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HomeMy WebLinkAboutNCC213934_ESC Approval Submitted_20210702VICINITY MAP N.T.S. NORTH CAROLINA CpLL�NChgM OR J Q CALAWOOD WAY m Q SITE P° /�cl U J o coL AMHERS WL CT T A LU LU BRANCH BEND LN. BRANCH BEND LN. lw- CHARLOTTE ORIGINAL REVISION REVISION REVISION SHEET # DESCRIPTION ISSLIF DATE nnTF NI IMRFR RFA.RON C1.0 COVER SHEET 10/06/17 08/07/18 6 CITY C1.1 NOTES 10/06/17 08/07/18 6 CITY C1.2 EROSION CONTROL NOTES 10/06/17 08/07/18 6 CITY C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN 10/06/17 08/07/18 6 CITY C3.0 EROSION CONTROL STAGE 1 10/06/17 08/07/18 6 CITY C3.1 EROSION CONTROL STAGE 2 10/06/17 08/07/18 6 CITY C4.0 SITE PLAN 10/06/17 08/07/18 6 CITY C4.1 ROADWAY PLAN 03/19/18 08/07/18 6 CITY C5.0 GRADING PLAN 10/06/17 08/07/18 6 CITY C6.0 UTILITY PLAN 10/06/17 08/07/18 6 CITY C6.1 SANITARY SEWER PROFILE 10/06/17 08/07/18 6 CITY C7.0 ROADWAY PLAN 10/06/17 08/07/18 6 CITY C7.1 STRIPING PLAN 10/06/17 08/07/18 6 CITY C7.2 ROADWAY PROFILES 10/06/17 08/07/18 6 CITY C7.3 ROADWAY PROFILES 10/06/17 08/07/18 6 CITY C7.4 ROADWAY PROFILES 10/06/17 08/07/18 6 CITY C7.5 NCDOT AND UTILITY DETAILS 10/06/17 08/07/18 6 CITY C7.6 SIGHT DISTANCE PLAN 10/06/17 08/07/18 6 CITY C8.0 LANDSCAPE PLAN 10/06/17 08/07/18 6 CITY C9.0 CONSTRUCTION DETAILS 10/06/17 08/07/18 6 CITY C9.1 EROSION CONTROL AND STORMWATER DETAILS 10/06/17 08/07/18 6 CITY C9.2 IEROSION CONTROL AND STORMWATER DETAILS 10/06/17 1 08/07/181 6 1 CITY SURVEY 09/13/17 CHARLOTTE FINAL APPROVAL PROJECT NUMBER: ENGINEERING PCSO / DETENTION / DRAINAGE PLAN EROSION CONTROL URBAN FORESTRY TREE ORDINANCE CDOT NOTE: SCHEDULE PRE -CONSTRUCTION MEETING AT LEAST 48 HRS. PRIOR TO ANY LAND DISTURBING ACTIVITY USING THE ONLINE FORM FOUND AT http://charlottenc.gov/ld • � o Know what's below. Call before you dig. PRELIMINARY PLANNED MULTI -FAMILY SUBDIVISION APPROVAL CHARLOTTE-MECKLEN BURG PLANNING DEPARTMENT Jason Prescott 9/7/2018 SDRMF-2017-00094 01 APPROVED By Emily Chien at 10:45 am, Sep 07, 2018 APPROVED APPROVED lHenry Kunzig ,IAPPROVED]l Carlos Alzate PERMIT SET ff"Ace STEELS CREEK APARTMENTS OVERALL SITE 40' 0 40' 80' SCALE: 1"=40' (Horiz.) DULY 2018 SITE STATISTICS PARCEL NUMBERS: ZONING: PHASE AREA: PROPOSED USE: ALLOWED UNITS: PROVIDED UNITS: MINIMUM SETBACKS: -FRONT: -SIDE: -REAR: REQUIRED OPEN SPACE/NATURAL AREA: TOTAL OPEN SPACE/NATURAL AREA: UNUSABLE OPEN SPACE/NATURAL AREA: WETLANDS, PONDS, AND STREAMS TREE SAVE AREA: USEABLE OPEN SPACE/NATURAL AREA: 20134154 R-17 (MF) 2.05 ACRES (AFTER R/W DEDICATION) MULTI -FAMILY APARTMENT HOMES 17 PER ACRE (17*2.27=38.59 UNITS) 36 UNITS 30' 10' 50' t0.40 AC (17.5%) t0.64 AC (28.4%) t0.00 AC t0.362 AC t0.278 AC REQUIRED TREE SAVE AREA: t0.31 AC (15% OF SITE AREA) PERCENTAGE EX. TREE SAVE AREA PROVIDED = 9.75% (0.20 AC) REQUIRED TREE SAVE MITIGATION = 15%-9.75% = 5.25% X 1.5 FACTOR ACRES) PERCENTAGE TREE SAVE AREA MITIGATED = 7.88% (0.162 AC) TOTAL TREE SAVE REQUIRED (EX. AND MITIGATED) = 0.20 + 0.161 TOTAL TREE SAVE PROVIDED (EX. AND MITIGATED) = 0.20 + 0.162 TREES REQUIRED IN MITIGATED AREA = 6 IN ADDITION TO BUFFER COORDINATE PLACEMENT WITH URBAN FORESTER TREE SAVE AREA TO BE PLATTED = 0.362 ACRES OWNER/DEVELOPER NAME: 10525 STEELE CREEK, LLC. (MARK CARPENTER) ADDRESS: 6412 BANNINGTON ROAD CHARLOTTE, NC 28226 PHONE #: (704) 562-2988 EMAIL: mark. carpenter®chlandcompany.com North Carolina agent for the person or firm who is financially responsible: Person or Firm: 10525 STEELE CREEK, LLC Address: 6412 BANNINGTON ROAD CHARLOTTE, NC 28226 Telephone: (704) 562-2988 Fax: Email Address: mark.carpenter@chIondcompany.com =7.875% (0.161 = .361 ACRES = .362 ACRES AND STREET TREES. P z W H (L `Q Y W W U J W VJ O O I N IN O ♦ ENGINEER v MqKIN4 REED z w #* SW'j &C Kyle J. Crowe PE (039112) 8020 Tower Point Drive O Charlotte, North Carolina 28227 J Phone: (704)841-2588, Fax: (704)841-2567 F-1222 Q kcrowe@mckimcreed. corn = www.mckimcreed. corn 0 ro ,E 10 41 III � ,6.34 III Ilr EX. UTILITY TO B\ ii It-REMOVED/RELOCATED III (COORDINATE WITH ilk UTILITY PROVIDER) AY S� Ir / Ir / Ir `� II EX. SSMH RIM=64 ' 62 INS IN= 630.38 INS Ov1= CB 640-77 G Ov1 637 61 1 GC TO MILL 2' WIDE SECTION OF EX. PAVEMENT TO ALLOW FOR SMOOTH CONNECTION WITH POSITIVE DRAINAGE FOR DRIVEWAY CONNECTION EX. TREE TO BE REMOVED (TYP. ) RCP 15 640.92 INS• IN= EX. RIGHT—OF—WAY EX. GRAVEL DRIVEWAY BE REMO' 15„ � INS• IN=642.Og 1 EX. UTILITY TO BE REMOVED/RELOCATEO� (COORDINATE WITH UTILITY PROVIDER 1 1 1 1 1 30' FRONT SETBACK W _w � UJ T 0 �- o oz w wC?