20070503 Ver 1_Stormwater Site Plans_20070416

i I / '
WETLANDS A ACID B ~ 9. PLANTS SHALL NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO BE ~
INSERTED INTO THE PLANTING HOLE. ROOTS SHOULD BE INSPECTED TO ENSURE THAT FdR~BAI( y ~ i i ~ ~ ~ ~
" THIS SHEET OUTLINES THE PROCEDURE TO PLANT AND DEVELOP THE THEY ARE NOT POT BOUND. POT BOUND OR CRAMPED ROOTS SHOULD BE CAREFULLY
WETLAND PLANTING nREAS. THESE nREAS ARE IDENrIFIFD AS THE SEPARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH ti`'~ ( ~ ,v ~ ~ ~ ~
HERBACEOUS AND WOODY PLANTINGS ON THE GRADING PLAN. WITHOUT FURTHER CONSTRICTION OF THE ROOT BALI. r~~j
10. PLANTING HOLES SHALL BE BACKFI~LED WITH TOPSOIL FQR PLANI1NG PLANTS ~v~ ~
FURNISHED BY THE CONTRACTOR. ~ \ ~ CHERRY HUFFMA14RCHITECT&
1. TEMPORARY SEEDING TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 7.0 PRIOR TO MIXING WITH ORGANIC MATTER. IF THE PH IS NOT WITHIN THE SPECIFIED RANGE, THE PH SHALL BE
THE STABILIZATION SEED MIX SHALL CONSIST OF A MINIMUWI OF 15 SPECIES FROM- CORRECTED AT THE CONTRACTOR'S EXPENSE OR AN ALTERNATIVE SUPPLY OF TOPSOIL ONE ~ ~ l ~ ~ f I ' ~ \ ~p ~ ~ 1 ~ \ ~ ~ ~ 135 E. Martin St., Suite 101 Raleigh, North Carolina 27601
TABLE 1. THE SEEING SHALL BE PLACED IN TO 1.0 FT BELOW THE PERMANENT POOL, SHALL BE SELECTED. TOPSOIL SHALL 8E SUBJECT TO INSPECTION BY THE ENGINEER 919.821.0805 919F821,0720
UNLESS THE AREA IS WUNDATED. IF THE WETLAND BENCH IS INUNDATED, TEMPORARY AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN PLANTING AND SHALL ~ www,cherryhuffm an.com
SEEDING IS NOT REQUIRED AND PLANTING MAY COMMENCE AS DETAILED ON THIS 8E MIXED WITH ORGANIC MATTER AS SPECIFIED. ~ti SHEET. ~
ANY GIVEN SPECIES FROM THE LIST SH,4~~ MAKE UP NO GREATER THAN 15 PERCENT PERMANENT SEEDING (TABLE 4) SHALL BE APPLIED W ZONE A AFTER PLUGS \ AND POTTED PLANTS ARE PLANTED, Dewberry
OF THE ENTIRE MIX. NO SPECIES OTHER TFIAN THOSE IN TABLE 1 WILD BE ACCEPTED WITHOUT THE APPROVAL OF THE ENGINEER. 12. CONTRACTOR SHALL PROVIDE A MINIMUM OF 6" OF TOPSOIL IN ZONES "A" AND "B". Dewberry & Davis, Inc. 2W REXwaOOG ORWE
~ ~ ~i ,fig \ ~ ~ surrE son FIuelnH, NC 2M2
IF SEEDING TAKES PLACE DURING THE PERIOD OF AUGUST 16TH -MAY 16TH PHONE: 118.sEi. PAX: inV.Ul.e W
ALL BASIN AREAS HALL BE SEEDED WITH THE STABILIZATION SEED MIX AS SPECIFIED 4. CONTRACTOR INSPECTION 1 ~ w /
IN TABLE 1 AT A RATE OF 15 POUNDS/ACRE, AND MIXED WITH OATS (AVENA SEALS
SATIVA) TO BE APPLIED AT A RATE OF 22 POUNDS PER ACRE, FOR A TOTAL 1. THE CONTRACTOR SHALL INSPECT AND VERIFY THE DISTRIBU110N AND PLANTING
APPLICATION OF 37 POUNDS PER ACRE. TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING
IF SEEDING TAKES PLACE DURING THE PERIOD OF MAY 17TH -AUGUST 15TH 5PECIFICATIONS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE ANO REPORT THE WRITTEN RESULTS TO THE OWNER.
S S /a ;A, 10
ALL BASIN AREAS VNLI BE SEEDED WITH STABILIZATION SEED MIX (15 POUNDS PER 2. IN AUGUST OR SEPTEMBER THE CONTRACTOR SHALL CONDUCT A SITE ~ ACRE) AS SPECIFIED IN TABLE 1, AND MIXED WITH GIANT FOXTAIL (SETARIA INSPEC110N TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF PLANTED MATERIAL COMPOSITE RE MAGNA) TO BE APPLIED AT A RATE OF 15 POUNDS PER ACRE FOR A TOTAL TO DOCUMENT REPLACEMENT NEEDS FOR INDIVIDUAL SPECIES. TURF MATTING 'OSITE REINFQR EMENT ~ 2~ ~ I i ~ ~ I 1 SS • 4~ 7 y
Fr . ~ 1JGS
APPLICATION OF 30 POUNDS PER ACRE. ANY O'fHER SPECIES OF SETARIA WILT. r ~ ~ F04 REWIEVY osis OILY
NOT BE ACCEPTED WITHOUT APPROVAL OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON-SURVIVING PLANTS DURING 7HE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN
CONTRACT DOCUMENTS) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST. ~ ~ ~ ~
2. PERMANENT/UPLAND SEEDING 4. ANNUAL SURVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED WITH
AFTER TABLE 2 PLANTING IS COMPLETED, PERMANENT SEEDING (TABLE 4) REPLACEMENT OF ANY PLANTS THAT DIE IN EXCESS OF 15% OF THE ORIGINAL KEY STO VHALL \ ~ , ~ ~ ~ \ ~
SHALL BE APPLIED IN DISTURBED UPLANDS IF EROSION CONTROL COVER IS NOT NUMBER OF PLANT STOCK. ROBUST (70% COVER). THE PERMANENT SEED MIX FOR UPLAND AREAS SHALL S. IF NATURALLY RECOLONIZED NATIVE SPECIES OF EQUIVALENT WETLAND INDICATOR
CONSIST OF A MINIMUM Of 6 SPECIES FROM TABLE 4 AT A RATE Of 15 LBS/ACRE. STATUS EQUAL OR EXCEED 80% SURVIVAL. REPLACEMENT STOCK WILL
ANY GIVEN SPECIES FROM THE LIST SHALL MAKE UP NO GREATER THAN 15 PERCENT NOT BE REQUIRED. ~ OF THE ENTIRE MIX. NO SPECIES OTHER THAN THOSE IN TABLE 4 WILL BE ~~JOTE; PERMANENT POOL ELEVA ACCEPTED WITHOUT THE APPROVAL OF THE ENGINEER. 6. THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE CHAT AN ~ E C WEIR ~ \ ~ ~
)OL ELEVATION = 283.0 FT ~ - ~ ` ~ \ ~ \ "
INSPECT10N BY THE OWNER CONFlRMS THAT THE PLANTS HAVE BEEN
BASIN A
3. PLANTING INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE BASINS SHOULD BE LOW, AT NO 1 "=40'
MORE THAN AN INCH OF INUNDATION. IF NOT, SPECIFICATION ~6 BELOW WILL APPLY. ~ ~ ~
MATERIAL 4. MANAGEMENT AND MONITORING C M OS,~f ~E~NF~(2CE~v4ENj ~ ~ ~ ~ ~
1. PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM ~CHNIQUES FOR MANAGING VEGETATION OF THE ZONES MAY INCLUDE ONE OR MORE T R~ tu,ATTIIN~ , ~ ~ ~ ~ \ ` j ~ ~ ~
THE ENGINEER. OF THE FOLLOWING: / ~ 1 ~ ~ E R % ,
\ ~ ~ / 1 ~ s ~ L- 0 I IP ~
2 IF GRADES DIFFER FlZOM THOSE DEPICTED ON THE PLANS, THE CONTRACTOR 1• SPECIES COMPETITION WILL AFFECT THE DISTRIBUTION OF SPECIES AND GROWTH PATTERNS WILL VARY SHALL NOTIFY THE ENGINEER PRIOR TO PLANI7NG. ACCORDING TO THE PHYSICAL SETTING OF THE AREA. MANAGEMENT OF PLANT COMMUNITY
SUCCESSION SHOULD BE BASED ON THE EVOLVED HYDROGEOMORPHOLOGY AND THE DESIGN DETAIL.
