area number Level Spreader 1
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bicretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
N (Y or N)
N (Y or N)
N (Y or N)
Y (Y or N) Please complete filter strip characterization below.
Width of grass 60.00 ft
Width of dense ground cover 40.00 ft
Width of wooded vegetation ft
Total width 100.00 ft
Elevation at downslope base of level lip 420.00 fmsl
Elevation at top of bank of the receiving water 414.30 fmsl
Slope (from level lip to to top of bank) 5.70 % OK
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area sq ft
Feet of level lip needed per cfs 13 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? N (Y or N)
Length based on the 10-yr storm? Y (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow cfs
Is a bypass device provided? N (Y or N) A bypass device is not needed.
5,703.00 ft2
4,000.00 ft2
70.14 %
U.Du
0.08 cfs
5.00 min
7.2 in/hr
0.56 cfs
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
13.00 ft Level spreader length OK.
N (Y or N)
(Y or N) Do not complete this section of the worksheet.
(Y or N) Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
cfs Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
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Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2
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7HE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED 50LELY~/~ J C PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. ;~,j ~ ~
GRASS LINING GENERAL NOTES JUTE MESH LINING V ~
SWALE DESIGN ,_,n
B q STORMFILTER BY COMECH STDRMWATER SOLUTIONS; PORTLAND, OR [phone]; SCARBOROUGH, ME [phone]; • ELKRIDGE,MD(866)7403318 VIEW I • ~ 2' 2 2) FILTER CARTRIDGE(S) TO BESIPHON-ACTUATED AND SELF-CLEANING: STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER CM -ENGINEERING DATE PUBLIC WORKS -ENV. PROGRAMS DATE ~ ~ ~
' OF CARTRDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. • . r + BALLAST 3) PRECAST VAULTTO BE CONSTRUCTED IN ACCORDANCE WTRf PSTM C857 AND C858. DETAIL DRAWING REFtECfS DESIGN ~ J
ALTERNATE PIPE (SEE NOTE B) INTEM ONLY. ACUAL DIMENSIONS AND CANFIGURATIONAF STRllCNRE WLL BE SHONM ON PRODUC'(ION SHOP DRAWING. ' ' ~ • / LOCATI(}N (IYP) • ~ 4) STRllGTURE AND ACCESS COVERS TO'MEEf AAShTO H-20 LOAD RATING. • • ~ • • •
' (SEE NOTE 6) 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO WTLEf. IF LE55 DROP IS AVAILABLE, CONTACT CONTECH ~ ~ y.. ~ 'N: STORMWATERSOLUTIONS. CM -TRANSPORTATION DATE PLANNING DATE ~ ~
• 6J INLET AND OUTLET PIPING TOBESPECIFIEDBYENGINEERANDPROVIDEDBYCONTRACTOR. PRECAST STORMFILTERVAULT I ~ . j~ "JUTE MESIi LINING • - ` EQUIPPED WITH ETRIER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. - - ' ~ - COUPLING 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONIECH `J _ W
~ (IYP) (BY STORMWATER SOLUTIONS FOR OTHER OPTIONS. ` t" CAMRACI'OPJ 8) AML-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BA1lABT TO BE SET - - - - CM -BUILDING INSPECTIONS DATE PLANNING -TRANSPORTATION DATE ~ W ~
ALONG ENTIRE IENG'fH OP BOTH SIDES OP THE STRUCTURE. ' ~ , ~t, A 9) ALL STORMFILTERS REQUIRE REGULAR MAIMENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE A, z C
INFORMATION. - 6° \y ~
oUTLETPIPE 8' x 20' PRECAST FREEBOARD ` ' (SEE NOTES SC6) INLET PIPE INLET ~ ~ \ J 30"m FRAME AND STORMFILTERDATA SWALE DESIGN PUBLIC WORKS - WATERJSEWER DATE FIRE _ DATE ~ ~ r~
P (SEE NOYEB St6) BAY STRUCNRE ID • ~ ;a. covERm~P) VIEW 2 oz
OUTLET BAY (SEE NOTE 4) WATER QUALITY flOW RATE (cf9 1.2 ~ - i..•`.• , PEAICFLOWRATE cfs 1.2 ' . PUBLIC WORKS -ELECTRIC. DATE PARKS, RECREATION ~ CULTURAL RES. DATE ~ W
~ • RETURN PERIOD OFPEAK FLOW 10 ' BAFFtE ROW - S OF CARTRIDGES REQUIRED 37 ~ • • ' 'y - FILTRATION SPREADER CARTRIDGE FLOW RATE (Ib OR 7.5 15 3