�� wF ry LIMITS OF DISTURBANCE PORTION OF EX. STRIPING TO BE REMOVE TO FORM RIGHT TURN LAN I EX. SIDEWALK TO BE • REMOVED MIN an Know what's below. Call before you dig. 6 REVISIONS PER CITY COMMENTS 08/07/18 5 REVISION PER CITY COMMENTS 06/08/18 4 REVISIONS PER THIRD SUBMITTAL COMMENTS 04/30/18 3 REVISIONS PER SECOND SUBMITTAL COMMENTS 03/19/18 2 COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET 02/08/18 1 1 REVISIONS PER FIRST SUBMITTAL COMMENTS 01/03/18 REV.NO. DESCRIPTIONS DATE REVISIONS f p 2-z- \ � SpMH g7 PROP. CONSTRUCTION ENTRANCE / I / / I / I PROP. TREE SAVE / 1 / WITH PROTECTION / I / to / "' ImoLi I Ia_o 1 1 mo of �iLd< I \ 3:m I \ 1of U-1 I \ 10 I I I \1 I �\I \1 � SEAL / — — — — — — — — iyySi y�llillFlf, I,l+ __ _. F 3 039112 z �tNllJ J i i4 Li iyyly USE: REy;,%V- APR o.•oPEE SAVE AREA RI 1 =PR- A91ION FENCE 1Nv 00T-6 EX. SANITARY SEWER SYSTEM TO BE PROTECTED DURING CONSTRUCTION. _ 36" RCp YI 35 o5 GRAZE=6 1 I ROBE 20134147 p10 pG 446 MB g4j6 PG39 OBZONESIO NTIAL USE RE 0 a a m EX. 15' SANITARY SEWER NE? pSSOO' 1 EASEMENT GREEA Epo p1 BRiiooGlc FES 630.58 U11 2' PG G 140 I _ INv•= OB 0 R-3 US �R-SIOEN�A� /11 �� \\ 36.,RCp POSTPROP. TREE SAVE AREA > � pFRM��FNr F � , � — — — — � \ \ � � WITH PROTECTION FENCE 80 wp� 'NSF. FX 3 \�S8p pC \S p�C \ C NF SSMN25 \ PREVIOUS STRUCTURES BEEN REMOVED (SOME VEGETATION % DAMAGED LAND WON'T USED FOR TOW CODE REQUI�REDIT ED PLANTI Y r , \ \ I EXISTING TREELINE \ 1 \ r6 \\ \\ TO BE REMOVED �\ \ KAREN N• \ I \ plp 2(13G145B \ \ 1 \ 220 \ \ 1 \ a / MB 340 P PG � NED17MF \ \ \ I \ R—CREEK Rp \ \ \ \ / 25 STEELE \ \ \ R /A \ \ 1 \ \ I)ICE 1 \ I \ \ I \ \ I I \\ I \ I 50' REAR SETBACK \ I I • \ 15' CLASS C H \ BUFFER W/ FENCE )jc I )eE—roc �— ---------------------�-----�--1 � — L 39r 87 (-JTAL+ — — — NIF R Ei.�iE•� �U�"tee �0-� 134CC97�M409 � OZONE01 "IwU USE: RESIOEN — — — — - — -- • n . .�.,,.. zzz v vNICKIA4&CREED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704)841-2588, Fax: (704)841-2567 F-1222 www.mckimcreed.com 10525 STEELE CREEK, LLC SURVEYZDEMO NOTES: 1. ALTA / ACSM & TOPOGRAPHIC SURVEY PERFORMED BY TIDEMARK LAND SERVICES. DATE OF SURVEY. AUGUST 2, 2017. 2. A COPY OF THE BOUNDARY AND TOPOGRAPHIC SURVEY HAS BEEN PROVIDED NEAR THE END OF THE PLAN SET 3. BEARINGS ARE RELATIVE TO NC GRID NORTH NAD83 (2011) BASED ON A GPS SURVEY. / 4. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE ���v�, BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 5. EROSION CONTROL MEASURES SHOWN ON STAGE 1 EROSION CONTROL PLAN SHALL BE INSTALLED TO THE GREATEST EXTENT POSSIBLE PRIOR TO BEGINNING DEMOLITION MEASURES. RIM=635627.58 INS• IOUT=627.30 CONTRACTOR TO MILL 1.5" NSF UROGI-U LANE WIDTH (SEE STRIPING S(EFp A 20 34A356 PLAN SHEET C7.0) / / MB 22� PG 405 ZONEO R 'f1A� '� �t,� USE: RESIOEN EX. STRIPING TO REMAIN--,, c& Qo LIMITS OF DI I i I 1 1 1 1 1 1 1 1 1 1 1 1 F ---- 50' REAR SETBACK i U 53• STOFJ� EX. EOP \ II N ApAMS & YN AOANIS ,0 2p1341446 PIO PG 6 OBBA7111 pG 32 L US �RESIO N'"A Lu F CONTRACTOR TO ADJUST MANHOLE AND MAINTAIN ACCESS TO UTILITIES AT ALL TIMES FOUND #AR PROP. TREE SAVE AREA WITH PROTECTION FENCE N yt40A1 P A P10 ZO1 G 446 MB 24 4 PG 200 uj OB ZORESIO LLJ � USE. r U a o i � N b STEELE CREEK APARTMENTS STEELE CREEK ROAD CHARLOTTE, NC 1 1 1 1 1 RI 139 58 1 1 1 1 1 1 _-- _—_=--1-00 24" RCP 1 \\ \ 1 \\ 1 \� 1 V 1 1 1 � 1 r 1 1 14 1 1 z 1 1 1 1 II II I S 78*1C33" E