3. THE SUPPLIER(S) OF ALL SEEDS AND VEGETATION SHALL CERTIFY THAT THE 2. SURVIVABILITY OF THE PLANi1NG WILL BE INCREASED IF EACH INDIVIDUAL PLANTING IS IRRIGATED DURING ANY OF THE FIRST TWO 2ST TWO t~~~ICROP~ L~ ~ ~ ( \
ORIGIN OF THE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED IS FROM GROWING SEASONS IF THE DESIGNED HYDROLOGY IS NOT MET. USDA HARDINESS ZONE 7. C~ ~ , t o ~7 ~ ~ ~ 1
3. SHOULD WILDLIFE NUISANCES RESULT IN PLANT DAMAGE, VEGETATION REPLACEMENT SHOULD BE USED IF THE WILDLIFE DAMAGE 4MAGE ~ ~i H'~ ~ N i I ~ ~ 1 CONSULTANTS
4. SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS IS DEEMED EXCESSIVE. ~4O 1 I ~ I ~o I I SEALS
REPRESENTATIVES OF THEIR NORMAL SPECIES, NURSERY GROWN ACCORDING TO GOOD HORTICULTURE PRACTICES AND GROWN IN A CLIMATE SIMILAR TO THE 4, POST CARE -AND -REPLACEMENT PERIOD MONITORING SHALL BE CONDUCTED ACCORDING TO LOCAL PERMIT CONDITIONS. 5. ~ -ti i ~ r•.... nip ~ ~ ~ t YY1 LANDSCAPE
PROJECT AREA. PLANTS SHALL BE VIGORa1S, HEALTHY AND FREE OF DISEASE. McNeely Associates 5501 McNeely Drive
INSECTIVOROUS PESTS, DECAY, INJURIES AND ALL FORMS OF OBJECTIONABLE Raleigh, NC 27612
DISFIGUREMENTS. TRUNKS AND BRANCHES SHALL BE FREE OF CUTS AND ABRASIONS, PLANTS SHALL CONFORM TO ALL ASPECTS OF THE CURRENT EDITION 919.782.96177
OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1) FOR STRUCTURAL
CONSERVATION GRADE PLANT MATERIAL, EXCEPT WHERE NOTED. TABLE 2: PLANTING SCHEDULE Lasater, Hopkins, Chang
5. ALL PLANT MATERIAL W CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE O-J" BELOW PERMANENT POOL S ZONE A. 9-18~~ BELOW PERM. POOL S ZONE B ENE B n,/ Zo E~ I :`°^~W ~ \ \ 1015 Wode Avenue Raleigh, NC 27605
FORMED THROUGHOUT THE POTTING MEDIUM 50 THE SHAPE WILL REMAIN AND THE 919.832.5587
MEDIUM WILD HOLD TOGETHER WHEN PLANTED (REFER TO AMERICAN STANDARD f ~ c~ J ~P ~ \ \ ~
FOR NURSERY STOCK). SWM POND SHELF Herbaceous Plants. PLUMB MECH, ELEC & CIVIL
6. THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS Dewberry do Davis 2301 Rexwoods Drive
THE LOCA110N OF ALL PLAN71NG ZONES, WILL BE SUBJECT TO THE APPROVAL OF SCIENTIFIC NAME * COMMON NAME MIN, STOCK PLANT CENTERS ~ STATU~R ZONE ZONE ~ Raleigh, NC 27607-3366
THE ENGINEER. THE CONTRACTOR MAY BE RESPONSIBLE FOR REPLANTING AND RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF 1HE Alisrrta golant¢go-¢qua,tica Water Plantain plug 2' OBL A & B a& a i N 1 \ \ I \ 919.881,9959
ENGINEER. Vernonia noveborace~nsis New York Ironweed plug 2' FACW+ A only a onl ai ~ ~ \ ROOFING CONSULTANT
7. THE CONTRACTOR SHALL BE REQUIRED TO GUARANTEE AND MAINTAIN ALL NuPh¢r luteum Spatterdock plug 2' pg~ B only B only I~,~ 1` , ~ \ ~ ~ ~
PLANT MATERIAL FOR TWENTY-FOUR (24) MONTHS (CARE AND REPLACEMENT PERIOD) OR Car¢~ lurtida Shallow Sedge plug 2' OBL A & B A & B Stafford Consulting Engineers 7424 Chapel Hill Rd. Suite 102
UNTIL FlNAL ACCEPTANCE, WHICHEVER IS THE SHORTEST. SctiTpus cyperti~rzus Wool Gross plug 2' FACW+ A & B Raleigh, N.C. 27607
SPECIFICATIONS Sauracrus cernuvs Lizard's Tail plug 2' OBL A only A & B Kr~T TON AI ~ ~ ~ D Phone: [phone]
A only W ~ ~ 7' \ ~ ~ ~
1. PLANT SPECIES FROM TABLE 2 ARE TO BE PLANTED, BY HAND, WITHIN THE ZONES Juncus effuses Soft Rush plug 2' FACW+ A only A only f C~) ~ ~ ' ~ - \ ~
AS SHOWN ON THE GRADING PLAN. SPECIES ARE TO BE MIXED TO PROVIDE A Ascle as incarnata Swam Milkweed VARIETY OF PLANTS OVER THE BASIN AREAS WITHIN THE SPECIFlED ZONE. P P~U9 2~ OBL A only A only ~ I FOjR~AY I PROJECT
Acores cala~nus Sweetflag plug 2' OBL A only
Y NOTE: PERMANENT POOL ELEVATION =X290.0 FT ~ E-22 Elementary School
2. PLANT NO MORE THAN 10 PERCENT OF ANY SINGLE PLANT SPECIES. Lobelia cardenalis Cardinal flower 1 quart pot 2' FACW+ A onl A onl
Osmunda cinnomomea Cinnamon fern P~U9 2~ FACW+ A onl A onl BASIN B
3. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. HERBACEOUS VEGETATION Panticum virgatum Ponicgross plug 2' FACW+ A only A only
SHOULD BE PLANTED IN THE EARLY SPRING (APRIL-JUNE) OR LATE FAIL (OCTOBER-NOVEMBER). Sagtittaria latifolia Duck potato plug 2' OBL A & B VEGETA110N PLANTED OUTSIDE THE DORMANT SEASON SHALL BE WATERED TO ENSURE A & B 1 "=40' CLIENT
SURVIVABILITY. Iris versicolor Blueflo plug 2~ OBL A & B A & B
4. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR Sctirpus ,fluviattilis River bulrush plug 2' OBL A & B SURVIVAL, THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75 % OF SP¢Tgantiu~m, a~rrericanu~m, Eastern burreed plug 2' OBL A only " & B TABLE: NON-NATIVE, INVASIVE AND PROBLEII~I SPECIES A only Wake County
THE HOLE, TAMPING, AND THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL, Ponted¢ria cord¢t¢ Pickerelweed plug 2' OBL A & B Public School System
THE REMAINDER OF THE HOLE CAN BE FlLLED, FERl1UZED AND REWATERED. ALL ..,.,.-..r~- nr m~~.+ nr~nnrn~~or cun~~~n nnniio ~u n.ic ce..c nev ei~ eeornrc nr A & e All mitigation creation area temporary and permanent seed mixes shall be devoid of any non-native. invasive. or problem species but not limited to the following:
r~rw~~ v ~r,w ~Rw~~~R~ ~ ~ c~oaea canaaenstis woterweea u t pB~ n ony u only
THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS. V¢lis~»z~rtia a~mericana. Wild Cele lu 2' B only B only ox x~ e\'Su Cs
5. THE CONTRACTOR SHALL WATER ALL PLANTS, AS RECOMMENDED BY THE Zizani¢ uatica lu 2' A only c xe~ A only