BAY WALL ' MEDIATYPE CSF PERLITE ZPG PERLffE N,
- _ BAW5T PIPE DATA: LE. MATERIAL DIAMETER - (SEE NOTE B) INIETPIPE91 420:1' RGP IS" 'I C~~ PUBLIC WORKS - S E DATE C 0
8' x 20' STORMFILTER -PLAN VIEW 1 wLET PIPE u2 wA wA WA - ~ / ~ OUTIETPIPE 417.8" RCP 15" V
- HEIGHT RIM m
UNDERDRAIN II~ WIDTH ~ F~-• C
MANIFOLD 424.5' FLOW 424.5' GRASSED SWALE DETAIL 3dm FRAME AND 8' x 20' STORMFILTER -SECTION VIEW B -N
COVER (IYP) GRADE RING - (SEE NOTE 4) (fYP) 2 LADDER YES.. G
P AML-FLOTATION BAU.A5T - "WIDTH HEIGHT wA WA
FLOW SPREADER ~ - NOTESlSPECIAL REQUIREMEMS: _ LLI
(IYP) L LADDER BAFFIFWALL.... , 5 6 9 d' S'-6' -
LEVEL SF 4-6" MIN - ~ ~ trAtl~t1 t5i r. r i! e- ~ t . !.Q F (SEE NOTE 7) ;,F.•r• ;T;f~, j ~r'+~ rj etu,+~t t S7~ LEVEL SPREADER CALCULATIONS:
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L= 13' 221 N. SALEM ST SUITE 200
0' STORMFILTER -SECTION VIEW A' " ;,r` ~ ~ .t, , #';"i', r k. LEV~I Spreader Llp 8' X 2 t r Y ! v~ r .jx~ + ,~N, lrjN7+l t SrY ; i 4tit i s C 4 ,Y ; s s'r a°!° F~ X S ~ , • . . • ~ 3 Layer oC #2 DA
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L= Na 6 649,048 No. 5,624,576, 2 AND O1ryER U.S. AND FOREIGN ' AND OmERU.S. AND FOREIGN PAlEM5 PENgNG _ Qf G'>tCf Stb7 L=14' Office: 919-387-1174, Fax: [phone]
®2008 CONTECH.Starmweler Solu8on9 PAiCIRS PENDwG ®2006 COMEGH SWrmwater SoluOons - 1 1-~ w. v Y ~R w'N0 ALI® ORMFILTER oRAwND
A~~1'1'!'ALJ® 8' x 20' PRECAST STORMFILTER A~?P1'L~ 8 x 20 PRECAST ST ' , #3 DA ~ ~ TOP AND SECTION VIEWS, NOTES AND DATA 2 PLAN AND SECTION VIEWS ~ #3 DA=0.21 AC www.jonescnossen.com
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NOTES:
I . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ~ ~ C ACCORDANCE WITH TOWN OF APEX STANDARDS AND 5PEGIFICATiONS.
2. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY i~
PROVIDED BY ELINGBURG LAND SURVEY COMPANY:
3. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DETAIL.. ~ ~
INFORMATION.
4. NO FEMA MAPPED FLOODPLAIN EXISTS ON TI115 PROPERTY PER FEMA ~ U"j
MAP #3720072100) DATED 02 MAY 2006. ~ W ~ 5. THE DESIGN SPEED FOR THE PUBLIC STREETS IS 35 MPH. THE ~ Z C
POSTED SPEED LIMIT WILL BE 25 MPH. ~
~ s V .TOWN OF APEX REQUIRED NOTES, 0 z
-n NOW OR FORMEP~LY O
` m~ STATE OF NORTH CAROLINA P{N: 0~418~5os7 I . NO SITE DEVELOPMENT ACTIVITY INCLUDING BUT NOT LIMITED TO TESTING, ~ W 3
b ~z -a zoNING: a CLEARING, INSTALLATION OF SSE MEASURES, OR GRADING, SHALL OCCUR UNTIL H
u5E: aFr~cE REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A ~
PROTECTION FENCING .INSTALLATION PERMIT MAYBE OBTAINED AT THE PLANNING V DEPARTMENT OR BY CALLING 9 1 9 249-3426,
o ~ 2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE
s FOOT FOR EACH INCH'OF TREE CALIPER. PROTECTION FENCING MUST BE PLACED ~
G ~ NOW OR FORMERLY CP AT LEAST I 0 FEET AWAY FROM ANY OTHER DESIGNATED RESOURCE
TONY A. CURRIN ti ~ ~~o~ / CONSERVATION AREA, SUCH AS BUT NOT LIMITED TO HISTORIC BUILDINGS,AND ~
PIN: 074 1 7750 1 4 n U~1 ~ 'tG~O'r ~ G~ E ZONING: MI1P 1 ~ \ ~ kR• ;A~ 1 ,lobo r STRUCTURES, WETLANDS,,AND POND5, PROTECTION FENCING MUST BE PLACED G1 E
Sn ~ a02 \ BILE NOMEPARK , ~ USE. MO ` \ 6 ``~k~' ~,p2A~ ALONG THE OUTSIDE LINE OF THE 100-YEAR PCOODPLAIN, .AND THE OUTSIDE EDGE ~ ~6 OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION FENCING MAYBE REQUIRED W
` ~ 1 WIDEN TO wloeN To PROVioe A IN OTHER LOCATIONS CL05E TO CONSTRUCTION ACTIVITY WHERE IT 15 DEEMED
i ~ 35' B-B RC t 1' 35' B-B Roa>DwnY NECESSARY BY THE ZONING ENFORCEMENT OFFICER; SUCH AREAS MAY INCLUDE
~ y 6, ' \N! 7 46':1:5",E 9b• L ~ ,1`1 BUT ARE NOT LIMITED TO COMMON PROPERTY LINES OR NEAR PUBLIC AREAS U
\ \ \ \ 1 ~ ~ (SIDEWALKS, ETC).
