20070973 Ver 1_Site Plan_20070607

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PINS 0648786081, 0648789458, 064897 HOLLY SPRINGS, WAKE COUNTY, NORTH C PRELIMINARY PLAN APPROVAL DECEMBER A DEVELOPMENT BY= x75411
CAROLINA INDEX TO SHEE R O rJ 2 0 0 0 SHEET DESCRIPTION ETS
~ N0.
C0.00 TITLE SHEET
C0.01 GENERAL NOTES
C0.02 EXISTING CONDITIONS
SOUTH PARI~C VILLAGE
C11.00-11.02 PLAN AND PROFILES PLANS
INVESTMENTS 1 ~ II, LLC o ~ C12.00-12.06 GRADING AND DRAINAGE PLANS ~ N S
a a~
~ C13.00-13.04 UTILITY PLANS
j 3 C13.05-13.06 SANITARY SEWER PROFILES
7 Piedmont Center
"~~-~"r C14.00-14.06 EROSION CONTROL PLANS
Suite 300
C15.00 SITE DETAILS
3525 Piedmont Road C15.01-C15.02 UTILITY DETAILS
HOLLY SPRINGS CERTIFICATION BLOCK Atlanta, GA 30305 PHONE [phone]
C15.~3 STORM DRAINAGE DETAILS
CERTIFY THAT THESE PLANS WERE PREPARED AND THAT CT5.04-C15.05 EROSION CONTROL DETAILS
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH C15.06-C15.07 EXTENDED WETLAND DETAILS
THE FOLLOWING PLANS, THE LATEST EDITION OF THE FAX [phone]
ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF THE
_ TOWN OF HOLLY SPRINGS AND OTHER APPLICABLE TOWN L10.00-L10.06 LANDSCAPE AND WETLAND PLANTIN L11.0 LANDSCAPE NOTES, PLANT LIST, AN r' L11.01 LANDSCAPE DETAILS AN TING PLANS
ORDINANCES AND POLICIES, THE ENGINEER WHOSE SEAL AND
SIGNATURE APPEAR BELOW CERTIFIES THAT THE TOWN OF T, AND TABLE
HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION _ STANDARDS HAVE BEEN THOROUGHTLY REVIEWED FOR
N
APPLICABILITY TO THIS PARTICULAR PROJECT. ANY
PROPOSED EXCEPTIONS. OR DEVIATIONS FROM THE 11' E
STANDARDS ARE LISTED SPECIFICALLY ON SHEET N/A OF W E
THESE DRAWINGS. S SITE DATA SUMMA
S IMARY
VIRGINIA TOTAL SITE AREA 39.11 ACRES
NORTH CAROLINA CURRENT ZONING CB (COMM PIN NUMBER (COMMERCIAL BUSINESS)
~ EDEN EDEN 0648786081
0648789458
~G 0648975411
OQO ~C~S OXFORD s,~~ MAP BOOK AND PAGE 11111, 1724
501 ~ ~4~44 ~~~s 07246, 0109 09639, 2232
8 5 P LENGTH OF SIDEWALK 2218 LF
LOUISBURG LENGTH OF STREETS 3315 LF
GREENSBORO ~
CONTACTS FREE"s DEVELOPER SOUTH PARK VILLAGE INVESTMENTS I & II, LLC 40 ~ ,T o PROPOSED WATER LINE
70 PROJECT DURHAM ~ 12" DI (PUBLIC) 1934 LF
8" DI (PRIVATE) 1587 LF
7 PIEDMONT CENTER WAKE FOREST PROPOSED SEWER LINE (PUBIC) 2906 LF
SUITE 300 CHAPEL ~}O PROPOSED SANITARY SEWER FLOW 0 GPD
ATLANTA, GA 30305 HILL 44Q RALEIGH ENVIRONMENTAL BUFFERS 0 LE
PHONE: [phone] DISTURBED AREA 39.06 AC
FAX: [phone] ASHBORO BORO 55 CARY+
ATTN: PHIL STEPHENS ~ CIVIL ENGINEER= KIMLEY-HORN AND ASSOCIATES, INC. 64 GARNER CLAYTON
• oP
4~F~s~
~ HOLLY 4O 5`~~
POST OFFICE BOX 33068 SPRINGS
RALEIGH, NC 27636 SANFORD ~4' 95 Q-Pti~~
~y PHONE: [phone] •
FAX: [phone] FUOUAY-VARINA
ATTN: DAN MILLER, P.E. REVisioNs
LANDSCAPE ARCHITECT= KIMLEY-HORN AND ASSOCIATES, INC. PROJECT LOCATION
POST OFFICE BOX 33068
RALEIGH, NC 27636
PHONE: [phone]
FAX: [phone]
ATTN: PAT HART, ASLA
PROJECT LOCH TION PRO NTS P RE LI1V~Il~A~Y ~OJECT SITE
SURVEYORt JOHN A. EDWARDS AND CO.
333 WADE AVENUE 1 ~ = 500'
RALEIGH, NC 27605 2 6/4/07 1st RESPONSE TO TOWN COMM COMMENTS DM
PHONE: [phone] NOT FOR CONSTRUCTION
FAX: [phone]/07 BID SET FOR CLIENTS DM
ATTN: JOHNNY EDWARDS, R.L.S. N0. DATE DESCRIPTION BY
This document, together with the concepts and desi presented herein, as an instrument of services, is inten J designs
PREPARED IN THE OFFICE OF: intended RQ
¦ only for the specific purpose and client for which it ch it was
prepored. Reuse of and improper reliance on this docur without written authorization and adaptation by Kimsey- and Associates, Inc. shall be without liability to Kimley- and Associates. Inc. document Cam`'/•~
mley--Horn SEA •
mley-Horn 028948
¦
a n ccn~~atac n l A 4 1 L ill".. - - - . I -ell
~ r I tai I%A I IVVWVI IWO Copyright Kimsey-Horn and Associates, Inc., 2007
d SEAL:
P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 DATE: JOB NUMBER:

PHONE: [phone] FAX: [phone]
APRIL 16, 2007 011919012

GENERAL NOTES:
LEGEND GRADING:
ON-SITE SIGNAGE, STRIPING, AND PAVEMENT ALl WORK AND MATERIALS SHALL C01 TENSIONAL INFORMATION. NORTH CAROLINA DEPARTMENT OF TR UTILITY NOTES: AND O.S.H.A. STANDARDS. HALL COMPLY WITH ALL TOWN OF HOLLY SPRINGS AND IT OF TRANSPORTATION (NCDOT) REGULATIONS AND CODES
EXISTING DESCRIPTION PROPOSEQ EXISTING DESCRIPTION PROPOSED DESCRIPTION SYMBOL REFER TO DETAIL SHEET C-15.00 FOR DETAILS OF ON-SIT MARKING. REFER TO SITE PLAN FOR ADDITIONAL DIMENSIO E PAVEMENT MARKING DIRECTIONAL ARROWS FALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN,
- - - - - E - - - - UNDERGROUND ELEC TOWN, COUNTY ANO STATE REGULATIQNS AND AlL CONTOURS AND SPOT ELEVATION ALL FILL MATERIAL IS TO BE IN PLACE, ANO COMPACTED BEFORE INSTALLATION OF ALL ELEVATIONS ARE IN REFERENCE T PROPOSED UTILITIES. er THE GENER,4L CONTRACTOR PRIO VISE NOTED. CONTRACTOR SHALL NOTIFY THE TOWN OF HOLY SPRINGS UTILITY INSPECTORS THE CONTRACTOR SHALL IMMEDIATELY EVATIONS REFLECT FINISHED GRADES. :RENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED
- - PROPERTY/ROW - - - - - - - OHE - - - - OVERHEAD ELEC OHE CODES AND O. S.H. A. STANDARDS. OR PRIOR TO GROUND BREAKING.
PROPOSED CONCRETE EDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND
SETBACK -----UT UNDERGROUND TEL ur ALL CURBED RADiI ARE TO BE 10' UNLESS OTHERWISE NO TYPICAL FOR SIMILAR AREAS ~T~~ SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAQ INFORM PROPOSED HANDICAPPED PARKING BETWEEN ACTUAL FIELD CONDITIONS 72-HOURS BEFORE CONNECTING TO ANY EXISTING LINE. FoR iNS7RUCTiOrv aRioR To PROCEEOi INFORMATION TAKEN FROM A SURVEY BY JOHN A. THE CONTRACTOR SHALL 8E RESPONSI IDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT IROCEEDING.
- - - EASEMENT - - - Q TRANSFORMER PAD RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING
EDWARDS AND CO. DATED 1-7-2007. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: UTILITIES, AND SHALL REPAIR ALL DA BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, 8~~ PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 20' DEEP CONSTRUCTION. ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING
CENTERLINE - Dd GATE VALVE N PAVEMENT MARKINGS & SIGNAGE THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRIC TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION O IPF OO CAROLINA DEPT. OF TRANSPORTATION (NCOOT) AND TOWN ~TION OF TRAFFIC AS REQUIRED BY THE NORTH 6" PVC SCHEDULE 40 CONTRACTOR SHALL BLEND NEW EART J TOWN OF HOLLY SPRINGS ENGINEERING DUCTILE IRON PIPE PER AWWA C150 FOR PIPES MORE THAN 20' DEEP EXISTING GRADE. EW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
MONUMENT -CJ- 3Qt LIGHT POLE
DEPARTMENT. ALt_ FILL TO BE COMPACTED PER T'HE WATER LINES SHALL BE AS FOLLOWS: PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER.
---0- IRON PIPE/ROD -o- UTILITY POLE FIRE HYDRANT g' THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON i, IRON PINS, AND PROPERTY CORNERS DURING 6" AND LARGER -DUCTILE IRON PIPE PER AWWA C150 OR SMALLER THAN 3" - LIMITS OF CLEARING SHOWN ON GRADI COPPER TUBE AND FILL SLOPE LIMITS, OR OTHER GR ETE CURBS AND GUTTER AS NECESSARY. THE PROPOSED CONTOURS SHOwN ~N )N GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT ?THER GRADING REQUIREMENTS.
CONSTRUCTION. PROPOSED SPOT ELEVATIONS + 100.00 THE CONTRACTOR SHALL REPLACE EXISTING CONCRETE CU p~ APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO TEMPORARY BENCH MARK T•B~M• CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MU - PROPERTY OWNERS. DOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE
BUILDING ~ FIRE HYDRANT MINIMUM TRENCH WIDTH SHALL BE AT LEAST 18" GREATER THAN OUTSIDE DIAMETER OF FINISHED ELEVATIONS INCLUDING ASP )N TO GRADE ADJACENT PROPERTIES. WHEN FIELD THE PIPE. CoMPLETEDSUNDE~RRTHIS CONTRACTOR )ING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA ;ASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
~ WETLANDS ~ CATCH BASIN ION MUST BE OBTAINED FROM THE AFFECTED TRACT.
PVC SANITARY SEWER MAINS WHICH ARE 3 TO 20 FEET DEEP SHALL REQUIRE BEDDING CONTRACTOR SHALL INSURE POSITIVE 'OSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY
- - - - - - - - - - - EDGE WETLAND SQ~D MANHOLE • FIRELANE JJ~i~// f CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PU THE STANDARDS OF THE NCDOT AND TOWN OF HOLLY SP COORDINATE ALL CURB AND STREET GRADES IN INTERSEC N THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE ~W THE ACTUAL FIELD CONDITIONS AND fHE CONSTRUCTION D INSTRUCTION PRIOR TO PROCEEDING. THE PUBLiC RIGHT-OF-WAY IN ACCORDANCE WITH IN ACCORDANCE WITH TOWN OF HOLLY SPRINGS STANDARD DETAIL HS60. GRAVITY FLOW ACROSS NEW PAVEME LLY SPRINGS. OR SHEET OVERLAND. PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS
- SIGN ~ O POTABLE WELL ALL WATER JOINTS ARE TO 8E PUSH ON TYPE PER AWWA CIII WITH THRUST BLOCKING ANY GRADING, BEYOND THE LIMITS OF TERSECTIONS WITH INSPECTOR. IS SUBJECT TO A FlNE. .IMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN,
STREAM AS CALLED OUT IN TOWN OF HOLLY SPRINGS STANDARD DETAIL HS39. AKEN FROM A TOPOGRAPHIC SURVEY BY JOHN A. EDWARDS
BACKWATER VALVE THE OWNER ANY DISCREPANCIES FOUND BETWEEN TOPOGRAPHIC INFORMATION TAKEN FR ~TION DOCUMENTS AND SHALL WAIT FOR ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" AND CO. DATED t-7-2007.
GRAVEL ROAD VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). TME CONTRACTOR SHALL ADHERE TO GENERAL N.P.D.E.S. PERMIT FOR STOR .CE OF CURB OR EDGE OF PAVEMENT UNLESS CONSTRUCTION ACTIVITIES. IERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE OR STORMWATER DISCHARGE ASSOCIATED WITH
15" RCP ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF
CULVERT EDGE PAVEMENT OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFER STRUCTURE. REFERENCED TO THE OUTSIDE FACE OF THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL WATERLINES. ALL UNSURFACED AREAS DISTURBED IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM OF TOPSOIL, TURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES
0 0 )ISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS
CURBLINE 230.20 CHAIN LINK FENCE 0 THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLE RAMPS x x WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORT REVISIONS FOR ACCESSIBLE RAMP DETAILS). RAMPS AT ALL INTERSECTIONS IN ACCORDANCE LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE OBT NEOTOR SHALL GRASS DISTURBE VSPORTATION STANDARDS MANUAL (LATEST DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CONSTRUCTION SHALL COMPLY WITH A
EDGE WATER BARB WIRE FENCE CRQSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE CONSTRUCTED TO SAME. Y WITH ALL APPLICABLE GOVERNING CODES AND BE
x 0 0 THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING ~E CONTRACTOR IS RESPONSIBLE FO ZED. REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). SHEETING, SHORING, BRACING ANO SP OSHA, FEDERAL, STATE AND LOCAL R ~HTED BY PROGRESS ENERGY AND SHALL BE LINES UNDERGROUND SHAI.I 8E INSTALLED, INSPECTED AND APPROVED BEFORE BACK THE WORK INDICATED ON THESE DRA FILLING. RESPONSIBILITY FOR THE DESIGN(S) T TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH THE CONTRACTOR SHALL INCLUDE IN SIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL
STOCKADE FENCE TREELIN~ o SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF
STONE WALL ADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED INSTALLED PRIOR TO FIRST C.O. :SE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO
- -250- - CONTOURS (MAJOR) 250 IGN(S) TO INSTALL SAID ITEMS.
- - - - - - - - - - - CONTOURS (MINOR) DECIDUOUS TREE O A RECONSTRUCTION MEETING WITH THE TOWN CONSTRUCTI ENGINEER (TEL. [phone]) WILL BE REQUIRED BEFORE BE O ALL ADJACENT ROADWAYS WILL BE LIGHTED BY PROGRESS iTRUCTION INSPECTORS AND ENVIROMENTAL PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND TO CONSTRUCT THE PROJECT AS SHO _UDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY AS SHOWN ON THE PLANS.
-----G GAS ~ 'ORE BEGINNING ANY CONSTURCTION. ELEVATIONS WITH WATER TIGHT LIDS.
AlL Fl~l MATERIALS, EXISTING BUILDIN STRUCTURES, TOPSOIL AND ANY OTHE OGRESS ENERGY AND WNALL BE INSTALLED PRIOR ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION COMPLETELY REMOVED FROM WITHIN T STRENGTH AT 3000 P.S.I. ALL FOUNDATION EXCAVATION SHALL REPRESENTATIVE TO DETERMINE WHET ALl WATERLINES SHALL BE PUBLIC. ALL UNOESIRABI.E MATTER SHALL BE 32 BUILDING FOUNDATIONS, PAVEMENT AND UTILITY iNY OTHER DELETERIOUS MATERIALS SHALL BE
- - - - -W WATER W CONIFEROUS TREE WITHIN THE BEARING ZONE BELOW THE STRUCTURE.
- - - - - SS SEWER SS `~u' TO FIRST C.O. SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL NE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED.
SSF a REQUIRED BY THE GEOTECHNICAL REP THE TOWN OF HOLLY SPRINGS HAS THE RIGHT TO INSPECT ALL PRIVATE GRADES, ELEVATIONS AND LOCATIONS TALL BE REMOVED, BACKFILLED AND COMPACTED AS CAL REPRESENTATIVE.
12'~ RCP SUPER SILT FENCE - - - - - - - - - - - STORM DRAIN CATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
FM FORCE MAIN FM GUARDRAIL o ~ Q WATER SYSTEMS. ENGINEER, THEY MAY BE ADJUSTED T DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. STATIONS, OFFSETS AND ELEVATIONS !USTED TO ACCOMMODATE UNFORESEEN CONDITIONS.
TREE PROTECTION NOTES: MANHOLES AND JUNCTION BOXES, AN SHRUBS OUTSIDE OF CUT/FILL LINES, IN ALL PIPES SHALL BE RCP CLASS Iil, ~OTECTION BARRIERS. THE CONTRACTOR IS EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ?ATIONS REFER TO THE CENTER OF DROP INLETS, ?XES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS.
LIMITS OF - - DISTURBANCE RAILROAD ~C SILT FENCE SF THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS ASS III, UNLESS OTHERWISE NOTED.
ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTI ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AN ZEES AND SHRUBS WHERE POSSIBLE. ANY NEW LINES. CONTRACTOR SHALL ADJUST AND/OR AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO
WHEN RQOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY ASSURE A SMOOTH FIT AND CONTINU .FANCY USING A DISC TRENCHER AND CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF SPOT ELEVATIONS AT EDGE OF ASPHA CONTINUOUS GRADE. )F ASPHALT PAVEMENT OR AT CURB IF CONCRETE
TEMPORARY DIVERSION >TD >TD O BENCHMARK DITCH IMMEDIATELY COVER ALL R00T CUT SURFACES LARGER TH WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS GER THAN TWO INCHES IN DIAMETER WITH TREE THE TOWN OF HOLLY SPRINGS UTILITY DEPARTMENT WITH REGARDS TO PAVEMENT.
TREE PROTECTION TPF ROOTS ARE ADJACENT TO PROPOSED CURB & MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. Ex~ST~NG AND PROPOSED GRADE CON CONTRACTOR IS RESPONSIBLE FOR DE ION MATERIALS, TRAFFIC, BURIAL PITS, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR REMOVAL OF ANY EXISTING UTILITIES LLOWED IN THE TREE PROTECTION ZONE. TREE ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON REMOVED TO THE RIGHT-OF-WAY. kDE CONTOUR INTERVALS SHOWN AT 1 FOOT
STORMWATER AREA GUTTER OR SIDEWALK. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MA TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE
- ~ tV)^ v~ Q J ~ WAY.
CONSTRUCTION ~ DEMOLITION LIMITS • • • ENTRANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, )UTION, GRADING OR CONSTRUCTION BEGINS, AND RECORDS OF THE VRRIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
~~OT REMOVED UNTIL FINAL INSPECTION. Pd0 GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL VE SOIL AND LEAF LITTER UNDISTURBED. ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
U~ CE o ~ o o y' SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH :D WITH GRASS ONLY IN DISTURBED/GRADED APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TQ REQUEST EXACT FIELD LOCATION QF UTILITIES. DRAINAGE:
STRUCTURE TO ~~d BE REMOVED AREAS.
6r~~` TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLI 'DEMOLITION, CLEARING, GRADING OR IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL STORM PIPE SHALL BE AS FOLLOWS U •rTrr~ nn.~c,TO~~~r~n.~ rwr 1. D!`D r~ecc w oco ecru r -LOWS UNLESS OTHERWISE NOTED: ACTU t`_79 WTN 171 17YIRI 17 RI ASTlr RITIIMFN
" I.VIVJ I KUI. AVIV 13tt~IIVJ HIVU IJ NV I I V DC RLMV VGU VIV I IL urv i i~ r~r ICR t,vrv~ ~r~v~. ~~v~v, tX1511NG U IILI IItS WHICH C:UNFLI(; I WI IH IHt h'KUF'UStU IMF'KUVtMtN 15 ' " ~ n.,J t 11 V / V1 11 . . 1. f... .V{~4 . .v v v. • w.
TREE TO ~ TREE PROTECTION FENCE IS TO BE LOCATED 1 FOOT PER T TREE IN THE SETBACK OR RIGHT-OF-WAY. f PER TREE DIAMETER INCH AWAY FROM THE SHOWN ON THE PLANS. GASKETS AT JOINTS. TYPE 2: CLASS IV WHERE INDICATED TYPE 3: ADS N-12 HIGH DENSITY P0 ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES ALL STORM DRAINAGE WITHIN THE PU AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO REINFORCED CONCRETE PIPE. DICATED ON CONSTRUCTION DRAWINGS. NSITY POLYETHYLENE CORRUGATED PIPE- PER ASTM F667
BE REMOVED THE PUBLIC RIGHT-OF-WAY SHALL BE CLASS III
TRAFFIC CONTROL: ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.
SIGN LEGEND PROTECTION ~ ALL PIPE LENGTHS AND SLOPES ARE )EVICES (LATEST EDITION) FOR DETAILS OF CONTRACTOR SHALL COORDINATE WITH ALL UTIIiTY COMPANIES FOR ALl PIPES SHALL 8E LAID ON STRAIG INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 'ES ARE APPROXIMATE.
REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES d STRAIGHT ALIGNMENTS AND EVEN GRADES USING
KEY SIGN TYPE KEY SIGN TYPE STANDARD TRAFFIC CONTROL SIGNS ANO STANDARDS. S. A PIPE LASER OR OTHER ACCURATE t ALL UTILITY MAIN LENGTHS SHOWN ARE APPROXIMATE. SUBSURFACE DRAINAGE FACILITIES MA RIGHT-OF-WAY IF DEEMED NECESSAR ALL EXISTING UTtUTIES PROPOSED TO BE RELOCATED ON THESE PLANS SHALL UNDERGROUND UTILITY LINES SHALL B BE PLACED UNDERGROUND. FOLLOWING STANDARDS IN ADDITION T A. NO MORE THAN 500 LF OF TRE ALL SANITARY SEWER AND WATER DISTRIBUTION SYSTEM WORK TO BE ;URATE METHOD.
PIPE/INLET _ITIES MAY RE REQUIRED IN THE STREET
PROTECTION ECESSARY BY THE INSPECTOR.
SHALL BE INSTALLED IN ACCORDANCE WITH THE )DITION TO OTHER APPLICABLE CRITERIA:
T A T G OF TRENCH MAY BE OPENED AT ONE TIME.
INSTALLED BY A LICENSED UTILITY CONTRACTOR. B. EXCAVATED MATERIAL SHALL BE '3HALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
ERING OPERATIONS SHALL BE FILTERED OR PASSED
WHEN A WATER MAIN CROSSES OVER A SEWER MAIN, THERE MUST BE C. EFFLUENT FROM DEWATERING O EIGHTEEN INCHES OF VERTICAL SEPERATION. IF THE WATER MAIN MUST GO TMROUGH AN APPROVED SEDIMENT 'EDIMENT TRAPPING DEVICE, OR BOTH, AND THAT DOES NOT ADVERSELY AFFECT FLOWING
R4 - 7a W11-1 DISCHARGED IN A MANNER THAT D UNDER THE SEWER MAIN, BOTH THESE LINES MUST BE OF DUCTILE IRON FOR STREAMS OR OFF-SITE PROPERTY. ;OPERTY.
ABBREVIATION LIS (Vj(~(~fo~ O APPROX- APPROXIMATE LIST A DISTANCE OF TEN FEET ON EITHER SIDE OF THE CROSSING WITH A TWELVE INCH VERTICAL SEPERATION. THE CROSSING OF OTHER UNDERGROUND PIPE D. MATERIAL USED FOR BACK-FILLI 4CK-FILLING TRENCHES SHALL BE PROPERLY
REQUIRES A MINIMUM OF TWELVE INCHES OF VERTICAL SEPERATION. ALL COMPACTED IN ORDER TO MINIMIZE MINIMIZE EROSION AND PROMOTE STABILIZATION.
~N~~~sir~ AD- ANGLE DEVIATION DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER. E. DESTABILIZATION SHALL BE ACC WHEN A WATER LINE PASSES OVER OR UNDER A STORM SEWER, VERTICAL EROSION AND SEDIMENT CONTROL SEPERATION OF 18 INCHES SHALL BE MAINTAINED UNLESS BOTH LINES ARE F. APPLICABLE SAFETY REGULATIO OF DUCTILE IRON OR ENCASED IN CONCRETE. A CONCRETE PAD SHALL BE BE ACCOMPLISHED IN ACCORDANCE WITH THE
BVCS- BEGINNING VERTICAL CURV BVCE- BEGINNING VERTICAL CURV T- B - H _ - CMP- CORRUGATED METAL PIPE L CURVE STATION L CURVE ELEVATION ONTROL REGULATIONS.
PIPE GULATIONS SHALL BE COMPLIED WITH,
Q ~ CB- CATCH BASIN CONC- CONCRETE POURED BETWEEN THE TWO. DISTANCES ARE MEASURED FROM OUTSIDE IF ANY EXISTING STRUCTURES TO RE DIAMETER TO OUTSIDE DIAMETER. IT SHALL BE THE CONTRACTORS RES THE EXISTING STRUCTURE AS NECESS ALL NEW UTILITY LINES MUST BE UNDERGROUND CONDITIONS OR BETTER. TO REMAIN ARE DAMAGED DURING CONSTRUCTION
DMH- DRAIN MANHOLE )RS RESPONSIBILITY TO REPAIR AND/OR REPLACE
_ D- DELTA NECESSARY TO RETURN IT TO EXISTING
R4 - 7b W11-2 E- EasT ELIP- ELLIPTICAL ALL STORM PIPE ENTERING STRUCTUR CONNECTION AT STRUCTURE IS WATE ALL STORM STRUCTURES SHALL HAVE STRUCTURES SHALL BE GROUTED TO ASSURE
EX OR EXIST- EXISTING FT- FEET IS WATERTIGHT,
GV- GATE VALVE INVERT FROM INVERT IN TO INVERT O PRECAST STRUCTURES MAY BE USED kLL HAVE A SMOOTH UNIFORM POURED MORTAR NVERT OUT.
T C _ ~On T ~ _ O HC- HANDICAPPED 3E USED AT CONTRACTORS OPTION.
o , o HORIZ- HORIZONTAL p~~~~ ID- INSIDE DIAMETER CATCH BASINS, MANHOLES, FRAMES, REQUIREMENTS OF THE LATEST EDITIO RAMES, GRATES, ETC. SHALL MEET THE ST EDITION OF THE NORTH CAROLINA DEPARTMENT
I.D.- IDENTIFICATION OF TRANSPORTATION STANDARD DET THIS PLAN DETAILS PIPES UP TO 5FT kRD DETAILS AND SPECIFICATIONS.
INV- INVERT ASSOCIATES 11 TO 5FT FROM THE BUILDING FACE. REFER TO
R1-1 R8-3 KHA- KIMI.EY-HORN AND ASSOCI LEN- LENGTH DRAWINGS BY OTHERS FOR BUILDING SUPPLY ANQ INSTALL PIPE ADAPTERS 3UILDING CONNECTIONS. CONTRACTOR SHALL IDAPTERS AS NECESSARY.
NCDENR- NORTH CAROLINA DEP MIN.- MINIMUM JA DEPARTMENT OF ENVIRONMENT ANQ NATURAL RESOURCES ALL STORM SEWER MANHOLES IN PA PAVEMENT, AND SHALL HAVE TRAFFI UNPAVED AREAS SHALL BE 6° ABOV LABElEO "STORM SEWER". S IN PAVED AREAS SHALL BE FLUSH WITH
T p ~ T ~ ~ NA~VD-NNORTHAAMERICANDVERTICA N OR NO- NORTH ATUM TRAFFIC BEARING RING & COVERS. MANHOLES IN
VERTICAL DATUM 5" ABOVE FINISH GRADE. LIDS SHALL BE
NTS- NOT TO SCALE
NIC- NOT W CONTRACT STRUCTURE TOP ELEVATfONS SHOwN SHALL ADJUST AS NECESSARY. SHOWN HERE ARE APPROXIMATE. CONTRACTOR ZY.
R1-2 R5-1 OD- OUTSIDE DIAMETER PI- POINT OF INTERSECTION N FES SHALL HAVE A CONCRETE FOOTE STRUCTURAL SUPPORT. THE CONCRE fE FOOTER PLACED UNDER THE END TO PROVIDE
PT- POINT OF TANGENCY ~p~~D _ ~ PVI- POINT OF VERTICAL CURVATI T K PVC- POLY VINYL-CHLORIDE PIPE ~URVATURE CONCRETE FOOTER SHALL BE 3000 PSI. THE
)E PIPE FOOTER LENGTH SHALL BE 2 FEET A AND 1 FOOT IN FRONT OF THE FES. ' FEET AND SHALL EXTEND 1 FOOT UNDER THE FES AE FES. FOOTER WIDTH SHALL BE 1 FOOT WIDER
I~OtIVU~~ RCPRAREINFORCED CONCRETE PIPE :TE PIPE THAN WTSIDE THE EDGE OF THE PIP FOR PIPES EQUAL OR LESS THAN 18 THE PIPE. FOOTER THICKNESS SHALL BE 1 FOOT THAN 18 INCHES IN DIAMETER AND A 2-FOOT
W1-6 S- SLOPE THICKNESS FOR PIPES GRATER THAN 7..R THAN 18 INCHES IN DIAMETER AND LESS THAN
E - S OR SO- SOUTH 36 INCHES IN DIAMETER. PIPES THA GREATER SHALL HAVE A FOOTER THI NOT NEED A CONCRETE FOOTER. PES THAT ARE 36 INCHES IN DIAMETER ARE )TER THICKNESS OF 3 FEET. TEMPORARY FES's DO
SD- STORM ORAIN SEC- SEDIMENT AND EROSION CO L E MAIN ST SS- SANITARY SEWER .ION CONTROL TER.
R2-1-18 T D3 SWL- SINGLE WH TEOLINE
STA- STATION GROUNDWATER N THE PRESENCE OF GROUNDWATER ANTICIPATED ON THIS PROJECT. C0 INCLUDE CONSIDERATION FOR ADDR ~'RELIlVI~NAR~ R NOTE
SP- SPACE O ~ ~ TBD- TO BE DETERMINED )WATER SHOULD BE
TYP- TYPICAL JECT. CONTRACTOR'S BID SHALL DR ADDRESSING THIS ITEM.
VC- VERTICAL CURVE VERT- VERTICAL
F M - Uv W- WEST T
W15-1 R6-2 NOT FOR CONSTRUCTION
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INVESTMENTS I AND 11, LLC HORIZONTAL SCALE: • SA •.~q-, 1" 40
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - ~N o" TITLE: sca~: VERTICAL SOUTH PAR SEAL N/A ARK VILLAGE
1 810 SET TO CLIENT .03/14/07 - DRAWN BY: - HILLY SPF
CHECKED eP and Associates, Inc. 028948 - Eye SPRINGS, NC
REV. No.: REVISION: OATS: DRAWN BY: CHE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Kimley Hor,, ~ GENER nsso ateseUi~~. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 IRAL NOTES AND LEGEND DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associat B NUMBER: SHEET NUMBER:
A41 LCHECKED BBY; ATTACHED REFERENCE FILES: J08 NUMBER SEAL: ~~~~rrii?~~~ ~ ~ pM 011919 011919012 00.01
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX-- [phone]

