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Home My WebLink AboutSW3200701_08-Plans_202007071 1 2 3 k E ZONING DISTRICTS & LOT DEVELOPMENT REQUIREMENTS p SITE 25.84 ACRES ZONING: CU-C2 IMPERVIOUS COVERAGE: 67.6% BUILDING HEIGHT: 45' MAX. BUILDING SIZE: SETBACKS: FRONT:20' SIDE:10' SIDE CORNER:20' REAR:20' ACCESSORY STRUCTURE: N/A BUILDING SEPARATION REQ: XXX SUPPLEMENTAL REQ: N/A C An NOTES: ANY CHANGES MADE TO THE PLANS FOR OTHER DISCIPLINES (STORM WATER, EROSION, TREES, LANDSCAPING, ETC.) MUST BE SHOWN AND IDENTIFIED BY REVISION # AND CLOUDING. FAILURE TO DO SO WILL DELAY THE APPROVAL OF THIS PROJECT. DRAWING INDEX GENERAL CO.D COVER SHEET CIVIL C1.0 GENERAL NOTES C2.0 EXISTING CONDITIONS C3.0 SITE PLAN C3.1 ASPINAL STREET PROFILE C3.2 KEMBLE STREET PROFILE C3.3 OVERALL SITE PLAN C4.0 GRADING & DRAINAGE PLAN C4.1 WET POND BMP PLAN C4.2 WET POND DETAILS C5.1 OVERALL PLAN WATER/WASTEWATER UTILITIES C6.0 UTILITY PROFILES C6.1 STORM PROFILES C7.0 CONSTRUCTION DETAILS C7.1 UTILITY DETAILS C7.2 UTILITY DETAILS EC1.0 PHASE I EROSION AND SEDIMENT CONTROL PLAN EC2.0 PHASE II EROSION AND SEDIMENT CONTROL PLAN EC3.0 PHASE III EROSION AND SEDIMENT CONTROL PLAN EC4.0 EROSION & SEDIMENT CONTROL DETAILS EC4.1 EROSION & SEDIMENT CONTROL DETAILS LS1.0 LANDSCAPE OVERALL PLAN LS1.1 ASPINAL STREET LANDSCAPE PLAN LS1.2 KEMBLE STREET LANDSCAPE PLAN LS2.0 LANDSCAPE DETAILS LOCATION MAP 100% CONSTRUCTION DOCUMENTS APPtowm ft Coi*nswon 11Mad[�>flNdtNMrwlillum � in tM Town'�'�ect [levebpmecd Ordiranoe and aApppeard ter q�eu0lien oMp.'>t'hi� approvN d� not relieve the developer irotrt from other. hewing M,ma�cy over tie The developer moat arb►:aitasMbult Itte ptiar to erry "Nft t4 atenl. VICINITY MAP CLIENT: Bank of North Carolina Mark Walsh 3980 Premier Drive, Suite 130 High Point, NC 27265 ENGINEER: Dewberry Engineers Inc. William B. Grant, P.E. 6135 Lakeview Rd, Suite 150 Charlotte, NC 28269 PH. (704) 509--9918 FAX (704) 509-9937 wgrant®dewb.erry.com MAP SCALE 1" = 500' (1 : 6,000) 0 250 500 "10 1,000 FEET METERS 0 150 300 PANEL 4474J FIRM FLOOD INSURANCE RATE MAP. NORTH CAROLINA PANEL 4474 (SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: 00MZMUNITY CID No. PANEL SUFFIX UNION COUNTY 370234 . 4474 J WAXHAW. TOWN OF 370473 4474 J WESLEYCHAPEL, VILLAGE OF 370525 4474 1 FLOOD PLAIN NOTE: EFFECTIVE FLOOD PLAIN IS REPRESENTED FROM FEMA FIRM 3710447400J PANEL NUMBER 4474; DATED OCTOBER 16, 2008. REVISED FLOOD PLAIN IS REPRESENTED FROM LOMR STUDY; UNDER COMMUNITY REVIEW. !w . M � Know whats beloW. Call before you dig. ®.0 0 _ Dewberry 6135 LAKEVIEW ROAD, SUITE 150 CHARLOTTE, NC 28269-2618 anlstrnhnn & F _ 1222 EASTCHESTER DRIVE HIGH POINT, NC 27265 W 0 Q Q z J =I �O � W <C Q F- = U O `� W � � z CL SEAL , i r I I ,,,/ A so 35411 // 44 M B G�Q`�• KEY PLAN SCALE 2 3/13/17 BIG WAXHAW COMMENTS 1 