CONTRACTOR AND APPROVED BY THE ENGINEER, DURING THE FIRST 24 MONTHS (CARE lceria rands Reed Meadowgrass y ~
AND REPLACEMENT PERIOD) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS SHORTEST. Leersia a zaides Rice Cut Grass rY
6. 7HE FOLLOWING MINIMUM QUANTITIES OF WATER SHALL BE USED TO WATER EACH * A minimum of ten (10) of the scheduled species must be planted. Gi ceria canadensis Canada Manna rays y
PLANT UNLESS OTHERWISE DIRECTED BY THE ENGINEER; HERBACEOUS VEGETATION (IF Minimum of 5,000 herbaceous plants per acre. Aster novae--anglia New England Aster
WATERING IS REQUIRED) - t GALLON. Eutharriio ramn~fo/ia Grassleaf Goldenrod 9
7. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT T ha /atifaiia Broad-Leaved Cattail yP
DESICCATION OF THE ROOT SYSTEM. PLANTS SHALL BE PROTECTED AT ALL TIMES TABLE 1: TEMP 0 R A R Y SEED MIX FOR ZONES A AND B T ha an ustifa/ia Narrow-Leaved Cattail 0
FROM SUN AND DRYING WINDS. PLANTS THAT CANNOT BE PLANTED IMMEDIATELY SHALL BE KEPT IN THE SHADE AND 4NELL WATERED. PLANTS NOT PLANTED ON THE Phragmites australis
DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE IRRIGATION AND ON-SITE S~~C NAY ,('DON NAYei Phra mites cammunis Giant Reed Grass PROJECT NUMBER,
PROTECTION FROM THE ELEMENTS. DORMANT PLANT MATERIALS MUST BE KEPT IN L thrum salicoria Pur le Loosestrife ~ N 0 0 IHDICA 10031600
COLD STORAGE (38' - 42' F) AT 75% HUMIDITY AND NOT REMOVED EARLIER THAN 48 HOURS BEFORE PLANTING. Scir us atrovirens Green Bulrush Festuca rubs Red Fescue PHASE:
Scirpus cyperinus Woolgrass Other Festuca s ecies p E/ mus vir ~n~cus V~r Erna R e FACW-
8. PLANTS SHALL 8E PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE cirpus acu us ar - emme u rus Cirsium arvense Canadian thistle W~Id R e El mus canadens~s y FACU+ y Permit Submittal
DAMAGE TO BARK, BUDS, BRANCHES, OR OVERALL CONDITION. CONTAINER GROWN AND CONTAINERIZED PLANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY arpus microcarpus ma ee e u rus C~rsium vulgate Bull thistle hasmanth~um /otifo%um Rwer Qats FACU A//iaria pefio/afa Garlic mustard E/ mush trix H stria atu/a Bottlebrush Grass DATE;
WERE GROWN OR PLACED. IN ADDITION, PLANTS SHALL NOT BE HANDLED BY 7HE cirpus pungens ommon ree- quare y ys y p UPL Panicum species other than thaw s ecified 4-03--2007
STEMS DURING TRANSPORT TO THE PLANTING SITE OR DURING PLANTING. Other Scirpus species D~chanthe%um cammutaturn Variable Witch rass FACU+ Bros ~s species ~ ~ , DRAWN BY;
Mimulus ringens Monkey Flower Sch~zachyr~um scapar~um Little Bluestem FACU- Andra a on s cies other than th se s ecified p q p An an vrr ~n~ Broom-sed e F ACM
Carex vulpinoidea Fox Sedge drvpag q cus g ACU Lal~um species CHECKED BY.
Corex comosa Bearded Sed e Pan~cum v~r atum Switch rass FAC , 9 Phaiar~s arund~nacea Reed Canary Grass ~ Andra a an ~rarda B~ bluestem FAG PAK
Carex lurido Lurid Sedge G'/ecama hederacea English ivy
Penthorum sedoides Ditch Stone Crop Palyganum ar~fa/ium Halberd-Leaved Tearthumb REVISIONS
Verbena hastata Blue Vervain Pal ovum sa iftatum Arrow-Leaved Tearthumb J'9 9 no. revision date
Rumex verticillotus Water Dock Pa/ anum erfo/iatum Asiatic Tearthumb Mile-A-Minute 1 CO: REVISION 03.16.07
c epics incarna a wamp i wee Lanicera 'v anica Ja anew hone suckle 2 TOC COMMENTS 04.03.07
Impatiens capensis Spotted Touch-Me-Not Per~lia frutescens Beafsteak Ptant 3 DWO 03.28.07
Alismo plantago-oquatico Water Plantain Sor um halt" ense Johnson rass 4 TOC COMMENTS 04.09.07
Zizonio aquatics Wild Rice Murdannia kirsak Aneilimia 5 NCDENR 04.11,07
Helenium autumnale Common Sneezeweed Micraste ium vimieurn Micraste ium GARY PR~]ECT NUMBER ~7-SP-0~2
Aster pemanthoides Crooked Stem Aster Les edeza cuneata Chinese les ediza APPROVED
Monarda did ma Native Bee Balm Rudbeckia hirta Black-eyed Susan Dioscorea batatas Chinese am TOWN OF GARY
Solids o canadensis Canada Goldenrod Arunda danax Giant Reed Date Approved gY PLANTING PLAN
EI mus vir inicus Wild R e Akebia uinata Five-leaf Akebia Pete Planrnng
Carex frutescens Asiatic sound sed a En ineerin Date 9 9
Centaurea mace/asa S atted
Coronillo varia Crown vetch C123

GATE VALVE WHEEL 36" ~ PROTECT WEIR WITH COMPOSITE M~~-~ niN
• FOR OPERATIONAL USE ~--'1 CORRUGATED ALUMINUM REWFORCEMENT TURF MATTING ~ 286 R EMERGENCY WEIR (285.12
TRASH RACK W/ WEIR ANTI-VORTEX DEVICE & A
TOP OF RISER=284.5 12 TOP GRATE OF ALUMINUM ,P~~``'~ BAR @ 6" O.C. E/W
BOTTOM: 280.0
CHERRY HUFFMANRCHITECT64
24"~ CORRUGATED ALUMINUM 20'x5'x18" 135 E. Martin St., Suite 101 Raleigh, North Carolina 27601
PIPE (CAP) RISER \ s 6" STONE APRON 919.821.08'15 919F821.0720
www.cherryhuffman.com
4" DIAMETER CORRUGATED LIN ALUMINUM PIPE REI 2" ORIFICE HOLE INV.=283.0 LINE WEIR WITH COMPOSITE REINFORCEMENT TURF MATTING Dewberry
Dewberry & Davis, Inc. 2301 REXVIK ODS DRIVE
WEIR INVERT = 285.1 TOP OF DAM= 286 SUITE 200 RALEIGH, NC 27812
4 PHONE: [phone] FAX: [phone]
6" SCHEDULE 40 NEW BASIN SIDE 1~
STEEL PIPE, t-FOOT TACK WELD SLOPES SEALS
MINIMUM WITH FLANGE INV. 280.0 DITCH AND BURY
1'-0" EMBED 50' ~yEIR LENGTH COMPOSITE REINFORCEMENT
TURF MATTING EDGE
6" GATE VALVE 15° CMP (MIN. 12~~ OF MATTING)
POND BOT 280.0 ~ 0.5%
F1 I S s ~ •
2'-0" Fob, R_11E iW4P0 S~ES 04LY
to "o 0
WETLA 3" CLEAR N TLAND A -WEIR DETAIL
NOT TO SCALE
1 ~-0' TYP.