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Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX [phone]

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REV. No.: REVISION: DATE: DRAWN BY: °M ~ and Associates, In c. OVERALL SITE PLAN = 028948 oR^,~BY: %~/L DESIGNED BY: ELB
This document, together with the concepts and designs presented herein, os on instrument of service, is intended only for the specific purpose and client for which it was p of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and ~maa~ern°sso ores.` Inc. P.O. BOX 33066 - RALEIGH, NORTH CAROLINA 27636-3068 %~MILLE ~b~~ CHECKED D JOB NUMBER: SHEET NUMBER:
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REV. No.: REVISION: DATE: DRAWN 8Y: PLAN & PROFILE --,~~%•FNGIN~~k~~ DESIGNED BY.
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was pr of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Copyright Kimley-Horn and Associates, Inc., 2007 t was prepared. Reuse >rn and Associates. inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3088 CHECK 0 BB Y: ATTACHED REFERENCE FILES: JO STATION 21+00-29+00 SEAL: DM 00 JOB NUMBER: SHEET NUMBER:
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INVESTMENTS I AND II, LLC ",.j , • HORIZONTAL
K mley Horn TITLE: VERTICAL SCALE: SOUTH P EAL s = NSA -I PARK VILLAGE
I BID SET 03/14/07 - D' ~ : 0 DRAWN BY HOLLY ,Y SPRINGS, NC
NN BY- CHECKED BY' and Associates, Inc. io~~ a~a `n°ss~ai s`ui~~. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 028948 LL GRADING AND ELB
REV. Na.: REVISION: DATE: DRAWN 8Y: OVERA i~ :,NG'' DESIGNED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was pi of and improper reliance on this document without written authorization and adaptotion by Kimley-Horn and Associates, Inc. sholl be without liability to Kimley-Horn and BY: ATTACHED REFERENCE FILES: J //11111111~~ i 48 NUMBER: SHEET NUMBER-
PHONE: [phone] FAX: [phone] DRAINAGE PLAN MIL iE 0ACHECKED ELB SEAL: DM 011919012 C12.00
Copyright Kimley-Horn and Associates, Inc., 2007

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PRELIMINARY
NOT FOR CONSTRUCTION
CLIENT: °A~` PROJECT:
PREPARED IN THE OFFICE OF: _ _ SOUTH PARK VILLAGE ` ""(~"p"''''' 4 , 6 0' ~ - - - ~ lrliR~~ ~~~/ice HORIZONTAL SCALE:
INVESTMENTS I AND II, LLCM ~ ' , 18948 140 SQUTH VERTICAL SCALE:
'H PARK VILLAGE
os/a/o7 - DM Kimley Horn TI TLE. EAL N/A H4LLY LY SPRINGS, NC
2 FIRST RESPONSE TO TOWN COMMENTS lot 02~ - DRAWN BY:
03/14/07 - 1 BID SET TO CLIENT GRADING AND DRAINAGE ELB w DESIGNED BY:
DATE: BRAWN E DRAWN BY: CHECKED Br. ~ and Associates, Inc. ;n it was prepared. Reuse -Horn and Associates, Int P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 ELB JOB NUMBER: SHEET NUMBER:
REV. No.; REVISION: . PLAN ~ CHECKED BY: ATTACHED REFERENCE FILES: 011919012 C12.01
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liobility to Kimley-Horn a SEAL:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: (M) 677-2000 Fax: (ats) 677-2050

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INVESTMENTS I AND 11, LLC o~; , HORIZONTAL SCALE: 40
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - o" Klmley - Horn TI TAE: 119- I PARK VILLAGE
1 BID SET TO CLIENT 03/14/07 - HAL41 ~ VERTICAL SAE: soUTH P _ / HOLLY Y SPRINGS, NC
` DRAWN BY: 49 ELB
REV. No.: REVISION: DATE: DRAWN BY: ;AWN BY: CHECKED BY: and G1 °M Associates, Inc. GRADING AND DRAINAGE 02894-8 3DESIGNED BY:
This document, together with the concepts and designs presented herein, os an instrument of service, is intended only for the specific purpose and client for which it was pr of and improper reliance on this document without written authorization and odoptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Copyright Kimley-Horn and Associates, Inc., 2007 t was prepared. Reuse ern and Associates, inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 JOB NUMBER: SHEET NUMBER-
PHONE [phone] FAX= [phone] CHECKED 8Y: ATTACHED REFERENCE FILES: JOE SEAL: 4e DM PLAN ~ ELB 011919012 C12.02

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CB-19
CB - 26 = 452, 00 A G~-20 CB-21 ASS R ~ RIM= 456.00 R=2000.00 I s`~~ \ 454 RIM= 452.00 ~ ~71~W IN= 446.21 10.00 Oh
j , ' A.19'Yd't2" ~ = 4 ,51 S = - RIM 53 VIN 441,48 CB 20 S h 30 LF - _ = 443:6 21) ~a
r RIM= 456.00 ~r ji % INV IN= 449.11 ~56, 00 S _ INV IN- 447.11 CB 27 _ INV IN- 445,25 CB 26 _ ~ 0, 60~ 449.11 ~ _ INV IN- 447.61 CB-39 _ - INV IN 445.75 CB 32 I N V III'-~ 448.66 p~4~11~" 4g INV IN= rs~~yy INV OUT=~~k~5.,,7
f / t ; t~ , ~ INV OUT= 448. . - 18 RGP T- 448.61 , INV OUT- 446,61 - INV OUT- 441,38 INV OUT= 442.12
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. 0% 6 ~0 4 45 30" RCP 92LF ~ 0.70% 48"RCP~y2 LF 98 LF ~y~j ~ 0.70 ~y0~ - 36 RCP 7,
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r' ~ 133 f ~ y ~F / ce-2s-- j ~ ~ 0.68 ~ RIM= 455. 4 INV OUT= ~ CB- 32 - 28 ~ ~ 457 15" RCP Tall=15.67 ~ •F
RIM = 452.00 I= 455.97 CB-39 452.00 dr0'S3'S2" = 446.15 ~ 01-30 ~ \l
INV IN= 446.1; OUT= 449,29 / RIM= 453.38 INV UT= 44fi 0 INV OUT= 447.91 IT= 446.05 % ~ q?`~ ~ NV OUTS 448.23 1 r\
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~ i~ ` ~ / INV IN= 447.35 ~ ~ ~t \ ~ ~ 459
INV OUT= .447.34 1 ~ ~ % \ INV IN= 446.66 _ . ~ INV OUT= 446.56 ~8-29 ~ l
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~ , / / ~ J J _ ..r.._. i ) 459 ~ ~
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I~ (TYP.) ~ ~ ~ ` ~ ~ f .'~l ~ / j INV OUT= 451.77
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P PAR IN THE OFFICE OF: RE ED ¦ s¦ ¦ ¦ ¦
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Kimley Horn INVESTMENTS I AND 11, LLC SO N9~'1ry VERTICAL SCALE-. SOUTH P -I PARK VILLAGE
2 FIRST RESPONSE 70 TOWN COMMENTS 06/4/07 - - DM TITLE: HAL = N/A
= 1 BID SET TO CLIENT 03/14/07 - ` DRAWN BY. HOLLY .Y SPRINGS, NC
)RANR~i BY: CHECKED BY: it wos prepared. Reuse ELB GRADING AND DRAINAGE 0289/48
REV. Na.; REVISION: DATE: DRAWN BY: °M and Associates, Inc. DESIGNED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Horn and Associates, inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 PLAN CHECKED BBY: ATTACHED REFERENCE FILES: J SEAL; DM JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: (M) 677-2000 Fix: [phone] 011919012 C12.03

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PR PARED IN THE OFFICE OF: E ~ ~ r ~ i~
INVESTMENTS I AND 11, LLC HORIZONTAL SCALE: ~ESS,,, _ 40 s OUTH P ql VERTICAL SCALE:
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/47 - _ Klmley Horn T,TLE HAL N/A HOLLY 028948 \ WN By. PARK VILLAGE
1 BID SET TO CLIENT 03/14/07 - DRAM Y SPRINGS, NC
4 and Associates, Inc. G '~N BY.- CHECKED ex:
REV. NO. REVISION: DATE: DRAWN BY: °M ~ AND DRAINAGE ELB \3-\A~ oESIcNELB.
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was pre oeU Inc. ~o and" Associates, P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27638-3068 ATTACHED REFERENCE FILES: JOB JOB NUMBER: SHEET NUMBER:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] PLAN CHECKED BY: SEAL: ~~~"till 111~1~ ~ DM--- 011919012 C12.04

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2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - TITLE: SEAL N/A HOLLY 028948
- t BID SET TO CLIENT 03/14/07 - BRAWN BY: Y SPRINGS, NC
RAVM BY: CHECKED 8T: and Associates, Inc. G o~~oaod °rnsso~iotesReuse
REV. No.; REVISION: DATE: DRAWN BY: - ~ ~ GRADING AND DRAINAGE ELB ///,•.~yG`'~~`,• `3DESIGNED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was pr of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Inc. P.O. BOX 33068 - RALEW, NORTH CAROLINA 27636-3066 JOB NUMBER: SHEET NUMBER:
PHONE: [phone] FAX: (919) 6T7-2050 PLAN M~LLCHECKS QB; ATTACHED REFERENCE FILES: J SEAL: ~~~ii~iiii~~~~ b.0 DM 011919012 C12.05
Copyright Kimley-Horn and Associates, Inc., 2007

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.Y SPRINGS, NC
- 1 BID SET TO CLIENT 03/14/07 - )Rn'hN BY: CHECKED BT: GRADING AND DRAINAGE ELB ~ N~~,,. DESIGNED BY:
REV. No.: REVISION: DATE: DRAWN BY: ~ and Associates, Inc. G ELB ATTACHED REFERENCE FILES: d SEAL: 0' DM JOB NUMBER: SHEET NUMBER:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was p of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and CHE CKED BY: PLAN Aft`\ 011919012 C12.06
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TITLE: ;AWN BY: CHECKED BY: and Associates, t was prepored. Reuse Inc. ~ ~ VERTICAL SCALE: %SOUTH PA EAL I PARK VILLAGE
- 03/14/07 I BID SET DM. Klmley Horn NSA HOLLY Y SPRINGS, NC
REV. No.: REVISION: DATE: DRAWN BY: • X2894$ ELB
This document, together with the concepts and designs presented herein as on instrument of service is intended only for the specific purpose and client for which it was pri OVERALL UTILITY PLAN = ~ = 1 DRAWN BY: %cm DESIGNED BY:
of and improper reliance on this document without written authorization and adoPtotion by KimleY-Horn and Associates, Inc. shall be without liability to KimleY-Horn and ern and Associotes. inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 CHECKED BBY: ATTACHED REFERENCE FILES: J0 DM JOB NUMBER: SHEET NUMBER-
Copyright KimleY-Horn and Associates Inc. 2007 PHONE: [phone] FAX [phone] SEAL: ~ 011919012 C13.00

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DATE:
PREPARED IN THE OFFICE OF: CLIENT: SOUTH PARK VILLAGE ~ 4 16 0~ PROJECT: rn~„
INVESTMENTS I AND II, LLC V~/ / HORIZONTAL SCALE: Ess~o6. 1" = 40 SOUTH P VERTICAL SCALE:
- 2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 KlmleymHorn - TITLE: SEAL ~ - N/A i PARK VILLAGE
03/14/07 - 1 BID SET TO CLIENT Y SPRINGS, NC
DATE: DRAWN BY- RAWN BY: CHECKED BY: 028948 . DRAM BY: HOLLY UTILITY PLAN ELB
REV, No.. REVISION, _ °M and Associates Inc. it was prepared. Reuse ~ NG` DESIGNED BY: ~ 1 ~ ~ l> A E LB ATTACHED REFERENCE FILES: JO /j
with the concepts and designs presented herein, os an instrument of service, for the is intended only specific purpose and client for which it was pr This document, together Horn and Associates Inc, shall be without liobility to Kimley-Horn and of and improper reliance on this document without written authorization and adaptation by Kim{ey- ors aid Associates, Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 ~ ,~M' CHECKED BY: SEAL: f~ DM JOB NUMBER: SHEET NUMBER:
Copyright KimleYHorn and Associates, Inc. 2007 PHONE: [phone] FAX [phone] 011919012 013.01

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INVESTMENTS 1 AND II, LLC HORIZONTAL SCALE: ll~l Us/ \ SEAL0)
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - KTITLE I PARK VILLAGE
1 BID SET TO CLIENT 03/14/07 - ~ ~ VERTICAL SCALE: SOUTH P 028948 ~ - DRAWN BY:
DATE: DRAWN BY: REV. Na.: REVISION: 'nvm BY: CHECKED er: HOLLY ' ELB Y SPRINGS, NC
Inc ~ and Associates, . UTILITY PLAN DESIGNED 6Y:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was pr of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Copyright Kimley-Horn and Associotes, Inc., 2007 ELB JOB NUMBER: SHEET NUMBER:
i, woa~e °rAssociates, r`~'i~~. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: [phone] FAX [phone] BY: ATTACHED REFERENCE FILES: JO DM CHECKED SEAL: 011919012 013.02

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THE OFFICE OF; PREPARED IN . ¦ ¦ SOUTH PARK VILLAGE . _ ~~~AR~;';%,, H ZONTAI SOCALE;
INVESTMENTS I AND 11, LLU : ssio,~;91!~.y'; 1 40 'SOUTH AL = VERTICAL SCALE: 028
H PARK VILLAGE
os/a/a7 - Klmley Horn TITLE:
Q FIRST RESPONSE TO TOWN COMMENTS 03/14/07 - HOLLY Q DRAWN 8Y: 9A .Y SPRINGS, NC
1 BID SET TO CLIENT `r~.* \ ELB DESIGNED BY: ~~9~ UTILITY PLAN 0-411
DATE: DRAWN B REV. No.: REVISION: - °M ~ and Associates, Inc. oanvaa BY: cNeaco BY: ELB JOB NUMBER: SHEET NUMBER:
This document, together with the concepts and designs presented herein, os on instrument of service, is intended only for the specific purpose and client for which it was of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates. Inc. shall be without liability to Kimley-Horn on( it was prepared. Reuse Ham and associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 BY: ATTACHED REFERENCE FILES: SEAL: CHECKED 011919012 C13.03
Copyright Kimley-Horn and Associates, Inc., 2007 PHONES [phone] FAX= [phone]

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1 >i t 3 5 t ~ ~e•w"' 1 ~ t PRELIMINARY
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i ,
R P R IN THE QFFICE OF; ' PEAED aA~: ~fi~~~ i~~ ~
~ r~ ~ ~ t ~ ~i ~i ,
INVESTMENTS I AND 11, LLQ
_ DM Kimley Horn TITLE: S OUTH VERTICAL SCALE: rH PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - . SEAL N/A
i BID SET TO CLIENT 03/14/07 - oRaww BY- HOLLY 028948 ,LY SPRINGS, NC
JW% ~ and Associates, Inc. DRAWN Br: CHECKED Br: ich it was prepared. Reuse !y-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 ELB
REV. No.: REVISION: DATE: DRAWN EROSION CONTROL PLAN DESIGNED BY: ..,IN,.• ~ ELB
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it wa of Qnd improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn i kf/LLCHECKED BY: ATTACHED REFERENCE FILES: J08 NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] SEAL: b,0 DM 011919012 C14.00

_ r~. x~, r o,. w. . ~ .
CONSTRUCTION SEQUENCE
n 1. INSTALL TREE PROTECTION FENCING AND HAVE IT INSPECTED AND APPROVED BY THE TOWN OF HOLLY SPRINGS.
2. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, (HEATHER KEEPER AT [phone]). OB 3. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, SKIMMER BASINS, ANA OTHER M PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. PREPARE A SEEDBED, FERTILIZE, LIME, SEED, MULCH AND ASP BERMS ANO BASINS IMMEDIATELY AFTER CONSTRUCTION. D9). OBTAIN A LAND-DISTURBING PERMIT.
tHER MEASURES AS SHOWN ON THE APPROVED
ND ASPHALT TACK TEMPORARY DIVERSIONS,
4. CALL FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO OBTAIN A CERTIFICATE OF COMPLIANCE.
5. GRADE OUT ANO WETLAND 1. INSTALL RISER AND BARREL.
6. BORE AND JACK 60" PIPE UNDER NC HWY 55 BYPASS.
7. INSTALL STORM DRAINAGE TO ROUTE OFFSITE FLOW FROM ACROSS AVENT FERRY ROAD AND REAR OF SITE TO PROPOSED 60" ED 60" CULVERT UNDER NC HWY 55 BYPASS.
ROUTE FLOWS VIA STORM DRAINAGE PIPES TO WETLAND 1.
8. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ALL DEVICES SHALL BE MAINTAINED AT LEAST ONCE A WEEK GRADE SITE. WEEK AND AFTER EVERY RAIN. ROUGH
. 9. INSTALL STORM DRAINAGE, AND PROTECT CATCH BASIN CURB INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, PROTECT AR INLET PROTECTION, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. SEDIMENT BASINS ARE TO RE DRAINAGE TO BE INSTALLED BEGINNING AT THE DISCHARGE POINT AND CONTINUING UPSTREAM UNTIL THE DIFFERENT RUNS INT TEMPORARY INLET PROTECTION AT THE PIPE INLET AT THE END OF EACH DAY OF CONSTRUCTION. ECT AREA DRAIN/YARD INLETS WITH STANDARD
/ TO REMAIN UNTIL NUMBER 8, BELOW. STORM JNS INTERCEPT OFF-SITE FLOWS. PROVIDE
r •n~,,, 1
~ 10. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. PREPARE A S AND ASPHALT TACK ALL DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF COMP~ETtON OF ANY PHASE OF CONSTRUCTION OR S CONSTRUCTION. RE A SEEDBED, FERTILIZE, LIME, SEED, MULCH V OR STOPPAGE OF WORK ON ANY PHASE OF
~+y 1
t i ~ ~ NVIRONMENTAL ENGINEER.
yo. M ~ 1 11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR AN INSPECTION BY THE ENVIRON vr, 12. IF SITE IS APPROVED, REMOVE TE~APORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE A REMAINING PERMANENT EROSION CONTROL DEVICES. SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED.
~5~~ v 31LIZE ANY RESULTING BARE AREAS. ALL
i' Y w.` 1
t tiyy ~~ti N ~ 13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE CIVIL ENGINEER. OBTAIN A CERTIFI ~ CERTIFICATE OF COMPLETION.
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r ~ ~t j ~7 r i ! f 1 ! `f ~ I i DISTURBED AREA 9.21 AC 453 ~ ` W LLJ
f ! / ~ i r r / / r r ~ j ~ i~ SURFACE AREA REQUIRED 8,475 IN
t f i ~ ,i...'' i ~ SURFACE AREA PROVIDED 9,800 IN _ _ 1 1 - J VOLUME REQUIRED 16,574 IN ui
1 } r - . ,f J ~ ~ ~ r j 1 - i t .r--""` I ~ ~ , 457 1 z
,r~ / c r i t t+ i' ~ ~ 1 VOLUME PROVIDED 27,354 IN ~ ^r.,_.--~--'" STORAGE DEPTH 4 FT I L I
i ~ ~ 'f t } ~ ,~r ~ ~ I ~ TOP OF BERM 149 ~ x 79 FT 454.50 1 ~ ~ \ ~
~ 1 rf ~ l r '4 , i ~ EMGY. SPILLWAY LENGTH 28 FT 453.00 ~ ` `tip \ ~
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40 0 20 40 80 160
( IN FEET 1 inch = 40 ft.
PRELIMINA'."DY
NOT FOR CONSTRUCTION
~ ~~~~i~~~i~ri~i,,~ 4 16 07
PREPARED IN THE OFFICE OF: ~ CLIENT: ¦ ¦ ¦ ¦ SOUTH PARK VILLAGE PROJECT: ~ ' . . ~ ¦ „ C_ARD~ ~ ~i~ HORIZONTAL SCALE:
lNVEbTMl=N I ti I ANU 11, LLU - QFESSIp~y .9' 1 = 40
H PARK VILLAGE
DM F"O"_ KimieymHorn TI TLE SEAL `ERncN/scai.E: SOUTH • ~ DRAWN BY:
Q FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - - HOLLY 028948 J ~ ELB _Y SPRINGS, NC
1 BID SET TO CLIENT 03/14/07 DATE: DRAWN B REV. No.: REVISION: - DM ~ E DRAWN BY: CHECKED BY, IMF and Associates, Inc. 43 DESIGNED BY: ~
EROSION CONTROL PLAN E LB ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
an instrument of service, is intended only for the specific purpose and client for which it was This document, together with the concepts and designs presented herein, as '-HO~~ aoerA~ociatese inc. P.O. BOX 33066 - RALEIGH, NORTH CAROLINA 27636-3068 CHECKED BY: 011919012 C14.01
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn a Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] SEAL: DM

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• ~ y^: 3,034 SF SURFACE AREA PROVIDED 5,000 IN fl r I I~ ~ ! /
y 4,050 SF - VOLUME REC]UIRED 9,333 W 4,433 CF U TP A R VOLUME PROVIDED 12,759 IN / jt / I / l ~
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{ ~ ~ 9,986 CF STORAGE DEPTH 4 FT J d' 1
~ % I s ~ i 2 FT ~ TOP OF BERM 109 i x 59 FT 465.5Q r ,r ; r . t ' , r
.~y 1 19 x 54 FT 455.50 DIVERSION DITCH ~ EMGY. SPILLWAY LENGTH 16 FT 464.00 ~t i t~ . r 1 ~ ~ f; !
3 _ r'' ~ k i l 10 FT 454.00 (T~~) BOTTOM OF BASIN s 79 ! x 29 FT 460.50 / f~ ; j iy
7 ~ Ir 5 i9 x 24 FT 450.50 ~ SKIMMER SIZE 3 IN ~l ff l~ ~ 7 r ~
J '~•'r. ~ \ .i F ~i ~ ti r~ SKIMMER ORIF~E DIAMETER 2.5 IN ~ 's r ~ .i ~ i ~ f~
r 4~ r SILT FENCE l j t TYP, ' ~ JJ ! r ! ~ _ ~
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PRELIMINARY
NOT FOR CONSTRUCTION
oAT~:
PREPARED IN THE OFFICE OF: CLIENT: r, 1. ~ A 11,. .
INVESTMENTS I AND 11, LLC HORIZONTAL SCALE: 1 40) EssioN.q=
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - Klmley Horn - DM TITLE: SOUTH F K VERTICAL scnLe: H PARK VILLAGE
1 BID SET TO CLIENT 03/14/07 - • EAL ? N/A HOLLY _Y SPRINGS, NC
DRAWN BY: CHECKED BY: an Associates, h it wos prepared. Reuse -Horn and Associates, inc. P.O. BOX 330M -RALEIGH, NORTH CAROLINA 27636-3068 028948 BRAWN 8Y: EBB
REV. No.: REVISION: DATE: DRAWN B . _ °M nc DESIGNED BY: EROSION CONTROL PLAN
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it wos of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn or Ul LCHECKED BY; ATTACHED REFERENCE FILES- B JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX= [phone] SEAL. • DM NEW 011919012 C14.02

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'7~~ NOT FOR CONSTRUCTION
FFi F: ' T CE 0 N HE 0 PR PARED I DATE; 1111111 J J
E ~ ~ ~ ~ ~ / ~ - - - ~ ~ / . ~i. N11R17nNT41 S(:dl f•
INVESTMENTS I AND II, LLG ' Ess~o~~!~~~%J _1" = 40 SOUTH IN.
_ Kimsey-Horn TITLE: 9 Q vERncnL scn~: A PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - SEAL N/A
1 BID SET TO CLIENT 03/14/07 - DRAWN BY; HOLLY - 028948 EROSION CONTROL PLAN .Y SPRINGS, NC
DATE: DRAWN 8Y REV. No.: REVISION; )anvm eve CHECKED BY: and Associates, Inc. El - ~ ~ _ • ELB 41 ~~/it . N~`,~. DESIGNED BY:
ELB ATTACHED REFERENCE FILES: JA41L I.1~~~~~ CHECKED BY: JOB NUMBER: SHEET NUMBER:
This document, together with the concepts and designs presented herein, os an instrument of service, is intended only for the specific purpose and client for which it was p of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimsey-Horn and Ho~~ aid °rassoc Associates, Reuse . P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 011919012 C14.06
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] SEAS: DM