U VA~IABLE WI >;1 ~ ~ N 8 °46' 15", E ..660.74'.. ._.T ~ ~ RIGfiT-OF-WAY ~ 5x. 30" cuRB ~ 3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING
~ GuTTeR (TYP) ~ STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED.BUFFER OR PROTECTED 221 N. SALEM 5T AREA (SUCH AS BUT NOT LIMITED T0, RCA AND CRITICAL ROOT ZONES OF TREES, SUITE 200
\ \ ~ TOWN OF AP ~ 1 ~c. 5~ coNCRETe \ / PUBLIC UTfLITY EASEMENTS AND RIGHT5-0F-WAY), AND SHALL BE CONTAINED p0 gOX 1062
\ / 30 VALLEY CUR$ ~ ~ \ PUBLI ACCESS \ ~ " I ~ ~ ti 4 GUTTER IN \ _ m \ I 111 SIuEwALK (TYP) / ENTIRELY ON SITE.
.EXISTING 40' ~ ~ - fARKING AREA. ~ E EM NT ~ ~ _ ~ ~ ~ ~ \ SANI?ARY SEWER • w ~ ~ y \ I Q 4. 51TE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH ~'EX, NC 27502
EASEMENT \ ~ 6'~NCRETE i r,~.,..~ SIDEWALK (TYP) / 4 ~ 4; 1 ~l ~ ~ / A5 BUT NOT LIMITED TO PLAY FIELDS AND GREENWAY TRAILS AND ITEMS TYPICALLY Office: 919-387-1174 ,J , ~ / ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, 51GN5, ETC.} MUST pax: 919-387-3375
\ \ 1 ~ MEET ANY APPLICABLE STANDARDS FOUND IN THE TOWN OF APEX STANDARD J www.jonescnossen.com
10'x70' IGI1T i ~ FORMERLY ~ ~ ~ N c9 ~ \ ~ ~ z: TRIANGLE(P'P) 11/C ~ - ~ ~ SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE
W. CHYLK ~ l ~ TOWN DF APEX PARKS AND RECREATION DEPARTMENT.
PIN: 0741760323 2 \ ~ ? ~ ~ ~ ~ ~ ~ I (TYP) r ° \ i I11Gti~/ISIBILITY ~ ~ ZONING: PC ~ STOP SIGN # \ 6~ ~ ~ 5. THE SCREENING OF LOADING ;DOCKS, TRASH CONTAINERS (INCLUDING
a= \ ? 'vvV \PEDESTRIAN \ USE: VACANT x ~ x STOP B .`5' B_ ~ r?ROSSWALK (TYP) l l \ ~ ~ / ~ DUMPSTERS AND ROLL-OUT CARTS), OUTDOOR STORAGE, MECHANICAL AND HVAC
a \ ~ 1 1 ~ , ~ EQUIPMENT, AND SIMILAR FACILITIES ON THE ROOF, ON THE GROUND, OR ON / BUILDINGS SHALL MEET THE REQUIREMENTS FOUND IN SECTION 8,2.8 OF THE
. \ a 12q~ TAPER Fq' 1 ~ / / i , UNIFIED DEVELOPMENT ORDINANCE; SPECIFICALLY SCREENING. MUST BE DONE SO
1 4t -J / THAT.
EX. 30" CURB # , ` ~ :r F: I I , , . , \ 4-... GUTTER (lYP) ,u . * . \ ...:..i ~ 1 1 ( I. IT IS INCORPORATED INTO THE OVERALL DE51GN THEME OF THE BUILDING
? 1 ~ , AND LANDSCAPE.
1 EX. 5' CONCRETE, ~ / II. SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL MATERIALS OF THE BUILDING OR LANDSCAPE, AND ARE SIMILAR
\ 5 ~ 9, ` I , SIDEWALK (TYP) / ~ . ; ? r \ ~ ._1 I ) IN MATERIALS AND COLOR.