r I� PROA CONSTRUCTION ENTONCE J it // 0 O 00 I1 11 O I 0 It / SS O O O I� I 8" PVC SS LINE STEELE CREEK ROAD STRIPING DEMOLITION PLAN I� EX. CONDITIONS AND DEMO PLAN i 20' 0 20' 40' SCALE: 1 "=20' (Horiz.) DATE: 10/06/2017 MCE PROJ. # 07277-0001 DRAWN KILT DESIGNED M&C CHECKED KJC PROJ. MGR. KJC SCALE HORIZONTAL: 1 "=20' VERTICAL: N/A I� �.3 • RI IS M&C FILE NUMBER MCFN DRAWING NUMBER C2.0 STATUS: ISSUED FOR REVISION PERMIT REVIEW 6 J CONSTRUCTION ENTRANCE ROADWAY IMPROVEMENTS (SHADED AREA) I \ li ♦ \\ ^ 00000 SF U \ / PROP. TREE PROTECTION \FENCING / O ° 000 6eO\ Q \ \ I \ \ \ \ \ \ PROP. J—HOOK (TYP) \ \_ _ O ° °Q° OOQ00Q\ �0 Q O O Q \ \� O \ Q O Q F � �' \ \,\\ \ \ DISTURBED AREA LIMITS O �\ s \ \\ \ \ \ \ EX. SANITARY SEWER 1 I OQO — I I 10.0' T.C. O\ \ \ \ � —\ \ \ EASEMENT (PROP. SILT FENCE (TYP) Iood.o O II� 00000 — — — — — ° O ° kIMITS OF DISTURBANCE LL- 1 I "/ , \ S e \ \ \ \ \ \ \ POST & \ \ _74\ \ rn S X \ 4. -PROP- -TRt ,PROTECTION 1 F€NEIN.G, \ 1 B6 PROP. SILT FEE 1 OUTLET (TYP) �.. ° (MCLDS 30.08) \ \ \ ° X�\ 63s �♦ // 1 IP AP APRON 1 /(M LDS 20.23) 1 ll` �a Ile / 1 , \ \ \ 1 I I I ILL I ° se \ I I \ \\ SFE P 1 1 I / I I I s' / I I \ I I I I I\ \ sus KIMMEINVEE RT LETION— VA_ 634 I Icn 1j �50 1 s�.0 SKIMMER ORIFICE DIAMETER=1.50 1 I\I I I v 20' PCCE MAINTENANCE/ I I' I I I I I I x EASEMENT/ 1 \ `` ° / / I \\ I \ I \ I I \ I I 1 I I x I CID IrB \\ I \\ I I I I I I x I I I LIMITS OF DISTURBANCE DRY DETENTION POND II / BOTTOM ELEVATION: II 4. 637.28' I� / I BXX // \ I I \\ I M I \\ \\I I x BAFFLE (TYP) I� 1 I Al 3 STORY / \ I I \ I (MCLDS 30.19) I� 1 5,982 S.F. LEVEL 1, 2, & 3: 15,328 S.F. I I I I I \ I\ I M M I� LOVER FEE: 641.5' I /PROP. IN TI I I I M\ `° CIDI PROTEC N \ \ I \ I I \ x PROP. SILT FENCE (TYP) e4 / . I I \ I II \ \ I I I I PROP. RIGHT—OF—WAY—,,, BLD I I I I x l 4 / 1 1 1 LJ Vi 1 1 1 1 1 1 1 1 -vk—EX. FIRE HYDRAN ji 531' TO FURTHIE-S, PART OF BUILDIN `° I I \ I 638 o I 11 1 639 x\ w 1 639 I \ III Uj 638 I I\ � 1 EX. RIGHT—OF—WAY 1 / / I\ ,� 1 I / N' I I I I I M I I I I I ROADWAY IMPROVEMENTS L I II I I I I I 11 (SHADED AREA) I I I I\ I II CONSTRUCTION ENTRANCE CID\ I I ,a NO I \ PROJ. RIPRAP APRON \ I I 636 \\ `\ — _ _s39 � 15 CLASS C BUFFER / I 645 —I W/ FENCE 11 / C I \ \ I B 639 S \ x o Know what's below. Call before you dig. 6 REVISIONS PER CITY COMMENTS 08/07/18 5 REVISION PER CITY COMMENTS 06/08/18 4 REVISIONS PER THIRD SUBMITTAL COMMENTS 04/30/18 3 REVISIONS PER SECOND SUBMITTAL COMMENTS 03/19/18 2 COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET 02/08/18 1 REVISIONS PER FIRST SUBMITTAL COMMENTS 01/03/18 REV.NO. DESCRIPMONS DATE REVISIONS \ \ \ \ z 642 \ is is is is \ UUj _ CB1 I 'E— X — — — \ 6 10' WIDE EMERGENCY \--_--------------------�--I \ x SPILLWAY (ELEV.= 639.06') \ ' \ O — 642 / ---- _/ 64Fill \ —6644 — — — PROP. TREE PROTECTION — — — — — — — — — _ ; ; e \ PROP. TREE PROTECTION 1 �---- �— — — — — — — FENCING �'43 — !':b I FENCING .a 1 —644- SEAL i�'Si y�llillFlf, trll __ _. no \A CA It� f�rr"+�,� {�i rr••"'�^ati 4.fj 039112 z --1 1 �tNl N� J i e4 Li ii1'L4 v v &CREED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704)841-2588, Fax: (704)841-2567 F-1222 www.mckimcreed.com 1 STEELE CREEK APARTMENTS STEELE CREEK ROAD CHARLOTTE, NC EROSION CONTROL STAGE II I . �QO I1 �� O STEELE CREEK ROAD STRIPING EROSION CONTROL PLAN 20' 0 20' 40' SCALE: 1"=20' (Horiz.) DATE: 10/06/2017 MCE PROJ. # 07277-0001 DRAWN KILT DESIGNED M&C CHECKED KJC PROJ. MGR. KJC 0: •�• SCALE M&C FILE NUMBER MCFN HORIZONTAL: DRAWING NUMBER 1 "=20' VERTICAL: C3.1 N/A STATUS: ISSUED FOR REVISION PERMIT REVIEW 6 NW- o Know what's below. Call before you dig. 6 REVISIONS PER CITY COMMENTS 5 REVISION PER CITY COMMENTS 4 REVISIONS PER THIRD SUBMITTAL( 3 REVISIONS PER SECOND SUBMITTAL 2 COMMENTS PER NCDOT, ARCHITECT 1 REVISIONS PER FIRST SUBMITTAL C REV.NO. 3C. INC., OCK 0 A_ W, ►LL 3,jROG\-\) 54A35 G 446 PG 405 3 >1 EN�AC . (TO s& kms 34 446 826 _3 :NTIA� OPAQUE FENCE 3 C BUFFER