PAVEMENT SCHEDULE PAVEMENT NT SCHEDULE
q~ 1,/8"R PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE
t/2' ~ 6~ ? ~~b C ~ (OVERLAY), TYPE S9.58, AT AN AVERAGE RATE OF 168 LBS. R ~ 2~-6" CONCRETE CURB AN PER SQ. YARD. 1RB AND GUTTER
l/1" R
t/B" R.. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
Z ~ "'j, _ f2' O TYPE S9.56, AT AN AVERAGE RATE OF 168 LBS. PER SQ. 2 1'-6" CONCRETE CURB AND C Z YARD IN EACH OF TWO LAYERS. iR8 AND GUTTER
T 6- r
PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.58, AT AN AVERAGE RATE OF t12 LBS. O 5' WIDE SIDEWALK - 4" CO C3 PER SQ. Y0. PER 7" DEPTH, TO BE PLACED IN LAYERS NOT
a ~-1 s=s• DESIGN BASELINE - 4" CONCRETE
TRAN~SVEF2S~ E3(PAtJS10N JQINT LESS THAN 3" IN DEPTH
FROMF E~~ATION 44' ACCESS EASEMENT PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE
SECTION A-A D'~ COURSE, TYPE 119.08, AT AN AVERAGE RATE OF 342 L6S. n EARTH MATERIAL
72' ~d' S7AN0 RDACURB PER SQ. YARD. `~J
PROP. VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE
9• g. D 2 COURSE, TYPE 119.08, AT AN AVERAGE RATE OF 114 LBS. O EXISTING PAVEMENT PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT
T~ffi74 ra` ~a+R LESS THAN 2.25" IN DEPTH OR GREATER THAN 4" IN DEPTH.
a~ J~ ' 2.5' 13~ 13' 2.5' 3' LANE WIDTH LANE WIDTH PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE O VARIABLE MILLING
E 1 B25.OB, AT AN AVERAGE RATE OF 570 LBS. PER SQ. YARD.
~z' , (REQUIRED IN AREAS LESS THAN OR EQUAL TO 6' WIDE.
YA~.LEY CURB AND GUl'~'ER 8 3/4" 3~,~.~ SIDE EIEVATIUN ~ "'T AREAS > 6~ MAY BE SUBSTITUTED WITH Jt)
NOTES: ~._8. T C2 C1 R1 T PROP. VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, O VARIABLE DEPTH ASPHALT TYPE B25.OB AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. (SEE STANDARD WEDGING D O PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 3" ;PHALT PAVEMENT AGING DETAIL THIS SHEET)
1. GQNGREfiE SHJII.L ~E 3,400 P,S.i. .02 ~ 2.089 2.089 ~ .02
2. CON7RACTf~N dOtNl'S StiAtt. 8E SP!aGED R7 10' INTERVALS. (15' SPi1CIN~ WILL M~D1AN CURB ANO GUTTER E2 IN DEPTH OR GREATER THAN 5.5" IN DEPTH. NOTE: PAVEMENT EDGE SLOPES A ;XISTING (REQUIRED IN AREAS LESS THAN OR EQUAL TO 6' WIDE. )PES ARE 1:1 UNLESS OTHERWISE SHOWN
BE ALLOWED WHEN X MACHINE IS USES) S~D£ ELEVATION EwsnNC ~ ~ 3~ ~ XISTIN caouNO ~P~' MqX ROUN cRnaE To TH~s uNE J1 .12
3. RERibYAL Of ANIf PORTION OF CURB ANO GU'R'ER SHALL REOUtRE FULL REMOVAL ANO FtEpIAGEMENT SO THAT NO LOMGtTl~01NA~ SEAMS AR€ CREATED. ROUND AREAS > 6' MAY BE SUBSTITUTED WITH J2)
MNNTAiN 64~ MAX. BEfWE£N JOIiVTS bR AT ALL RIGID OBJEC7$. J1 PROP. 10" AGGREGATE BASE COURSE
ORAWiNG NOT ZO SCAIE (MAY BE SUBSTITUTED WITH El)
STAIttDARO DL~"TA/L NUMBER.• HSt 1 nm. ricer a• e~ a•
S~T~~NDARO ~01~lCRETE CURB ANQ GUTTER ~Ar~ RE~s~avs ~ n~~~y idly n~,s J2 PROP. VAR. DEPTH AGGREGATE BASE COURSE.
fiQRftt f.~~~~5 TOtNN ~OF HD~.L Y SPRINGS ENGIi'~IEER/NG L7EPAR 7MEN7' (MAY BE SUBSTITUTED WITH E2)
VILLAGE WALK DRIVE
3
sr~rrr~~Ra s'- s~ cuRe a~
G'UT tf'R
5' S• 2.5' 0-12'
a+ • ~ ~d~ s' s, NAUENING
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A.B.C, ~pP
S EXISTING J2 Jt C1
GROUND GRADE TO THIS UNE
r
RALPH STEUENS LOOP ROAD
h~l~TES:
1, STONE !5 REQUiREEt~ UNf1ER ALL TYPES 0~ CUR$ AND GUTTER 4N STREETS
2. STONE 15 t~Q~ REQ~iiRED 4N PARKING LOTS aRAwiNG NAT Tn SCi4LE
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Z O ~
o ~ TYPE I BARRICADE TYPE III BARRICADE H ~
1 < . i 2' MINIMUM 4' MINIMUM - Qa a
r-~~I~ClJ 45° 1 ~~~t~ LL.J~HZ
~ hm-~ Z -1 2 { 8" _ 12" NP . 8" _ 12" T ~ _ ~ ~ ~ O $I „ ALTERNATE ORAN~iE 8i WHITE STRIPES I j I 8"-12" NP. OO~~=
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w~---- ~x, runo~w. own ANO ~oa~ r+t rnr. ~+rs ~cr t~ toe . n+r~ ~ 1Nvf; ~I DF.S~iiED TO t~MIY Mt1Fti '1l11.E e i t QF fNE AOII ~DOMMIG.. ~ Oit ,tArll~kV Y6, ty4^~ TYPE II BARRICADE PERMANENT BARRICADE
l.lli9' Mti1Et~;CIIA9t RMtP'S SMIALL 9E MMIOM~O AT, I~OCIt1i0Mt .A6 1Ii(1NRI ..QN T+~ t~l/ffI$ 0~ A$ 4fi4EC1E4 9Y 1hl YMMAiI~' Ral,Wi'! ~ l y1N;i ~ LiD 9QICA1~0 ik 0[T1~A.S, MGWEVER, i'NE tOfa110M MAC ~ A11JU8't~A IMY 1FIE i sriMM61IE i uca+F P~CtE3~, i1RC DROP, 91t,E1'3 ETC. AFFECT tNrlCt]Aillt. YrrM~' iPilCkitS' a Y ~ i 8' MINIMUM END-OF-REAM NIM~IIM IICATI0N9
AX ALL lQtAhONS, tIQ1' lE9S 1kAk ?FEET OF pull I~dNf CUAI) 3Wtll PU~Cd7 9>:1Nf~K 14~ RAMPS. M~ ~ ~ ixa ~ i'tEi)~TK~N9FMP Ta ~ dam i>f THE sr+~t. s. iacM 9I.OP'E o+r tiff tnM».~+wii ia~ s>~l acEm / t 1 srt. ~ i 45 ~ _L
12 y ` !N KO CASE Si!IALI iMiE 1MQM OF fNE >i1Fl~lCflAtR RAMP iE 1!"9S 1Fb4N r0 f3 -4~. i1011'E1~R, 1Y~TN MIA QICEEO Ki'. 'O 45° j z w
' MAtti A 9iDE1WR IM dt1EII t0 ObTAR! A ROU~'si rMOM-sib t1'PE SuRlr+~. TYPI C~ATIQN OF' 1. tiBE cd t~TAiL .SMOwIN'G Cl4l., L fit. ~l1iU e"-~2" rrv. zd
'~MiEELf~hIA~R >7Ak~IPS, PEDESTRIAN iif t~llli. 8. A 1 f ? bdrort JIfMIP Will. r!E 11~lill~ rlli0lE 1ME OdR~irit MI~Eli~1 ' DONS Ci~Q5SV~tALKS AND STt~P BARS Z MINIMI~t ~ ~ ~
>~+a. ~ e~ ~ ~o a~ r~ ~ ~~noN z~wl~ woul~ ~ s. Maroc ~scaw~I aMr>s~wc ai~i.rs~iaD er el~ctoto ttiE alra~cy+a+ raoa. csct ~ i~r 80,• w _---f ~
so- ~ ~ ~ or'~+r . +o. ~ c~rr Aiq t~ ~sri~ c~oll~rr<x u~pl. ~ ~ Sao ttw~ w+u rAtl tlttiltl ~ ~'iNgII dM01SIrKlc tJi~S. ~ I -C Fr-i t MINIMUM - f ~ N ALTERNATE ORANfiE 8 WHITE STRIPES j ~ i j 20" TYP ~ rn = -f 20" TYP. H ~S
a TFE Pooana~ c+ioa+rw+lx ~ ei: a tom. ~ ~ r~ o~ so' t:, n+r ?ai ~~+I a+ ar~Ar~t ~ t» ~ .
. i2. ~ t101t1Mllx. PEiMB~ONLAR 10.1ME .W# 6A1~. !MIKE 1E 1~1 M~ fi R4 AlllyOltSAlif TQ, ~CIIIE t?IE P'09R tiEiMN? iNlNpl WMCII's AID F~! Si'OP N ~ iM~I1 A 1pAfY1C, 9fSNK . . i' fRIY, YA~~" R~pUS' ~ 81011 OR Oftlti! lEglll . Ati (INtflAMl. ARIKaACH b1tEMM MiAY AEOU~ 1!E P'illt~kN? OF '!qE ti~~' A3IAMIS ~ N W ~ ~ ~ ~ D ALTERNATE RED 8 NMITE STPIPES o W H
~ ~ IN~EE 10 1iE 10 x1iE ~ iM1~MI1Y. A f at ZO FAT Wac i!F PE~Ii~ll CND~YMIt. +3. NIIbc11C SNiLL ~ ~o z GENERAL NOTES D W a
MCMM~dim. N(X . i~ A4l PAM9RYliT ii1AIMI1Mb6 SAKI 8E ADC0I~N~E 7Fk ii?~dT Cb"fi0N.9F 1hff IirY~Mi1. i tlEilr~iC o~ot QE4~8 p~1'c0 m action ~ ~ HaMr«i awcx,rK v o ~
L1Y[ ttp TMIE ~ A1~iE' r ~ ~ ~ ~ -TYPE I AND TYPE II BARRICADE8 ARE NOF~tALLY USED WHERE TRAFFIC IS TO BE MAINTAINED. U3E TYPE III BARRICADES FOR TEMPORARY ROAD rn ~ 0 CL08URE8. PERMANENT BARRICADES ARE U8ED FOR NON-WORK ZONE APPLICATIONS WHEN THE END OF A ROADWAY REQUIRES TO BE BARRICADED. oC
I:. ' i=p~ F"'~ m ~ -EXTEND BARRICADES ACCROSS THE ENTIRE ROADWAY WHEN USED TO CLOSE A ROADWAY. PLACE THE BARRICADES ac
3EE M01~ J H y ~ IN A STAGGERED PATTERN MMERE LOCAL TRAFFIC MUST BE MAINTAINED. ~ m ~
~ H -USE RETROREFLECTIVE FACES ALONG RAIL 8IDES FACINfi TRAFFIC. i Z S W a ~ ~ ~
G~;~IL SHOwENG TYPICAL LOCA7faN OF WHEELCHAIR RAi~PS, PEDESTRIAN f;{~l~SSV~AI#CS ~ ~ -NOMINAL WMBER SIZES ARE SATISFACTORY FOR RAIL WIDTH DIMENSIONS. J ~
ANO STOP BARS FOR rEE lNTER5~CTION ~ .n -ALTERNATE OAANfiE AND WHITE RETROREFLECTIVE STRIPES ON WORK ZONE BARRICADE RAILS, SLOPED DOWNWARD TOWARDS THE SIDE YIMICH ~ TRAFFIC IS TO PASS, OR TURN IN DETOURING. SLOPE THE STRIPES DOYYNWARD TOWARD THE CENTER OF THE BARRICADE, OR BARRICADES ~ ~ WHERE NO TURNS ARE INTENDED. USE RED AND WHITE STRIPES FOR PERMANENT BARRICADES. w Z ~ W
OfZAAWING NpT Tp SCALE ~ z -USE 6 INCHES WIDE STRIPES. U8E 4 INCH &TRIPES WHERE RAIl8 ARE LE38 THAN 36 INCHES LON(a. W
/ H~Cd~ A NUM$~' T N ARD DET SAd m eavn or -THE MINIMUM RAIL LENdTH IS 24 INCNEB, EXCEPT FOR BARRICADES THAT ARE USED ON EXPRESSWAYS, FfiEEWAYS, AND OTHER HIQN SPEED pOADWAYS a rs ~ ~
1 EA t ~ J L ~G ~,31 ~1~~ D r?9s r~ ~ ~ WHERE A MINIMUM OF 270 SQUARE INCH REFLECTIVE AREA IS REQUIRED PER RAIL.
narTrr rAnf)?.Ih.i ...,1. ,,7,.-. . ~ a• r1' v H F~ ll~ N~IN ! c. L Y R L -SUPPORT BARRICADES IN A MANNER THAT WILL ALLOW THEM TO BE SEEN BY THE MOTORIST, AND PROVIDE A STABLE SUPPORT NOT EASILY BLOWN OVER BY THE WIND, OR TRAFFIC. INCLUDE 8UPPORTB FOR TYPE I BARRICADES AND OTHER UNSTRIPED RAILS NECESSARY TO PROVIDE STABILITY.
~ USE LIOHTWEI~HT SUPPORTS AND DO NOT USE RIGID SWAY BRACING FOR `A" FRAME DE3ION8. i i
-USE SANDBA03 PLACED ON THE LOWER PART OF THE FRAME FOR BALLASTING. 00 NOT PLACE SANOBAti3 ON TOP OF A STRIPED RAIL. SHEET 1 OF 1 p0 NOT BALLAST BARRICADES BY HEAW OBJECTS SUCH AS ROCKS, CHUNKS OF CONCRETE Ofl OTHER ITEMS THAT VYOULD CAUSE DAMAGE IF SHEET 1 OF 1
1 THE BARRICADE IS STRUCK BY A VEHICLE. ~ 1145.01 1145.01
PREPARED IN THE OFFICE OF: ~r CLIENT: °A PROJECT: SC~U~'H PARK VILLAGE .,~~"'r'~';;~~~~,, 4~~s~o~
¦
INV,-maw mow 1~ ff ESTMENTS I AND 11, LLC ...`.:H..,~; HORIZONTAL SCALE: EESS,o~..~.~ 1 40 SOUTH • VERTICAL SCALE:
Kimle orn - DM TITLE: -I PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 03 14/07 - EAR lei N/A DRAM BY: HOLLY .Y SPRINGS, NC
1 BID SET TO CLIENT 028948 ~ ELB
DATE: DRAWN BY: REV. No.: REVISION. °M )RAWN BY: CHECKED BY: and ssoc~ates n~. SITE DETAILS ••FN DESIGNED BY:
with the concepts and designs presented herein as on instrument of service is intended only for the specific purpose and client This document, together f r which it was p it was prepared. Reuse -Torn and Associates, Inc. P.Q. BOX 3306$ - RALEIGH, NORTH CAROLINA 27636-3068 ATTACHED REFERENCE FILES: J CHECK ELB O BY.. JOB NUMBER: SHEET NUMBER.
0 o of and improper reliance on this document without written authorization and adaptation by KlmleY-Horn and Associates, Inc: shall be without liability SEAL: ~ DM 011919012 C15.00
Copyright KimleY-Horn and Associates Inc. 2007 PHONE= 919) 677-2000 FAX= [phone]

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2~~ 6 3. CONCRETE SF~ALL NOT CONTACT BOLTS L?R EN175 0~ IAEGtlANIC DRAINING fii~T TO SCALE SI. c
NOTES:
t . 70P 0~ BIOGKiNG TO 6E 2" FROM CrYt~CR£T~' ~!R(JST ~cOCK HYbRi0.NT WEEP HOLES. 1. L4CA,TION SHi~ULD BE C(70'RQINATED WITH fVCDOT
1/3 C. Y. A7 JOOd PSJ 2. HY(7i2AIV'T T£E MAY QE SUBSTITUTED ALONG STATE MAINTAINED ROADWAY'S.
FOR OJ.P. NIPPLE ANb ROOQING. SCALE 2. FIYORA#~TS Nt?T TO AE ~.OCATED tN RADIUS.
DRAWING hOT 70 5CAi.E DRAWING IVOT TO SCALE
S ~NlJA D I~E~ ~4iL IM~'JM £R.•H~3 ~A l~1 C~ ~ R d VA ~E R OD D I ~1 ~ o,~ ~ ~EV~sio~r~ :R.'H~30 r~~e r~awn.x rnr t~~r sw _ . art t~f'
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MAJN ~ t ~ VAL bE'
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2. VALVE OPEFtAt?AFG NUT AAUS't 8E EXTENt7ED S FaiIP£L~ 9.1G'~`~tta~ . ~ TWA7 T!•tE OEPTti t~ NO GREATER THAN 6' P THE SURFACE USING A MANUFACTURER APPR EKT'EPlStOfJ KIT, ENt7ED SQ iaN 6' ~RaM NO~T~ES_
_R APPROVED THIS DETAII. S~tAlL Af'WLY t3NLY ~Cl TEMPORARY CAPPING. P~Rh1ANEtvT D£AO ENO UNES TO 8~
~L~~ IN AGCOF2DANC6 WITH D6'fAIL HS29.
S~CTIQN BL~GIk'/NG 3. PREGIST CONCREi'E ENCASEMENT IS ,~1.LOwED OWTSIpE OF PAV~q AREAS.
oaaw~r~c Noy ra scA~E SGAIE DftAYdING NOT 7'0 5Ci4L£
-i- STi4ND~l~O (.~E~AIL lVUMBE'R.• hl53 p~~Jf~A~D VALVE BaX I~lSTALLA~iO~( :'R.• hl534 mw,-~r S7`ANpAf?0 DE7`All MUM6ER.• H535 nK. TOx9 pF
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ry., R T„ c n n ai. i n a ~'G?W!t! C?F HOLL SPRlIVGS E/V~!IVEERING IJFPAR .7'MEiV T R t 'S I~R l11 l'.~NOl1~A
T~ lMN ~F HOL L Y SF'h'I!W GS EN~fN£f iRING ~Ef>,4 R 7~fE'~V 1'
PREPARED IN THE OFFICE OF: CLIENT: S(~t 1TH PARK VILLAGE °"4'~~F ~n~ PROJECT:
H011ZONTAL 4COALE
INVESTMENTS I AND II, LLC .~H.. S~oN•%q = SOUTH VERTICAL SCALE:
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - _ Klmle y =Horn T,TLE -I PARK VILLAGE
1 BID SET TO CLIENT 03/14/07 - EAR 9l .i = N/A - HOLLY DRAWN BY; X28948 = ELB .Y SPRINGS, NC
>Rnvm er: cNecueo BY: and Associates, Inc.
REV. No.: REVISION:. DATE: DRAWN BY: °M ~ UTILITY DETAILS DESIGNED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was p of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and ELB //~~~`•MJLL`CHECKED BYATTACHED REFERENCE FILES: J ''~~,?i?i~~~~~ DM JOB NUMBER: SHEET NUMBER-
Copyright Kimley-Horn and Associates, Inc., 2007 io~~aooerA~o~ates`u~~. P.O. BOX 33068 - RALEKAH, NORTH CAROLINA 27638-3068 PHONE: [phone] FAX: [phone] 011919012 015.01

STAMD.~iRL~ AtANN'AtE - g° j~~ R/NC AiKO ~'4bE'R ~ AI~fX ?0'
8~ AIANt10C£ BREAK PGNNT
p b
MINIMUM CONCRETE BLOCKING C.Y. 3 ~~Q~ M ~
NC3M. PIPE TEES do 90" 45' 22 1 J2' 1 1 1 /4' _ ~ ~ ~ f + ! pU?. IN. DEAD ENDS BEND BEND BEND KENO USF fOllJ4 J/$ /NL)Y rlNCtIEVP ~ BtX. T3' Td BQt 7 FR.fIII~ s ECf.E'N11PlC TAPL~R . ~ , o
1 TO S~Al~7'P. USE ftt7P£ UNlT ry
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r BASE 1hWT ~ r
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SfX/IJ CONCRETE BLOCKfi9RlCK ~ A/Olf7`AR /MYEi4T AR +elP£GAS'1' iN~'£RT AI~'~'7fNC
20 2:0 ~.o ~ 2/~ a/4 ~ l2 SPE'CIF/CA AtnVS . P/Pf •t r .
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NQ~~; •GONCRETE SHI+~LL BE 34bQ P:3.1. MtX.
NOTES: ~ s' e~nanrc
1.4 MIL PLJiS~"iC MUST 8~ WRA~PgD AROlIMD At1 f?ftpVGS PRIOR Tfl POtJRUlVG C4A+CR8T~. 1. ANY M,4t~iHOLE OAR 20' fN bEPTH SHAM BF 5' iPl QIAMETER.
2. t~i0 CONCRETE SHALL CC1titER 80LT5 OR Gt~ANDS. n~AWING NOT TO SCALE 2. N~ f~kAfi Tt)PS i41,tDVYED. DRANfING N0~ TO SGAl.E
STANDARD DE~AlL NUMBER.- M539 ern- ?~+c~r STAf~ID~R[~ PRECAST CC~NCR~TE MAN~OL~ STANDARD D£r~fL M~~s~R:HS~s ~x qy ~ AA TF i~EU/SiONS ~ ~~y
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TOINr'V OF h'OLL Y SPf?/~1/G~' E74lGIIWEER/NG dEPA~4TMEN T ~ ^ ~ t ~ p ~ { ~~s TOWN QF HCJLC Y SPN/IUGS EN~fI+lEE'Rl/V~ DEPARTHlEN T M ~ ~ , „ ~ A A 6 L ~ 1 A WA
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i ~J~~ + CfJItHPSE ElO~U'RSE
2. 5TEf'S TO PROTRUDE 5" FROM FACE dF STRUCTURE WALL, AND ft9tA4 t_.-1 ~o
SHALL WITHSTAh1D A 1/ER7ICAL L4A0 _ ~'Z~ as 75 I r i t8" M/hJ. i ~ ~ ± ~ CCJwAACI~T? Y BAGYCf?LL ci: ~1 f
0~ 400 L~5. ANd A HORIZONTAL PULL OLifi LOAD 0~ 1000 LB~•
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STD AIANtK,~E` RlNC AND COVE77
PLAN SECTION
9~ ~~y 1. ,J' f =i0 4"
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t . ALL btANH01..E C~OV~ERS TO i~ilNE 2 Ht7LE5 OfVLY.
i~OTES: ~ 1. ALI. COVERS Ttl ElE IAf~E.~EO Pl~OPERLY. Z. US€ SOLIQ lID ON AtL MANHOLES LOCATEt1 !N LOW RREAS i~ ROAD vROF~tE .
2. AlL MANHOLES 3' ABbwE 104 YEAR FLOQD ELEVATIC3N. C~?A~~L i 3, MANHOLE RING TO 9E BQLTE~ AS SWOWN W/ROPE A4~STIG
~NCl~P~ULA1`EL~ STEAL STEP 3. MMbOLE CREEx 2' A6QVE `.~0 YEAR FLfl00 ELEVATION. , SEAL BETWEEN FRAME AND SPAC£R.
DRAWING NOT TO SCRLE ORkWi?dG iVt7T TQ SCALE
pi~?w~n~c NoT to sCAtE
STA~JC~Af~D MANHOLE RIhIG AND DOVER 1=OR OUTSlpE QF PAVEMENT S~'~NDARD ,DETAIL NUMBER.•I~S49 t~•~'~~+~w ST Dot TE REtilSJONS ~ STANDARD dwf~t,NH(7~E RING ANG CCIVER ENCASEMENT STANt1AR0 DElAI,~ NUMB R.•HS51 ~?~~r~~+~.
pi H v L ~ ~ T f ~ DA T£D REI~/S14N~ NuM~ER.~ HS47 S i~,s T0 TOVYN OF h't~LL Y SPRll4tGS E11fGlfIIEERJNG' L7EPARTIIr1ENT n„are f.4RhtIr+A FAR MANHOLES LOCATED IN ~'AVEd AREAS DA T£ REVl5/ONS
T~ ~ L .S~R~~~i J~ ~~~aj~~~~~~~ ~~P/Q ~ r~~~ r ~ v K r n r. ~ n a i n ~ TD tNN OF HOGt Y SPRIf1~GS ~fUGlNEERIaVG DEPARTMENT n ~ ~ . M ~ ~ ~ 0... ry
sx~~a~p Kan~+~a_£
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1. FO 5F C(3N~"kt1!::'t:(:? FAR ALL DROPS O~JER 30".
2. APPR~JI~EQ ~ L1RE!P t,A~WHOLES i~AAY ~E USED.
3. Qtl~S?DE' LAG^~ R~' USED ONLY WITH APPROVAL 8~' QIFtECTOR bP EiVGi1~ERlhlG DRAW~tVG NOT Td SCALE
- S7AA~I?,4RD' I3E7A/L NUA~IBER.• H552 ~ M
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r~ wn~ ;-rA~:~c. ~ Y SpRrN~S ~N~iNEERrNG DfPAR T,~EN T , ~ , „ G A R L R 1 1 ~ 1A
PREPARED IN THE OFFICE OF: CLIENT:
t t t 4 16 07 PROJECT: SOUTH PARK VILLAGE ~A~:
INVESTMENTS I AND 11, LL(; 'ESS1q y , "~^I;V1\IHL40;~:
_ Kimley-horn T,TLE VERTICAL SCALE: SOUTH P -I PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - SEAL 't N/A
1 BID SET TO CLIENT 03/14/07 - DRAWN BY: HOLLY 028948 = ELB .Y SPRINGS, NC
REV. No.: REVISION: DATE: DRAWN BY: ianvm BY., cNCweo ar: °M ~ and Associates, Inc.
This document, together with the concepts and. designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was p UTILITY DETAILS 4 Z7DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and ±o~~ aocfe n°~o<ates~ui~~. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 MILL~N.~~ CHECK 0 BBY; ATTACHED REFERENCE FILES: J SEAL: ~ DM J08 NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] 011919012 C15.02