4'-0" x 4'-0" CONCRETE (5) #5 REBAR EACH #5 HOOP REBAR
ANTI-FLOATATION BLOCK WAY AT BOTTOM OF (4'-0" DIA)
EMBED CAP RISER 12" CONCRETE BLOCK
(TYP. ) (3,000 PSI STRENGTH
CONCRETE)
WETLAND ADETAIL -RISER SPILLWAY
NOT TO SCALE
GATE VALVE WHEEL 36° ~b PROTECT WEIR WITH COMPOSITE Mlf~_
FOR OPERATIONAL USE CORRUGATED ALUMINUM REINFORCEMENT TURF MATTING TRASH RACK W/ WEIR ~ 293
ANTI-VORTEX DEVICE & A IR EMERGENCY WEIR (291.5)
TOP GRATE OF ALUMINUM
TOP OF RISER=291.13 12~~ BAR ~ 6" O.C. E/W ~P
BOTTOM: 287.0 CONSULTANTS
SEALS
LANDSCAPE
24"b CORRUGATED ALUMINUM 20'x5'x18" McNeely Associates
PIPE (CAP) RISER \ ~ 6" STONE APRON 5501 McNeely Drive Raleigh, NC 27612
919, 782.9687
STRUCTURAL Lasater, Hopkins, Chang
4" DIAMETER CORRUGATED \ LIN LINE WEIR WITN COMPOSITE 1015 Wade Avenue
ALUMINUM PIPE REI REINFORCEMENT TURF MATTING Raleigh, NC 27605
t" ORIFICE HOLE INV.=290.0 WEIR INVERT = 291.5 TOP OF DAM= 293 919.832.5587
4 PLUMQ MECH, ELEC & CIVIL
6" SCHEDULE 40 NEW BASIN SIDE 1~ Dewberry do Davis
STEEL PIPE, 1-FOOT TACK WELD SLOPES 2301 Rexwoods Drive
MINIMUM WITH FLANGE INV. 287.0 DITCH AND BURY Raleigh, NC 27607-3366 9119.881.9959
1'-0° EMBED 20 WEIR LENGTH COMPOSITE REINFORCEMENT
TURF MATTING EDGE ROOFING CONSULTANT
6" GATE VALVE 15" CMP (MIN. 12" OF MATTING) Stafford Consulting Engineers
~ 0.5% POND BOT 287.0 7424 Chapel Hill Rd. Suite .102 Raleigh, N.C. 27607
~ Phone; 919-852-1038
2'-0°
WETLA 3° CLEAR t'-0" TYP. ;TLAND B -WEIR DETAIL PROJECT
NOT TO SCALE
4'-0° x 4'-0" CONCRETE (5) #5 REBAR EACH #5 HOOP REBAR E--22 Elementary School
ANTI-FLOATATION BLOCK WAY AT BOTTOM OF (4'-0" DIA)
EMBED CAP RISER 12" CONCRETE BLOCK (TW.}
(3,000 PSI STRENGTH
CONCRETE) CLIENT
Wake County
WETLAND BDETAIL -RISER SPILLWAY Pllhlic- Schnnl `;vgtPm
NOT TO SCALE
IN)SU CAS'
era
PROJECT NUMBER:
10031600
PHASE:
Permit Submittal
DATE:
4-03-2007
DRAWN BY:
ACH
CHECKED BY:
PAK
REVISIONS
no. revision date
1 CD: REVISION 03.16.07
2 TOC COMMENTS 04.03.07
3 DWa 03.28.07
4 TOC COMMENTS 04.09.07
5 NCDENR 04.11.07
GARY PROJECT NUMBER 07-SP-022 ,022
APPROVED
TOWN OF CARY
Approved By Date DETAI LS
Planning Date
Engineering Date
C122

CHERRY HUFFMAMIRCHITECT&
135 E. Martin St., Suite 101
Raleigh, North Carolina 27601 919.821.08'05 919F821.0720
www.cherryhuffman.com
Dewber
Y Dewberry & Davis, Inc.
I ~ ~ r ~ ~ C 2301 REXWOODS GFM SUITE 200
~ r NJ, / / / ~ . ~ RALEIGH, NC2W2 PHONE: 919.861,96010 FAX: [phone]
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/ ~ i ~ f / ~ ~ ~ ~ ~ ~ \ ~ ~ \ ~ ~ ~ ~ ,~p~ `\LIMIl`5'OF DLSTIJRBANG ~ / I ~ ~ ~I.IR-BA~IGE;--1~ ~ ~ a. ~ I_ / / \ ~ ~
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CONSULTANTS
r ~ ~ ~ ~ ` v~ 3 00 , a ~ d~~
_ f SEALS LANDSCAPE
~ /w ~ N r McNeely Associates
m ~ ~ ~ N . I I ~ i ~ j2 ~ ~ ` 1 MIL S PA } 5501 McNeely Drive
D~ - 3 0~ 0 3 1 Raleigh, NC 27612 919.782.96V7
Cnn~ po ~ ~ ~ t ~ ~a ~ ~ i ~ ~ 75' ~ARIABLE?~RIGMT-~F- p2 30 - a ~
0 - r ~ STRUCTURAL
~ ,r ~ * ~ Lasater, Hopkins, Chang 1015 Wade Avenue
~ 4P - 2 , ~ , IG . . / ~ 8 ~ ~ as Raleigh, NC 27605
~ L-_____------' , ~ m ~ sF-~ ~F op N ' , ~ , . \.,4 / E ~ y , .P,. F+ ( / ~ , ~ yy 919.832.5507
\ / 1~i( ~ F1~` r y'M F+ j 1 1 \ \ ~ \ 2p , PLUMB MECH, ELEC & CIVIL
. / ~ / , ~r~ 1111~~ ~ J- ~ Dewberry & Davis
w ~ : OR BA ~ ~ / 2301 Rexwoods Drive
~ Raleigh, NC 27607-3366 919.881.9959
~ ~ r ~OM~ .~IT~ REINF R N ~ Q. C M ~1 ~
o ~ ~ ~Ft~ MA~`fl TYP, ' ROOFING CONSULTANT
_ LAME Stafford Consulting Engineers
/ / ~ ~ I I ~ '1 1 \ \ \ ~ ~ \ ~ \ ~ , \ ~ ~ ~ ~ , , TYP~,C-LASSO Bj Rl P RAP ~ ~ 1 ~ I ~ii .....1. 7424 Chapel Hill Rd. Suite 102
N i { I ~ 1 \ ~ ~ ~ ~ ~ ^ SILK FEN~G~; IYP. , - ' , , ~ W 15~ / ,j / i I I ~ 1 ~ - C 6. 8 I~~~;„ 5 1G ~ Raleigh, N.C. 27607 Phone: [phone]
~ ~ / ~ ~ ~ ~ I 1 ~ ~ ~ `~LA~S 1~~1P RAP ~HI~ES~'=~%~"/ ~ / ~ ~ ~ I , 1 t~-- _
1 ~ ~ r \ \ ~ \ \ La = I2'" - COIR ~bA`fTl I ~ ~ ~ I . SILT C E ~w _ ~
TYe, ~ RAP ONE w T
~ i ~ i ~ ~ ~ l\~1 ` ~kiICKNESS`= 2~"~ , _~f ~ ~ ~ ~ , ~ / /J / - - kIICKNESS = 2~ : - '~..--!~t~ PROJECT
(r i ..-w li c~ . r' `
OM WAL~'~~-~. ~1 f ~ / E-22 Elementary School
` ~ f
~ _ f
f? _ ~ ri V s ti CLIENT
Wake County
r.% / I# 1 1 ¦
f-UDIlc -:)cnooi system
Qveu co
A~
LEGEND
Q STRUCTURE NUMBER
~ (CURB) CATCH BASIN
O STORM DRAINAGE MANHOLE NOTE:
1. SEE SHEETS C-120, C-121, C-122, L-604 & L-605 FOR HORIZONTAL SCALE SCALE PROJECT NUMBER:
D DROP INLET W/ GRATE EROSION CONTROL DETAILS.' 10031600
2. DISTRUBED AREA ALONG ROADWAY IS APPROXIMATELY 9.2 0' 20' 40' 80' ACRES. 80' PHASE:
POND RISER 3. THE EROSION CONTROL REVIIEW AND INSPECTION WILL BE 1 INCH = 40 Fr.
ADDRESSED BY NORTH CAROLINA DEPARTMENT OF FT Permit Submittal . DATE:
-TP - TREE PROTECTION ENVIRONMENT AND NATURAL RESOURCES, NOT TOWN OF 4-03-2007
~0 INLET PROTECTION CARY. DRAWN BY:
4. TOWN OF CARY WILL NOT ISSUE A GRADING PERMIT. AGM
~O ROCK INLET PROTECTION
CHECKED BY:
~O OUTLET PROTECTION PAK
-SF - SILT FENCE
REVISIONS no. revision data
-TP - TREE PROTECTION i CD: REVISION 03.16.07
2 TOC COMMENTS 04.03.07
TEMPORARY DIVERSION DITCH 3 DWQ 03.28.07
4 TOC COMMENTS 04.09.07
ROCK CHECK DAM 5 NCDENR 04.11.07
STABILIZED OUTLET FOR SILT FENCE CARY PROJECT NUMBER 07-SP-022 ,,022
APPROVED
TOWN OF GARY
Approved By Date
Planning Date GRADING, DRAINAGE,
Engineering ~ & EROSION CONTROL
0114

CHERRY HUFFMANIRCHITECT&
135 E. Martin St, Suite 101 Raleigh, North Carolina 27601
919.821,08105 919F821.0720
www.cherryhuffmon.com
Dewberry
Dewberry & Davis, Inc.