W/ GNT i3 ,46 200 .g SITE STATISTICS PARCEL NUMBERS: ZONING: PHASE AREA: PROPOSED USE: ALLOWED UNITS: PROVIDED UNITS: MINIMUM SETBACKS: —FRONT- -SIDE: —REAR: PARKING: —REQUIRED: —PROPOSED: —REQUIRED (BIKE): —PROPOSED (BIKE): 201-34-154 R-17MF 2.05 ACRES RESIDENTIAL APARTMENT HOMES 17 PER ACRE (17*2.27=38.59 UNITS) 36 UNITS 30' 10' 50' 54 SPACES (1.5 SPACES PER UNIT) 62 SPACES 2 2 SOLID WASTE REQUIRED: 8 CU. YD. COMPACTOR PER 90 UNITS SOLID WASTE PROPOSED: ONE 8 CU. YD. COMPACTOR RECYCLING REQUIRED: 144 SQ. FT. STATION PER 80 UNITS RECYCLING PROVIDED: 65 SQ. FT. STATION MAX BUILDING HEIGHT ALLOWED: 40' PROPOSED BUILDING HEIGHT: 42.66' OPEN SPACE/NATURAL AREA REQUIRED: 17.5% (0.40 ACRES) OPEN SPACE/NATURAL AREA PROVIDED: 28.4% (0.64 ACRES) RADII NOTE: ALL RADII ARE 5' MEASURED TO FACE OF CURB UNLESS MARKED OTHERWISE. PAVEMENT MARKING NOTE: ALL PAVEMENT MARKINGS IN R/W ARE TO BE PER NCDOT STANDARDS. PAVEMENT SECTION NOTE: GC SHALL REFER TO CURRENT GEOTECHNICAL REPORT FOR REQUIRED PAVEMENT CONSTRUCTION CHARACTERISTICS. UTILITY NOTE: ALL UTILITIES ARE TO BE INSTALLED UNDERGROUND. COMPELTION TIMETABE: START. SUMMER 2018 FINISH: SPRING 2019 REEK APARTMENTS CREEK ROAD �RLOTTE, NC >ITE PLAN HATCH LEGEND NATURAL AREA UNDISTURBED/REVEGETATED NATURAL AREA (EXCEPT IN PROTECTED TREE SAVE AREA) SHALL BE REVEGETATED WITH 36 TREES/ACRE AS REQUIRED IN SEC 18-175 (C) (1) OF CITY ORDINANCE 20' 0 20' 40' SCALE: 1 "=20' (Horiz.) DATE: 10/06/2017 MCE PROJ. # 07277-0001 DRAWN KILT DESIGNED M&C CHECKED KJC PROJ. MGR. KJC SCALE M&C FILE NUMBER MCFN HORIZONTAL: DRAWING NUMBER 1 "=20' VERTICAL: C4.0 N/A STATUS: ISSUED FOR REVISION PERMIT REVIEW 6 N �-41.6 ME SS 3" PVC SS LINE I STORM PIPE LAYOUT ALONG SITE FRONTAGE JB1 PROP. JUNCTION BOX (TYP) REFER TO STRUCTURE SCHEDULE ROAD I,�ENTERLINE I I � II -� I I / II / II SS - - - (NCDOT DETAIL 840.31) PVC SS LINE \\ I \\ PROP. ROADWAY IMPROVEME \\ (SHADED AR y \\ 1 1 \\ ROAD C�E�TERLINE PROP. STORM STRUCTURE (TYP) REFER TO STRU TORE SCHEDULE B (NCDOT DETAIL\\,4Q.02) STANDARD AC SIBLE RAMP (TYP.) NCD T 848.06 6 9 LANDING SHALL EED NOT / 3.64 6 a IN ANY DIRECTI01�� 639.6 63 .7 \ I SIDEWALK SHALL NOT XCE�ED 2% CROSS SLOPE / 5% RUNNING SLOPE \ 1 W Wool- - Ss\ 1 I1 � r 641. \ I / 641.45' \ \ LANDING SHALL NOT EXCEED 2% IN ANY DIRECTION STANDARD ACCESSIBLE RAMP (TYP.) NCDOT 848.06 STORM PIPE SCHEDULE START RIM STRUCTURE' ELEVATION INVERT START STOP STRUCTURESTOP INVERT LENGTH FT i SLO�FI'N FT/CFS FLOW CAPACITY CFS DRAINAGE AREA ACRES VIEOC FPS PIPE MATERIAL STD. NO. C3-1 645.15 640.15 CB-2 639.30 120 0.007 18 0.17 a84 0.040 1.96 RCP NCDOT 840.02 C3-2 643.90 639.10 CB-3 637.50 152 0.011 18 0.62 10.79 0.110 a31 RCP NCDOT 840.02 C3-3 641.95 637.30 CB-4 636.05 104 0.012 18 1.16 11.52 0.140 4.18 RCP NCDOT 840.02 CB-4 640.20 635.85 JB-1 633.75 85 0.025 18 1.46 16.51 0.080 5.76 RCP NCDOT 840.02 D!-1 639.50 636.25 CB-5 636.00 49 0.005 1 15 2.08 4.63 0.490 a67 RCP CLDS 20.054 CB-5 639.75 636.00 CB-6 635.42 114 0.005 15 2.36 4.61 0.070 a78 RCP CLDS 20.05A CB-6 639.50 635.42 CB-7 635.23 38 0.005 15 3.11 4.56 0.190 4.00 RCP CLDS 20.05A CB-7 639.75 635.23 CB-8 634.65 117 0.005 15 1 4.33 1 4.55 1 0.300 4.22 1 RCP CLDS 20.05A CB-8 639.75 634.65 FES-1 634.58 12 0.006 18 1 5.89 1 7.90 1 0.400 4.90 1 RCP CLDS 20.22 PCCO SUMMARY Original Parcel ID Number(s): 20134154 Development Type: Multi -Family Subject to PCCO? Y/N Yes If NO, why? -- Click for Dropdown -- Watershed: Central Catawba Disturbed Area (ac): 3.35 Site Area (ac): 2.27 Catawba Total on -site Drainage Area (ac): 2.01 Existing Built -upon -area (SF): 4820 Existing BUA to be removed (SF): 4820 Existing BUA to remain (SF): 0 Proposed New BUA (SF): 41918 Proposed % BUA: 47% Density (High / Low) High Total Post -Project BUA for site: 47% Development or Redevelopment? Development Natural Area Required (ac): 0.4 Natural Area provided, total (ac): 0.64 Undisturbed Treed Natural Area Preserved (ac): 0.20 Total stream buffer protected on -site (ac): 0 Transit Station Area? Y/N N Distressed Business District? Y/N N Mitigation Type (if applicable) NIA Natural Area mitigation? Y/N N Buffer Mitigation? Y/N N Total Phosphorous Mitigation? Y/N N EX. RIGHT-OF-WAY SIDEWALK SHALL NOT EXCEED 2% CROSS SLOPE OR 5% RUNNING SLOPE 6 REVISIONS PER CITY COMMENTS 08/07/18 5 REVISION PER CITY COMMENTS 06/08/18 4 REVISIONS PER THIRD SUBMITTAL COMMENTS 04/30/18 3 REVISIONS PER SECOND SUBMITTAL COMMENTS 03/19/18 2 COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET 02/08/18 1 1 REVISIONS PER FIRST SUBMITTAL COMMENTS 01/03/18 REV.NO. DESCRIPTIONS I DATE REVISIONS E II I% TREL- Q_ EUON. F I 1 \ 0 I FENCING �� \ \�PROP. STORM STRUCTURE (TYP) REFER TO STRUCTURE SCHEDULE --(C-LDS 20.05A) EX. SANITARY SE R \ \ EASEMENT 1 S I 1 TREE PR?YTWTTrM FENCING \\ I r 641. \ ASS \ \\\ I o 000 \ \ \\ \ \ I / 64\45' ­ 635� , a I I 1 I I° T I ° I ° \ - I I C I I I°' I I I I I l I I l ° I a. + \ / /I .°'a \I III I \\ I II 644 \ III y 1 / / / o / +0 1 / D ° \ \ � 1 \ N \ M d ° \ \ . a45 \ A* 7� \I \ - �644- ° e� ° TIE TO EX. CURB AND GUTTER e e ° ° +50 SEAL r*tyl�ylf+i�rrftti�+ -- - 039112 z _-1 1 r tb�+++�++eE �i ►stir e ° @41 a \ \ I I; X I I X\ I I ° `, I \ I \ 1 I I I \ \ II I X I °° \ \\ \I 1 I 7 I I I I e.� \ I \ I I I\ I X 3 STORY \ 45,982 S.F. LEVEL 1, 2, & 3: 15,328 S.F. j LOWER FFE: 641.5' I 20' PCCE MAINTENANCE \ e EASEMENT � / I � I`° 1 \ /Aj \I I X If- / l v \I I 1 I I / I ' `, 638 0 \ 1 I I I , I I 639 639 i x\ 1 I I \ I 638 \ tI I IM I I I j # l L II A. ADA PARKING SP ° I \ (SEE DETAIL) I I I \ ° ° 001 e \ I " e � 639 \ X 642 XX I \ \-`-------- THE _ _ \ _ \ X FENC lots St 64J- / -644 �-TREE PROTECTION - - - _640 FENCING \\ - ll 1/ v v &CREED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704)841-2588, Fax: (704)841-2567 F-1222 www.mckimcreed. corn NOTE: ADA PARKING SPACES MUST MAINTAIN A GRADE OF 2% OR LESS IN ALL DIRECTIONS. 30' PCSO BUFFER zz PROP. RIPRAP APRON AT 0% (TYP) / EX. SSMH 25 RIM=635627.5a v I�UT_ 627 30 TREE CTION iN� FEN CyfGG I� PROP. HEADWALL NCDOT STD. 838.80 36" CP 01.157. -PRbP. OUTLET/ CONTROL S/T1 TURE /(SEE DETAILS) -PROP. SAND FILTER REQUIRED AREA = 427 sq. ft. (SEE BMP DETAIL SHEET FOR DESIGN SPECIFICATIONS) -SAND FILTER ELEVATION: 637.28' II I � PROP, WATER QUALITY POND POND BOTTOM=637.28' STOP OF BERM=639.70' EMERGNCY OVERFLOW=639.06' WEIR LENGTH=10' CONTRACTOR TO ENSURE 1% SLOPE TOWARDS SAND FILTER BOTTOM OF DRY POND: 637.28' PCCE FOR SAND FILTER (EXTENDS TO TOE OF SLOPE) -PROP. FLARED END SECTION (TYP) EMERGENCY OVERFLOW TECTION • _ 0 I � 1 Know what's below. Call before you dig. 20' 0 20' 40' SCALE: 1 "=20' (Horiz.) STEELE CREEK APARTMENTS STEELE CREEK ROAD CHARLOTTE, NC GRADING PLAN DATE: 10/06/2017 MCE PROJ. # 07277-0001 DRAWN KILT DESIGNED M&C CHECKED KJC PROJ. MGR. KJC SCALE M&C FILE NUMBER MCFN HORIZONTAL: DRAWING NUMBER 1 "=20' VERTICAL: C5.0 N/A STATUS: ISSUED FOR REVISION PERMIT REVIEW 6 STEEL POST 2 X 4 FENCE RAIL 3X CV BITUMINOUS CONCRETE SURFACE COURSE ;TWO 1" LIFTS) TACK COAT AGGREGATE BASE COURSE COMPACTED SUBGRADE DIMENSIONS MUST BE CONFIRMED WITH GEOTECHNICAL REPORT LIGHT DUTY BITUMINOUS PAVEMENT STEEL POST 2 X 4 FENCE RAIL 1 X 6 FENCE BOARD I o OPTIONAL POST COVER 1 X 4 PLAN OR 1 X 6 8'-0" SECTION WIDTH CTR TO CTR (16 BOARDS & 0 SPACES) 2'-0" FENCE SECTION ELEVATION END VIEW � � loll NOTES: 1. FOOTING WIDTH TO BE 10" MINIMUM DEPTH 30'. 2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD. 3. FINISHED SIDE OF FENCE TO FACE RESIDENTIAL -ZONED PROPERTY. D� 5 6' SOLID BOARD FENCE DETAIL NOM 6' FENCE HEIGHT 1 X 6 FENCE BOARDS AS12.1 4'-0"x7'-4" MAONNRY OPENING Provide CMU Bond Beam 04 & Loose Lintel Return Brick Into Jamb As1.1 Exp. t. AN BORE HOLES IN CONCRETE To Accept Cane Bolts for both open & closed positions r -I r--------1' I I I I I I I a I I I I I I I I I � I L - - - - - - J L - - - - - - - J T.O.Slab O O Ref Civil O C 18'-0" DUMPSTER PAD DETAIL 6'-0" 2" NOM u 1/2- RADIUS �6^ 2'-0' 3" RADIUS � V d Q . STANDARD 2'-6" CURB AND GUTTER 1 -6" jIIT � US vl °tld' N a di �2'-0"� 2'-0" STANDARD CURB & GUTTER • CITY OF CHARLOTTE �rn LAND DEVELOPMENT STANDARDS CHARLOTTE- INCLUDES CHARLOTTE ETJ 1/2" RADIUS 6" 1'-0" 1/8" RADIUS" RADIUS d; 1/a" RADIUS N e • \ I----t'-s'-I V-6" STANDARD CURB AND GUTTER RADIUS d 02 FT/FT 03 FT T N M ,Io°'' 1 1 d ° d 03 FT/Fr SLOPE FOR VARIABLE SUPERELEVATION RATES NOT TO SCALE STANDARD CURB AND GUTTER STD. N0. R 10.17A 1/6" GENERAL NOTES: 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE q•_"'s: •';'•4'''�_•p!