- - _
YP T
A ` V R 2fl FEET ~N Q~PTH OE ~N P'TH. O~ U~' T~ ~C
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. t" PER CalJRS~' ~ ~ ~ fi~R B GYdiJR3~'-=+-'-~~ ~aR ~5~;~ LOApVIYh l.A. A~' Y 8E'
~D' CIA Y BE FAA 1 DR ~ EC~N~IC ~'t~ME ~8 G v z
i` j ~11lV: ,1 A~A~ . 6" . ~ ~ DETAIL 8HOYNING TYPES OF GRATES 2~'d ° Q
i ( ~ ( i P ~lS~C Cfi~'1~T' P1! ~"tl' GMT L ~~o~ USE ACCORDING. TO WATER FLOW. 2 ~ ~~~~j
. i ~ 1 v BU1'Y~ ~ d'Ui'Yl RU~'~ ~ . R 6 rp~n~tn B-___ u..~ ~z~xy oo~xZ
' t iu , ~ ~ , ~ 1 ~ 97 1- V O z = N o o ~-TYPE „G„TYPE „E„ -.-TYPE ~,F„ A ~OD~O~~ ~~~0011o A nJ- ~ ~n ~ _ ~ Z C~
Z - Z ~ ~ M T T ~ ~ y„ 0 J
y ; . K • ~tp~' AND ~ ~ ~ D ---WATER FLOYV SAGi WATER FLOW - ~ ~~O j ~rI ~ j0l l(lo ~ ~ ~9~" z ~ M a~
IN S~'DN~' B~D~lNG Al~~AR N ~ ~ d o 0 _ _ - _ _ _ _ - , W
' i ~ 2 s 1~~~ O
PII~IE" ~ T ~ I ~ ~t A. I~.. ~.A
. ~e . ~ SECTION B-B
O ~ 1~"' 2'~" I Q Z ~
t.-_ ~ ~ ~ z WATER FLOW SAa WATER FLO1N p O Q
M . m ~ H SECTION A-A ~ _ _
~C~~~~1V
P~.AN Z m = LTYPE "F" TYPE ,rE" TYPE „G" TYPE - E ~ Z Q
~ ~ ~ RAIS%'F H~(3H BROW 2~~~ p a ~ - ~ N~ °d
NC}TES: ~ RAISED FLOYV ARROW ~ 2~$ _ ~ ~ p
1: EITHER SC)t..iQ 8RIC1S. 50LIt3 ~~C?CK fJR I'~tECRST GONCR~'T£ MAY BE US£0. N O Yom" HIGH ~1 D ~ D 1~ Z -
2, F4R ~4" R.C.t~. AND ± ~0.R~ER USE PfPE DIA. PLUS 12° ~'(3~i hAIWiML?b1 lN~,Id~ [1tM~N5K?N. GRAI'~I"1 iNi.E"~'S Si~{ALL NQ? 9E USEQ W!~'FlIN TRAVE! AREJtS VMITHtJUT ~'01NN EW~iNEER'5 v 4 0 ~ ~~ta- - O ~ E.. ~n
AP~'RtJ1~Al. 1N~ N RAYS DZ~ ~ 11~t,~ ~ tn~ O ~ ~ z
4. STAN(}AR{7 STEPS RE4L~IR~t3 ~ 15" t~.~. V~HER'~ 4EP'TH E~tCf.~OS 3'. DRAWING NO'f t0 SCALE I ~ . i-1 ~ Q~ ~ i ~rr O O ~ a~ H W W
STANIJARD DE`l'A1C, NUA+IBER.• H563 'Ild T/NCN Af ' 111E 1 C111~'! Qlt" V ~A ~ r A r ~~i D 7D 1~~~ ~ J,~„1 \ / 11'2 ~ 1~„R ) w t` O
STANC}A€~D YA~'~ INLET 11TH CRATE AND FRAMs DATE RE~s~d~vs ~pr#~x~s ~J N l A i.
7~O~Yl4~ CF H~L L Y S~'RINGS E.IV~'~NEEf~ING ~~PARTi~lEN T r., n T L ^ n ~ ' " a ri MflTi'IM CAKU4i"iJ~
~ ° SECTION A-A '1 ~ ~
5~iALLOW ~FYPE iWTERME~~ATE TYPE (4'X4') DEEP TYPE (a`X5') F~ OR CESS IM DEPTN) (6 RE£T Tp 3p FEET iN pEFTH) (WEF 20 fEEi M OEPTN)
NI MEET 2 OF 2 TYPE - F TYPE G c~~ SECTION A-A SHEET 2 OF 2 840.03 840.03
GENERAL NOTES: Z
p FRAME GRATE ANO H O m BA K OF CURB USE CLASS "B" CONCRETE THROUGHOUT. H O p G SEE T ,NO. 840.03 / F~ r u tt ~ p m Z N O ~ Q ~ ~ S~ EXPANSION JOINTS ~ Q
B' OWE G~NTFR ~ ~REkVf D -i i PROVIDE ALL CATCH BASINS OVER 9.6 IN DEPTH WITH STEPS 12 Q ~ X Q ~ 1 -0 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 540.88. Q f~ Z - F- ry 2 8•• E~
p rr rr Z ~ U O ~ TOP ELEVATION OPTIONAL CONSTRUCTION • MONOLITHIC POUR, 2 KEYWAY, OR ~Y4 BAR DOWELS AT N H O ~p „ p r r' 11 O • o• ~ : ~ . ~ o~ ' • o• ~ . o• ; ~ 12 CENTERS AS DIRECTED BY T}# ENGINEER . W J a N Z t1 ;~V ~rNrO~ ~ 4~.8~~ 4,,8.. r~„~ rpT•~y g" ~ s" ~~oHV Z rt1 Z = k4 BARS "V" _ ~ 8T0. x40.03 FRAME, 0 0 O. = Z
STi1NDARD i'; , 5TFP5 1b' dV m 2 Y - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM 9LA8. f Z~ D ~ ~ _ F"i ° ~ ~ lj O ~ -'I A - _ _ _ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W tL O n , rr S ~ = m 3"- - F- V ~ O~
= D m m 3-., AS SHOWN ON STD. N0. 840.00. F" C) O v "1'1 ~ a• . ~ B o Z ~ r r rr n n n u Q 1"I ~ 8' = E TYPE 'E F AND G GRATES UNLESS OTHERWISE INDICATED. ~ p O 8 US = Z W ~ i O ~ t-' ~ ~ D D ~~71C$6A~`€$ ~ ~ 1111 - OVATE 8 HOOD- W lL S O i r' ?Q-~=~2'
{ ~ M r" FOR 8 -0 IN HEIGHT OA LESS USE 8 WALLS AND BOTTOM SLAB. QYER LL ' O u . n '.u ~ n n ~ H O ~ B 3 8'-0" TO 16'-0 IN HEIGHT USE 8 WAlLB AND BOTTOM SLAB. ADJUST O C i C) ~ Z I ~ - m _ _ _ _ - O
ti ~ ~ f 8~ ',t . Z ~ ~ ~.o • , .v~~ QUANTITIES ACC~iDINGLY. r ~ • ~ ~ F-i .a' • •c .v ~ .c _ _ D ~ o~.' .a!` ° 9 MAT I ~ D . • a. p.. , o. CONSTRUCT WITH PIPE CROWNS CH NG F- N ;H N~ I R y PLAN ~H
. _ a ~ N ° 0 PLAN N TE CHAMFER ALL EXPOSED CORNERS 1 . W V~ SEE 0 ~ O . X O ~ O ~ Z ~ ~ ~ LL ~ ~ ~ ~ CUNB AND f~UUT'fER WITH CATCH BASIN ON 8TEEP ORADEB ~ Q ~
Z SECTION X • X DRAWINQ NOT TO SCALE . I TOP„ ELEVATION• ~ r: 1 ~ W I ~ w ELEV. EXPANSION JOINT 8~~
FJi'r~ tpPATf, d IlQgD fYfik~ G9A7L~; 8 IKXID S/C,Ih~ B£AOgVIC ~PEYI~0.0+7~ A+OA3~E' ~PEIPy DOT d{O.t1EJIC APMi~ 6~AJ~ ! m m m i~ o~ m~ USE ON FIAT --r----- --j----- ~ OHADE8-24 AND UNDER
Pl~14 D.O f, S?ZL 6~tt4t3C TOP ELEVATI~1 C---._.__--.___
- ~ - - - . rwu~e Aye wru r+uw STEPS STO. N0. 840.86 E O.N . 40. STEPS -STD. N0. 840.88 r n r• nl ~ I~ ~ I ~ , 1, DEPRESSED QUTTER LINE S,f 3 O : 3.0 EXPANSION JOINT ( m
~ CEO t2` w { ~G'11~ ~ -0 ~ ~ $rr Err , .r 6" - v ' - ~ TOP ELEVATION I . PLAN OF TOP SLAB SECTION S-S
8 i y ,var m excs~n s' ~ m a ' O Z .:.L..arQt. m ~ ELEVATION z o t7 Z
:~n~ ' ~r s' m ao' ~ ors sa' ~ rr E -.~I O r rr . + 8 6 8 _ . to N +n NORMAL CURB AND QiJTTER ON LIQHT GRADE8 W O M r Z C'3 H
..t N . , u• ; p. . u... r. u.. 8 W r: 2 ~r; = m d ~ NORMAL GUTTER LINE Z W n W = N EXPANSION JOINT n N a ~ 8 m
N~ = a ~ ~ ~ 'q' p c 6 _ ~ Q 111 cn , . ~ a m SECTION Y•Y o~ . of = H - 8 E --NB W BARS 84 BAR g H ~ TOP Q a a ~ ELEV. C = „ a S VER -
-I rr 6 • D O D D •a. =111 , . ':z Z •c• ~ USE ON ORAOE V D v =rn • Z @ S E _ ~
~ v e • trn r ~ ~ - . C,'! D RI ER HT. , S ~ r •o• . rr Q ~ v - _ o C OEPRES8E0 GUTTER LINE N 11 1 H I
p t ~p~~ p y~ ' J I~NtT. V µ ~Mi1iY . e C~ ~ VARIES ~ n ° • ~ ~ • r• ~ trj~i 1 •0 .0 0 y.. ~ Z V1 EXPANSION JOINT ~ er r r~ I ( -i rr g ~ ~a C ~ ~a BARS ~ • ~;i`~" W
51UASE 8£QkNG rr SEE NOTE c . ~ Q O 6 SECTION J -J . • •o • .a• ~ H _ _ .M-.. . . .4 ~ 1• ~ • • • u' ~ ~ : o' ~ . WHEAE 0" TO 38" PIPE IS USED rl v F.. ~ ~w = ELEVATION ~ ~ D W
S~~tB DETAIL SL~,B QETAlL ~ _ ~ ~W. D ~ SECT ION M - M N ~ .o . rr rr ~ N -p ~ WHERE a2 TO 54 PIPE iS USED S H ~ SECTION R - R NORMAL CURB AND t3UUTTER ON BTEEP t~RADES ~ N -0 ~ N H = r ITi ~ ~ r
~ . cvwcf 9~tt. 9E 4aon a~ xew. ~aa pa. sr C6kCt~"fE. CAYC~1 HIt51N5. ~B 1E5'S.tAilO 5YA8 )flgpllfESS' AINd' R1 WHERE 30" TO 38" PIPE I3 USEO ~ Z H Z y G7 AISER HT. J z o MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT, H, WITH NO RISER) H yo Z _ DIMENSIONS OF BOX AND PIPE COVER CU. YDS. CONC. IN BOX DEOUCTION9 J Q
2. PRECAST CON~R[TE S?RIJCTUQES MAY bHLY gE rN9TFLL~D ~ 6' C14G~ilAEIV1` t7YF ~E'~?T fiGR ~ }~-B' To oEOr++s ce~eo as ~ec~tae~ er niE ~ „ stlrz .uvD tR;u~trc SGtt ~ m,~rrAc `n . 4 ~ y ~ J z H ~ PIP BPAN~ WIDTH WIDTH-~~SPAN MIN. HEIGHT DIMENSION BARB•U 8AR8•Y - BAR8-W TOP BOTTOM ONE PIPE 'j TOTAh Y1NtNM O _ _ _ _ T LE TH LBS. 9LAB g~ G.M. R.C. Z 0 A 8 C 0 H E F - N0.___ LENGTH N0. LENG N N0. NO NETANt M W ____._w._....___ - - 235 0.772 0.016 0,028
WNUFACitJttER'. 60 t~VIVG BY AMY CDwbMki BY AN Y 3. "Wi?FFL~" 80XE5 AR@ ,ACCEP7A8i.E fbk .ldn' TYPL~ ~ 46 ~ ~ 1D O J .M M ~C • ~i 0 • 0. n• T,r _ f 11 I -If ~ fl _ t8 3.0 2.2 3~0 _ _+__10.235 0.829 0.023 0.098
CRTCN BASINS. c . _ a A ° ~ m i, i n 'i n ~r n O,D~ 18 3 -0 2.2 3.3 0.235 0.887 0.033 .._'n 'n n 3'-9" ~ _ 0.235 0.059 0.085 24 3.0 2 -2 1.001
c < - - ~i il r; G ~ ~ ~ v. o e _ _ _ 30~+__ ~ 3'•0" 2'-2" 3'-4" ~ 4'•3" 1'•2" 4'-0" 4 1'-6" 2 S'•9" v 3 3,-9" 38 0,123 0.321 1.433 0.092 0.127 rr ,r " r n 41,9 , r " r it " ~ .181 0.358 _ _ 0.132 0.178 38 3 -0 2.2 3.10 ~ 1 -8 4.0 4 1 -11 3 3 -9 3 3.9 43. 0-,~ _w 1.714 _
~ I .n WHERE 42 TO 54 PIPE IS USED ~ ~ ~ ~ q ~'n q • ; ~ ' p• ' . ~ , • ~ 42"~~ 3'-0" 2'-2" 4'-5" 5 -3" ~ 1'-6" 3'•2" 4 1'-6" 2 2`-11" 9 2'• 11" 32 0,112 ' 0.918 t .738 0.180 0.249
D€tAWING NOT TQ SCALD H NG METHOD DETAIL S OWI 48" 3'•0" 2'-2" 5'-0" 5'•9" 2'-0" 3'-2" 4 2'-3" 3 2'-t1" 3 2'•11" 35 0.146 0.352 2.052 0.235 0.317 _ _.r_ 54" 3'-0" 2'-2" 5'•7" J4"6'•9n-___ 2'-7" 3'-2" 4 2'-10" 5 2'•11" 3 2'•11" 41 0,180 0.388 2.387 0.297 0.401 OF 2 MEET 2 OF 2 SHEET 2 OF 2
UCTION pLAN SHEET 1 OF 2 H OF RISER CONSTR SHEET 1 OF 2 PLAN " RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIQHT ~ ~ ~
r _ S1AlUDARD DETAIL. NtJMBfR• H5f 5 ,r~ ,timri•~+- ~~RE~A~T ~~!~(1~~TE CAT~N B~1Sl~IS Q,~rF R~~sion~s ~xr ¦ ~ z o v I: z ~ m p
`s~irinc~,~ 0 m H~ ~ v •v M rr n ?r ?r n n n ~ ~ v~? ~y 't H „ A r, OPTIONAL MANHOLE ~ --1 8 8 f-
TOYttNN +~f~ HC~I. L ~F'RLNGS E'NG/NE~t~ING 17EPAR 1 ~MFN T ry R x N ~ , a ~ , T Q rtit < , 43 NOTE. USE TYPE E , F AND G GRA E . ; „ Q Q ~ Z L SS OTHERWISE NOTED. F" ~ UN E ~ Z V a -r a C H E Q z Q ENEAAI E$: ~ to O G NOT Z Ca . NOS ~ !„EGG
~ O N "1 ac , O , P a+ C'i r M ~ LL. ~M r m~~ 1 Ja z r O ~ = O O s m z ~ m •t-- . _ _ ~ ~ c~ Y -.E--, r, C c~ . r ~ O 8 ~ GHAMFER ALL EXPOSED CORNERS 1 W ©t,,,~ O ~ z - z m = ~ ~ „ rl a = z I S LASS B CONCRETE THROIIQFIOUT. 0 0 = ~ r~ -i ~ j + I f U E C to
N D °C z s a7 -i W Q LL ~o ~ _ ~ w ~ ~ .1.... 1r Z w tL ~ t7 . OPTIONAL CONSTAUGTION • MONOLITHIC POUR 2 KEYWAY OR W _ S S -n ~ RI X X - - rr Q O D ~ ~ ~ N4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY THE ENGINEER. F V O
= A m rr F- V o o -rt D ~ 2 Z 2 N ?I N E- ~pO , ~ H= ZW ; ~ ~ Z D D ac c~ ~ I, , ~ z = O + iC, = ~ v ~ ~ ~ USE FORM8 TO CONSTRUCT THE BOTTOM BLAB. I"- = Z W W Z ~ '1''1 ~
_ ~ V1 O Z,,, -v r.. -n _ _ ~ , O H - ' ' _ SECTION - MM ~ H Q ~ ~ _ _ SECTION LL 0 n ~o Z _ _ O . O ~ H r ~ i m o s OF-"u.OJ . J O O N . ~ . o > ~ I a IF REINFORCED CONCRETE PIPE I8 8ET IN BASE BLAB OF BOX H ~ Q n 2 ~ ADD TO BABE AS SHOWN ON BTANDAAO N0. 840.00. tJ) ~ O
~ D ~ A I _ _ _ A ALIGN FRAME WITH INSIDE ~ ' ~ a ~ V S~ Z ~ N D ~ ~ ~ - ~ ~ N TI N VER '•8" IN DEPTH WITH TEP ~ -i _ PROVIDE ALL JU C 0 BOXES 0 3 S S F' N ~ N •I - = - - - W H T No. 840,68.
~ EDGE OF WALL TO ALLOW = W O V~ ~ _ r. ~ _.r._.__ FOR VERTICAL ADJUSTMENT . ,r O ~ O ~ 12 ON CENTERS IN ACGORDANGE IT S D. G. G ~p O ~r ~ W Z r, n 3 - I+-~ Q 3 8 3- ADJUST THE 8TEEL, CONGRETE AND BRICK MASONRY QUANTITIES
WAII SECTION I''-' ~ ~ , ~ r -i r- TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BAA3 S E STANDARD 840.64 -iN• C Y E SH~ITENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
SECTION - BB • FOR MANHOLE COVER & FRAME N4 " " HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) OPTIONAL SPACED 8" - C. TO C. MAX. DEPTH 4F THIS 8TRUCTUAE FROM TOP OF BOTTOM BLAB TO TOP
TIO - NN SECTION PP SEC N BRICK MAY BE USED ELEVATION I8 12 FEET. TO ADJUST FRAME & 8rr COVER TO SURFACE
4" PLAN : • - - . ELEVATION MAX. 1'
'11 - Z " 0 M O r i tY m FRAME GRATE, 8~ HOOD ASS Y ai N N ~ ~ ~ O Z - - - N4 BAR t••t m A . ~ _ !r N ~ Z O
0 ~0 z t Q I O ~ _ m c Ol m ^ t- ' . L T PIPE ° W OUT E m
r rr _ _ _ r? r rr `T U1 . p g t7 m - z = ~ _ H D v ~ H ~ C7 J N = V1 0 - Z O W n V -i E OR F 1l~ N Z
v O _ r? 3 Z ~ 3.O a 1 Q z I oil 4 o $ - ,r = 0. F- _ A I a 3 m - ©Z~ N ? Q U~ Q a INLET PIPE. N
~ 4 ~ U G~ o~ ~ ac ~ ~ w~ ~ ~ 0 A ~ i r? w O - g„ 'o D v o z t~
Z N I i D N o~~ O ~ K K. I I N .'1 v r'" L M ~ oC Q Z o~ t _ -1 tC ~ HC.v oZQ ~ coo Q o ~ ac a c _ ~ _ NCR T U CTI BOXES O O
~ I W vm ~ a o D SECTION - AA _ . _ _ _ _ ~ t ~ 1- z Nv o z ~ _ _ Q Z v DIMENSIONS AND QUANTITIES FOR CO E E J N ON p 01 _ ..__._.._.._-_____.w-__.. _ __._____._._.y.. ~ z D H Q rn Z
~ ~ z a Q v ~ v _ _ _ _ . _ _ _ Q v ~ ~ ~ ~ ~ ~ ~p ~ M ~ rr 0? DIMEN8ION8 OF BOX AND PIPE TOP SLAB TOTAL QUANTITIES DEDUCTIONS FOR ONE _ O ~ REINFORCEMENT CUBIC YARDS Q n rl W a O ~ PIPE PAN WIDTH HEI BARS A DIMENSIONS IN BOX BOX AND 8LA8S PIPE CU.YDS. H s s oHT _ E- C
~ a , 7 D ~ M N D Z ~ Z ~ D __..____v -p r, ,r ~ Q~ X 8 I T lrllll ~ W Z Z OP BOTTOM ! LBS. CU. YDS. E"'~ H ~ , D A B H N0. LENGTH E ~ F rr rr C. S. ~ R . C . = N Q = ~ , EXP. JOINT ~ SLAB SLAB FT, OF HT. REINF MIN. H = ~i
FRAME PLAN SECTION - JJ v n z W r = rr rr N W 1~ 1 n r rr 5 ~ H ~ o z _ ~ ~ ~ M rn ~ n r n ? n r u ? Ir r n r u j 1 i ~ F`i W f 1~ 12 2.0 2.0 2.3 12 2.9 3.0 3.0 0.187 0.187 0. 85 22 0 760 0.015 0.024 ~ ~ ~ 9 Z
Z 3.07 J U~ _ _ -_8 rr ~ p ~ ~ u ( ~ ~ ~ O ~ ~ I rr v! Ri p rr f n r„ r n , n r n r rr Q 'T1 - ~ 15 2.3 2 -3 2.8 12 3 -0 3.3 3 -3 0.198 0.198 0.20a 2a 0.902 0.023 0.038 Q O n Q = n r n r n r rr r n , n r rr i Z
D I I- - R-?--~ 3 A Z~ O ~ - N , - ~ w ~ v ~ o . ~ ~ 18 2.8 2.8 2.9 14 3.3 3.8 I 3.8 0.227 0.227 0.222 30 1,086 0.033 0.049 lU ~ OD _ _ _ _ C ~ 24" 3'-0" 3'-0"--_ 3'-3" ,_18__-i~3'•9n_ _4'-0".- `4'-0" 0.298 I 0.298 ~ 0.269 40 ~ 1.434 0.058 0.085 W . . _
2 - 0 - ~ r? ~ rr ?r. 1 ~ ' rr r i B ~ - . - f+ f n , n r n ~ : r' 4'• " 4'- „ 7 ..`0.375 D.2 B 1 1. 0. 92 0.127 30 3 -8 3 -8 3 •9 18 4.3 8 8 0 3 5 9 5 680 0 ---r----- - ' 38" 4'-O" 4' -0" 4'-3" 20 4' -9" 5' • 0" 5' -0" 4.483 0.483 0.333 84 2.341 4.132 0.178
?r r rr a rr rr ~ r ~ 3 3 -a ~ 4~ n \ n $..J ~ DQW~L., 42" 4' • B" 4' • 8" 4' - A" 22 5' • 3" 6' • 8" 5' -8" 0.580 0.580 0.370 77 2.878 0.180 0.243 3EE.~OTE~ _ ~ _ _ _ _ w- _ _
ECTION KK ~ i S ks 48" 5'-4" 5'-4" 5'-3" 28 8'-3" 8'-4" 8'-4" 0.743 0.743 0.407 111 3.623 0.235 0.917 54 5 -10 5.10 5 -9 28 8.7 8.10 6.10 0.865 0.885 0.444 128 4.283 0.297 0.401
2' -11 „ 4 r` 80" 8'•B" 8'•8" 8'•3" 90 7'•3" 7'-8" 7'•8" 1.042 1.042 0.481_ 145 6,090 0.987_ 0.495 OF 2 SHEET 1 OF 1 _ _ SF~ET 1 OF 1
p ~ - SHEET 1 Of 2 SI HEFT 1 OF 2 SECTION - RR HOOD ELEVATION n i " - i u ? n " , n f • 1 n ~ _ , -1 rr ~ ~ 1.21 "1.210 0. S18 189 5.917 0.444 O. 89 88 7 -1 7 •1 8.9 32 7 -10 8 8 0 5 ~ f
~ ' GATE: ~ IIIIIJf '
P AR IN THE OFFICE OF; ~ ' REP ED J~~ ~ _ r n fl„
ti ~ 9 HORIZONTAL SCALE:
INVESTMENTS I AND II' LLC ~ S/ig* W/' 1 40 H PARK VILLAGE
06407 - 2 FIRST RESPONSE TO TOWN COMMENTS DM Kimley-Fern TITLE VERTICAL SCALE: SOUTH • SEAL l? N/A
03/14/07 - HOLLY .Y SPRINGS, NC
1 BID SET TO CLIENT DATE: DRAWN B'1 ~ DRAWN BY: CHECKED BY- and Ass ociates Inc. 028948 DRAWN BY: ELB
REV. No.; REVISION; - DM S ~r±o~~aa~drn s«d~aiese i~~. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 STORM DRAINAGE DETAILS '-%~f~?~~:~~= OESIGNEOBY: / ELB
purpose and client for which it was with the concepts and designs presented herein, as on instrument of service, is intended only the fo specific This document together r -Horn and Associates, Inc. shall be without liability to KlmleY-Horn an+ without written authorization and adaptation b Y Klmle of and improper reliance on this document , y mILL*#CHECKED BY: ATTACHED REFERENCE FILES L SEAL: ~ DM JOB NUMBER: SHEET NUMBER:
Copyright KimleY-Horn and Associates Inc. 2007 PHONE: [phone] FAX: [phone] 011919012 C15.03