PICNIC \ / / III. SCREENED ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND
~ / Q~ BENCH .4 9 ~ ~ ~ / PUBLIC STREETS, AND A TOTALLY OPAQUE SCREEN IS ACHIEVED. Q
j G~ 'I ® ~ I \ ( \ / ~ ( IV. ANY GROUND-MOUNTED HVAC OR OTHER MECHANICAL ORUTILITY
~`,1 ~ v ~ ~ a.a ,`.;`,;4,, ` _ I 0 S~rRE YARD SUFFER ~ 1 NowoR FORMERLY EQUIPMENT SIX-FEET TALL OR HIGHER MUST BE FENCED AND LANDSCAPED, STATE of NoRTh cAROUNA V. DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS ~
~5 e i PINo 041 s~soa7 THEY MUST BE AT LEAST EIGHT-FEET TALL OR THE HEIGHT OF THE DUMPSTER, V 1 r
\ e-~ ~2INVERTED-U ~,Q `{,:F BICY6L€ RACKS ~ a ZONING: LI ( ~ H USE: OFFICE WHICt1EVER 15 TALLER; AND BE BUILT OF MASONRY MATERIAL.. V
~ h ` 6. RCL REQUIRED 51TE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE
z' Q ~ N/C S~f N , ~ . ~ Cq ~ _ ~ ' . Y ?Y INSTALLED BEFORE A FINAL CERTIFICATE OF OCCUPANCY MAYBE ISSUED FOR ANY
~ \ 9 ; ~ FLAGPOI~S ~ ~ BUILDING WITHIN THAT PHASE. ~
r 7. SITE ITEMS SUCH AS BUT NOT LIMITED TO, LIGHTING, LANDSCAPING
\ rv. s~, , ~ ~ (INCLUDING MULCH), SCREENING (I,E,: DUMPSTERSITRASH,'MECHANICAUHVAC, ~ ETC.}; SITE STABILIZATION (SEEDING), AND PARKING AIJD PAVEMENT Ma,RKING
6 MUST BE COMPLETED-PRIOR TO SCHEDULING A FINAL SITE INSPECTION. ~ 3
1 \ , ~ r Fq ` ~ 8. INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF SITE PLAN APPROVAL
PROCESS. A SEPARATE SIGN PERM11 MUST BE OBTAINED PRIOR TO INSTALLATION
.SURVEYED LOCATION ~ , 4 Sr F(D I \ ~ OF TOP OF BANK 0 Y y'N 1 . nb ~ N ~ ~ ~ OF THE SIGN. MULTIPLE USE LOTS, NON-RESIDENTIAL SUBDIVISIONS, AND LI-- Q
_ rFt ~ \P. ~ X02 ' lrF ` ~3 MULTIPLE TENANT LOTS MUST SUBMIT A MASTER SIGN PLAN FOR APPROVAL O
~ ~ Rob . \ y . PICNIC J (~S ~
"i. NCti \ RESOURCE CONSERVATION ®BE ~ ~ n~
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1 ~ APEX t105PITALITY GROUP LL ' 4L.J V
PIN: 0741753994 ~ ~ 3 ~c ~ _ ~ 0
ZONING. PC \ ~ i ~ 'USE: I10TEUMOTEC-LIMITED 11 I I 8 1 ~ ~ ~ ~
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~ ~ `fig ;.2 COOPER INDUSTRIES, INC. O
` ,~0~~~~~'C y y e~~0 PIN: 0741955642 ZONING: LI
30 5 GPS~ g1 USE: MANUFACTURING J ~
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W OR FORMERLY C . NO THE SIGNATURES AFFIXED BELOW G RTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED 50LELY o
DEPARTMENT OF TRANSPORTATION PER THE CERTIFICATIONS:SIGNED 0 THE. COVER SHEET OFTHESE CONSTRUCTION PLANS.
PIN: 0741755644 ZONING: PC CALF DRP,WN
USE: VACANT / CM -ENGINEERING DATE PUBLIC WORKS -.ENV. PROGRAMS DATE I "=50' JJC
DATE
CM -TRANSPORTATION DATE PLANNING DATE JANUARY 7, 2008.
~h REVISION 2/ 15108 TRC REVISIONS
GM -BUILDING INSPECTIONS ATE PLANNING -TRANSPORTATION` DATE
3/ 14108 TRC REVI510N5
PUBLIC WORKS - WATER/SEWER D TE FIRE DATE
PUBLICWORKS -ELECTRIC DATE PARKS,. RECREATION # CULTURAL RES. DATE o 2s 5o I o0
- REEF
UBLIC WORKS - S ~ E .DATE C_2
i ~RAPhiC SCALE ~~E~
_ 06 102
~III~~
Jul
JUL 1 8 2008
DEAR-WATER QUAUTY
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