� •;�,f�' SIDEWALK JOINS ANY RIGID STRUCTURE. 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. r •• 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH A' "'' •p OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT. •: •'i- 4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. GROOVE JOINT IN SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. 7. UDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION 1/8" RADIUS-----�e RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH. \ '\ -1/8" �/'_ d A TO 1/4" JOINT FILLER o 1/2"of TRANSVERSE EXPANSION CURB &GUTTER JOINT IN SIDEWALK PROPOSED 4" CONCRETE SIDEWALK DETAILS SHOWING EXPANSION JOINTS IN CONCRETE SIDEWALK EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS: WIDTH RISE CROSS -SLOPE 1.56% 4' 5' 1. 1.67% 6' 1-1" 1.56% 8' 1-}" 1.56% 1/2" EXPANSION JOINT 1.50% (2.00% MAX.) • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS CONCRETE SIDEWALKS f HARWFTF. INCLUDES CHARLOTTE ETJ NOT TO SCALE 10.22 RECOMMENDED MINIMUM COMPACT 10 1. NOTE: I I G.C. TO PROVIDE DUMPSTER PAD aE �a' . N �m vaa }� & ENCLOSURE. CONCRETE APPROACH BY OTHERS PARKING ANGLE 90' 0 (TWO WAY OPERATION ONLY) o I } w o ! 1 11 w o ! 1 w + I U U U (2) GATES LL LL LL 6" Painted P.T. Wood Planks 3 3 3 on Galvanized Metal Framing NOTES: w/ Galvanized Metal Latch I I I I I I I I I I I 1. FOR ACCESSIBLE PARKING and Hinges 18'-6" 26'-0" 18'-6" 18'-6" 23'-0" 17'-0" 16'-0" 21'-0" 15'-0" m o STAN DAR DS/SIGNAGE SEE STDS. 1 50.10A, B, AND C. o, 6" DIA. STEEL PIPE FILLED w n w wD. 2. PAVEMENT MARKINGS SHALL BE 4" WITH CONCRETE (Painted) a -.I= a a WHITE PAINT. See 03/AS1.1 1n o rn o n o PARKING ANGLE 60" wo 0 0 3. ALTERNATIVE PARKING ANGLES, (ONE WAY OPERATION ONLY) w + w w AISLE WIDTHS, AND OPERATION 6" CONCRETE SLAB o <w o I < GO o ¢ (TWO-WAY ANGLED PARKING OR w w REVERSE -ANGLE PARKING) WILL BE CONSIDERED BY CDOT ON A BRICK, Type "1" & CMU 3 3 CASE -BY -CASE BASIS. MASONRY WALL Paint F.O. Block to match 20'-6" 16'-0" 18'-6" 18'-0" 16'-0" 16'-6" 15'-0" 14'-0" 14'-0" Brick ° I N O I tV DUMPSTER, By Others a m ¢ m a ^D m o a (n I 0 N U n U V U PARKING ANGLE 45" � w w I (ONE WAY OPERATION ONLY) a o a o a o I .6" DIA. STEEL PIPE 3 3 3 BOLLARD, Typ. See 05/AS1.1 19'-6"12'-0" 16'-6" 17'-6"12'-0"16'-0. 14'-O"12'-0" 13'-O- 6 REVISIONS PER CITY COMMENTS 08/07/18 5 REVISION PER CITY COMMENTS 06/08/18 4 REVISIONS PER THIRD SUBMITTAL COMMENTS 04/30/18 3 REVISIONS PER SECOND SUBMITTAL COMMENTS 03/19/18 2 COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET 02/08/18 1 REVISIONS PER FIRST SUBMITTAL COMMENTS 01/03/18 REV.NO. DESCRIPTIONS DATE REVISIONS • CITY OF CHARLOTTE �! LAND DEVELOPMENT STANDARDS CHARLOTTE- INCLUDES CHARLOTTE ETJ SEAL ,E'Si y�llf llFlft ltl+ -- -' /fit= F 3 039112 � z r 0. tb�+++✓I+i a<! Li ►stir NOT TO SCALE PARKING STANDARDS v vNICKIA4 & CREED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704)841-2588, Fax: (704)841-2567 F-1222 www.mckimcreed. corn SEE APPROVED PRESERVATION F REQUIRED RADIU OF TREE BARRIE NOTES: 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. PLAN VIEW OF ROOT ZONE ONE FOOT FOR EACH INCH OF TRUNK DIAMETER OR 1/2 HEIGHT OF TREE FOR PRUNING SEE WHICHEVER IS GREATER INTERNATIONAL SOCIETY I OF ARBORICULTURE SPECS. I `F'OF OR DEAD TREES AND SCRUB OR UNDER GROWTH SHALL BE CUT FLUSH WITH,,',--, ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. 