2301 REXWOODS DIVE SUITE 20D RALEIGH, NC 27612
PHONE: [phone] FAX: [phone]
SEALS
,~le!!!!ii!!tlI
CAR
%
FI t. D#' II%GS
Foil R&1E'V6'A&0SiS y LY
' ~ ~ ~ ~ ~ / ~ / / LAS~~B CRAP ! ~ ~ - % /C ~ 10 '016 10

~
/ O ~ ~ ~ 55
l~l ~ ~
_ _
~ ~
1 \ ~ \ o~ o / W
i \
W ~ ~ ~0 21+00 ~ ~ 22 p ~-j ~ \ ~ I T PORARY INLET _ ~
PROTECI'19N. TYP, _ _
~J? 20k ~S~ 150 ~ \ ~ 160 ~ ~P S ~2 ~0
\ 1 ~P ' ~
\ \ ~ 9 \ ~ 1 - ' 2~Q ~ ~ ~ \ ~ \ ~ ~ ~ LASS I RIP P `
w--°
sEE LANa A~E_FOR 2 ry
~ x - CONTINUATION OF LIM1TSµ ~ ,f f,/ CONSULTANTS
0 ~ SEALS
. e y LANDSCAPE
o.~~~ F F PVC 1 L McNeely Associates
r o f ro 5501 McNeely Drive Raleigh, NC 27612
919.782,9697
T
3 - i / ~ STRUCTURAL
~T \ ~ ~ ~ ~ ` ~ ~ ~ ~ \ ~ ~ ~ THIC~NES~=30" 2 0 ~ Lasater, Hopkins, Chang 1015 Wade Avenue
~ i ~ r ~,r' Raleigh, NC 27605
.r~ ~ / 919.832.5587
S ~ r" y ~ ~ ~ r _ l r s PLUMB MECH, ELEC & CIVIL
~ Dewberry & Davis
~ \ ~ \ \ ~ ~ ~ ~ ~ DIV RSI ITCH, TAP, ~ / 2301 Rexwoods Drive
. \ ~ \ \ ~ ~ \ ~ CH~C~K DAM, T~l`R., ~ ~ ~ ~ \ ~ ~ \ \ \ ~ ~ SPACE~~O' O.C. \ ~Q r ~ I Raleigh, NC 27607-3366 919.881,9959
V / ~ ~ . / O,C. ~ ~ p ~ I s r,
1 ~ ~ ~ 1 ~ 1 \ \ ~ \ 1 1 ROOFING CONSULTANT
\ ~ 1t' SEE PE LANDSCA ~ \ \ ~ CONTINUATIO F IM 1 N ~ L ITS Stafford Consulting Engineers
~ ~ \ \ ~ ~ r \ l 7424 Chapel Hill Rd. Suite 102
~ \ i ~ ~ \ ~ ~ y f Raleigh, N.C. 27607 Phone: [phone]
~ ~ _ \ ~ X96 2~ 3~? ~ \ 306 J,O ~ ~ ~ ~ ~ r \ ~ _ ~ v
I ~ ~ \ ~ ~ ? ~ r ~ ~ ~
~ y, ~ _ ~ ~ ze 288 ,~9 ~ ,LASS I V,21P RAP • p ~ t r _r-- ' YARa INLET ` ~ i
\ PR ECTION TYP, \ PROJECT
~ ~ ~
~ - E--22 Elementary School
~ ~ ~~w
/ THICK E~SS=22~'` \ ~ ' ~y~~'y'`~::::: • \ ~ ~ ~ c~
. ~ . ~ ~ k
TE ORARY SEDIMENT ~ ~ \ ~ D < CLIENT
TRAP'~A WITH BAFF'~ES ~ T ~
a r Wake County
~ ~ \
. Q\)au CO
~ E G 1 ~ C E G Y WEIR, - - ~ ILT FENC€; ~IYP~ - "
~ ~ ~
50 LF OF 15 P \ ~ ~ ~ \ ~ SF ~ ~
00.5% ~ INV. OUT = 27~7.~5\ ~ - -
\ ~
LEGEND cba `RIP RAP ~ ~ ~ ~
THICKN ~ ~ ~ NOTE:
STRUCTURE NUMBER MIN. 3 UT ~k20M ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ NMIT~OF ~ONS WALL ~ ~ ~ ~ ~ ~ ~ 1. SEE SHEETS C-124, C-121, C-122, L-604 & L-605 FOR HORIZONTAL SCALE OF ~ONSTRITC-~IO1V - , CALE PROJECT NUMBER:
~ ~ EROSION CONTROL DETAILS.' 0' 20' 40' 80' ~'L\ _ 2. DISTRUBED AREA ALONG ROADWAY IS APPROXIMATELY 9.2 80) 10031600
ili (CURB) CATCH BASIN \ ~ \ ~ \ z ACRES. PHASE:
~ STORM DRAINAGE MANHOLE COMPOSITE REINFORCEMENT ~ ~ - - ~'~~~1'`~\`' 3. THE EROSION CONTROL REVIIEW AND INSPECTION WILL BE 1 INCH = 40 FT. FT, Permit Submittol
TURF MATTING, NP. ~r ~ \ ~ - " ADDRESSED BY NORTH CAROLINA DEPARTMENT OF DATE:
? DROP INLET W/ GRATE ENVIRONMENT AND NATURAL RESOURCES, NOT TOWN OF 4-03-2007
CARY. DRAWN BY:
POND RISER 4. TOWN OF CARY WILL NOT ISSUE A GRADING PERMIT. ACH
-TP - TREE PROTECTION CHECKED BY:
PAK
IP INLET PROTECTION
REVISIONS
~O ROCK INLET PROTECTION no, revision dote
I CO: REVISION 03.16.07
O OUTLET PROTECTION 2 TOC COMMENTS 04.03.07
-SF - SILT FENCE 3 DWQ 03.28.07
4 TOC COMMENTS 04.09.07
-TP - TREE PROTECTION 5 NCDENR 04.11.07
GARY PRQ7ECT NUMBER 07-SP-022 22
TEMPORARY DIVERSION DITCH APPROVED
ROCK CHECK DAM TOWN OF CARY
Approved By Date
STABILIZED OUTLET FOR SILT FENCE Planning Date GRADING, DRAINAGE,
Engineering Date & EROSION CONTROL
0113

~ 1.~ ~ \.~'i ~ ~ ~ \ c~ f f ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ STORM WATER NOTES:
~ ~ ._.----.w::r c~
~ \ it ~ ~ (h ~ ~
ti ~ ~ / ~ ~ 1 1 ' ~ 1 ~ ~ ~ ~ ~ i~ \ 1. STRUCTURE NUMBER ON DRAWINGS DENOTED AS xxX
j
r ~a l r , 0 / ~i~ ~ ~ ~ t1 ~ t~ ~ 2. CB =TOWN OF CARY STANDARD CATCH
/ . r / / z ~ ~ i ~ , 1 ~ , ~l ~ ~ BASIN. #8000.03
~ ~ ~
~ ~ a~ ~ / ~ i ) ~ ` 1 I ~ i ~ 3, MH =TOWN OF CARY STANDARD STORM DRAINAGE CHERRY HUFFMAMIRCHITECT&
l ~ i / / ~ r~ ~ ~ ¢ / j r / ~ ~ ~i ~ i ~ 1 ! ~ MANHOLE. #8000.05
135 E. Martin St„ Suite 101 Raleigh, North Carolina 27601
l ~'a
`fir ~ ~ ~ ~ ~ ` ~i ~ 4. FES = FLARED END SECTION, NCDOT STD. 310.01. (0: 919.821.08,15 9191:821.0720 www.cherryhuffmon.com
~ \ ~ r-- d' ~ ~ ~ w ~ / / .o ~ o, 2 t / 1 ~ ~ , ~ / / } ~ `rte ~ \ i r-~-.~ i
~ _ ~ ~ ` ti..~. ~ .r ~ / % ~ J~ ~ I`Q y~°` ~;~j~ ; 5. ELEVATIONS ARE MEASURED TO THE GRATE ON DROP
~ r~' INLETS, TO THE RIM ON STORM DRAINAGE MANHOLES, mom Dewberry
~ CJ I \ ~ ~ I / ~ / ~ ~ ~ ~ `1~ ~(,j ~ 2" BLOWOFF AND TO THE TOP OF THE RIM ON CATCH BASINS. Dewberry & Davis, Inc. 2301 REXWOODS DRR+E
~ ~ ~ /I ~ , / d j / ' ~ ASSEMBLY SUITE 200 RALEIGH, NC 27612
/ ~ / ...r PHONE: [phone] FAX: 919.881,9923
/ ~ ~ ~ / ~ % f `q ; ~ ~ ~ ~~f 6. RCP SHALL BE CLASS III REINFORCED UNLESS
~ \ ~1 r SEALS
3~~ • / / H ~ OTHERWISE NOTED.
~ cn ~ o / t n ~ II ~ ~ / ' ~ ~ r ~ ~ 7. SANITARY SEWER AND WATER NOT LOCATED WITHIN THE
~ ~ \ ~ _ GREENWAY U ~ ? ~ Y ~ ~ - J N ~ i RIGHT-OF-WAY OR PUBLIC EASEMENT SHALL BE PRIVATE s
1 / ~ t~ 1 ~ ~ IR HYDRANT i i GAT ~ ~ ~Wb AND OWNED BY WCPSS.