e' Mix,
fi 2' MIN 2' NHI VARIABLE AS DIRECTED 8r 7HE ENGK+EER
WMMING SIf3N5 TO BE WADE OF DURABLE. WEATHERPROOF L/ATERVt, COi.~PACTED
LETTERS ARE TO BE 3° HK~i MINIMUM, CLfARIY LEG18lE, AND SPACED AS OETAILED.- SIGNS ARE TO BE PIACE~ NO GREATER iF4W 200' OM CENtER. e MIN. 12-1 /2 GA. STANDARD METAL POSTS 2'-0" IN GROUND
PLACE SICN AT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER THEREAFTER. fOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE 51GN ST PER PROTECTION ARFA STEEP CUT OR FILL SLOPE ~ - MIN. 10 CA. INIERNEWATE wtRES
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. LIPS MARES SI FE E F IC GALVANIZED HARDWARD WIRE
2: t SLOPE (MAX) IN ALL TO 0 EXTENDS TO TOP OF BOX
40" POST TO BE 1.33 tE/l~ STEEL GRADE
3' WEATHERPROOF SIGN ~AS SHOWN A80VE): POST TO 8E q• SEE N07ES BELOW F CONSTRUCTION t,33 ib/LF STEEL STABILIZE DIVERSION DITCH vn7F1 7EIAPORgRr SEEDn+O
Tree Protection Area ~D SPAgNG DATA, CROSS SECTION nao EROSOrr ca+rRa NETTING - ~OE~mO •
3~ 5'-0" 0. MA7(IMUM ~E. Uv RESISTANT, Hia+-~ns~e srn~ct?+. 4• 18~ pp~Y BARPoCADE FABRIC
3• DO NOT ENTER
4' FRONT VIEW , 8 °o 0
SIGN DETAIL Tree WotetGon Meo Kr,s DO NOT ENTER ~ ICN 0
3 z UPSLOPE TOE POSITIVE GRADE 1.0%' MAX. Z S7EEL POST WOVEN YYIRE FA8R1C ~ e~ e p
M SPrtE OF PRECAUTIONS. SOME DAMAGE TO PROtECtEO TREES N SALT FfNCE GfOIEXPtE FABRIC o O o
IA4Y OCCUR. M SUCH CASES. REPNR ANY QN~tAGE TO THE CROWN, Y TRUCK OR R00T SYSTEM INMEdATEIV. SIDE SLOPES ~ o
REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS ANO PAINi1NG TNEM WI?H TREE PAINT. SPREAD PEAT MOSS OR M01ST ~ ' ' -USE SILT FENCE GNIY WFEN ORNNACE MEA 2 1 (MAX. DOES NOT EXCEED 1/4 ACRE AND NEVER IN \ \ ~ \ \ ~ \ \ \ \ ~ \ \ ~ ~ \ \ \ ~ \ ~ AREAS OF CONCENTRAfEO FLOW UNACE MEA b o Flll SLOPE / ~ E~~CKb D NEVER IN h ~ ~ . ~~~m o . a = FOR REPAIR OF SILT Ly.saOQo O O 0
TOPSOIL OVER EXPOSED ROOTS. o ~ -IMPAIR DAMAGE TO BARK By TRIMMING AROUND THE DAM4GE0 SUBC'RnOE ~ ~ -END OF 9li PENCE hEEOS TO BE TVRNED V STEEP CUT OR FILL SLOPE ~ F(TICE FAILURES, VSE iE TVRNED VPMLL. No. 57 wISF1ED STONE.
AREA, TAPER THE CUT TO PROVIDE DRAINAGE. AND PANT WITH TREE ~ PANT. ~ CRADE FQICE S PROIECTNiC T CATgi BASIN.
CUT OFF ALL O~M4GE0 TREE LIMBS A80VE THE TREE COLLAR AT NOTES o e' wm. CovER ~ 57 WASHED S i OVER SifIRT HASHED STONE PLACED TO A
1HE TRUNK OR MNN 8RN4CH. USE THREE SEPERAiE CU75 TO nV01D PEELING 8N2K FROM HEALTHY AREAS OF THE TREE. INSTALL TREE PROTECTION FENCE !t SIGNAGE PRIOR TO CPLLING POR THE MIITIAL ON-SITE INSPECTION BY A NCOENR INSPECTOR. HEIGHT OF 12"- ~ ANCHON SKIRT AS TOP OF BOX OF 12"-18" MIN. ABOVE BOX
MNNTPIPI TREE PROTECTION FENCE TNRWGHOUf DURAnON OP PROJECT. ADWfiiONAI SIGNS NAY BE REQUIRED BY NCOENR B?SED OIREC7ED BY ENgNEER
ON ACTUAL FOLD CONORIONS.
PLAN VIEW SIQE VIEW
DIVERSION DITCH STANDAR 50~ MIN. )ARD TEMPORARY SILT FENCE STANDARD YARD INLET PR ~J PROTECTION
TREE PROTECTION FENCE
BAFFLES CONTACT J.1N. FAIRCLOTH ANQ SON, [phone], FOR ADDITIONAL WFORMATION AND
~N. FREEBOARD ORDERING OF THE REQUIRED SKIMMERS. SKIMMER IN. ~ / 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP IT TO KEEP TO ENSURE CONSTRUCTION ENTRANCE IS USED. ass ~ R~ R~a(s~ secna+ n+au e~s~n ee~ HIV SITE ~ I ~ ~ ' /
MINIMUM BACKSLOPE 3 : 1 BUT SUFFICIENT TO KEE SEDIMENT ON SITE
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
SEDIMENT STORAGE ZONE EARTH DAM ALUMINUM STRAPS ANT SCREEN ACCESSIBLE THROUGH DOOR ' • THE MUO IS NOT REMOVED BY THE VEHICLE TRAVEL- ' )INvE R RIP P EAOWAIL
- DISSIPATOR PAD SUSPENDING INLET '~'~2"-3" STONE TO BE EXISTING (SURGE STONE OR R ROADWAY .;...BALLAST) ~E TO BE USED ~ 25~ OR WIDTH OF LNG AVER THE STONE, THEN THE TIRES OF THE \ VEHICLES MUST BE WASHED BEFORE ENTERING THE ~ NJE OR RAILROAD PROPOSED STREET, PUBLIC ROAD. - ff PI
- RIP RAP WHICHEVER IS \ i, GREATER. 3. IF A PROJECT CONTINUES TO PULL MUO ANO DEBRIS - - C /////ll1////!/11111//~ y .
NOTES: ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY 05 WA 0 STONE, i' THICK X 3- HIGH MIN.
1. FAIRCLOTH SKIMMER WITH INLET SIZED TO ~EWATER BASIN IN 1-3 WILL CLEAN THE AREA AND INVOICE THE FINANgALIY ~ HT S7q~ACE AREA--" RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL / I ( I RESPONSIBILITY FORM. /
MAINTENANCE NOTES: CROSS SECTION ~ ~a,~~- DAYS.
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONSWHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND
THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. vc F~onr PLAN PERSPECTIVE VIEW W
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. HEAD ON CENTER OF NO SCALE
IF THE SKIMMER IS CLOGGED MATH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN ANp REMOVE THE DEBRIS. ALSO INLET AND ORIFICE
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. COUPLING TO RISER INLET EXiENS10N 35' MIN. 15' MIN. NEW CONSTRUCTION PIPE INVERT NOTE:
IF THE SKIMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FI.USH~NG TO 8E SUPPLIED BY EXISTING ROADWAY ~y AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT (CUT FILL, ETCJ~ ~~pp STORAGE 20NE RIP RAP ME _ 12" MIN. ~ ~ -RIP RAP HEADWALL GRAVEL & Rip RAP FlLTER BERM BASIN DETAIL IS DESIGNED TO PROTECT E)GSTING PIPE INVERTS
MATH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CONTRACTOR ~ SCHEDULE 40 SOLID PVC BARREL TO BE SUPPLIED BY CONTRACTOR THAT DRAIN 10 ACRES OR LESS. NATURAL.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS ,AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS 6" MIN. ~ .S f'LOW ~ ~ , ~ tlQIE. t. . ; GROUND -FLOW----•~-
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER POOL AREAS. CtASS 1 RIP-RAP
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM HOSE, SS CLAMPS THREADED MALE NIPPLE AND OUTLET ENO ^ ~ M~~M1M ACCEPT/iBIE N5 WASh1ED STONE FABRIC UNDER STONE Noss on~aw~E MA%. $Ep11~NT ~P7H(CIEAN OUT PgNT) W POINT)
PLUGGING WITH ICE
CROSS SECTION SECTION THRU BASIN, FILTER AND CULVE tin crei r ;ULVERT PIPE
JVERTS)
;ONSTRUCTION ENTRANCE (EXISTING PIPE INVERTS
SKIMMER CON SUPPORT ROP sea rerec aosi PIPE/RISER INLET PR TOP ELEVATION OF STORMWATER PROTECTION
LATER 0.5'-7'
~p5 STO SORT ROPE TO SUPPORT POST, 24" STAKE TO #5 WASHED MAX. S
STONE ~1 ~ m N
WIRE TO PREV w~a n~ TO PREVENT INTO BOTTOM OR SIDE SUPPORT WIRE EXISTING SLOPE
• SAGgNG xworwac r on LNG #1 RIP-RAP
TOP Of BERM 1 ~ MIIJ- i~ MIN VARIES
I' F'REEHOARO MIN M.._- _ _r rirte aF r- au~ ~ixaim s~ rtm~ Mwic a a+nuno
Ott' TOP A I T ~ 31 ELEV TON OF STORM tiVA ER
~II lu• . FLOOU STORAGE ZONE c;. ~ 3 AIIN it , btAl( COIR MESH OR SIDE VIEW
-II III-•f11'=t,~•. .;i; 1 ~I• Mlfl tl}rl-1-i)x . SEU S OR CE 24WE (:;c;,;..:.• 11 ill-•L. f ~ sEC1toN 'a ~ SIMILAR, STAPlEO OR EXISTING SLOPES
`rt I>>-`I11.. t .5' rdAX SEOIMEtJT t)EPiI l TRENCHED INTO 80TTOM OR SIDE
TI-••'1TI-• 1 "i 111•-I I~-"1-III•• F- I ~~M•Ill~tt • in.- • ThRP Yt ri0 TO TO . ; MAX LE'/EL OF SEDIMENT C~l1.ECTEO E E S E. , ' .OF BACK SLOPE Ct.EAIi 8A51N wHEN tests LEVEL rs i
REACHEp ~ I 6 PVC RISER g Ailti WITH I/~F" HOLES ? i i a vARIES
~t ~5 WASHEQ STONE i NOTE:
f ILTER ' ~ 0.5'-1' HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND
SECTION THRU BASIN AND FlLTER !i SEDIMENT STORAGE REQUIRED.
" 18' roP Of pAtt ~a 1 ,~T,,,~ MAINTENANCE NOTES: S. ~ ~ EEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS Q ~ KE KEYED RIP RAP KEY RIP RAP INTO THE DAM
w C? M Pt,AN WE~AI ~ IMMEDC TELY.~ BE SURE 0 MAINTA N ACCESS PT COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFF DEPOSITS WHEN IT REACHES HALF FULL TO PRO r wi. ~ ~ TO REDUCE PRESSURE ON THE BAFFLES. TAKE C ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE ~ )ME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT FOR STABILIZATION.
e n ~ p:1Cti AtiD BuR~r TARP * TARP PRDIECTI(ltt ~ EO~,E LtIM t2° t S J~ ( ~ ~M ~ I . TO PROVIDE ADEWATE STORAGE VOLUME FOR THE NEXT RAIN AND ~ 3. TAKE CARE TO AVOID DAMAGING THE BAFFLES CURING CLEANOUT. /{5 WASHED :D HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING WASHED STONE
f s4 WIGE Alt KT / 10' WEIR IFNCTTI ' SEDIMENT DEPTH SHOULD NEVER EXCEED HALF T DRAINAGE AREA HAS BEEN PROPERLY STA8ILIZE~ DEPOSITS, BRING THE AREA TO GRADE, AND STA 4Yyr ar xr tip . STA8ILIZEO. REMOVE ALl BAFFLE MATERIALS AND UNSTABLE SEDIMENT FRONT VIEW
' 8 I FR,~ / ~ ~ AND STABILIZE IT.
a NOTES. TgRp cost e r' tio+ MUBT 7L' AT.lEAST i~ NOK ill-lOv
1, Qrowdown riser shall be 6' SCH 40 PVC with clean out co and °F ~ P SrdrE 1 " h le ~ PERSPECTIVE VIEW /4 o s. . NOII11kD,
2. T~,e for used to rotect the weir shall be the width s eci(iad. P P P The length of tarp shalt be according to available supply. If multiple I
tarps are used then tarps shall be overlapped of least 12 inches. ~ Upstream tarp shat( overlap daWnstregm tarp. the tarp shall be 50 mil heavy duty ' I
i. silver tarpaulins for sun resistance. t POROUS BAFFLE DETAIL CHECK DAM )AM
CUS~f'OM BASIN DETAIL eRa~r vr~w
5~T FEN[ GRAVEL OU7LET
SILT FENCE OUTLET
PREPARED IN THE OFFICE OF: CLIENT: DA4/16/07 PROJECT: SOUTH PARK VILLAGE
/ice HORIZONTAL SCALE:
INVESTMENTS I AND II, LLC . • Es'si'••`.,, , 40 SOUTH O,yqq ;
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 _ DM Klmley Horn TITLE' VERTICAL SCALE*-.. • EAL lN/A HOLLY 'H PARK VILLAGE
1 BID SET TO CLIENT 03/14/07 - • - DRAWN BY: _ 028948 LY SPRINGS, NC
DRAWN BY: CHECKED BY: ERI • = ELB
REV. No.; REVISION: DATE: DRAWN E °M ~ and Assoc iates, Inc. ION CON.TROL DETAILS =-,~~•F~~~N~~~-~ DESIGNED BY. EROS
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn Q Copyright Kimley-Horn and Associates, Inc., 2007 nHO,~ oner~sr~'~at s~ i~~. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 l ELB MLV-~;~~~\\ A~ ATTACHED REFERENCE FILES: ~~1jjj11~„~\ CHECKED BY: JOB NUMBER: SHEET NUMBER:
PHONE: [phone] FAX [phone] SEAL: DM 011919012 C15.04

_ _n s
MATE ANA IATERIAL SPECIFICATION SUPPLEMENTAL SPECIFICATION j i
S75 S75
t'aAEEN'
The short-teen single net erosion coN.rol blanke functional langeviry of up to 12 moN.hs. (NOT soil, geographic location, and elev~ion). ~ol blanket shall be a m~hine produced mat of 100°'o agricuttutal straw with a ~UC~ EBH'
s. (NOTE: functional longevity may vary depending upon climatic conditions, :t is constructed with a 1 o0%
The North American Green S75 shot-term single net straw erosion corrcrol blanket is tona agricultural alias fiber matrix and hae a functional longevity of up to 12 months. (NOTE: fiu~c ;knees with the straw evenly distributed over the entire area of the mat. The vary depending upon climatic conditions, soil, geographic location, and elevation}. The straw )TE : functional longevity may
The blanket shall be of consi~ent thickness wi blanket shall be covered on the tap side wi approximate 0.50 x 0.50 inch (1.27 x 1.27 c degradable thread. 'he straw fiber sha11 be evenly
side with a lightweight pl~totodegtadable polyprogytene netting having an d~stcibuted over the erdire area of tt~e blanket. The blanks shall be covered on the top a the top with a lightweight
w 1.27 cm) mesh and be sewn together ~ 1.5Q inch (3.81 cm) centers with photodegradable polypropylene net having an approximate 0.50 x 0.50 inch (1.27 x J.27 blanket shall be Sewn together on 1.50 inch (3.81 cm) centers with degradable thre~l. The f ?lished by the Erosion Control Technology Council (ECTC) Specification and finther physical properties of the S75 erosion control blanket. 7 x 1.27 cm) mesh size. The id. The following list contains
6" MIN. FREEBOARD The S75 shall meet requirements established b the U. S. Departrr~nt of Transportation, Feder Construction of Roads and Bridges on Aederal
SS H ~ g`~ ~n, Federal Highway Administration's (FHWA) Standard SpecifrcaJions For Pi~ODe1'ty Test Method Typical ~ Aederal Highxay Prr~jects, FP-03 2003 Section 713.17 as a Type 2.C Short Thickness AS17ti1D5199/ECTC 0.33 in (8.38 mm}
j' B ~i term Single Net Erosion Comm! Blanket. 't Res'tlienCy ECfC Guidelines 78.8()%
Mass perUr~ Area ASTMD6475 6A2ozJyda (218 g/m2) iT)
orate. ago PITCH Area ac, cts n WO s B SS LINING The blanket shall be rnanufadured with a colo inches [5-12.5 cm] from the edge) to ensure pro The short-tern? single net erosion straw erosio Green, orequivalent. h a colored line or thread. ditched along bath outer edges (apgmximately 2-5 WaterAbsotption ASTMD1117/ECTC 424% isure proper material overlapping. Swell ECl'C Guidelines 15%
1 1.81 2.13% 11.53 0.91 0.09 223 3 3:1.3:1 ROCK RIP RAP (d50 ¦ 6 ii.) 'g -CM)
2 1.17 1.19'96 7.~6 0.'~ 4.022 3.78 2 3:1.3:1 NORTH AMERICMI GREEN -375 w erosion control blanket shall be S75 as manufactured by North American ~~~~exibilily ASTM D 1388/ECTC 6.31 oz in (70,523 mg cm) L1g11t Per1Btl8tio11 ECTC Gt]ideliries 11%
Smolder Resistance ECTC Guidelisres Yes** Nhn)
The S75 erosion control blanket shall have the f Material Content ave the following properties: MD Ten~le Stren~h ASTM D5035 115201bs~ft (1.68 kNhn} MD Elong~tiatt ASfM D 5035 11.90°10
TD Tense Stren~h ASTM D5035 93.601bs~ft (137 kNhn) t/m)
ALL PERMANENT DITCHES TO BE Ut~O. TIME OF CONCENTRATION= 3 MIN. Cr0.90 I(10~7.06 TD EloTl~a[iotl A511VI D5035 9.64% **Mrterid is croolder resistant according to cpseified test
Matrix 100% Straw Fiber ;7 MD - Mad~ine direc6ou
O CHANNELS (O.SO lbs/yd2) (0.27 kg/rrtz Netting Tap side oiily, ligY~tweight 27 kg,/ITtz) TD -Transverse dir<efion
~rotweight photodegradable Bench Scale Testln t
Minimum netting weight ;weight (1.50 Ibs/ 1,000 ftz [0.73 kg/100 m2] approx: weight} Tesc Method - Descri 'oo Parameters Results
ECTC Method 2 -Determination of 50 mm (2 in~hr far 30 min S~1 l wiveget~ed RECP's ability to protect soli 100 mm (4 in~hr for 30 min Soil l fromrain splash and associated nmoff 150 mm (6 in)/hr for 30 min Soil l '6yslcal Speclflcatlons Per Roll [EngUsh Udts (Metric Units)) Soil loss ratio* = 8.8 0
Thread Degradable Sail loss rado* = 8.16
S73 Is AvaNable with the Fdlowipg P6yslcal WI dth 4.0 it (1.20 m} Soil loss ratio* = 7.81
ECTC Mettad 3 -Determination of Shear: 1.261bs/ft2 for 30 min Soil l 6.67 ft (2.03 m) 16.0 R (4.87 m) ur?vegetated RECP's ability to ~xotect soil S}~ear: 1.821bs/ft~ for 30 min Soil l 108.0 ft (32.92 m} 108.0 fl (32.92 m} fromhydraulically-induced shear stress. Shear: 2.391balft2 for 30 min Sal l I 40.0 Ibs (18.14 kg) 96.0 lbs (43.54 kg) Failure crlberla = 0.50 inch so11 loss Soil loss: 1428
Soil loss: 4538
Length 135.0 8 {41.14 m} Weight f 10°10 30.0 lbs (13.60 kg) Soil loss: 9808 1.80 lbs/fP
Area 60.0 yd~ (50.16 m2) 80.0 yd~ (66.89 mz) 192.0 ydz (165.53 rn2) Shear at 0.50 inch soil loss (430 1.801 ECTC Draft Method d - Detern?ination of Top soil; Fescue (Kentucky 31); Perce od al Request temporary RECD perfoanmice in 21 day incubation 27° C ± 2° & = 228 encouraging seed germination and p~arr~
w Percent imgrovement = 228%
2~3 W TYPICAL RIP RAP CHA - =1i. AP CHANNEL RoU Widths Also Available Upon Spedal Req i Width 8.0 fi (2.43 m} ~ approximately 50%RH (incr 133 ft (4.OS m) (increased biomass)
grission analysis)
Length 112.5 ft (34.29 m) 108.0 $ ~32.921ri~ • Soil Loss R~cio = Sal Loss with Bare So~7 / Sal Losa with RECD (NOTE: Soil lose based on tegnssim are ~ 80.0 lbs (32.28 kg)
--i Y' I~I I w~ght f io~io so.o tt~ ~az.6~ x~~ Area 100.0 ydz (83.61 mz) 160.0 ydz (133.78 m2) tBench Sole Performance Testing
Bench scale testy are index property tests. These tests are not indicative of field performance formance and therefore should products. Bench scale tests are
I~l~l-fl 1=1 ~f- Stitch Spacing fot All Rolls =1.50 inches (3.81 'ABRIC OR tea (3.81 cm) red be used in resign to establish perforniance levels for rolled era~on contml products. performed according to methods developed by the Erosion Control Technology Council (ECT upa.~a inoo~ icil (E CTC).
j - II. rI I~ ( FILTER FABRIC OR FILTER FABRIC GRAVEL BEDDING
GRAVEL BEDDIN PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN TRAPEZOIDAL BEDDING Updated 1/2004
TIDAL
(SHAPED BY BULLDOZER)
NOTES:
1. TO BE USED WHERE EXCESSIVE ST VELOCITIES PROHIBIT VEGETATIVE LININ W i1VE STORMWATER E LININGS.
2. SIZE OF STONE MUST BE DETERMIN - ~ ( APPROPRIATE DESIGN PROCEDURE. ETERMINED BY RE.
i, 3. DIMENSIONS FOR d & W VARIES AC ~ ~ ~ I ~ T 4 ' to 12" DESIGN. ,RTES ACCORDING TO
6" -I I "~''j:' ~ ~ FILTER FABRIC OR 4. RIP RAP DEPTH AS PER DESIGN O - _T.~ GRAVEL BEDDING TABLE. SIGN OR REFER TO PERFOR l~~ ZFORMANCE SPECIFICATION
V-SHAPED WATERWAY WITH STONE CENTER DRAIN TA S75
(SHAPED BY MOTOR GRADER) IP RAP DEPTH
STONE CLASSIFICATION RIP RAP 9" The North American Green S75 straw e ~ g" straw fiber matrix and has a functiona 24„ longevity may vary depending upon cli straw fiber shall be evenly distributed ov 24" - 36" top with a lightweight photodegradable x 1.27 cm) mesh size. The blanket shall b thread. The following list contains further straw erosion control blanket is constructed with a 100% agricultural
A 9 g 1 unctional longevity of approximately 12 months. (NOTE: functional
upon climatic conditions, soil, geographic location, and elevation} The
CLASS 1 2 uted over the entire area of the mat. The blanket shall be covered on the
CLASS 2 24" Wadable polypropylene net having an approximate 0.50 x 0.50 inch (1.27
t shall be sewn together on 1.50 inch (3.81 cm) centers with degradable s further physical properties of the S75 erosion ccmtrol blanket
DRAWING NOT TO SCALE 4LE ~ Test Meth Thickness ASTM D652 X5426 Resiliency EC'PC Guide Mass per Unit Anea ASTM D69.7 Water Abeocption A_STM L7111 Swell ECTC Guid Stiffness/F1e~ability ASTM D138 Light Penetration ECTC Guide Smolder Resistance EC'I'C Guide MDTensileStre~lgth ASTMD50Ci M D Elcmgation ASTM DS(T3 TD Tensile Strength ASTM D50C3 Z'p Elongation PSTM D50C3 ""Material ie smolder resistant acco:ding to eFecifie t Methai Typical
['M D6525 0.33 in (8.38 mm)
['C Guideluies 78,80
R/P RAP LINED CHANNELS STANDARD DETA/L NUMBER.• Hs42s DA TE RE t/lS/ONS ['M D6475 6.42 ozJyd2 (218 g/m2}
TOWN OF ROL L Y SPRINGS ENGINEER/NG DEPAR TMEN T ['M L71117/ ECTC 424% ['C Guidelines 1596
CM D1388/ ECTC 6.31 oz-in (70,523 mg an)
['C Guidelines 11 ~
['C Guidelines Yes""'
['M D50Ci5 115.201bs/ ft (1.65 kN Jm) ['M DS(J36 11.90%
['M D50C35 93.bOibs/ft (137 kN/m)
['M D5Q35 9.60%
MD - Mxhine direction to eFecified tit
TD - Transvezse direction
Slo e Desi Data Cha Cover Factors (C) C Slo Gradient {S) Slo Len (L j 3:1 Channel Dpi Data Bench Scale Testing Channel Rou ness Coefficients ~Unvegetated
{S) ~Flow~_ MaLUrii? 's'n' I „h~e1 Z.O lbsJftz
0.50 ft (0.15 m) 0.055
520R(6m) 0.029 U. 50-2.(10 ft 0.055-8021
20- 50 0.110 z z 50 ft (15.2 m) 0.190 For most accurate design data coaet~lt ECMDS7hf z 2 00 h (0.60 m) 0.021 Approximate Max Flow Velocity Max. Pe~nissible Shear Stress S.OQ ft/s (1.52 mks)
L 551bs ft2 (74.0 Pa)
~MDSrM : for unvegetated blankets
Manning's'n' exp:eseed in English unite for unve tBench Scale Performu~ce Testing
ng
Bench scale tests are index property tests. Th not be used in deign to establish performanc performed according to methods developed I PREPARED IN THE OFFICE OF: CLIENT: tests. These tests are not indicative of field perfonnar~ce ~d therefore should
rformance levels for rolled erosion control products. Bauch scale tests are eloped by [he Erosion ColYrol Technology Council (ECTC).
Updated 9PL004
°AT ` PROJECT:
. ~ ~ 4 16 07 SOUTH PARK VILLAGE .ARn, ~„o,,,,~r.,
INVESTMENTS I AND II, LLC ` • ss0%y-, " 14o'` SOUTH • VERTICAL SCALE: • EAL l~~ = NSA
_ Kimley Horn T1 TLE: H PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 -
DRAM BY: HOLLY 028948 c = ELB _Y SPRINGS, NC
1 BID SET TO CLIENT 03/14/07 - oRnwi+ are cMCnceo ar ERI
DATE: DRAWN B REV. No.: REVISION: _ °M ~ and Associates, Inc. i1.'•;~/YG`' ~(Q:'~, DESIGNED BY: EROSION CONTROL DETAILS g ~A
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was h it was prepared. Reuse -Horn and nssocmtes, inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 VILL~+V ` CHECK 0 BB: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn or PHONE: [phone] FAX: [phone] SEAL: DM E 011919012 C15.05
Copyright Kimley-Horn and Associates, Inc., 2007

_ _ ~ . . _ . ~ t. Art
RISER INLET BOX (WETLAND 1)
SCALE: N.T.S.
OPERATION AND MAINTENANCE
A
4.Q~ NORTH CAROLINA STORMWATER RULES AS A MINIMUM. MORE FREQUENT INSP PEAKED ROOF ENCOURAGED TO ENSURE THE PROPER 2ULES REQUIRE ANNUAL INSPECTIONS OF WETLANDS BY THE REGULATING AGENCY
JT INSPECTIONS 8Y THE LAND OWNER OR WETLAND OPERATOR ARE STRONGLY 'ROPER OPERATION OF A WETLAND. THE TOWN OF HOLLY SPRINGS CAN REQUIRE
TRASH RACK MORE FREQUENT INSPECTIONS. ALL T0 B ALL TOWN OF HOLLY SPRINGS CODES SHALL BE CONSULTED.
B
O A. MONTHLY INSPECTION
cO 0
1, INSPECT THE QASIN MONTHLY At 2. REMOVE DEBRIS FROM THE TRA p 3. CHECK AND CLEAR 7HE ORIFICE ITHLY AND AFTER EVERY RUNOFF-PRODUCING RAINFALL EVENT.
HE TRASH RACK.
ORIFICE OF ANY OBSTRUCTIONS.
4.0~ A
4. CHECK THE WETLAND SIDE SLO EL 434.68 (100-YEAR) 5. CHECK THE VEGETATIVE AND RO EL 434.41 (5d-YEAR) FLOW SPREADER MECHANISM AN EL 434.06 (25-YEAR) )E SLOPES; REMOVE TRASH AND REPAIR ERODED AREAS BEFORE THE NEXT RAINFALL EVENT.
AND ROCK FILTERS FOR SEDIMENT ACCUMULATION, EROSION AND PROPER OPERATION OF THE
JISM AND REPAIR AS NECESSARY,
B. QUARTERLY INSPECTION
EL 433.49 (10-YEAR)
EL 432.25 (1 YEAR) TRASH RACK (REMOVED FOR CLARITY) INSPECT THE COLLECTION SYST )N SYSTEM (I.E. CATCH BASIN, PIPES AND GRASS SWALES) FOR PROPER FUNCTIONING. CLEAR
EL 432.15 (TOP OF RISER) - EL 432.15 (TOP OF RISER) ACCUMULATED TRASH FRAM BA EL 431.87 (1-YEAR) 2. CHECK WETI..AND INLET PIPES EL 431.35 (WEIR (2)) - EL 431.35 (WEIR (2)} 3. RESEED GRASSED SWALES, INC ERODED AREAS IMMEDIATELY. RQM BASIN GRATES ANO BASIN BOTTOMS. CHECK PIPING FOR OBSTRUCTIONS.
PIPES FOR UNDERCUTTING, REPLACE RIPRAP ANO REPAIR BROKEN PIPES.
.ES, INCLUDING THE VEGETATED FILTER IF APPLICABLE, TWICE A YEAR AS NECESSARY. REPAIR
~TELY.
- EL 430.00 (ORIFICE) e EL 430.00 (ORIFICE)
C. SIX MONTH INSPECTION r ~
30" RCP ~j ~ \ \ 1. REMOVE ACCUMULATED SEDIME EMERGENCY DRAIN (REMOVED FOR CLARITY) I ~ 1 I SEDIMENT FROM THE BOTTOM OF THE OUTLET STRUCTURE.
0.625 SLOPE 2. CHECK THE WETLAND DEPTH A - EL 427.00 ~ ~ / DESIGN DEPTH, SEDIMENT IS T 8" PLUG VALVE )EPTH AT VARIOUS POINTS IN THE WETLAND. IF THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL
INV 426.50 NT IS TO BE REMOVED TO AT LEAST THE ORIGINAL DESIGN DEPTH.
e.
~ e a D. GENERAL INSPECTION
e e e a .a
. d • s e~ ~ e~ a 2.5' CONCRETE t . MOW THE SIDE SLOPES, NOT I a ~ ~ (ANTI-FLOTATION DEVICE) MAXIMUM GRASS HEIGHT IS TO NOT INCLUDING NORMALLY SUBMERGED VEGETATED SHELF, ACCORDING TQ THE SEASON.
SECTION A-A T IS TO BE 6-INCHES.
7~ X7~ X ~ CONCRETE FOOTING OTING 2. CATTAILS ANQ OTHER INOIGENO VOIGENOUS WETLAND PLANTS ARE ENCOURAGED ALONG THE PERIMETER; HOWEVER, THEY MUST
BE REMOVED WHEN THEY COV B _ ~ 3. NO WOODY VEGETATION SHALL EY COVER THE ENTIRE SURFACE AREA OF THE WETLAND.
SHALL BE ALLOWED TO GROW ON THE EMBANKMENT WITHOUT SPECIAL QESIGN PROVISIONS.
SECTION B- NOTE 1.
NOTES: 4. DEBRIS SHALL BE REMOVED F • CLOGGING. OVED FROM BLOCKING THE INLET AND OUTLET STRUCTURES AND FROM AREAS OF POTENTIAL
1. RISER TO BE PRE-CAST CONCRETE STRUCTURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL. 5. PERIODIC REMOVAL OF DEAD V DEAD VEGETATION SHALL BE ACCOMPUSHEO.
2. 2. ORIFICE: 12" PVC DRAWDQWN PIPE ED TO DRAW DOWN THE WETLAND IN 2-5 DAYS. IF pRAW DOWN IS NOT ACCOMPLISHED IN THAT
3. 3. WEIR: 4' HORIZ. (2) 6. THE ORIFICE IS DESIGNED TO RISER INLET BOX (WETLAND 1) TIME, THE SYSTEM MUST BE C SCALE: N.T.S. 7. ALL COMPONENTS OF THE WET iT BE CLOGGED. THE SOURCE OF THE CLOGGING MUST BE FOUND AND ELIMINATED.
THE WETLAND SYSTEM MUST 8E KEPT IN G000 WORKING ORDER.
12• CONCRETE SECTION 12°
4~ REFER TO GEf (C0.01) FOR ,2~ c.i. H,aNOw~-+EE~ ~ NOTES AND L PADIOgt D GENERAL NOTES SHEET
OR ALL APPLICABLE
a a a• ' #4 REBAR ~ 12" OC ND LEGEND.
SPILLWAY CREST 7pp pF DAM ELEV. 435,50 . a ~ d . d ~ IN FRONT & REAR FACE d ~ . 'd
ELEV. 433,50 10' • a ~ ° OF COLLAR. REBAR TO . .
a 3' 10' 3, a a ,a HAVE 3" MIN. CONCRETE COVER ~
2 ~ FROM EDGE OR FACE OF COLLAR . 4e m a . e a RO ROD COUPLING GRATE EL= 432.15 P R E L WHEN REQUIRED ].~,LIMINARY
t~ a WFi o ad NOTES: ADJUSTABLE STEM GUIDE
° t. ALL CONCRETE TO BE 3000 PSI BOLT/NUT AS p' a (SEE OETAII THIS SHEET) , N 0 T F 0 R f/NUT ASSEMBLY 'OR CONSTRUCTION
° ° NON-FLY ASH a
a a a 2. APPLY 1~2° THICK WRAP OF 1 1/2" DIA. EXTENSION ROD ROD NR EXTENSi~I STEM (SEE DETAIL THIS SHEET)
a ° a eao ASPHALTIC CEMENT AROUND gp~T/NUT ASSEMBLY
SPILLWAY -1I-II ~ a . a ; DISCHARGE PIPE 6" BEYOND 2" FEMALE SOCKET COUPLING
2._Q. 8' PLANNED SEEPAGE COLLAR C.I. ASTM 126 C30
-I I Z, o a e ~ a ON BOTH SIDES.
COMPACTED SUBGMDE I . 9 3. APPLY ADDITIONAL ASPHALTIC e e a o CEMENT AT PIPE/SEEPAGE „
i ~ m COLLAR INTERFACE ON
5° THICK 4000 PSI I i I I 1-I ~ S o A a 4 ~ UPSTREAM FACES. ~ Z ~`~ti NRS RESILIENT SEATED
(ANC. W/ 6X6, f 0/1 I , III III-I = ,~F 2" ~M T~ i I I=III III-I 4~ ~ d ~ ° ' a' ° ° • 4. TO BE FIELD INSPECTED BY 3 8 GATE VALVE (FLxFI) I, WALL PIP
' ° ~ ~ - ' " BY GEOTECHNICAL ENGINEER. OIP (FLxPIAIN END) ~~-0 ~'LxPL9(N EN )
8. •a q o ~ ASPHALTIC CEMENT TO MEET NON-RISING EXTENSION S ' Q ° ~ a ~ OR EXCEED FEDERAL 2~~ SQUARE SOCKET ~ SPECIFICATION SS-153 NOT TO SCALE ~N STEM ASSEMBLY ~°iA=8~~ N'"v-8~az~.oo>
CONCRETE SPILLWAY ~"~5 a :KET COUPLING dVER~~ENI WRAPPED
RIP-RAP d SO MEDIAN SCALE
NOT TO SCALE oia=s• ON flLTER FABRIC TYPE 1: ASTM-D-2822-75 TYPE 1.
CONCRETE SEEPAGE COLLAR EMERGENCY DRAIN
SCALE: N.T.S. NOT TO SCALE Riser Crest EL 432.15
EXISTING GROUND
Intermediate Weir (2) 1p' Minimum
Top Of Wetland EL = 435.50 INV 431.35 Maintonence Burn ice
Access Top ' Top Of Wetland EL = 435.50
12° PVC Drawdown INV 430.00
Emergency Spillwoy EL = 433.50
(16' Wide x 35' Long)
- Normal Pool EL 430.00 6: 1 ~
0-6" Marsh 6_ ~ 2~, Emergency
RCP CULVERT 6 -12" Marsh Marsh ~ Drain voive-\
Micro Pool ~ ' Micro Pool Flared End Section
Bottom EL 427.00 Bottom EL 427.00 Bottom El 427.00 30° RCP 6arrel~ 0.625% Mi ,25% Min. w/ Rip--Rap Apron
Foreb a y N V OUT T 426. QO
Anti-Se 7' x 7' x 3' Concrete Footing knti--Seep Collor
NOTES w/ Rebar Anchors INV 426.50
1. PROFILE SHdWN WITHOUT WETLAND VEGETATION FQR CLARITY. 26.50
2. REFERENCE LANDSCAPE PLAN FOR WETLAND VEGETATION.
WETLAND 1
NOT TO SCALE
CLIENT: PREPARED IN THE OFFICE OF:
SOUTH PARK VILLAGE "4' ,6 0, PROJECT: .mow ¦ . . ¦ • . n C/~ i ~i NlIR17MIT~1 Sl:AI F•
INVhbTMt:N I b I ANU II, LLU SSip;1" - 40)
K imley-horn INI VERTICAL SOUTH PA SEAL VERTICAL SCALE: PARK VILLAGE
TITLE:
I 810 SET 03/14/07 - 4 HOLLY SF 028948 DRAWN 8Y: SPRINGS, NC
REV. No.: REVISION: DATE: DRAWN BY. °M ~ and Associates, In c. EXTE Br: CHECKED BY.. ELB DESIGNED BY:
is prepared. Reuse 'ENDED WETLAND DETAILS ••F~~;~; ~ R E LB
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepa of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Ass( and associates. Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 ////MILL Ap ATTACHED REFERENCE FILES-, JOB NU A CHECKED BY: 011, JOB NUMBER: SHEET NUMBER: C15.OV
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: (919) B77-2000 FAX: [phone] SEAL: 2 DM 011919012