12/15/16 EM WAXHAW COMMENTS No. DATE BY Description REVISIONS DRAWN BY EM APPROVED BY CHECKED BY WG SN DATE 09/30/16 TITLE COVER SHEET PROJECT NO. 50083412 SHEET NO. i n n FN ■ C C F I, Slit'lia:Dewberr'yo 00 HARRIS CORNERS PKWY, SUITE 220 CHARLOTTE NC 28269-2618 NG'Regisration Fx' 3980 PREMIER DRIVE HIGH POINT, NC 27265 KEY PLAN SCALE 0' 25` 50` 100, SCALE: 9"= 50` 4 04/16/18 BL CSK 2 3 11/16/17 BL CSK 1 2 3/13/17 BG WAXHAW COMMENTS 1 12/15/16 EM WAXHAW COMMENTS No. DATE BY Description REVISIONS DRAWN BY EM APPROVED BY WG CHECKED BY SN DATE 09/30/16 TITLE SITE PLAN PROJECT NO. 50083412 C3NO SHEET NO. n O A R TOWN OF WA if LAND DEVELOPMENT STM PARCEL G AREA: 3.03 AC ZONED: CU-C2 E A-1 OUTLET EIRUCxIRE WITH iR/SH RACK 0' MIN. IRippgL 3HEIf W/ WI IAEER0.VtD EROM T.I. PML ELN IANIINCE. D' MIN. IINERTEO WREN DUALITY ORIOLE E. FREEBOMD LDCATEO TITS E. (SEE REfAIL)� sole OR- .�...— ...— l ..— ... iEMPORMY POOL 8" MIN. FREEBOAR� PERMVIEM POOL- E• MAIN POND _10 • T' RACK OF ou,EEF SIRUCTIIRE w•' ..„•••• ••.• ••••• .. .... TLCATED AT TOE OF 10:1 SLOPE ND AND -ROTATION PPD DUCTILE IRON MAINTENANCE xuxm_w 11 ou'�av0lo^aia 0R4N PIPE WxRSULIELNCE CARE OR VPLVE (OFFLNE ROOM O D LOWTE I I.F. POND PROFILE R DR.) vALVE m ) asx sLDPE N. SIRUCIVRE-� PERNANI 0" WATER OIIALm OFFICE WATER GUALItt ORIFICE DETAIL NOT TO SCALE - NOT TO SCALE TOW OF WAXDAW WETPOND WETPOND PROFILE LAND DEVELOPMENT STANDARDS LITTORAL SHELF AND BERM DETAIL 406.1 40R.1 STONTROL 1 STRUCTURE \ _ L. PARCEL F iCO YR FLOODWAY �J �� p� AT es 01.53E '� ypp OR AREA: 2.03 AC ZONED: CU-C2 PLACELSD TONS 2'THICK OFCLASS CIDD RIP RAP KEYED IN OVER 1145Y OFNLOOT TYPE2 GEOTLXTUE FABRIC, L°S1'Wpwws 71'®0.D3% PARCEL E AREA: 1.31 AC ZONED: CU-C2 AN% /s ► i IRA Yrlleadnn uM�Wnn Ivan a , � 13,1 �dI�I..� 9 ' #tIAII� HEADWALLA l B \ \ I 1 1 t 1 � \ 1\ I III \ III \ I I1 \ I I I I I 1 \ 1 I 1 1 I I 11 I 1 \ I 1 III 1 I 11 III' SEEDBED PREPARATION CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3- DEEP OVER ADVERSE SOIL CONDITIONS IF APPLICABLE. SCARIFY THE ENTIRE AREA TO 6' DEEP. REMOVE ALL LOOSE ROCK, ROCTS AND OTHER OBSTRUCTIGNS LEAVING SU RFAGE REASONABLY SMOOTH AND UNIFORM. APPLY AGRICULTURAL LIME, FERTLRER AMID SUPERPHOSPHATE UNIFORMLY AND MIX WRH SOIL (SEE BELOWT CONTINUE TILLAGE UNTIL WELL-PULVERREO FIRM. RFN3ONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. SEED ON FRESHLY PREPARED ISSUES. AND COVER SEED LIGHRY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. MULCH IMMEDNTELY AFTER SEEDING AND ANCHOR MULCH. INSPECT ALL SEEDED AREAS AND M ROS NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PWITING SEASON IF POSSIBLE IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLO W I NO ONTOINAL LIME FERTILIVER AND SEEDING RATES. CONSULT INSPECTOR ON MAINTENANCE TREATMENT AMID FERTILRATION AFTER PERMANENT COVER IS ESTABLISHED. 