/ Z / ~ D ! ~ E , / / N 1 E / ~ ASSE ft 10 ..~.•~4 ! •
/ / v ~ ~ --~.3 / / ? ~ I ti n + / ~ ~ ~ ~ - ~ ~ 8. ALL STORM DRAIN FRAMES, GRATES, AND HOODS SHALL BE BE Fl AL 1) S
~ ~ > ~ ! / ~ f r~ i. I ~ ~ 1 2 o I F ~ j 1''`~ STAMPED WITH "DRAINS TO RIVER" PER TOWN OF CARY F04 RIVIEUHA&CIS~S ILY «
/ o 3 MIN ~ 1 I / _ ! ~ ~ ~ ~ g` ~ / ~ +p ~j ~ STANDARDS AND SPECIFICATIONS. •.~9'«.F~~ I NEE.•««~J~
1 . r ""'1' / /
~ ~ f 4 r~ p gT~2UCT10N ~ ~ , ~ ` / ! ~ % T 3~j+0,35 STORM DRAINAGE SCHEDULE ?etrllq~serNs
i i - -W - i ~ / Ii> ~ ~+g Q`j - - ~ / / i SlructNo. SMuctT a To Hood tt Pi eDia. in Pi e? Len th R Slo a ttAt Inverkln R Invert Out I Invert Out ft
~ -f' \ ~ y_ ~ ~ , j N ~ 10 CB 311.94 - 307.00 307.00
Q I: 15 RCP 43 0.0200 e d~j~ ~ ~ \ N ` ` ~ ~ ~ 11 CB 311.94 ~5 RCP 210 0.0100 306.14 305.94 305.94
~ d~~ ~ ~ r w ~ ~ s ~ o _ ~ ~ z /t l Z6 _ _ - / 4 2s ce aios aos.zs 305.00
~ ~ ~ ~ .~e ~ o+oo 305.00
i o t 3 ~ ..'.w 1 ~ ~ 15 RCP 81 0.0247 - " ! 25 MH 308+/- 303.00 302.75 302.75
C~ ~ ~ a ~ ~ . 129 , ~ ~ ~1'I N ~ ~
9 i oo ~ ~ e m ~ ~ ~ 1 ~ ¢ Z _ ~ I 2s cs sos.as aoozo soo.oo 300.00
J ~ 0 3~ , / ~ 15 RCP 43 0.0496 3~~ 296 g 2g3 ~ z~ ce 305.45 zszas zaz.ss 292.86
~ ~ ( 1 I ~ 4- ~ Q NV ~ J 1 ~ J ~ - 2~S-..=~" 2'~"' ~s RcP as o.o~oo
r 1 ~ ~ ~ I I ~ f ~ ~ ~ m w 1 _ ~ / ~ ~ ~ / 'C OP \ ,KBu - ~ 9 9~ % _ 27a MH 293 289.50 28822 288.22
r ~ ~ 1 ~ J / • ' 18 RCP 22 02209 288.00
~ ~ ~ ~ ~ d I ~ j ~ ~MER~EN \ ~ 8 ' ' ~ ' ; ; N ~ zs FES - 288.00
111 ! 1 a l 1 f ! o \ \ ~ T'~~ ~ \ - - ~ : / 22 CB 310.12 - - 306.72 306.12
1 ~ E _ _ _ f ~ t~ ~ J a 1 ~ .
1 f ' i ~ i L 20/ ?~5\ ~j ~ ~ v OR~BA 2a ca s~o.~z 12 RcP as o.ozoz 305.25 sos.oo 305.00
~D o ~ ~ ~ ~ \ ~ ~ - ~ ~ ~ 24 CB 309.5 304.00 304.00
n N- X 1 ~ ..--~tD A r x I ~ r f 1 / m 15 RCP 37 0.0270
` ~ ` ~ / ~ ~ ~ 25 MH 308 303.00 302.75 302.75
U6Z_' - ~~'S~~~ ~ 0~~~ --I ~ NOTES CONSULTANTS
~ I ~ 6 SEALS
~ 1 \ ~ - / r I ~ ~ N \ /
_ t~-~~ ~-f MAR " 3V~ ' 1. TOPOGRAPHIC SURVEY PERFORMED BY TAYLOR WISEMAN TAYLOR. TAYLOR, LANDSCAPE McNeely Associates
I v ~ ~ a ~ ~ - 5501 McNeely Drive
= j----~ ~y~ ~ sTO~-'~~ g Tg ' 4 2. WETLANDS AND STREAM BUFFER DELINEATION PERFORMED BY Y Raleigh, NC 27612 B 0 919.782.96V7
' ~ ~ 1 - - GC------,---___KEY ~ OF ~l ~ , TRIGON ENGINEERING OCTOBER 2006.
i ~ I ~ ~ STRUCTURAL
Ea _ - ~ " N~ ~ ~ 3. ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER. r.TER. Lasater, Hopkins, Chang 1015 Wade Avenue
to tl) Raleigh, NC 27605
(37 C~ 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT AN TOWN OF CARY STANDARDS AND SPECIFICATIONS. )OT AN D 919,832.5587
PLUMB MECH, ELEC & CIVIL
+ + __~.~m.._w__._,.µ ._...._._..~..w__._ _ Dewberry do Davis
Lr = 124 L = 62 NORMAL ROWN 5. PROJECT SITE IS LOCATED IN FEMA FLOOD INSURANCE RATE 2301 Rexwoods Drive ZATE Raleigh, NC 27607-3366
IGH POINT E EV = 314,3 ..._T _._____..T______ _____.__E~.~._P TW--E~EV--- -3~-~-~-9r-______ _ _._.T_T.._._._.~___ - MAPS (FIRM), AND IS NOT LOCATED WITHIN THE 100 YEAR
HI H POINT ST = 34+84. 9 .AR 919.881.9959
-~--~~-B~N -P-B T---~T~- ~Q7:85__.~____.. _ .e___________.__...~_ 340 _ _ _ FLOOD PLAIN. NUMBER 3720072400) AND 3720073400) DATED J DATED ROOFING CONSULTANT
PVI STA 31 +00 340 MAY 2, 2006. Stafford Consulting Engineers
PVI ELEV = 315.72 7424 Chapel Hill Rd. Suite 102 Raleigh, N.C. 27607
A,D. -4.50 ~ ~ .~..~__...r..~ _ ~ _ - - 6. PROJECT SITE IS IN JORDAN RIVER WATERSHED. Phone: [phone]
- - - 7. CONTRACTOR SHALL VERIFY MATERIAL OF EXISTING 12" SANITAR _ SEWER PIPE. IF MATERIAL IS NOT DUCTILE IRON, CONTRACTOR >ANITARY
_ _ _ . ~ 250, VC fi8fi~:V~- _ ___.__.____Y______Y____ _ 'RACTO R PROJECT
SHALL PROVIDE 12" DUCTILE IRON PIPE AND APPURTANCES CES
REQUIRED TO CONFORM WITH TOC STANDARDS AND
~ _w,...~_........ ~ ~ T._ N M r. t0 . ' E--22 Elementary School
N N - N - - - SPECIFICATIONS. - W -
N N ~ N? ~ M7 ~ , ~ ~ . ~ ~ ~ t~ W
(n U) W W U) W - U U _ ~ U - 8. GROUND SURFACE OF PROFILE IS AT CENTERLINE OF ROAD. )AD.