RISER INLET BOX (WETLAND 2)
SCALE: N.T.S.
OPERATION AND MAINTENANCE
A
10° ,~J NORTH CAROLINA STORMWATER RULES ~ AS A MINIMUM. MORE FREQUENT INS PEAKED ROOF ENCOURAGED TO ENSURE THE PROPER RULES REQUIRE ANNUAL INSPECTIONS OF WETLANDS BY THE REGULATING AGENCY :NT INSPECTIONS BY THE LAND OWNER OR WETLAND OPERATOR ARE STRONGLY
PROPER OPERATION OF A WETLAND. THE TOWN OF HOLY SPRINGS CAN REQUIRE
B TRASH RACK MORE FREQUENT INSPECTIONS. ALL T B ALL TOWN OF HOLLY SPRINGS CODES SHAt.~ BE CONSULTED.
0 v A, MONTHLY INSPECTION
0
vi 1. INSPECT THE BASIN MONTHLY 2. REMOVE DEBRIS FROM THE TR 3. CHECK AND CLEAR THE ORIFIC 4. CHECK THE WETLAND SIDE SLO 5. CHECK THE VEGETATIVE AND R EL 454.25 (100-YEAR) FLOW SPREADER MECHANISM A EL 454.07 (50-YEAR) NTHLY AND AFTER EVERY RUNOFF-PRODUCING RAINFALL EVENT.
THE TRASH RACK.
ORIFICE OF ANY OBSTRUCTIONS.
A IDE SLOPES; REMOVE TRASH AND REPAIR ERODED AREAS BEFORE THE NEXT RAINFALL EVENT.
AND ROCK FILTERS FOR SEDIMENT ACCUMULATION, EROSION AND PROPER OPERATION OF THE
,NISM AND REPAIR AS NECESSARY.
B. QUARTERLY INSPECTION EL 453.75 (25-YEAR) TRASH RACK (REMOVED FOR CLARITY)
EL 453.35 (10-YEAR) t. INSPECT THE COLLECTION SYS EL 453.00 (TOP OF RISER) - EL 453.00 (TOP OF RISER} ACCUMULATED TRASH FROM B EL 452.61 (2-YEAR) 'ON SYSTEM (I.E. CATCH BASIN, PIPES ANO GRASS SWALES) FOR PROPER FUNCTIONING. CLEAR
=ROM BASIN GRATES AND BASIN BOTTOMS. CHECK PIPING FOR OBSTRUCTIONS.
PIPES FOR UNDERCUTTING. REPLACE RIPRAP AND REPAIR BROKEN PIPES.
EL 452.33 (1-YEAR) 2. CHECK WETLAND INLET PIPES
15" RCP EL 452.00 (WEIR) L- EL 452.00 (WEIR) 3. RESEED GRASSED SWALES, IN ERODED AREAS IMMEDIATELY. LES, INCLUDING THE VEGETATED FILTER IF APPLICABLE, TWICE A YEAR AS NECESSARY. REPAIR
1.00 SLOPE ATELY.
I N V 451.00 - EL 451.00 (ORIFICE) e EL 451.00 (ORIFICE)
~ . d ° • a? d ° C. SIX MONTH INSPECTION a
5' x 5' x 1 ~ \ \ 1. REMOVE ACCUMULATED SEDIM )OTING t SEDIMENT FROM THE BOTTOM OF THE OUTLET STRUCTURE.
CONCRETE FOOTING
2. CHECK THE WETLAND DEPTH g _ g \ ~ / - DESIGN DEPTH, SEDIMENT IS D. GENERAL INSPECTION DEPTH AT VARIOUS POINTS IN THE WETLAND. IF THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL
SECTION B- NOTE .NT IS TO BE REMOVED TO AT LEAST THE ORIGINAL DESIGN DEPTH.
1. MOW THE SIDE SLOPES, NOT 5, NOT INCLUDING NORMALLY SUBMERGED VEGETATED SHELF, ACCORDING TO THE SEASON. iT IS TO BE 6-INCHES.
SECTION A-A MAXIMUM GRASS HEIGHT IS T 2. CATTAILS AND OTHER INDIGEN NOTES: BE REMOVED WHEN THEY COV
INDIGENOUS WETLAND PLANTS ARE ENCOURAGED ALONG THE PERIMETER; HOWEVER, THEY MUST
iEY COVER THE ENTIRE SURFACE AREA OF THE WETLAND.
1. 1. RISER TO 8E PRE-CAST CONCRETE STRUCTURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR 3. NO WOODY VEGETATION SHALL J SHALL BE ALLOWED TO GROW ON THE EMBANKMENT WITHOUT SPECIAL DESIGN PROVISIONS.
APPROVAL.
2. 3. 2. ORIFICE: 2.5" PVC DRAWDOWN PIPE 4. DEBRIS SHALL BE REMOVED F 3. WEIR: 10"' HORIZ. CLOGGING. ROVED FROM BLOCKING THE INLET ANO OUTSET STRUCTURES AND FROM AREAS OF POTENTIAL
RISER INLET BOX (WETLAND 2) DEAD VEGETATION SHALL BE ACCOMPLISHED.
SCALE: N.T.S. 5. PERIODIC REMOVAL OF DEAD 6. THE ORIFICE IS DESIGNED TO TIME, THE SYSTEM MUST BE 7. ALL COMPONENTS OF THE WE
JED TO DRAW DOWN THE WETLAND IN 2-5 DAYS. IF DRAW DOWN IS NOT ACCOMPLISHED IN THAT
ST BE CLOGGED. THE SOURCE OF THE CLOGGING MUST BE FOUND AND ELIMINATED.
THE WETL_ANO SYSTEM MUST BE KEPT IN GOOD WORKING ORDER.
12" 12"
4~ REFER TO GE (C0.01) FOR NOTES AND L 0 GENERAL NOTES SHEET
FOR ALL APPLICABLE
CONCRETE SECTION . a a #4 REBAR ~ 12" OC AND LEGEND.
SPILLWAY CREST Tpp OF DAM ELEV. 455.50 ELEV. 454.00 c ~ ° a' Q IN FRONT & REAR FACE
10' OF COLLAR. REBAR TO a HAVE 3" MiN. CONCRETE COVER
3' ~ 3' a FROM EDGE OR FACE OF COLLAR
2 ° ° ° a PREL NOT FOR ELIMINARY
1~ n ' ~ NOTES: .OR CONSTRUCTION
g' ' ad a ~ 1. ALL CONCRETE TO BE 3000 PSI
~ -I I I_ 1 ~ I-_I ~ s - ~ ~ I-III=- - I1-III= a. a a NON-FLY ASH a
a 2. APPLY 1 /2 THICK WRAP OF
i~ 1 I I I I I I~ IEVEL -I ( ~ 3 ' -III-I (I-III (I I-III-) I I Q ASPHALTIC CEMENT AROUND
SPILLWAY CREST -I I_I DISCHARGE PIPE 6" BEYOND
2'-U" 8~ 8' PLANNED SEEPAGE COLLAR
-I I 2~_~, COMPACTED - ~ ~ . a ON BOTH SIOES. • a ° ~ 4 3. APPLY ADDITIONAL ASPHALTIC
SUBCRAOE ' ° ° a a a CEMENT AT PIPE/SEEPAGE
a ~ ~ COLLAR INTERFACE ON
II III- 5" THICK 4000 PSY a ° 4 a UPSTREAM FACES.
CONC. W/ 6X6, f0/1 I, III .i'_I 2" F~ TOP I I I I_~ I I -III-I 4 ~ ° ~ " 4. TO BE FIELD INSPECTED BY
a- a a~ Br GEOTECHNiCAL ENGINEER.
v a ~ ASPHALTIC CEMENT TO MEET
CONCRETE SPILLWAY B RIP-RAP d SO MEDIMI OR EXCEED FEDERAL SPECIFICATION SS-153
NOT TO SCALE o~.=8~ ~ FILTER TYPE 1: ASTM-D-2822-75
TYPE t .
CONCRETE SEEPAGE COLLAR
SCALE: N.T.S.
10' Minimum nimum mence
EXISTING GROUND Riser Crest EL 453.00 Maintanence Access T 10" Intermediate Weir ~ :ess Top Of Wetlond EL = 455.50
Top Of Wetland EL = 455.50 Emergency Spillway EL = 454.00 (10' Wide x 20' Long)
INV 452.00
2.5" PVC Drawdown INV 457.00
Flared End Section
- Normal Pool EL 451.Q0 15" RCP Barrei~ 1.00 0 1.00% Min. w/ Rip-Rap Apron
6: 1 INV OUT 450.50
4-6" Marsh 6-12"
RCP CULVERT 6-12~~ Marsh 'y M 0r5h Anti- ~ Anti-Seep Collor
Bottom EL 447.00 Micro Pool Micro Pool ~ <
Bottom El 447.00 Bottom EL 447.0Q -INV 451.0 Fiii riser 4~ with concrete to V 451.00
Forebay
NOT
serve os anti-flototion device
1. PROFILE SHOWN WITHOUT WETLAND VEGETATION FOR CLARITY.
2. REFERENCE LANDSCAPE PLAN FOR WETLAND VEGETATION.'
3, MICROPOOLS AND FOREBAY MUST BE PUMPED IF THEY NEED TO BE DRAINED. WETLAND 2
NOT TO SCALE
PRFPARFd IN THE OFFICE OF: CLIENT: Q~'11 IT1.~ D~QI[ V11 1 Dl~C ~~~~~~~~~~~r~~~,. °A,`~,,. PROJECT:
' V V V / I 1 1 r,%1 sf\ 1V V /"%%mA ` • UAY •0 10/u/
INVESTMENTS I AND 11, LLC oQESSio q / H011ZONTAL E:
i m ley Hor d ~ IN) K VERTICAL SCALE: SOUTH PAI PARK VILLAGE
TI TAE: SEAL ~ - 1 4'
1 BID SET 03/14/07 - • - 028948 ORAWN BY: HOLLY S : ELB SPRINGS, NC
DATE: DRAWN BY: REV. No.: REVISION: BY: CHECKED BY: and Associates, Inc. EXTEN 'ENDED WETLAND DETAILS 09000000 DESIGNED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepar is prepared. Reuse and Associates, Inc. P.O. BOX 33068 - RALEK)H, NORTH CAROLINA 27636-3068
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Ass Copyright Kimley-Horn and Associates, Inc., 2007 A41LLE9-1CHECKED BY: ATTACHED REFERENCE FILES: JOB NU SEAL. DM 011 JOB NUMBER: SHEET NUMBER: 011919012 C15.07
PHONE: [phone] FAX: [phone]

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t ~ l ,r ! l! r 1 1 ~ ~ t , ~ r f l l i l t ! r I 1 r r l i _ n
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d 1 ~ _ i.. i 1 1 's~ ~ ,,r ,oo o so ,oo Zoo 400
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1 i'.
1 ZONED R-20 ~ ( IN FEET )
~J ~ r~r`/ ~ 1 inch = 100 ft.
0 1 1 l ~ 1 4 ~4 NOTE:
1 / 1 ~ ' 'j 1. SEE SHEET L11.00 FOR TOWN OF HOLLY SPRINGS as
1 ZONED R-20 1 1~~ PLANTING REQUIREMNTS TABLE.
f j ~ 2. SEE SHEET L11.00 FOR PLANT LIST AND LANDSCAPE CAPE PRELIMINARY
NOTES.
3. SEE SHEET L11.01 FOR LANDSCAPE DETAILS. NOT FOR CONSTRUCTION
~ ' PR PARED IN THE OFFICE OF: E
SOUTH PARK VILLAGE ~?••``~Nc,aRO••• "4' ,6 0~ PROJECT: ~~w~a i~~ ¦~w ~ ~ ~ • • w ~ A~~~~~~~..j~~~~~I ~I HORIZONTAL SCALE:
INVhti I MtzN 1 5 I ANU I1, LLU ' F~•:?~
KTI iLE: VERTICAL SCALE: SOUTH P H PARK VILLAGE
one,
I 81D SET 03/14/07 - OVERALL PERIMETER oRAWNe!A HOLLY s~~'~OZ VAC .Y SPRINGS, NC
REV. No.; REVISION: DATE: DRAWN BY DRAWN 0Y: CHECKED BT: _ °M ~ and Associates, Inc. 40 DESIGNED 8Y:
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was f ANDSCAPE SCREENING PLAN ANC~VAC CHECKED BY: ATTACHED REFERENCE FILES: SEAL: JSA JOB NUMBER: SHEET NUMBER:
of and improper reliance on this document without written outhorizotion and adaptation by Kimley-Horn and Associates, Inc. shall be without liability io Kimley-Horn on( Ho~~aa~a°rnuo<ates`ui~. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 LAN 011919012 L10.00
Copyright Kimley-Horn and Associates, Inc., 2007 PHONES [phone] FAX: (919) 6T/-2050

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( IN FEET }
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INGS
ESCAPE PRELIMINA""Y
NOT FOR CONSTRUCTION
T' !N DATE: T ~ .
PREPARED IN THE OFFICE OF; ¦ ~ ~ ~ ~ ~r 4 1 i ~ 1. ~
• CIO, • -41P : h1C1FtILVNIAL SGALt:
KiMiey=horn INVESTMENTS I AND II, LLC , F"•. „ 1 = 40 SOUTH VERTICAL SCALE: TH PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - o"" TITLE: NSA HOLL DRAM BY:
1 BID SET TO CLIENT 03/14/07 _LY SPRINGS, NC
REV. No.: REVISION: DATE: DRAW - °M DRAWN BY: CHECKED BY: and Associates, Inc. ti6 E LB
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn Which it was prepared. Reuse DESiGNELB• LANDSCAPE PLAN se'
ley-Horn and Associates, inc. P.O. BOX 33068 - RALBGH, NORTH CAROLINA 27636-3068 CHECKED BY: ATTACHED REFERENCE FILES: NM JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] SEAL: DM 011919012 L10.01

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i I • • NOT FOR CONSTRUCTION
~ ~ DATE: ~ ~ - . ~I ,
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_ Klmle y m Horn T,TLE INVESTMENTS I AND 11, LLC Sc ~ ;:ti'-.~ H01120NTAL ~COALE: ~ VERTICAL SCALE: SOUTH P, ~ PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - ",A HOLLY DRAWN BY: %
t BID SET TO CLIENT 03/14/07 - 40 Y SPRINGS, NC
NN BY: CHECKED Br:
REV. No.: REVISION: DATES DRAWN BY: ~ and Associates, Inc. A was prepared. Reuse 't LANDSCAPE PLAN DESIGNOLB•
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was pr of and improper reliance on this document without written authorization and adaptotion by Kimley-Horn and Associotes. Inc. shall be without liability to Kimley-Horn and ono and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 EBB Si ATTACHED REFERENCE FILES: J0 I~ CHECKED BY: JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX [phone] SEAL: DM 011919012 L10.02

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This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which i ;imley-Horn and Associates, Inc. SEAL: DM
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-1-14 PHONE: [phone] FAX= [phone]
Copyright Kimley-Horn and Associates, Inc., 2007

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_ Kimsey-Horn TITLE: INVESTMENTS I AND 11, LLC F ~y ~U1~UN'A~4Q~t: VERTICAL SCALE: SOUTH P i PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/47
1 BID SET TO CLIENT 03/14/07 - ~DRAM B!A HOLLY Y SPRINGS, NC
vM cwcaceo er:
REV. No.: REVISION: DATE: DRAWN BY. °M ~ and Associates, Rn ar: Inc. it was prepared. Reuse LANDSCAPE PLAN G 1 oESicNELB. ~j?~ E LB
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was pr of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates. Inc. shall be without liability to Kimley-Horn and iao and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 CHECKED BY: ATTACHED REFERENCE FILES: J SEAL: DM JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] 011919012 L10.04