'APPLY: AGRICULTURAL LIMESTONE- 2 TONWACRE Q TON$/ACHE IN CLAY SOILS) FERPLRER-I.OW LSB/AIO E-10-0Od0 SUPERPHOSPHATE -GOO LBSIACRE-2O% MULCH -2TONS/ACRE-SMALLGNJNSTRAW ANCHOR- ASPHALT EMULSION 0 300 GAWACRE LEGEND PROPOSED STORM SEWER PROPOSE. SANITARY SEWER sm— PROP05E.WNTOUR3 - - - - - EXISTING CONTOURS — - - — PROPERTY LINE - CCHAIRUNKFENCE - — SD — - EXISTING STORM SEWER —55— EXISTING SANITARYSEWER - ---- 100YEARFLOODPLAIN ZONE 1 LLLLLL Y LLLLLL ZONE2 ZONES ® ZONES4.5.5 RIP RAP Dewberry' 61M LAKEVIEW ROAD, SUITE 160 CHARLOTTE NO 282692618 x 111ElMENkL A ' 122E EASTCHESTER DRIVE HIGH POINT, NO 27265 Q Z J_ > yj O U) Q = xx Q U 0 d W 00 a 3FAL ........'i `O�� KEY PLAN SCALE O' IS, zo• 40' SCALE® 3 17 Be 01/ftm 26V 2 4/7/17 BD POND OWING REJ 1 12/15/18 EM WAXHAW COMMENTS No. DATE BT De°cnption DRAWN BY EM APPROVED BY WO CHECKED. SN DATE X/3ale I. WET POND BMP PLAN PRQIECTNO, MXXS412 C4.1 SHEET N0 2 , 3 4 5 E NOTES: 1. PLANTINGS ZONES AND PLANT SELECTION PER THE NCDEQ STORMWATER BMP MANUAL, CHAPTER 6 & APPENDICES. 2. ALL PLANTINGS SHALL BE LOCAL NATIVE SPECIES. 3. IRRIGATION MAY BE PROVIDED FOR INITIAL ESTABLISHMENT AND DRY SEASONS. U FTI Ct7 NOTES: 1. 4-6 INCH LAYER OF AMENDED SOIL IS RECCOMMENDED ON LITTORAL SHELF AREA WHERE PLANTINGS ARE REQUIRED (SEE SOIL PARAMETERS IN BMP DESIGN MANUAL) 2. PROVIDE 20 ACCESS EASEMENT TO CONNECT WETPOND EASEMENT TO DEDICATED RIGHT OF WAY. ACCESS ROAD SHALL 2:1 SLOPE HAVE MIN. 12' STABILIZED WIDTH, MAX. LONG. GRADE OF 15%, MAX. CROSS -SLOPE 5%. RIP RAP INLET PROTECTION OR INLET PIPE POND MAINTENANCE INFORMATION MUST BE POSTED AT SITE ZONE ZONE4 ZONE 2-, 1(wve- ZJK A z 1 ZONE PLAN VIEW NOT TO SCALE POND CROSS SECTION NOT TO SCALE WETPOND PLANTING PLAN 3:1 SLOPE NO TREES ON EMBANKMENT '9 '1 A QT:'L ll NOT TO SCALE POST CONSTRUCTION CONTROLS EASEMENT (PCCE) ALL BERM SLOPES TO BE STABILIZED WITH GRASS. �.',3x i--3:1 SLOPE "Z""�ii r r�„1'{ n i"ti ,4,,d' n•,.. Tz, r" _, - _ 1'�'� � r r #•.# # �;' `G :,'fir r- # r„-::. .._.:..---': ' • � � r >;r �.<=-i'`Kr�, ., tag ,#.ate-'k _._.-•-*' r :_�> '.• :.'•RISER #. 'PERMANENTPOOL •ELEV." W/HOOD # SEDIMENT 'OR TRASEI:., j� 0 EBAY RACK 1-I 4ccFSS :RO £' 4 , # t: pu \-EMERGENCY SPILLWAY MUST BE LINED AND STABILIZED {1d' MINIMUM LENGTH) OOPTIONAL: OUTLET STRUCTURE MAY BE DESIGNED AS 50 YEAR 20' ACCESS OVERFLOW IN LIEU OF EMERGENCY EASEMENT TO PUBLIC SPILLWAY. R/W, (TYP) WETLAND PLANTING ON 10 FOOT 10:1 LITTORAL PLAN VIEW SHELF AROUND PERIMETER NOT TO SCALE WETPOND PLAN POST -DEVELOPMENT ROUTING RUNOFF SUMMARY STORM PRE -DEVELOPMENT RUNOFF POST -DEVELOPMENT RUNOFF POST -DEVELOPMENT ROUTING RUNOFF 1 YR 3.72 CFS 29.27 CFS 0.20 CFS 2 YR 5.91 CFS 37.49 CFS 1.14 CFS 10 YR 13.88 CFS 62.96 CFS 2.54 CFS 25 YR 18.86 CFS 77.37 CFS 4.52 CFS 50 YR 22.71 CFS 88.12 CFS 6.67 CFS 100 YR 25.32 CFS 95.27 CFS 8.75 CFS DRAIN BERM) PROTECTION