} 320 MAINTAIN MINIMUM COVER OVER WATERLINE PIPE BASED ON 320 FINAL GRADE IN THE LOCATION OF THE WATER LINE. ON CLIENT
WI~1 Wm WW W W
36" CLASS t o Wake County
92 LF OF 15" RCP ~ a 9. SEE TYPICAL SECTIONS FOR ROADWAY DIMENSIONS AND Doihlir C^k^^l <Z +orn
_ 1 {„A 1? 1 14 eJ 41 1 V 1 ~.Y7 \I ~7 4 41 1 1
- 1. o 4 MIN - - ^ - . ~ _~.~.g. ~P v - 1.00 0 _ 43 L OF - -4.35% - 4 .~..F-~ - -
_ 1_ " RCP _ _ ~ 10. CONTRACTOR SHALL SAWCUT PAVEMENT AND MATCH EXISTING TI N G ~?v~u c,q
C~ 1.00 ~ EDGE OF PAVEMENT ELEVATIONS FOR ROAD, SIDEWALK, AND
AND A,`k 2
~ ~ CURB AND GUTTER. ~1 LF -F----- - -
p 2 4~ 99 - ~ 1 1. 3:1 MAXIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS. NS. co
- ~2 p~P ~ RCP ~ 12. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE
300 - - - - ~ 5„ ~P - 3 L F THE X41 ~k
3 LF OF 300 TOWN OF CARY ROADWAY BID BREAKDOWN.
0 192 LF OF 15 RCP 2" - - --~-1. 0 2 O O ~ ~ 118 LF F 15" RCP 2" RCP '
2.02% L - - 13. MILLS PARK DRIVE PAVEMENT DESIGN SHALL BE DESIGNED AND :D AN D
--T5 -R~Fr----- - ~ SEALED BY A STATE OF NORTH CAROLINA LICENSED PROJECT NUMBER:
. 6~- PROFESSIONAL ENGINEER. 10031600
U U o ~ 3.69 - ~ - - -2'- vaur~-- - PHASE:
AND B OWOFF T Permit Submittal
W - 122 _LF OF 4" RCP - - - LEGEND DATE:
- 4-03-2007
NU~ - - - - Q STRUCTURE NUMBER HOR120NTAL SCALE DRAWN BY:
0' 20' 40' 80' 80' ACH
- ~ ~i (CURB) CATCN BASIN CHECKED BY:
280 I- - - ~ d- °i v cn ~ ? N ~ ~ Q O O r+) ZSO ~ STORM DRAINAGE MANHOLE 1 INCH = 40 Ff. PAK
0
O O ' ~ ? DROP INLET W GRATE ~ ~ ~ ~ - ~ YER7ICAL SCALE REVISIONS
-f- i~ M ~ _ M ~ M-r - M ~ - no, revision date
~1 CID: REVISION 03,16.07
' - N II z C~ - - - ^ Q - II__.Q„ II z~. it Z ~ ? POND RISER 4' 8' 16' - Q - N 2 TOC COMMENTS 04.03.07
N a ~ ~ > > -...--~----N - > -TP - TREE PROTECTION NT U~Q.ZZ ~ ~ZZZ d.~~ U ZZ 7 INCH = 8 FT. 3 DWQ 03.28.07
cn ~ Z ? - - N 260 - ~ 27+00 28+00 29+00 30+00 31+00 32+00 ~ ~~P INLET PROTECTION 4 TOC COMMENTS 04.09.07
5 NCDENR 04.11.07
- ~ - - ~n rn + ~ ~P OUTLET PROTECTION
-022
II ~ II? n -SF - SILT FENCE ~YPROJECTNUMBER07-SP-022 - - APPROVED
N Q ] N > > TOWN OF CARY ENTRANCE ROAD
v cn ~ z v ~ ? ? ~ 260 Approved sy date PLAN & PROFILE
Planning Date
Engineering
33+00 34+00 35+00 36+00 C104

t
/ /j_ -l ~ ~~Gy'.~ / RIM=~195.~t / ~ ~ T - _ CURVE TABLE STORM WATER NOTES:
1`" ~ j > y ~ ~ /INV~OU ~2 15g SS 5' CONC. SID~NFALK ~ ~ CURVE DELTA LENGTH RADIUS TANGENT CHORD HORD BEARING
1. STRUCTURE NUMBER ON DRAWINGS
~ \
2 108'09'32" 924.99' 490' 676.40' 793.63' N 52'38'01" w DENOTED AS XXX
ITV I = ~ ~ ~
~ ~ ~ \ _ _ _ 2. CB =TOWN OF CARY STANDARD CATCH
~ \ - - ~ - ~ - - _ ' BASIN. 000.03 - - - - - ~ ~ _ - _ v-- #8
~ w ~0~21+00 ` 22 p ~j ~ ~ - _ _l _ \ ` J------ __--i`, _ 3. MH =TOWN OF CARY STANDARD STORM
135 E. Martin St., Suite 101
~j, ~ / _ ~ \ ° ~ RVC 3. i5% 1 ~ X24' 9g \ \ ~ ~ Raleigh, North Carolina 27601
~~~9~ 20~ ° 5~0 Aso ~ \ ~ \ Aso 1 ~ ~ 6 ~ ~o~ - - _ _ _ _ _ _ ~ - - - , , - DRAINAGE MANHOLE. #8000.05 919.821,0SO5 919FS21.0720 www.aherryhuffm an,oom
~ gg ~ ~ 1 ~ ? ~ ~ 10' ASPHALT ~ _ ~ \ - - - - ' i 10 CHERRY HUFFMA14RCHITECTAA
cREENwAY , - ' ~ 4. FES = FLARED END SECTION, NCDOT
~ J~ :-o~~~ ~iYP)_~ ` - - - - _ ~ , ~ ~ ~ STD. 310.01.
w ~ 19 Dewberry
~9 $ }~t~~ ~ ? ~ ~ \ ~ \ ~ \ .3 99 ' 4X0 ~4Xo _ _ - - - - - - ~ - r - 5. ELEVATIONS ARE MEASURED TO THE Dewberry & Davis, Inc. 2301 REXWOODS DRNE
C~ \ B ~ ~ ~ S O SUITE 2DD RALEIGH, NC 27612 PHONE: [phone]
~ o ~Y - - _HANDICAPP RAMP % ~ / GRATE ON DROP INLETS, TO THE RIM FAX: 91 9.881,91M
- - --`a- . ~ , ~ ON STORM DRAINAGE MANHOLES, AND ~ ~ s" GATE va~v~ ~ t LF F~i'~ pV~ • TO THE TOP OF THE RIM ON CATCH
~ \ _ x- - - - - - - _ - c~~3~ ~ BASINS. SEALS
i i
~ ~o - / ~ i HALL BE CLASS III REINFORCED %
~ - ~ _ - ~F ~ - - ~ ~ ~ , UNLESS OTHERWISE NOTED. s `1t`•.9' •
NAGS
j' ~ 7. STORM STRUCTURES AND PIPES BETWEEN F1 AL E) .1
G G~ V\ ~ \ ~ \ l \ ~URB & ~I~TTER 0 4' 121- F04 RdV1EV07 W0S9S 4INLY
LEGEND S~o~P~ ~ ~ ~ ~ ` ~ ~ ~ ~ ~ ~ 5' \CONC. SIDEWALK- Q STRUCTURE NUMBER ~ N / \ p ~ \ \ ~ \ \ \ \ ~~O ~ \ EWALK y, - ''-S`'--_ _i = -f ~ 13A - 13 AND 14 ARE WCPSS.
S
\ ~ ~ ~ 8. SANITARY SEWER AND WATER NOT ee'rssrrrrrra+~'e
z ~ r- - - ~ - ~ / LOCATED WITHIN RIGHT-OF-WAY OR
i~ (CURB) CATCH BASIN 12~ g ~ S I~" i` ~ \ ~ ` ~ \ ~ ~ \ \ ~ \ \ ~ ( ~ o i , PUBLIC EASEMENT SHALL BE PRIVATE AND C) 0
STORM DRAINAGE MANHOLE Gv~- ~cF \ i ~ \ \ ~ ~ \ ~ ~ s ~ ! ~ ~ OWNED BY WCPSS.