1 . x F S ~
1 i ~ . -r J .e. 1 'w•... % ~ i
% '7 / ~ / / •l l.I~~ M• i
1 ~ ~ ~ J ~ f / f y' ~ - / - ! • . i / . / r
f ~ f f ~ ~ ti r-. f ~ t / ,Y f ~ / - , 4 i /
r ' ff / i ~ i r / / ; . ~ ~ i _ ENTERING SLOPE 3 YO i MAX.
i rr f ~ ~ ` j 7 1 ` 1 i l ~ 1 t ' ~ / i ti ~ f / ~ r f i 'r ~ .4 ~ % STABIUZAI'ION AND PLANT MA ' - AQ11A71G PLANt MATERIAL (7Yj ~ SEE PLANtING PLAN. I MAX. FOR SLOPE ?NT MATERIAL.
I _ i f / ~ C ~ ~ ~ 4 / / ~i , / f I ,j ~ ~ 1 i! i / r~ ' \1 f~ 1 ~ ~ r i ~ I ~ i ~ ~ i t: ~
f / I\ .i .f ~ ~ 7 i ' i i ~ % i ~ i i tt / ~ ~ ~ ~ i r+ •t i ~r ~ ~ I / ' ~
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i / ~ } ~ j~ ,4 I i ~ ~ ~,ti
j ~ , f ~~i ! ~ , -T ~ ! ~ ~ ~...T / ~ - _ -POND NORMAL WATER LEVEL. .EVEL.
I ' i ~ 1 r' t t ~ i ' ,i l ~ ~ r ''h ~ f f / \ ~ / ~ ~ ~ l ~ ~
J ~ f ~ i i f r r '.L ~ ~ ' ~ ) POND SIDE 9LOPE5 3 TO I MAX 0 1 MAX.
r y~'~ ~ fir..... i~ ! ~ , % ' ~ \ ~ i / / ,
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7 ~ ~ ~Z~ ~ ~ M~a 4.v -I I Imo;
i r,,,...._-- 'r., 1 f1 ,1 ~ II II~:~
' f / ~ ~ I~ I ~ a PLANT ALL AQUATIC MATERIAL kTERIAL IN
. S ~ ~ ~ ii r' ' ' I -III-III-III-III 1 'i = ~'i I (-III- ToPSaL. sEE woi-ES FoR DE ~ , ~ ~ I i-1 I I-1 I I-1 I i-I I i-1 I I- :OR DEPTH OF TOPSOIL.
~ ~ ` ~ ~ f' ~ 1 f~ \ l / \ Y / 'j i-III=III-I I ~ =I I I- - Ex~STlrw UNpI5tUr~D SUS~w r / / SUBGRADE,
f~ ~ ~ ~ ~w 1 • ~ ~ ) f ~'w J ,
c ~ A ,r~ { ~ t ~ \ ~ 4`~. , l e. ` s
(J f" ~ ! ` j' /
~ t ~ s 1 . r ' . ~ / ~ ; i `°~~`Z ! % ` , OPEN WATER WETLAND AREA PLANT DETA )ETAIL
~ ! AYY ~ ~
t ~ - r' ~ ..,..,r.....,~..,.... .,.,,.f ~ ~ ~ ~ 'h \ 1 ' ~ ~ ; '1 1 ~ , ~ ~ 1 i _ N.T.S j {
' t t r ~r' f ~ Jr''" . 1 ~ • ~ 1 ~ i j ; t ? ti ~ ` t ~ / ~ I EXISTING GRADE
~ f ~ t ~ ~ ` 1 ~l ~ ~ ~ 3 ~ tF ~ ~ f ~OR PROPOSED GRACE
! ~ ? ? t + ~ ? ? ~ ( ~ ~ r • i # ,i ? ? n~ ~ ~ ~ r ~~k / ~
l ~ t t . ~ 1r.».J r y l J! f ? ? ? ? t ? 1' ? ? ~ ~ .i~ ~ ~ ~ ~ , 1 ~ r-.G ~ ~ ~
t ? ? ? t f • • ! ~ ~ ~ • c _ ~ ~ ? ? ? 4 ? ? ? ~ ,i , ,Y ~ ` 4 INCHES MULCH MULCH
~ ? ? ? 4 ? i ? ~ t ? ? ? ? ? t t t t ? ? ~ 1 ? ? ? ? ? ? ? t ,\t / / (SEE LANDSCAPE / / ~ FOR TYPE OF MU ~ 1 DSCAPE NOTES OF MULCH )
~ "r , ,w• , ~ , i t
. Y.V F ~A f L =.7 GYI3 t1Cd~L ~q~~`Y• ~ ~1M ~YAa.~ ^ ' ~Ry.'!('~ ~ ~ ? ~ ? ? ? ? ? r `>,'r~"i 4:w~,If .F~a~.• i ~t~ „\t. f V+., f' r ~ i' #l ~ )~1r l yy ~ y.. f.:' a ~,:t~ ~t a +r2T.t,~,,.~ f ,y ~'r~, ~ 7wA• ~ ? ? T ? ~ ? 11 1 '-.1 i ~ ~ ~ ? 4 ~ i i ? ~ ? + ~ ~ ? ? c
~'~*i a ~ ? ? ? ? ? ? ? ? ? ~ ? i ? ? . , r!. j , ' I IF SHRUB IS B & ~ ~ REMOVE BURLAP IS B & B. THEN JRLAP & ROPE
t ~ ' ~ 1 ,~~;a ' ~`.t j'~ 2, ~ a FROM TOP 1 /3 O ~ ti ~i 1/3 OF BALL
~ ~ ~ •,A `'4,, i ~ I.~ ~ ~ / ' , ,'t. ~ BACKFILL MIX AI X
~ f 1 ~ t ' ~ ( r 'ti... ~ ~ ~ , ~,i ~ , . ? ? ? ? ? ? r''~! a ? ? ? ? ? ? ? 1'~ i i
l •ti t / NDISTURBEO SUB ~ED SUBSOIL
z 1 t l~ ? ? ? i t ? 4 + 1 ~ .1 t ? 4 ? f - - ~l 1 + 4 ~ ~ ? + 4 t i 4 + ~ 1 0 1 ~ ~ } ;i, , .
~ 1 1 j T 7 + 7 + + ~ 1 , N 1 ~ • + t I ~ : , 1 i
0 1 • ? +1
~ t . ! 0 0 r t; } `j O 1 ~ ~ ~ .~1 , f
00 1.-• ~ 00 ~ .r •
t ~ r ~ ~ 0 0 1~ ~ ~ ~ 1 ~ SHRUB PLANTING ON SLOPE
~ • ? ? ? j'' ~ M ~ I • j ~ r * i ~ N.T,S. ~,,i;,,l t,'` ~ , , r~ I
, ~ ~ fir: ' ~ • f ~ , • 1 r' 4
•':''i•''`~ ~ • •w 1 ••i ~ i v ~ 0 .t • t•' i ~
. ' 3'. ~ a . .r ~ • ' ~ . O `~i~~ WETLANDS GRADING & PLANTING NOTES:
/ ~ ~y I. • . l • 'r • r/~ / ~y ~ - TAKEN FROM THE UPDATES a2AFT MANUAL OF STORMWATER BEST MANAGEMENT PRACTICES ?CTICES
• .r.•'r I ~•i~ . • D rte,. ' ~ ~ ~ ' 1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS MAINTENANCE. AND EQUIPM ' ~ I 2. AlL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE OA ~ r , EQUIPMENT.
i f ~ ~ l • f ! J THE DATES AND TYPES OF
ti ? J• / i ~ I • • 7 .~,A,N,wglwi.y, ti,~`` . ~ J. ~ a'~ WORK PERFORMED AS WELL AS WHO PERFORMED THE WORK.
.'~i t i' ~ i 3. OEVEIOPMENTAI PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS. ASONS.
i, t ~ i ~i 4, AT MATURITY, 509 OF THE INSTALLATION MUST STILL ~ GROWING AND HEALTHY. f ~ } ~ 5. INFERTILE SOILS MOULD BE AMENDED BEFORE INSTILLATION AND THEN FERTILIZED PE ~ 6. ACCEPTABLE FERTILIZERS CAN 8E: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN iY. ZED PERIODICALLY THEREAFTER.
~ ~ f • ~ . 1 i r 1 t ~ ~ / 1 Y ` t~. GREEN CROPS.
v. 'y ~ i ~ ~ ~ ~ , ; ~ 7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR 11iE BASIN MAY REQUIRE STAKING. ~ ~ NOT TO DAMAGE THE ROOTS OF THE TREES WHILE STAKING. THE STAKES SHQULO BE <ING. CARE SHOULD BE TAKEN
• • • i i i i ' t ? ~ ~'r ~ i~ ~ TO 18 MONTHS. 1L0 BE KEPT IN PLACE FOR 6
? t • ~ ~ • ~ ? t t ~ ~ ~ ~ i ? t t t ' ~ ~ ~ S. WEEDING IS OFTEN NECESSARY IN THE FlRST GROMANG SEASON, PARTICULARLY IF HER ' ~ ` ~ ARE - PETING THE YOUNG WOODY VEGETATION GROWTH. GRASS SHOULD BE REM . IF HERBACEOUS GRASSES
. 'ti i . • \ ? ~ ~ / • i ~ i ~ r:~ ~ t ~ ~ ~ I OUT COM , ~ ~i ~ s / ALL SIDES OF THE Sal BIOENgNEERING ELEMENT, THE NEED FOR WEEDING MAY BEIA BE REMOVED TO ABOUT 6" ON Y BELARGELY ELIMINATED BY
• ~ ~ 4~ ~ ~ ~ ? ? ~ ~ ` i ~ ~ t jf MINIMIZING THE AMOUNT OF SEED USED FaR TEMPORARY EROSION CONTROL.
• 1 } } } t i 4 ? ? ? ~ ~ ~ f L i M i i ~ ~ ~ ~ 9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6' HARD SOILS MAY REQUIRE DISKING. SKING.
• r'. . ? ? ? ? ~ ~ t ? ? ~ ~ s s ~ t ? ? f ? I t ~ ~ ~ ` f ( 10. WHENEVER POSSIBLE. TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10' AND UGHTL i ~ ~ 't_ ~ ' ~ ~ MINIMUM THICKNESS OF 6' ~ LIGHTLY COMPACTED TO A
- ~ ~ i i i ~ r * < f 11. ?HE OPTIMAL PERIOD FOR TRANSPIANTIN6 EXTENDS FROM EARLY APRIL TO MIO-~JNE )-JUNE SO THAT THE WETLAND
F / i~ ~ ' ~ f l ~ ~ ~ ~ i ! i PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD 1NE ROOT RESERVES NEEDED ~ ~ ~ I 12. POST-NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERNAT. 8ET1 `ti PLANTS AND THEIR INSTILLATION BECAUSE THEY ARE PRONE TO DESICCATION. THE S ` ~ ~~J~ FREQUENTLY WATERED FERTIUZEO ANO SHADED. IEEDED TO SURVIVE THE WINTER.
• j 1 R IAl. BETWEEN DELIVERY OF THE THE STOCK SHOULD BE
a ~ • r J 1 ~ t~ 1 1^,~....,,~..r,,,,,, (rte' ' ~ t ~ ~ f
• «4 • • . • r' ~ ~ ~ ~ ~ / 13. A WET HYOROSEEU MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH VEGETATI f ' ~ WETLAND WITHIN 14 DAYS OF CONSTRUCTION. FOR RAPID GERMINATION, SCARIFY THE :GETATIVE COVER IN THE FY THE SOIL TO A HALF-INCH
• • • ' • I + ; ~ ~ '~r. ~ ~ I ~r~%, ~ /j PRIOR TO HYDROSEEOING
' 1 ~ • • \ t 1 , J , ~ f,. t / ~ ! 14. IF THE WETLANQ WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP = CLEANED OUT. GRADED, AND VEGETA7E0 WITHIN 14 DAYS OF THE COMPLETION OF THE TRAP THE BASIN MUST BE
. ~w~',-r i ~ i 1 I / i ' - 1'J ~ ' r PROVIDED THAT THE DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED. r''' OF THE CONSTRUCTION.
'ti, ~ ~ \ J f \ / ! ~ 1 i J ; ~ i' - - 15. CAUSE MOST STORMWAIER WETLANDS ARE EXCAVATED TO DEEP SUB-SOILS, THEY ~ , f NUTRIENTS ANO ~26ANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS THEY 'TEN LACK THE
~ a` ~ , , ~ 1 \ y\ ~ 1 ~ ~ ~ \ ~ ~ / ' PLANTS. AT THESE SITES, 12"
~ ` / ~ ~r t ~ / _ , ` 'i ~ 1 / ~ ~ \ l / / -""""r OF TOPSOIL OR WETLAND MULCH SHOULD BE AOOED TO ALL DEPTH ZONES IN THE WE BELOW THE NORMAL P00~ TO 6° ABOVE. WETLAND MULCH IS DEFINED AS A TECHNIO MARSH AREAS BY SPREADING THE TOP 12" OF WETLAND SOIL FROM A DONOR WETLAN THE WETLAND FROM 1 FOOT IECHNIOUE FOR ESTABLISHING
~ ~ ` L ~ ~ ~ ~ ,i ~ , ~z ~ ~ ~ , ~ ~ ; ~ 1 ~ f WETLAND OVER THE SURFACE
` • -rte.... \ 1 + ~ ~ f i ~ ; OF A CONSTRUCTED STORMWATER WETLAND AS A MULCH. THE MULCH IS BEST COILE THE GROWING SEASON. COLLECTED AT THE END OF
i / 16. THE WETLAND GRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRI~2 T TO PRESERVE SOIL MOISTURE AND WORKABILITY. PRIOR TO THE PLANTING OATS
• 1 l.r,,, ~ \ \ ~ ~ ~ ~ ; ~ ~
w - ~ \ . ~ r < ` , 1 ~ \ t \ _ ~ ~
\ ~ . 1 \ ` ~ ~ ~
~ ~ \ ~
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4~ ` , ` ~ , on' Common Winter Berry 3-GAL. 36" O.C. polienate with 'Jim Dandy
A ~ ex ver ~c~ a a aca on
~ ~ era a ni o is ~ , Summersweet Clethra 1-GAL. 24" O.C.
i ~ ~ r ~ I I ~scus most eu os Rose Mellow 1-GAL. 24" O.C. herbaceous erner ent
\ \ ~ ..v__.. - - ~ ..v__. _ _ ez o ra Inkberr Holi 1-GAL. 24" O.C. G Sweetflo LG. PLUG 24" O.C. U to 6" herbaceous emer ent ~ 0 20 GRAPHIC SCAiiE
.4 ~ ~ ` \ , ~ . ; corns ca amus
~ \ i , Tecta' River Cane LG. PLUG 24" O.C. Up to 3' bunch grass 20 40 gp 160
~ ~ e run mor~a ~ on eo ec a .M.. r
' ~ ~ _ ~ erex s ric a ~ Tussock Sed e CONT. U to 6" bunch roes
ti, ~ )j emna minor ~ 1 Common Duck Weed LG, PLUG 24" O.C. U to 3' a uatic lant ( IN FEET )
~ ~ ~ ~ o ~ •4 ~ ~ i a urn o u ea American Lotus LG. PLUG 4" U to 3' aquatic plcnt i inch = 30 ft.
,,M ~ \ ~``ti, •,~4 ! o 0 0 o r ~ ,r. on a aria cor a o ue W • • • lue' Blue Pickerel Weed LG. PLUG 24" O.C, Up to 12" aquatic plant
`4, . e ~ ~ ~ - e anoro v~r mica Arrow Arum LG. PLUG 24" O.C. U to 3~ aquatic plant
~r. ~ , t ~ car us a rowrens + + + Dark Green Bulrush LG. PLUG 24" O.C. Up to 6" aquatic plant
~ , . _ _ _ . \ r • . a i aria a i io Duck Potato LG. PLUG 18" O.C. U to 1' aquatic plant
. ~ ~ ~ ~ ~ r' Softstem Bulrush LG. PLUG 18" O.C. Up to 3" aquatic plant
~ ~ ~ \'ti ~ J ~ { t
1``~ ~ r 1 r 1 f ~ ~ • . ~ ~ ~ ri era eor ~a em . ca ce . ~~a Wox Myrtle i-GAL 24" O.C. form is spreading and low RrEli NOT FOR CONSTRUCTION
~._f , ~
.
\ • ~
~••„•'x... PREPARED IN THE OFFICE OF; ¦ r¦ ¦ ¦ ¦ SOUTH PARK VILLAGE oATE. PROJECT: ~..~'xtN CAi~?. 4/~ 6/0~
HORIZONTAL SCALE:
INVESTMENTS I AND Ii, LLC SOUTH
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - Kimley-H~rn TITLE: VERTICAL scn~: TH PARK VILLAGE
1 BID SET TO CLIENT 03/14/07 - DRAWN B!A HOLLY .LY SPRINGS, NC
REV. No.; REVISION: DATE: DRA1M This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it wi WETLAND PLANTING PLAN t~~DESIGNDLB•
°M ~ and Associates, Inc. DRAWN BY: CHECKED Br: hick it wos prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn ey-Horn aid nssamies, inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 0` slop. CHECK D BBY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] SEAL: OM 011919012 L10.05

r { ~ ..-3•

` . _ _ _ _ ENTERING SLOPE 3 TO i • ~ STABILIZATION AND PLAN v TO i MAX. FOR SLOPE
PLANT MATERIAL.
T. ~ r n i l"
. ~ ~ ~ ~ ~ ~ ; / `'t i - ,~?IJAtIG PLANT MATERIAL J~ ~ l.' ~ 9EE PLANTINGr PLAN. kTERIAL (TYP.
~ ~ f / r ~ 1LrrS 1 ! 1 J ~
j t ~ J l ~ , r i . ~J ~ ~
i .%q ~j f r~ ~ ~ ~ i { ~ ~
_ 3 ~ ~ai r.`:a;:t ~3'~ ~ i 1~,, r _ _ SEE PLANT U87 FOR MAX / r~ pp~p ~MAL WATER LE POND 51DE STAPES 3 70 I OR MAX, PLANTING DEPT14
E 1 i l ~ 1 ~ • ~ J 5 \ \
~~4 J ~ J ~ ~ > I rER LEVEL.
1 ~ ~ i 1 !`j 1 ~ i ~
`...r~ ~ ~ 1 1 1 ~ 3 3 TO i MAX.
4 I S ~1 j 1 r..;. -
~ 1 ~ 5
f i ~ ~ i ~ ~ ` ~ ~f~~ry
t ~
c i f~'~ tr:, t~. II I I~ I I~~ (I l ~ ~ ,~~I~a~ i_ _ _ PLANT ALL AQUATIC MAt =III III-III III I. ~ ~ ~ I I I-III 7oPSOiL. seE NorES Fo ~~-I 11=1 I ~I I I-1 11=1 I I-III- X MATERIAL IN
w""y~w~i f' I ^y', TES FOR DEPTH OF TOPSOIL.
'P. ~ 1 ~ ~~I I II I Ii ~ ~I I ~ I I I~ ~ I, - oclsTlrw UNaSru~sED s OPEN WATER WETLAND AREA PLANT D ~ _ _ ..N. T RBED SUBGRADE.
i i ~ ~ ; '~r, 4f
E i 1
~ 1 i~
~ Z ~ .z., / r
r 1 J• 1 t ~ I; ' e
+111} 1 ~ ~f i ~ .fir f ~ ~ ~:.x?~ / ~ ~ \ • IT DETAIL
~ / 1 't. i I ,t j / ~ t ~ N ~ + ~
J' ~y~ l~ ~ .r ~ t t + .r ~ ,
~ i . ~ ? ? ?
j . ti s 1 . . i ~ ~ 1~
r ~ r / { f; ~ ,
.v, { ~ 'J ~ ' ~ / ,
~ ! ~ • ~ ! ~ } ~ ~ r~ i ~ ~ ~ ~ ~ . ! / / ~ r~ ' ~ L ~ ~
~ ~ 1 r 1 . r • ~ ~ / ~
~ . + : ' ~ ~ 1 4~ 1-r ~ \r ` . 1 ,`...'.1. l,\
~ ~ ~ /
r ~ ~ ~ / • I ~
's 1 ~t f-~ EXISTING GRADE ~ /~OR PROPOSED GRADE
1 i
. i i i . • ~ ~ ~
i ~ ~ ~ ~ ~ ~ ' ~ ';'tom ~ J 1r u. ~ `t`om ,S>` ~ ~ ~ ~ ~ ~ ~ iES MULCH
s j t ~ ~ ~ . i ~ ' (SEE LAN~S . LANDSCAPE NOTES
i f t / t ~ ~ .t \ FOR TYPE OF YPE OF MULCH )
~ ~ w xy ~ :r'~ • •
~ + r ~ + t 1 ~ ~ • ~ '.1 i ~ ~ l 1 y ll 1 ' IF SHRUG IS REMOVE BUR 2' ~nN, • FROM TOP 1 / tU8 IS B & B, THEN
t ~ 1 y l yy T T T T T I.•' ~ T T i T ~ T T T ~ ~ ~'ti. :u; y 1 yy ~ ~ • T T T ~ ~ ~'~ti • R , fE BURLAP & ROPE TOP 1 /3 OF BALL
` ~ + ~ i ~ ~ ~ ~ ~ ~ ~
cs ~ ~ ~ + + i i 12 J \ _ BACKFILL MIX 'ILL MIX
/ \
130 i'l ~ ~ ~ + + + ~ r t t t t t \ AC UNDISTURBED rURBED SUBSOIL
j
.S `
~ ~ 20 ~ ~f~ ~ SHRUB PLANTING ON SLOPE . c
\ J 14. f.~). L \ d ,S. Y,
Pv ,
45 \ ~ \ ~ CA AG IAA AG pC SA SL HM
f
MC A
~ 70 ~ oa ~ 280 17 ~ 80 120 \ 70 110
.
~ ~ ~ ~ .
~ , \
I
` ~
.
WETLANDS GRADING & PLANTING NOTES, TAKEN FROM THE UPDATED GRAFT MANUAL OF STORMWATER BEST MANAGEMENT PRACTICES
U'~lE=-T~L.~lNDS ,qFZ~.~ F'l._ANT l_I
1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE. AND EQUIPMENT.
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUQE THE OAlES AND TYPES aF WORK PERFORMED AS WELL AS WHO PERFORMED THE WORK. T TANICA NAM C MM NAME SPACING WATE EVERGREEN Q 24 Ilex verticillata 'Cacopon~ Common Winter Berry 3-GAL. 36" O.C. WATER DEPTH Notes GRAPHIC SCALE
3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS. pollenate with 'Jim Oondy' zo o zo 4o ao 160
4, AT MATURITY. 50~ OF THE INSTALLATION MUST STILL BE GROWING ANO HEALTHY. SHRUBS
5. INFERT0..E SOILS SHOULD BE AMENDED BEFORE INSTILLATION AND THEN FERTILIZED PERIODICALLY THEREAFTER. 6. ACCEPTABLE F'ERTIUZERS CAN 8E: MINERALS ORGANIC (MANURE), COMPOST OR GREEN CROPS, R DEGDUOUS gethro alnifolia Summersweet Clethro 1-GAL. 24" O.C.
7, SAPLINGS OF TAIL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE STAKING. CARE SHOULD BE TAKEN -N SHRUBS ~ 30 Hibiscus moscheutos Rose Mellow 1-GAL. 24" O.C. herbaceous emer ent (IN FEET
NOT TO DAMAGE THE ROOTS OF THE TREES WNIIE STAKING, THE STAKES SHOULD BE KEPT IN PLACE FOR 6 ' ~ 31 Ilex labra Inkberr Hoil 1-GAI. 24" O.C. 1 inch = 20 ft.
TO 18 MONTHS. 8. WEEDING IS OFTEN NECESSARY IN THE FlRST GROWING SEASON, PARTICULARLY IF HERBACEOUS GRASSES 255 cores calomus Sweetfla LG. PLUG 24" Q.C. U U to 6" herbaceous emer ent
AREOUT-COMPETING THE YOUNG WOODY VEGETATION GROWTH. GRASS SHOUlO BE REMOVED TO ABOUT 6" ON N 430 Arundinaria i antes 'Tecta' River Cie LG. PLUG 24" O.C. ~P Up to 3' bunch grass
ALl SIDES OF THE SOIL BIOENGINEERING ELEMENT. THE NEED FOR WEEDING MAY BEIARGELY ELIMINATED BY . 465 Cerex stricta Tussock Sed e CONT. U
MINIMQING THE AMOUNT OF SEED USED FOR TEMPORARY EROSION CONTROL. 9. SOILS SHOUlO BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE OISKIN6. U to 6° bunch ross
10. WHENEVER POSSIBLE, TOPSOIL SHOULD ~ SPREAD TO A DEPTH OF 4-10" AND LIGHTLY COMPACTED TO A WETLAND 135 Nelumbo lutes American Lotus LG. PLUG 4" U U to 3' aquotic plant
MINIMUM THICKNESS OF 6°. 11. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-~A1NE SO THAT THE WETLAND ~p PLANTINGS ° ° ° ° 300 Pontederia cordata 'Blue' Blue Pickerel Weed LG. PLUG 24" O.C. Up Up to 12" aquotic plont
PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER. ER. lOO eltanaro virginica Arrow Arum LG. PLUG 24" O.C. U U to 3~ aquatic plant
12. POST-NURSERY CARE OF WETLAND PLANTS IS VERY IMP~2TANT IN THE INTERVAL BETVI~EN DELIVERY OF THE PLANTS AND THEIR MSTILLATIOM BECAUSE THEY ARE PRONE TO DESICCATION. THE STOCK SHOULD BE E ! + + + + 320 Scirpus otrovirens Dark Green Bulrush LG. PLUG 24" O.C. Up Up to 6" a uotic lant
FREQUENTLY WATERED, FERTILIZED AND SHADE0. 170 Sagittorio latifolia Duck potato LG. PLUG 18" O.C. U U to 1' aquatic plant
13. A WET HYOROSEED MIX OR OTHER METHOD SHOUl.O BE USED TO ESTABLISH VEGETATIVE COVER IN THE t~~. -Q 120 Scirpus validus Softstem bulrush LG. PLUG Q.~. Up GROUND a Up to 3" aquatic plont
WETLAND WITHIN 14 DAYS OF CONSTRUCTION. FOR RAPID GERMINATION, SCARIFY THE SOIL TO A HALF-INCH PRIOR TO HYOROSEEDING.
14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE BASIN MUST BE COVER 260 Myrico cerifera 'Georgia Gem' Wax Myrtle 1-GAL. 24" O.C. form is spreoding and low
CLEANED OIJT, GRADED, AND VEGETATED WITHIN 14 DAYS OF THE COMPLETION OF THE CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED.
15. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB-SOILS, THEY OFTEN LACK THE
NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS g20WTH OF PLANTS. AT THESE SITES, 12"
OF TOPSOiI OR WETLAND MULCH SHOULD BE ADDED TO ALL DEPTH ZONES IN THE WETLAND FROM 1 FOOT
BELOW THE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS OEFlNED AS A TECHNIQUE FOR ESTABLISHING MARSH AREAS BY SPREADING THE TOP 12" OF WETLAND SOIL FROM A DONOR WETLAND OVER THE SURFACE
OF A CONSTRUCTED STORMWATER WETLAND AS A MULCH. THE MULCH IS BEST COLLECTED AT THE END OF P RELIMINARY
THE GROWING SEASON. 16. .THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO M~2E THAN 3 DAYS PRIOR TO THE PLANTING DATE NOT FOR CONSTRUCTION
TO PRESERVE SOIL MOISTURE ANO WORKABILITY.
DATE: PROJECT:
PREPARED IN THE OFFICE OF: CLIENT: SOUTH PARK VILLAGE _..~.cN ca~e,~,~ 4 , 6 0~
imley-Horn T,TLE _ DM INVESTMENTS I AND 11, LLC ~ • HORIZONTAL 4SCOA-LE: H PARK VILLAGE
2 FIRST RESPONSE TO TOWN COMMENTS 06/4/07 - veRncnL SCALE: SOUTH N N/A HOLLY
1 BID SET TO CLIENT 03/14/07 - DRAM BY: _Y SPRINGS, NC
REV. No.: REVISION: DATE: DRAWN B This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was DRAWN BYE CHECKED BT: ELB
~ and Associates, Inc. WETLAND PLANTING PLAN y DESIGNED BY: OVQELB
of and improper reliance on this document without written authorization and' adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn an '-x«~ o~erAssociates, eu~~~. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3088 Wl CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] SEAL: DM 011919012 L10.06