2"x4" STANDARDS + 1"x4" RAILS OR ORANGE SAFETY FENCING MAY BE USED. • CITY OF CHARLOTTE �! LAND DEVELOPMENT STANDARDS C.'HARLOTTE- INCLUDES CHARLOTTE ETJ R7-8P TREE PROTECTION DETAIL E S L E DIMENSIONS (INCHES) A B C I D E I F I G H J K L 12 6 3/8 3/8 1-1/2 1-1/2D 1/2 1D 2-1/2 4 1-1/2 •INCREASE SPACING 50% D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT) SERIES D LETTERS LEGEND AND BORDER - GREEN BACKGROUND - WHITE • CITY OF CHARLOTTE Ob LAND DEVELOPMENT STANDARDS (MARLOTTE- INCLUDES CHARLOTTE ETJ ►[•11r26*3 M 6" BARK MULCH, PLACE BARK MULCH AT AREAS NOT PROTECTED BY BARRIER. 40.02 VAN :ACCESSIBLE.. SIGN R7-8P F RESERVED G PARKING TH - -SIGN R7-8 EE MAXIMUM o PENALTY SIGN CLDSM #50.10C Z $ 250 o_ n o m o o Z N 0 N w w FINISHED GRADE NOT TO SCALE SUPPLEMENTAL VAN ACCESSIBLE SIGN R7-8P STD. N0. REV. C 50.10B 9 . 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF ARBORIST. 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. 5. RESEED UNMULCHED, DISTURBED AREAS. 3/4• NYLON STRAP 6" SUP KNOT WITH STOP KNOT. 6" LARGER THAN TREE DIAMETER ROOT CROWN TO BE AT FINISH GRADE EP MULCH AWAY FROM TRUNK 1" TO V 4" HIGH / 6" WDE MAXIMUM BERM OUTSIDE OF ROOTBALL 4' MAXIMUM LAYER OF MULCH 3 - 1N2"x18" WOOD STAKES WITH CENTERED 3/8" HOLE DRIVEN IN UNE NTH STRAP EQUALLY SPACED AROUND TREE FINISH GRADE BACKFILL AS SPECIFIED REMOVE TYPICAL EXCESS SOIL _ .t.• FROM ROOT CROWN REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL AND ANY NAILS/PINS. ETC. ROOT BALL DIA. 12" REMOVE TOP 1/3 OF WIRE VARIES BASKET WHERE PRESENT RAISE PIT BOTTOM TO SET ROOT CROWN AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH 2" 12-14' 16' 24 16" 3" 14-16' 16' 32• 2," NOT TO SCALE • CITY OF CHARLOTTE h LAND DEVELOPMENT STANDARDS TREE PLANTING CHARLOTTE.. INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI -STEM TREES) 140.011, m OfMATERIAL AND DIMENSIONS PER :> MANUFACTURER'S SPECIFICATIONS U 0�W-4 2'-4- 0 ** CLEAR wTQHORS OR 3' MOUNTING m � 15"I to 30" SIDE VIEW 8'*s Of �2' CLEAR Of U ICU o i; 3'-6" 2'-4" < � Cu Z J NOTES: 1. BIKE RACK GENERAL REQUIREMENTS: • SHOULD SUPPORT THE BICYCLE UPRIGHT WITHOUT PUTTING STRESS ON THE WHEELS • SHOULD ACCOMODATE A VARIETY OF BICYCLES AND ATTACHMENTS • SHOULD ALLOW LOCKING OF FRAME AND AT LEAST ONE WHEEL WITH U-LOCK • SHOULD PROVIDE SECURITY AND LONGEVITY FEATURES APPROPRIATE FOR THE INTENDED LOCATION SHOULD BE INTUITIVE 2. BIKE RACKS SHOULD BE INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. 3. ALTERNATIVE BIKE RACKS OR LOCKERS MAY BE USED BUT ARE SUBJECT TO APPROVAL OF THE CHARLOTTE DEPT. OF TRANSPORTATION. 4. ALL DIMENSIONS SHOWN ARE MINIMUM. 5. RACK MUST BE CANE DETECTABLE. RACK AND CLEARANCES SHOWN ARE TO BE OUTSIDE THE PEDESTRIAN ACCESSIBLE ROUTE. s 3'* TYPICAL MOUNT OPTIONS: m WALL, BUILDING FACE, OR CURB° tl PLAN VIEW • 5' MINIMUM SEPARATION FROM CURB FACE WHEN INSTALLED ADJACENT TO A CURB WITH "HEAD -IN" AUTOMOBILE PARKING SURFACE IN -GROUND PLATE BASE WITH ANCHORS EMBED INTO •* MEASURED FRON NEAREST VERTICAL COMPONENT OF NEIGHBORING (NOT PERMITTED IN CONCRETE BASE RACK PAVER BRICK SURFACE) NOT TO SCALE • CITY OF CHARLOTTE INVERTED "U" RACK FOR LAND DEVELOPMENT STANDARDS BICYCLE PARKING ST N0. REV. CHARLOTTE. INCLUDES CHARLOTTE ETJ 50.20 15, NOTES: 1. A STABILIZED ENTRANCE PAD OF 2-3" OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. ANY SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS. 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B. 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION. 7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION. EXISTING GROUND SOIL STABILIZATION FABRIC UNDER 2-3" OF WASHED STONE PUBLIC STREET EX. GONG. DRIVEWAY APRON WITH SIDEWALK AT BACK OF CURB (IF RETAINED DURING CONSTRUCTION.of H- w w U NOT TO SCALE • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE CHARLOTTE- INCLUDES CHARLOTTE ETJ 130.11 A 115, SEE APPROVED PRESERVATION F REQUIRED RADIU OF TREE BARRIE NOTES: 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. PLAN VIEW OF ROOT ZONE ONE FOOT FOR EACH INCH OF TRUNK DIAMETER OR 1/2 HEIGHT OF TREE FOR PRUNING SEE WHICHEVER IS GREATER INTERNATIONAL SOCIETY OF ARBORICULTURE SPECS. FOi DEAD TREES AND SCRUB OR UNDERo GROWTH SHALL BE CUT FLUSH WITH-' ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. 