~ 8" GATE VALVE ~ ~ ;
O DROP INLET W/ GRATE ,~~y \ l~ 1~ ~ \ ~ ~ 3~~ 3Q8 \ ~ 12"x8'~ TEE ~ ~ L ~
~ GATE VALV v'> ~ \ \ STORM DRAINAGE SCHEDULE
POND RISER ~ ~ RIBA \ ~ 3~2 ~ 30\ 3 ? ~ ~ I ~ ~ P ~ ~ ~ ~962~ ~ ~o~ \3 ~ \ / ~ ~ / ~ ~ ~ ~ _ S~NCS NO. StNCS T e To Hood h Pi a Dia. in Pi e T e Len th R Slo a Rlft Inver! In R Invert 1~ \ j6~\ / \ - 9 CB 289.50 283.66 283 in ft Invert Qut ft .66 283.46
~u'> ~ - 24 RCP 67 0.0050
-TP - TREE PROTECTION I ~ ~ \ ~ ~ ` 284. 8 ~ ~ 28 2g2 ~4 ~ ~ ~ \ ~f"~ 7t ~ ~ ~ 18 CB 290.50 283.13 282 .13 282.93
IP INLET PROTECTION ~ I , ~ ~ ~ ~ ~ . 8~ 8 ~~q ~ ~ \ \ _ 24 RCP 80 0.0050 \ ~ y~ - - 19A MH 294.00 262.53 282 .53 282.33= r
\ \ ~ ~ 24 RCP
O QUTLET PROTECTION ~ ~ ~ ~ ~ \ ~ ~ ~ 8 \ ~ J~ GONCREfE \ ~ " ~ y \ ` - ~9 fES 138 0.0133 280 280.50
9 ~ ~ ~ SIDEWALK ~o cs 311.94 ~ - 307 307.00
-SF- SILT FENCE / ~ ~ Sy s~:~~:'y%~,~:~'•~ ~ ~ ~ ~ ~ \ tJ~ G~ - ~ 15 RCP 43 0.0200
~ \ ~ - \ 11 CB 311.94 308.14 305 .14 305.94
\ ` ~ \ \ ~ 15 RCP 210 0.0100 ~ r' 12 CB 312.47 303.84 303
MH ~ NORTHWG FASTING C~ \ ~ HORIZONTAL SCALE as Rca X30 0.0200 .84 303.55
140 750856.3835 2029581.4783 ~~O ~ ~ ~ ~ ~ 15 CB 310.5 300.95 300 .95 300.75
150 750830.7427 2029689.0729 ~ ~ ~ \ ~ C P\ 155 750884.7342 2029705.8154 1 1 ~ ~ ~ \ ~ O~ 20~ 40~ $O~ 18 RCP 167 0.0404
C P~ L \ ~ ~ 16 CB 304.5 24 RCP 142 0.0413 294.00 293 .00 293.50 CONSULTANTS
160 750775.8392 2029804.458 KEY STONE ~ Z. • • ~ ~ \ \ ~ \ $ 1 INCH = 40 FT. 17 CB 298.5 287.63 287 .63 287.43 SEALS
170 750705.3313 2029888.2681 ~ ~ G} ~ 24 RCP 177 0.0392 LANDSCAPE
180 750570.3649 2029979.4153 ~ ~ ~ " ~ - 17a FES - 280 ~`~~G~^~ VERTICAL 8CALE 280.50 McNeely Associates 5501 McNeely Drive
~ E G t90 750453.4576 2030014.9765 COMPOSITE RE ORCEM~NT ~ C E G Y WEIR, ~ • 13a ~ pl 312.5 - _ 307 307.70 Raleigh, NC 27612
200 ~5o4~~.st~8 2030200.8102 TURF MATTWG (1 X 1p~) ~'9 ~ R \ ~ ~ 4~ 8~ 16~ 12 RCP 25 0.0400 v 919,782.9697
210 750410.2995 2030336,6605 ~ C ~ ` 50 LF OF 15 P , ~ ~ ~ ~ ~ ` 13 CB 313.5 306.70 306 12 RCP 70 0.0100 .70 306.50 STRUCTURAL
\ ~ C~ 1 INCH = 8 fT. ~4 CB 313.5 305.80 305 7 .80 305.60 Lasater, Hopkins, Chang
m0.5% 15 RCP 75 0.0200 1015 Wade Avenue
~ 15 CB 310.5 304.10 300 N .10 300.75 Raleigh, NC 27605 919.832.55187
p> NOTES:
PLUMB MECH. ELEC & CIVIL
Dewberry & Davis
' FULL SUPERELE ATION ~ 0.040 FT FT~LT ' Lr = 124' 1. TOPOGRAPHIC SURVEY PERFORMED BY TAYLOR WISEMAN TAYLOR. -OR, 2301 Rexwoods Drive Raleigh, NC 27607-3366
919.881.9969
HIGH P INS' ELEV = 312.26 2, WETLANDS AND STREAM BUFFER DELINEATION PERFORMED BY TRIG0 HIGH PO NT STA = 2 +52.70 M ~t ~ 340 ENGINEERING OCTOBER 2006. Y TRIGON
340 ~ - - - ROOFING CONSULTANT
r T PV STA = 25+60 _ _ _ _ 3. WATER MAINS AND APURTANCES WITHIN THE RIGHT OF WAY SHALL PVI ELEV = 313.92 o PUBLIC. Stafford Consulting Engineers 7424 Chapel Hill Rd. Suite 102
SHALL BE Raleigh, N,C. 27607
Phone: [phone]
K = 56.02 0 ~ Z ~ 4. ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER.
PROJECT
330.00' VC + 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT AND T 00 CARY STANDARDS AND SPECIFICATIONS. AND TOWN OF
2 E-22 Elementary School
Q O N M n c0
~ o - -Q ~ - - f
- - + o ~ ~ ~ NN MM 6. PROJECT SITE IS LOCATED IN FEMA FLOOD INSURANCE RATE. MAPS MAPS (FIRM),
~Cl = N M ~ ,~;w AND IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN. NUMBE cV ~ + - - Wm 32~ 3720072400) AND 3720073400) DATED MAY 2, 2006. NUMBER CLIENT
320 w o 0 o c~
c0 00 ' - ~9--- - ~ ~ o ii ~ , Q - ~ 7. PROJECT SITE IS IN JORDAN RIVER WATERSHED. Wake County
~ m- - - = O N - ~ - _ _ ~ ~ N - N r~ N ~ ~ Public School System
~ " - ~__I_.1 8. CONTRACTOR SHALL VERIFY MATERIAL OF EXISTING 12" SANITARY S w - rARY SEWER
--`-Q ~ N - I~ 0 N II `n is-1--- Q ~ N II O N N o = ~ N I~ _O~ ~ N ~ ~ rn f N II r~ II ~ - - f N II ~ N Q ~ N Q Z Q ~ - N Q z 0 ~ ~ ~ z PIPE. IF MATERIAL IS NOT DUCTILE IRON, CONTRACTOR SHALL PR 12" DUCTILE IRON PIPE AND APPURTANCES REQUIRED TO CONFORt R TOC STANDARDS AND SPECIFICATIONS. ALL PROVIDE ~Q Vau s:ONFORM WITH
Q II ?p ~ ~ > vU ~
Q ~ - ww / v~ cn -
- cn ~t ~ ~ - - 300 - 9. GROUND SURFACE OF PROFILE IS AT CENTERLINE OF ROAD. MAIN MAINTAIN cn
MINIMUM COVER OVER WATERLINE PIPE BASED ON FINAL GRADE IN ZADE IN THE
~ F pip _ _ ~ ~„~p _ LOCATION OF THE WATER LINE. b4f
/ - pVC pvC ~ ~.a8 130 ~F ~ ~ 300 10. SEE TYPICAL SECTIONS FOR ROADWAY DIMENSIONS AND PAVEMENT ~-gE_ . -.g~ - 1 1. CONTRACTOR SHALL SAWCUT PAVEMENT AND MATCH EXISTING EDGE
~ 1 % =MENT SECTION.
- - - -~R- - -
D1P W A EDGE OF PROJECT NUMBER:
- - - ~ ~ P~~ - 1 ~ - 48" M N. X10 1 ~ Q 4 04~° RrP___ PAVEMENT ELEVATIONS FOR ROAD, SIDEWALK, AND CURB AND GUTT JD GUTTER. 10031600
PHASE:
- - - - - C .J~~ 12. 3:1 MAXIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS.
Permit Submittal
67 LF DATE:
- - - - --=ice --z~-~-~~~--- 64 LF OF 24" R P _ ~~v_C - C~? 0.6 ~ / - 123 ~F - - - - - 13. ALL CONSTRUCTION 0 N THIS SHEET SHALL BE A PART OF THE TOW HE TOWN OF 4--03-2007
- - CARY ROADWAY BID BREAKDOWN . DRAWN BY:
ACH
-~P - - Q----- - CHECKED BY:
280 7 LF OF 5% ~ - - ~ 0 0 oo~~ ~~`n 280 PAK
o ~ o
o . a, ~~P 24" RCP 24".RCP o ' °0 00 .-o REVISIONS
C~ 0.60 ~ 3.50% - + N f r°~ - - - - - - - no. revision date
N ~ N ~ N Z Z ~ ~ z g 1 CD: REVISION 03.16.07
2 TOC COMMENTS 04.03.07
/ - r a ~ Q - - - OEM - -O I\^ U(n~ Z (.~(n~ z a ~_2._> > ~2 ~ Z Z Z U ~ Z Z 3 DWQ 03.28.07
4 TOC COMMENTS 04.08.07
~ ' ~ M ~ - GARY PROJECT NUMBER 5 NCDENR 04.11.07
- - APPROVED
- ~ z N z-~ - - - - ~ Q Q TOWN OF CARY - - Approved By Date
ENTRANCE ROAD
26O U~~ZZ U~~ZZ 260 Planning Date PLAN & PROFILE
Engineering Date
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 0103