SPECIFICATION LANDSCAPE NOTES
npE gyM,ll~Y BOTANICAL NAME CCMMON NAME CALIPER HE SHADE AR Acer Rubrum 'October Glory October Glory Red Maple 2 ~ /2a ~ TREES Qg Quercus shumardii Shumord Ook 2 1 /2" 1 CK Comus kousa Kouso Dogwood 2M HEIGHT SPREAD ROOT SPAgNG NOTES
,o' e&e AS SHOWN LANDSCAP ~ 8&B AS SHOWN .CAPE NOTES: TREE PROTECTIQN NOTES:
ALL PLANTS MUST S MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
6&6 AS SHOWN ALL PLANTS MUST 'S MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT UST. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTIO MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. REQUESTED TO SAVE AlL OTHER EXISTING TREES AND SHRU 'S ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY ~N IMMEDIATELY COVER ALL ROOT CUT SURFACES LARGER TH WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS 3*HRUBS OUTSIDE OF CUT/FILL LINES, IN >TECTION BARRIERS. THE CONTRACTOR IS ALSO
D SHRUBS WHERE POSSIBLE.
CC Cercis canadensis Eastern Redbud 2~ B&8 AS SHOWN ALL TREES MUST EANLY USING A DISC TRENCHER AND
UNDERSTORY IF Ilex x attenuata "Fosters" Foster's Holly 6 TREES g' B&8 AS SHOWN ALL PLANTS ARE INSTALLATION. 'ER THAN TWO INCHES IN DIAMETER WITH TREE
ROOTS ARE ADJACENT TO PROPOSED CURB &
MG Magnolia grandifloraLittle Gem' Little Gem Magnolic 2" g&g AS SHOWN ALL TREES MUST MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. GUTTER OR SIDEWALK.
Tp Taxodium distichum Bald Cypress 6 Eq Euonymous alota Burning Bush 18" g' 6~8 AS SHOWN ALL PLANTING AR 18" MIN CONT. 4~ O.C. PRIOR TO CONSTR AND SHALL AVOID 'ING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MAT TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED ON MATERIALS, TRAFFIC, BURIAL PITS,
.LOWED IN THE TREE PROTECTION ZONE.
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL L AVOID DAMAGE TO ALL UTILITIES ANO SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, lE SOIL AND LEAF LITTER UNDISTURBED.
THE WORK. THE D WITH GRASS ONLY IN DISTURBED/GRADED
IB Ilex burfordii 'Nand Dworf Burford Holly 24» 24" MIN 4' o.c. SITE APPURTENAN THE CONTRACTOR RTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. AREAS.
RACTOR IS RESPONSIBLE FOR VERIFYING ALL 4UANTITIES SHOWN ~N THESE PLANS BEFORE PRICING THE TREE BARRICAQES MUST BE INSTALLED BEFORE ANY DEMOU VY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT UST SHALL BE BROUGHT TO THE ATTENTION CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL ROJECT LANDSCAPE ARCHITECT AND ANY FIELD ADJUSTMENTS OR .QUANTITY ADJUSTMENTS MUST BE SEE PROTECTION FENCE FOR TREES WITHIN THE .SETBACK :D PRIOR TO PLANTING. DEMOLITION, CLEARING, GRADING OR
SHRUBS MC Myrica cerifera Southern Wox Myrtle 36" 36" MIN CONT. 8~ O.C. WORK. ANY DISC OF THE PROJECT UNTIL AFTER CONSTRUCTION.
(BACK OR RIGHT-OF-WAY ARE TO BE LOCATED
p~ Prunus Laurocerasus English Laurel 24" Z4" MIN CONT. 4~ O.C. AUTHORIZED PRIO THE CONTRACTOR AWAY FROM THE TREES A DISTANCE OF EITHER 1 FOOT PER )OT PER TREE DIAMETER INCH OR HALF THE THE DETAIL SHEET.
24" MIN CONT. 4' o.C. WATERING, SPRAYI ACCEPTED IN TOT 24" MIN CONT, 4' o.c. RACTOR IS RESPONSBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT UMITEO T0: HEIGHT OF THE TREE, WHICHEVER IS GREATER, PER THE DE SPRAYING, MULCHING, FERTILIZING, ETC.) OF THE PLANTING AREAS AND LAWN UNTIL THE WORK IS
PO P~unus Lcu~ocerosus 'Otto Luyicen' Otto Laurel 24" IN TOTAL BY THE OWNER.
RI Rophiolepsis indica Indian Hcwthorn 24" THE CONTRACTOR RACTOR SHALL COMPLETELY GUARANTEE ALL PL4NT MATERIAL FOR A PERIOD OF ONE (1) YEAR SEEDBED PREPARATION:
BEGINNING ON TH BEFORE OR AT TH ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS
R AT THE END OF THE GUARANTEE PERIOD. GRADED SLOPES AND FILL -THE ANGLE FOR GRADED SLOP 3CAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PRIOR TO THAN THE ANGLE WHICH CAN BE RETAiNE~ BY VEGETATIVE ~N, CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES ;D SLOPES AND FILLS SHALL BE NO GREATER
TATIVE COVER OR OTHER ADEQUATE EROSION
PERIMETER LANDSCAPE REQUIREMENTS & CALCULATIONS PERIMETER LANDSCAPE REQUIREMENTS & CALGULATIONS THE LANDSCAPE TOTAL INSTALLATION. CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADIN SLOPES LEFT EXPOSED SHALL, WITHIN 14 GRADING, BE PLANTED OR OTHERWISE PROVIDED
TOTAL o NG DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT 'FICIENT TO RESTRAIN EROSION.
INCREMENT S ~ LANDSCAPE MATERIAL P~ ~F pVy ~6 OF PW MATERIAL PROVIDED Pw REQUIRED INCREMENT S ~~C LANDSCAPE MATERIAL MATERIAL PW PW REQUIRED AFTER BEING DUG PROVIDED UNDER A MIST SY 2 LARGE DECIDUOUS ~ 2.5' CALIPER (8 POINTS EAGH) 16 80% ANY PLANT MATER MIST SYSTEM PRIOR TO INSTALLATION. VITY IS UNDERTAKEN ON A TRACT COMPRISING
2 LARGE DECIDUOUS Q 2.5' CALIPER (8 POINTS EACH) 16 21% GROUND COVER -WHENEVER LAND DISTURBING ACTIVITY IS f MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS AC OUS ACRE IS UNCOVERED, A GROUND COVER
SSE YARD SW-1 THRU SW~ (~,g 20NED PROPERIY~ 4 gMALL EVERGREEN SHRUBS ~ 24' (0.5 POINTS EACH) 2 20 10% TYPE A - 20 SHALL BE PROM P AND SIZE AND M 4 SMALL DECIDWUS SHRUBS Q 18" (0.5 PONITS EACH) 2 1091 PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OT ) OR OTHERWISE PROVIDED WITHIN 14 CALENDAR
3 SMALL DECIDWU3 Q 7' CALIPER (6 POINTS EACH) 18 2496 N~_~ SIDE YARD AND MEETING ALL PLANT LIST SPECIFICATIONS. DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTH UNDERTAKEN. i FURTHER ACTIVE CONSTRUCTION IS NOT BEING
{HIQHWAY S'.~ 8 LARGE EVERGREEN Q 8' (5 POINTS EACH) ~ 75 4~ NPE B - 75 STANDARDS SET F sw~ SDE YARD 6 LARGE EVERGREEN Q 6' (5 POINTS EACH) 5 5 ~p~ TYPE A-20 AND SHALL CONS (LB ZONED PROPERTY) i SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACC
10 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 5 7% L CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. _ED ACCORDING TO THE PLANS.
12 SMALL DECIDUOUS SHRUBS Q 18" (0.5 PONITS EACH) 6 8% ALl SHRUB, GRO 2 LARGE DECIDUOUS Q 2.S' CALIPER (8 POINTS EACH) 16 10% WITH TRIPLE SHR 4 SMALL DECIDUOUS Q 2" CALIPER (6 POINTS EACH) 24 15°'~ LOCATIONS OF EXI B, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTWG BEDS ARE TO 8E COMPLETELY COVERED AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH ,D WITH AVAILABLE TOPSOIL 4" DEEP. TOTAL
3 LARC+E DECIDUOUS ~ 2.5' CALIPER (8 POINTS EACH) 24 32% LE SHREDDED HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR (4) INCHES. SEE~BEO PREPARED DEPTH SHALL BE 4" TO 8~~ DEEP. P.
HALL BE REMOVED FROM THE SURFACE SO THAT
13MALL DECIDUOUS Q 2' CALIPER (6 POINTS EACH) 6 89G OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL B ~N AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAWT THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA, THE CONTRACTQR IS FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, S 3LE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. UNIFORM. I MAINTENANCE OF VEGETATION. SURFACE FOR
NE,2 THRU NE-6 SIDE YARQ g AGE EVERf3REEN ~ 6' (5 POINTS EACH) 30 75 4096 T'1/PE B - 75 (HIGHWAY 55j SW-5 THRU SW-12 BUFFER YARD 20 LARGE EVERGREEN Q 6' (5 POINTS EACH) TO ~ ERI FY THEN D ~R,2020NED PROPERTIn TOWN, SHALL BE REASONABLY SMOOTH AND
22 SMALL EVERGREEN SHRUBS ~ 24" (0.5 POINTS EACH) 11 15% 6 LARGE EVERGREEN SHRUBS Q 36" (1 POINT EACH) 6 157 4% TYPE C -150 RESPONSIBLE FOR
8 SMALL DECIDWU3 SHRUBS Q 18" (0.5 PONITS EACH) 4 5% 16 SMALL EVERGREEN SHRUBS Q 24° (0.5 POINTS EACH) 8 5% SAFE, CLEARLY M THROUGHOUT THE ARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE ALL BE ACCORDING TO SEEDING SPECIFICATIONS.
3 LARGE DECIDUOUS ~ 2.S' CALIPER (8 POINTS EACH) 24 3196 6 SMALL DECIDUOUS SHRUBS Q 18" (0.5 PONITS EACH) 3 29t lUT THE CONSTRUCTION PROCESS. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACC iE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MI TION PERIOD. :R ACCORDING TO THE SOIL TEST REPORT.
1 LARGE DECIDUOU8 ~ 2.5" CALIPER (8 POINTS EACH) 8 ~pX, DURING THE GRO CONSTRUCTION PE AND MIXED WITH THE SOIL DURING SEEDBED
1 SMALL DECIDUOUS ~ 2" CALIPER (8 POINTS EACH) 6 8°K PREPARATION.
NET SIDE YARD 6 LARGE EVERQREEN Q G (5 POINTS EACH) 30 77 3996 TYPE B - 75 (HI(3HWAY'3',~ 2 SMALL DECIDUOUS Q 2" CALIPER (6 POINTS EACH) 12 15% ALL PLANT MATER SIDE BUFFER YARD ~ ~ URGE EVERGREEN Q 6' (5 POINTS EACH) 55 87`16 CdVERAGE OF ALL ' MATERIAL 4UANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE
30 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 1d 17% OF ALL PLANTING BEDS AT SPACING SHOWN.
8 SMALL dECIDWUS SHRUBS Q 18" (0.5 PONIT3 EACH) 4 b% $w~~~ (R,20 ZONED PROPERT1n ~ TYPE C -150 3 LARC3E EVERC3REEN SHRUBS Q 36" (1 POINT EACH) 3 4% ALL DISTURBED A 5 SMALL EVERGREEN SHRUBS ~ 24" (0.5 POINTS EAGH) 2.5 3% MULCH, AND WAT 3 SMALL DECIDUOUS SHRUBS ~ 1~' (0.5 PONITS EACH) 1.5 19L THE TOP OF ALL REED AREAS ARE TO BE AMENDED WITH 4" TOPSOIL THAT WAS STRIPPED. AND STOCKPILED ON-SITE,
3 LARGE DECIDUOUS Q 2.5" CALIPER (8 POINTS EACH) 24 32% VD WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS SEEDING SCHEDULE:
1 SMALL DECIDUOUS Q 7' CALIPER (6 POINTS EACH) 6 8X GRADE AND GROW S-1 THRU 8.4 sroE BUFFER YARD ~ISITG WETLAND VEGETATION TO REMAIN WA N!A N/A N/A D GROWING CONDITIONS.
NE8 THRU NE-18 FRONT BUFFER YARD (HIf3HWAY !k~ 6 LARGE EVERGREEN Q 6' (5 POINTS EACH) 30 75 40% TYPE B - 75 ALL OPEN AREAS WILL BE SEEDED WITH REBEL II FESCUE BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. SCUE
22 SMALL EVERt~REEN SHRUBS Q 24" (0.5 POINTS EACH) 11 15% (R 2020NE0 PROPERTI~ ALL ROOT BALLS FESCUE AT 5-6 LBS/1000 S.F.
n cues i 11CNr111A11Q Q41QI IRC A~ 9R~'!11 R DAAIITC FA[:411 4 596 2 LARGE DECIDUOUS Q 2.S' CALIPER l8 POINTS EACH) 16 10% MINIMUM TREE SI 'REE SIZE AT PLANTING IS 2-INCH CALIPER (FQR SINGLE STEM TREES). ALL MULTI-STEM PLANTS MUST 10-10-10 FERTILIZER AT 20 CBS/1000 S.F.
Q, ~ =ORM, MAXIMUM 3 OR 5 TRUNKS, AfVU MINIMUM S FEtI TAIL LIMt AI lUU Ld5/IUUU ~.F.
3 LARCaE DECIDUOUS Q 2.5" CALIPER (8 POINTS EACH) 24 249b 4 SMALL DECIQUOUS Q 7' CALIPER (6 POINTS EACH) 24 159E STRAW MULCH AT 1 1/2 BALES/1000 S.F. APING AND TaP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO
3 SMALL DECIDWUS Q 7' CALIPER (6 POINTS EACH) 18 1896 20 LARGE EVERGREEN Q ~ (5 POINTS EACH) 100 gqe~ ALL STRAPPING A 3-S THRU S~A REAR BUFFER YARD 157 TYPE C -150 BACKFILU NG P LAN ~G PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL. ADD 30 LBS/ACRE ANNUAL RYE GRAIN TO KY 31 FESCUE I BETWEEN NOVEMBER AND FEBRUARY. =SCUE IF SEEDING
NE-19 FRONT Y/1R0 (HKiHWAY 5'.~ 7 LARGE EVERGREEN Q 8' (5 POINTS EACH) 42 99 43°N~ TYPE B - 75 ~R,Z020NED PROPERTI~ B EVERGREEN SHRUBS Q 38" (1 POINT EACH) 6 496
22 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 11 11 % ALL TREES PLANT 16 3MAU. EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 8 5% PLANTED IN LAWN AREAS SHALL HAVE A 3' RADIUS TREE RING TYPICAL. DITCH BANKS TO HAVE LESPEDEZA AND BERMUDA ADDED T PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE 1/2 RECOMMENDED RATE IF SEEDING IN MAY, JUNE, JULY 0 ADDED TO SEED MIX AT
8 SMALL DECIDWUS SHRUBS ~ 18" (0.5 PONITS EACH) 4 4% FOR NEW PLANTIN 6 SMALL DECIDUOUS SHRUBS ~ 18" (0.5 PONITS EACH) 3 ~ COMPACTED SOIL 2 LARGE DECIDUOUS Q 2.5" CALIPER (8 POINTS EACH) 16 17% TOPSOIL PLANTING JULY OR AUGUST (1 /2
D SOIL ANO ADD 24" NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET KY 31, 1/4 LESPEDEZA, AND 1/4 BERMUDA). 'CANTING MIX STANDARDS FOR TREES.
3 LARGE DECIDUOUS ~ 2.5" CALIPER (8 POINTS EACH] 24 31%
1 SMALL DECIDUOUS ~ 2" CALIPER (6 POINTS EACH) 6 8% 3 SMALL DECIDUOUS ~ 2" CALIPER (8 POINTS EACH) 18 19% LARGE MATURING TREES CONFLICT REAR BUFFER YARD 10 LARGE EVERGREEN ~ 6' (5 POMITS EACH) 50 53% PLANTING. TURING TREES MAY NOT BE PLANTED WHERE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES EXIST. IF NFUCT WITH POWER LINES OR SIGNS, CALL THE TOWN OF MORRISVILLE INSPECTOR TO RESOLVE BEFORE
NW 1 FRONT BUFFER YARD (ANENT FERRY ROAD) g l-ARGE EVERGREEN Q 6' (5 POINT8 EACH) 30 76.6 ~ TYPE B - 75
16 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 8 1196 (R,ZO ZONED PROPERTY 3 LARGE EVERGREEN SF#2UBS ~ 36" (1 POINT EACH 3 ~ 3% TYPE G -150
NO SOIL DISTUR 11 SMALL EVERC3REEN SHRUBS ~ 24" (0.5 POINTS EACH) 5.5 6% TREE PROTECTION )ISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC OR BURIAL PITS ARE ALLOWED IN THE TECTION ZONE OF EXISTING TREES.
17 SMALL DECIDUOUS SHRUBS Q 18" (0.5 PONITS EACH) 8.5 1186
3 LARGE DECIDUOUS Q 2.S' CALIPER (8 POINTS ERCH) 24 36% 3 SMALL DECIDUW3 8HRU83 ~ 18° (0.5 PONIT3 EACH) 1.5 296 TREE BARRICADES REMOVED UNTIL A 'NOTE: RICADES MUST BE INSTALLED AROUND EXISTING TREES BEFORE ANY GRADING/CONSTRUCTION AND NOT UNTIL AFTER FINAL INSPECTION BY THE TOWN OF MORRISVILLE INSPECTOR.
1 SMALL DECIDUOUS Q 7' CALIPER (8 POINTS EACH) 6 936
NW.~. FRONT BUFFER YARD 4 LARGE EVERGREEN Q 6' (5 POINTS EACH) 20 66.5 30% TYPE B - 75 NW-1 PRORATED OVER 8S INCREMENT DRNEWAY ENTRY RADIUS) THE CONTRACTOR NW3 PRORATED OVER SS' INCREMENT DRNEWAY ENTRY RADR/S) RACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET BOTH MINIMUM SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER
(ANENT FERRY ROAD) NWT PRORATED OVER 75' INCREMENT DRNEWAY ENTRY RADWS) SIZE AND SPACIN NW-S PRORATED OVER 90' INCREMENT DRNEWAY ENTRY RADIUS) THIS PLAN WILL J I WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. CONTRACTOR SHALL BE
16 SMALL EVERC3REEN SHRUBS Q 24 (0.5 POINTS EACH) 8 12% NWT PRORATED OVER 83' INCREMENT DRNEWAY ENTRY RADRIS) RESPONSIBLE FOR 3LE FOR SCHEOU~ING INSPECTIONS OF PLANT MATERIAL.
17 SMALL DECIDUOUS SHRUBS ~ 1B' (4.5 PONITS EACH) 8.5 13% NW-7 PRORATED OVER TS INCREMENT (OVERLAP W/ &75 NC55 FRONT YARD BUFFER) 3W-4 PRORATED OVER 11' INCREMENT SEND A-20 LANDSCAPE) SEE EROSION AN SW-13 PRORATED OVER 50 INCREMENT (END C-ISO lAND3CAPE) ION AND SEDIMENT CONTROL PLAN/SITE MAP FOR TREE PROTECTION MEASURE LOCATIONS.
3 LARGE DECIDUOUS ~ 2.5' CALIPER (8 POINTS EACH) 24 32°~
1 SMALL DECIDUOUS Q 2" CALIPER (6 POINTS EACH) B 89i S-10 PRORATED OVER 45' INCREMENT (END C-190 WNDSCAPE) TREE PROTECTION ~TECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS, SEE DETAILS.
NWT FRONT BUFFER YARD 6 AGE EVERGREEN 6' (b POINTS EACH) 30 75 4096 VIOLATIONS OF T ACTION/MITIGATIO CONTRACTOR SHA CONTRACTOR IS T THE CONTRACTOR 5 OF TREE PROTECTION REc~UIREMENTS ARE SUBJECT TO FINES AND/OR IMMEDIATE CORRECTIVE
(ANENT FERRY ROAD) ~ TYPE B - 75 ITIGATION.
22 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 11 15% OR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING LANDSCAPING. GENERAL
8 SMALL DECIQUOUS SHRUBS Q 18" (0.5 PONITS EACH) 4 59t OR IS TO CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND TO RAKE ENTIRE SITE.
3 LARGE DECIDUOUS ~ 2.5' CALIPER (8 POINTS EACH) 24 33°~ 'RACTOR SHALL INSTALL BLACK FABRIC MESH UNDER PLANTING BED MULCH TO PREVENT WEED GROWTH.
3 8MAlL DECIDWUS Q 7' CJ4LIPER (6 POINTS EACH) 18 25%
FRONT BUFFER YARD CONTRACTOR SHA 60 DAYS AFTER GRASSES. OR UN SHRUBS, WHICHE PREPARED IN THE OFFICE OF: CLIENT: OR SHALL MAINTAIN LANDSCAPING FOR AT LEAST 30 DAYS AFTER SODDING AND PLANTING SHRUBS, AND AFTER SEEDING, OR AS LONG AS IS NECESSARY TO ESTABLISH UNIFORM STRAND OF THE SPECIFIED
(ANENT FERRY ROAD) 4 LARGE EVERGREEN ~ 6' (5 POINTS EACH) 20 72.5 2896 TYPE B - 75 OR UNTIL SUBSTANTIAL COMPLETION OF THE PROJECT, OR UNTIL ACCEPTANCE OF THE LAWNS AND
22 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 8 11 % WHICHEVER IS LATER.
5 SMALL DECIDUOUS SHRUBS ~ 18" (0.5 PONIT3 EACH) 2.5 39fi
2 LARGE DECIDUOUS ~ 2.5" CALIPER (8 POINTS EACH) 16 27%
1 SMALL DECIDUOUS Q 2" CALIPER (6 POINTS EACH) 6 11%
NWT. FRONT BUFFER YARD 4 LARGE EVERGREEN Q 6' (5 POINTS EACH) 20 58.5 34gE TYPE B - 75 (ANENT FERRY ROAD)
20 SMALL EVERGREEN SHRUBS Q 24° (0.5 POINTS EACH) 10 17%
13 SMALL DECIWOUS SHRUBS Q 18" (0.5 PONITS EAGH) 6.5 11%
3 LARGE DECIDUOUS Q 2.5" CALIPER (8 POINTS EACH) 24 36%
1 SMALL DECIDUOU8 ~ 2" CALIPER (6 POINTS EACH] 6 9% FRONT BUFFER YARD 5 LARGE EVERGREEN ~ 6' (5 POINTS EACH) 25 68.5 36% TYPE B - 75
(ANENT FERRY ROAD)
21 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 10.5 15%
6 SMALL DECIDUOUS SHRUBS Q 18" (0.5 PONITS EACH) 3 4°~
3 LARGE DECIDUOUS ~ 2.5' CALIPER (8 POINTS EACH) 24 37%
1 SMALL DECIDUOUS ~ 2" CALIPER (8 POINTS EACH) 6 9%
Nw$. FRONT BUFFER YARD 4 LARGE EVERGREEN Q 6' (5 POINTS EACH) 20 65 31 % (AYENT FERRY ROAD) TYPE B - 75
22 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 11 17°.6
8 SMALL DECIOWUS SHRUBS ~ 18" (0.5 PONITS EACH) 4 896
2 LARGE DECIDUOUS Q 2.5" CALJPER (8 POINTS EACH) 18 37%
2 SMALL DECIDUOUS Q 7' CALIPER (6 POINTS EACH) 12 9%
NW-r FRONT BUFFER YARD (ANENT FERRY ROAD) 5 LARGE EVERC3REEN ~ 6' (5 POINTS EACH) 25 68.5 31 % TYPE 8 - 75
15 SMALL EVERGREEN SHRUBS Q 24" (0.5 POINTS EACH) 7.5 17%
12 SMALL DECIDUOUS SHRUBS ~ 18" (0.5 PONITS EACH) 6 696
' SOUTH PARK VILLAGE ~~TE: PROJECT: --•'_.cH ~aRrs.'•._ 4/~ 6 /off
ww -W
INVESTMENTS I AND fl, LLC o R., HORIZONTAL SCALE:
Kimley Horn TITLE: N/A SOUTH veRncaL SCALE: rH PARK VILLAGE
1 81D SET 03/14/07 - N/A BY: DRAWNVAC HOLLY ,LY SPRINGS, NC
PLANT LIST NOTE S & o
REV. No.: REVISION: DATE: DRAWN DRAWN BY: CHECKED BY: and Associates, Inc. ~ ~ ~ DESIGNED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it woof and improper reliance on this document. without written authorization and odoptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn Copyright Kimley-Horn and Associates, Inc., 2007 ich it was prepared. Reuse y-Horn ooe Associates. Inc. P.O. BOX 33068 - RALEK)H, NORTH CAROLINA 27636-3068 PLA . A N T I N G REQUIREMENTS TABLE VAC J08 NUMBER: SHEET NUMBER:
CHECKED BY: ATTACHED REFERENCE FILES: SEAL: JSA 011919012 L11.00
F"ONE: 919) 677-2000 FAX [phone]

• ~Y.:~,,., , , ~acz:-oats. ~,:g. az ~,a.~:ar ~ ,~j-~n.~ s.~. ~„x~. t., ~~{rt 3~Gt y :'i" t,_-t .
2
3
720' 2 7
ANGLE 8
o--ZJ 5 4
e O T PLAN ~ H ~ y Q / 5O R ~ -I S FI ~1 TREE STRAP
SPACING
O2 DOUBLE STRAND 12 GAUGE WIRE COVERED Wf2-PLY RUBBER HOSE PAINTED FLOURESCENT ORANGE AS NOTED
3~ TREE GUYING STAKE . .>r~ ,r' t. .i f t~ .w .t
4U WHITE WARNING FLAGGING :,.;:,~'y II ~ , ~
5O ROOTBALL: I
-IN SANDY /WELL DRAINED SOIL CONDfTIONS: 12
SET TOP SURFACE ELEVATION OF ROOTBALL FLUSH WITH ~p FINAL EXISTING 6 i~
/ -I T \ 1/ -IN HEAVY CLAY /POORLY DRAINED SOIL CONDITIONS: SET
TOP SURFACE OF ROOTBALL 12
1/41/3 ABOVE FINAL EXISTING GRADE. 8 LANDSCAPE BED /
O EARTHEN SAUCER 11 ~
O Q 11 13
~7 4" MULCH LAYER (SEE NOTES FOR SPECIFIED TYPE)
O E R SECTION 9
O EXCAVATE PLANTING PIT TO 3 TIMES THE WIDTH OF 6 ROOTBALL (8' MIN.) FLARING SIDES OF PR AS SHOWN.
5 SCARIFY SIDES OF PIT SO THAT THE SIDES ARE NOT SMOOTH O EARTHEN SAUCER
1 2 O B 4 10 5 S OR GLAZED. O1 SHOVEL EDGE -CO O BACKFILL WITH SOIL PER SPECIFICATIONS SMOOTH CONTINU DIG EDGE WITH CO 10 REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR ROOTBALL BLADE SHOVEL. 3E - CONTRACTOR TO PROVIDE SPACING
~NTINUOUS EDGE AS SHOWN ON PLANS. O EXCAVATE PIT TO 2 TIMES THE 1MDTH ~ AS NOTED
7TH COMMON SPADE OR STRAIGHT ROOTBALL. SCARIFY SIDES OF PIT SO THAT
SIDES ARE NOT SMOOTH/GLAZED.
STRAPS. REMOVE ALL SYNTHETIC STRAP MATERIAL FROM Q BACKFILL WITH SOIL PER SPECIFICATIONS P~N
E ENTIRE ROOT BALL. O SHRUB PLANTING 2 dTING
3 6 2" MIN. ~ 1 _ 1z 13 _ 13 ~ 8 ~ ~ REMOVE TOP 314 OF BURLAP ROOT BALL COVERING. REMOVE 10 ~,p,RGER B&B MATERIAL: VER PLANTING -REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR
ALL SYNTHETIC COVERING FROM ENTIRE ROOTBALL. 3O GROUNDCOVER P ~ 2 PLACE ROOTBALL ON SOLIQ SUBGRADE -NOT LOOSE 4U 4" MULCH ROOTBALL STRAPS. REMOVE ALL SYNTHETIC STRAP
MATERIAL FROM ENTIRE ROOT BALL.
BACKFILL MATERIAL - REMOVE TOP 314 OF BURLAP ROOT BAIL COVERING.
5 6" DEPTH TILLED/A 13 UNDISTURBED SUBGRADE LLED/AMENDED SOIL REMOVE ALL SYNTHETIC COVERING.
O ROOT BP+~L: ~ ~ CONTAINER GROWN MATERIAL:
9 -IN SANDY/WELL SURFACE ELEVATI FINAL EXISTING G -IN HEAVY CLAY/ TOP SURFACE OF EXISTING GRADE. 'WELL DRAINED SOIL: SET TOP REMOVE ENTIRE CONTAINER FROM AROUND PLANT
LEVATION OF ROOTBALL FLUSH WITH PRIOR
6•• 10 'ING GRP?DE. TO PLANTING.
CLAY/POORLY DRAINED SOIL: SET 12 PLACE ROOTBAIL ON SOLID SUBGRADE, NOT
11 CE OF ROOTBALL 1/41/3 ABOVE FINAL LOOSE BACKFILL MATERIAL
12 BADE.
13 UNDISTURBED SUBGRADE
THREE TIMES WIDTH OF ROOTBALL (8' MIN.)
SECTION
TYPICAL TREE PLANTING /GUYIN ~ FOR 12'-20' TREE HEIGHTS AT P NOT TO SCALE SING DETAIL TYPIC PLANTING) DETAI NOT TO SC 'ICAL LANDSCAPE BED PLANTING
'AIL SHRUBS & GROUNDCOVER
~ SCALE
- 6
2 O TREE STRA 1 :STRAP Q
3 O DOUBLE ST HOSE PAINT O 8' STEEL TE PLAN 3LE STRAND 12 GAUGE WIRE COVERED W/2-PLY RUBBER ANGL Z
:PAINTED FLOURESCENT ORANGE UP HILL SIDE TILL ~ 3 ~ I
EEL TEE POST DOWN HILL
~ _ / / SIDE
4O WHITE WAR O ROOTBALL: 'E WARNING FLAGGING 6
f BALL: PLAN
-IN SANDY / SET TOP SU FLUSH WIT -IN HEAVY TOP SURFA ~ ROOTBALL 2 6U EARTHEN S ' 3 ~ ANDY /WELL DRAINED SOIL CONDITIONS: TOP SURFACE ELEVATION OF ROOTBALL
.H WITH FINAL EXISTING GRADE.
Qi r~ srRnP
EAVY CLAY !POORLY DRAINED SOiI CONDITIONS: SET
SURFACE ELEVATION OF ROOTBALL 1/4 -1/3 OF OZ DOUBLE STRAND 12 GAUGE WIRE COVERED VWt-PLY RUBBER HOSE PAINTED FLOURESCENT ORANGE
TBALL ABOVE FINAL EXISTING GRADE.
THEN SAUCER ~3 TREE GUYING STAKE
~ ~4 WARNING FLAG
2~~~~~ 4" MULCH O EXCAVATE WIDTH OF SIDES 4F P 4 OF PIT SO f 5 SMOOTH O 6 Q BACKFILL V ~ 10 REMOVE T OR ROOTB MATERIAL 4" JLCH LAYER {SEE NOTES FOR SPECIFIED TYPE) O5 ROOTBALL:
-IN SANDY / WELL DRAINED SOIL COPOIiIONS:
OVATE PLANTING PIT TO 3 TIMES THE ~H OF ROOTBALL (8' MIN.) FLARING - IS 4F PIT AS SHOWN. SCARIFY SIDES SET TOP SURFACE ELEVATION OF ROOTBALL FWSH WITH FINAL EXISTING
-IN HEAVY CLAY / POO~tLY DRAINED SOIL CONDITIONS: SET TOP SURFACE OF ROOTBALL
'IT SO THAT THE SIDES ARE NOT ~ OTH OR GLAZED. 1!4113 ABOVE FINAL EXISTING GRADE.
O6 EARTHEN SAUCER
+CFILL WITH SOIL PER SPECIFICATIONS 1 O7 4" MtA.CH LAYER (SEE NOTES FOR SPECIFIED TYPE
v 8O EXCAVATE PLANTiNt3 PIT TO 3 TIMES THE VIADTH OF ROOTBALL (8'
OVE TOP 112 OF WIRE ROOT BALL BASKET 4 MIN.) FLARING SIDES OF PIT AS SHOWN. SCARIFY SIDES OF PIT SO 5 THAT THE SIDES ARE NOT SMOOTH OR GLAZED.
200TBALl STRAPS. REMOVE ALL SYNTHETIC STRAP 15 7 O BACKFIII WITH SOIL PER SPECIFICATIONS
ERIAL FROM ENTIRE RODTBALL 3 -
..-i i - MIN. 11 REMOVE T .~i OVE TOP 3/4 OF BURLAP ROOT BALL COVERING. REMOVE ~ . _ g 10 REMOVE TOP 1/2 OF IMRE ROOT BALL BASKET OR ROOTBAIL STRAPS. REMOVE ALL SYNTHETIC STRAP MATERIAL FROM ENTIRE
g ALL SYNTH 9 PLACE RO 6" I I=III i,I I I 10 12 BACKFILL 13 =f { ( ~ ~ 11 ~ 3 UNDISTUR i I, ,I 1=1 11= SYNTHETIC COVERING FROM ENTIRE ROOTBALL 14 . ROOT BALL'
CUT BACK SLOPE TO PROVIDE -I 9 ~ 1 REMOVE T~ 314 OF BURLAP ROOT BALL COUEWNG. REMOVE ALL
~E ROOTBALL ON SOLID SUBGRADE -NOT LOOSE A FLAT SURFACE FOR ~ SYNTHETIC COVERING FROM ENTIRE ROOTBALL.
KFILL MATERIAL P~~~ 13 ~ ~ 2 PLACE RaOTBALL aN SOLID SUBf3RADE -NOT LOOSE BACKFILL
DISTURBED SUBCRADE " ~ i I JG DETAIL TYPICAL TRE NTI NG (FOR TREES ~ 4
7-r_~= ~ _ ~ p ~ 3 UNDISTURBED SUBt3RADE
III- 12 11 1Q EXISTiNC3 GRADE
~ 2 ~ 5 SEEDED SLOPE
3 TIMES WIDTH OF ROOTBALL (8' MIN.) SECTION
SECTION
REE PLANTING /GUYING DETAIL
TYPICAL TREE PLANTING /STAKING
:S PLANTED ON STEEP SLOPES)
(FOR 6'-12' TREE HEIGHTS AT PLANTI
NOT TO SCALE
2 NOT TO SCALE
. CLIENT: r. r~rr~ w r~rn ir.i Ti i~- n~Cl/~C l~C. ~~~~A CA Q~!•,•._ A 4~ 16 07 PROJECT: ~[)t 1TH PARK VILLAGE .
w • ~ 1N -I~ MVKILlA71 Al JI.ALC:
INVESTMENTS I AND II, LLC ° y SOUTH VERTICAL scn~: 'H PARK VILLAGE
KImley Hurn ~-TI TLE: N/A ~0 r~ DRAWN eY: HOLLY
LY SPRINGS, NC
03/14/07 - 1 BID SET
DATE: DRAWN - °M ~ and Associates, Inc. DRAWN BT CHECKED BT' LANDSCAPE DETAILS 9 y DESIGNEDABY:
REV. No.: REVISION; cn it wos prepared. Reuse ATTACHED REFERENCE FILES: ~~~1lNs' ~~0~ BY. CHECKED J08 NUMBER: SHEET NUMBER: 011919012 L11.01
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it wa of and improper reliance on this document without written authorization and adoptation by Kimley-Horn and Associates, Inc. shall be without liobility to Kimley-Horn c y-Horn and Associates, Inc P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 . ~p JSA SEAL:
PHONE: [phone] Fax: [phone]
Copyright Kimley-Horn and Associates, Inc., 2007