TOP OF V1 ELEVATION = 51 8" DRAIN W/ STAINLESS STEEL SEDIMENT SCREEN/TRASH RACK & SLUICE GATE IE = 503.50 (SEE DETAIL IN ELEVATION VIEW) 0 WET POND OUTLET STRUCTURE TOP VIEW OUTFALL ANTI -SEEP COLLAR BMP Plant List ZONE QUANTITY DENSITY AREA BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS 1 1519 0.5/SF 3037 NYMPHAEA ODORATA WHITE WATER LILY 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 1 1519 0.5/SF 3037 NUPHAR LUTEUM YELLOW COWLILY 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 2 344 0.5/SF 688 PELTANDRA VIRGINICA ARROW ARUM 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 2 344 0.5/SF 688 DULICHIUM ARUNDINACEUM THREE-WAY SEDGE 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 2 344 0.5/SF 688 ELEOCHARIS QUANDRANGULAT PERENNIAL ELEOCHARIS 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 3 345 0.5/SF 691 SAURURUS CERNUS LIZARD TAIL 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 3 345 0.5/SF 691 LEERSIA ORYZOIDES RICE CUTGRASS 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 3 345 0.5/SF 691 SCIRPUS ATROVIRENS GREEN BULRUSH 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 3 345 0.5/SF 691 ANDROPOGON OLOMERATUS BUSHY BEARDGRASS 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 3 345 0.5/SF 691 LOBELIA CARDINALIS CARDINAL FLOWER 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 3 345 0.5/SF 691 PANICUM VIRGATUM SWITCHGRASS 5" HT/ 2" SPRD SPRIGS TRIANGULAR SPACING 4, 5, 6 12,284 SF TOTAL FESCUE/SOD 0 CONTRACTOR TO SUBMIT TRASH RACK SHOP DRAWINGS TRASH RACK TO HAVE HINGED CONNECTIONS ELEVATION = 514.00 OR OTHER MEANS OF TOP OF POND ACCESS ELEVATION = 512.89 ELEVATION = 512.74 100-YR STORM 50-YR STORM TOP OF STRUCTURE ELEVATION - 512.21' ELEVATION = 512.48 STORM I I 4'-0" 1'-0° _Z1 ELEVATION = 511.96 I� I 10-YR STORM I 1 1 I ELEVATION = 510.47 4' WEIR I 2-YR STORM EL = 511.60 I i I ORIFICE ELEVATION = 510.03 I 3'-0" NV 09.60 1-YR STORM I i 3" ORIFI� g° �-- INV = 507150 I I I I ELEVATION = 507.50 o� 6' - PERMANENT POOL 6" MIN I 8" DRAIN W/ STAINLESS STEEL SEDIMENT I 42" RCP SCREEN/TRASHRACK & INV. = 503.0 SLUICE GATE <I 6 i I IE.=503.50�j� } t I GROUT BOTTOM OF BOX TO DRAIN OUTFALL ELEVATION=502.50 a -A / N a' J 4. ' 'J4 4 4 / a 4; .. J a �4 .a ti J 4 . .4 a i .a a a j .. / WET POND OUTLET STRUCTURE FRONT VIEW 8" ORIFICE 3" OF GROUT BC BOX 6'-10" 6'-0" r 9'-0" WET POND OUTLET STRU SECTION A -A CTU RE r= Dewberrye 6135 LAKEVIEW ROAD, SUITE 150 CHARLOTTE, NC 28269-2618 anrsirat,nn _ nA7Q 1222 EASTCHESTER DRIVE HIGH POINT, NC 27265 W Q Q z J > Q_ Q ♦W^ O � W z SEAL n.. / EAL 35411 �A, N E�� ./'q M B G�P``�. ��/1111111�� SCALE 2 3/13/17 BG WAXHAW COMMENTS 1 12/15/16 EM WAXHAW COMMENTS No. DATE BY Description REVISIONS DRAWN BY EM APPROVED BY WG CHECKED BY SN DATE 09/30/16 TITLE WET POND DETAILS PROJECT NO. 50083412 C4,r 2 SHEET NO.