1 2"x4" STANDARDS + 1"x4" RAILS OR ORANGE SAFETY FENCING MAY BE USED. • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS TREE PROTECTION DETAIL CHARLOTTE INCLUDES CHARLOTTE ETJ STEELE CREEK APARTMENTS STEELE CREEK ROAD CHARLOTTE, NC CONSTRUCTION DETAILS DATE: 10/06/2017 MICE PROJ. # 07277-0001 DRAWN KILT DESIGNED M&C CHECKED KJC PROJ. MGR. KJC NI, Jq a 0 6" BARK MULCH, PLACE BARK MULCH AT AREAS NOT PROTECTED BY BARRIER. 40.02 SCALE M&C FILE NUMBER MCFN HORIZONTAL' DRAWING NUMBER N/A VERTICAL: C9.0 N/A STATUS: ISSUED FOR REVISION PERMIT REVIEW 6 GENERAL NOTES: 1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK. 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. 3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO BE NECESSARY BY THE ENGINEER. 4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12. 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. 6. JUMBO BRICK WILL BE PERMITTED. 7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING W-0". 8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED. 9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH. 10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC OR STONE ON BACK SIDE. 11. THIS CATCH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY UNLESS OTHERWISE APPROVED BY CITY ENGINEER. DIMENSIONS OF BOX AND PIPE REINFORCING COVER PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL DIMENSION D A B H101N) NO. LENGTH NO. LENGTH LBS, F G 15" 3'-6" 2'-3" 2'-7" 2 3'-4" 7 4'-7" 26 4'-10' 3'-7" 18" 4'-0" 2'-8" 2'-11' 2 3'-9" 8 5'-1" 33 5'-4" 4'-0" 24" 4'-0" 2'-8" V-5" 2 3'-9" 8 5'-1" 33 5'-4" 4'-0" 4'-0" 3'-6" 3'-11" 2 4'-7" 9 5'-1" 37 5'-4" '-10" 4'-0" 3'-6" 4'-6" 2 4' 7" 9 5'-1" 37 5'-4" '-10" L:4�2" 4'-0" 3'-6" 4'-11" 2 4'-7" 9 5'-1" 37 5'-4" '-10" 4'-6"14'-0" 5'-5" 1 2 1 5'-1" 1 10 1 5'-7" 1 45 5'-10 5'-4" • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS CJIARIATI7? INCLUDES CHARLOTTE ETJ ALTERNATF WAI I CONF t7T H PLAN 3' T SCOPe o j+ Q0 SECTION SEE STD. 20.23 AND 20.24 I i O 4' I I END VIEW • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS CHARLOTTL:. INCLUDES CHARLOTTE ETJ NOTES: 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER. 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS. 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED 2ND. OPENING 4" CONCRETE IF REQUIRED [-COVER INLET SECTION Y-Y PLAN SECTION X-X SLAB TYPE CATCH BASIN 15" THRU 48" PIPE RING AND COVER STD. 20.05B OR OPTIONAL DROP INLET FRAME AND GRATE (NCDOT STD 840.16) 20.05A TABLE OF DIMENSIONS D T A B C E L WT. 12" 2-1/4" 4" 2'-0* 4'-1" 2'-0' 6'-1' 730 15" 2-1/4" 6" 2'-3" 3'-10" 2'-0' W-1" 730 18" 2-1/2" 9" 2'-3" V-10" 3'-0' 6'-1" 1190 24' 3" 10" 3'-8" 2'-6" 4'-0' 6'-2- 1770 30" 3-1/2" V-O" 4'-6" V-8" 5-0" 6'-2" 2380 36" 4" V-3" 5'-3' 2'-11" 6'-0" 8'-2' 5320 42" 4-1/2" V-9" 5'-3" 2'-11" 6'-6" 8'-2" 5920 48" 5" 2'-0" 6'-0" 2'-2" 7'-0" 8'-2" 7470 54" 5-1/2" 2'-3" 5'-6" 2'-10" 7'-6" B'-4" 8810 60" 6" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 11180 66" 6-1/2" 3'-0- 6'-0- 2'-3" 8'-6" 8'-3" 12,930 72" 7" 3'-0" W-6" V-9" 9'-O' W-3' 13980 GENERAL NOTES: 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170, TABLE 2, WALL B. 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. FLARED END SECTION 12" THRU 72" PIPE NOT TO SCALE REV- 20.22 1 SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE -- - APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. B B 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM _ WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING I W1 CHANNEL SHALL NOT BE ALLOWED. END OF APRON 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. PLAN 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO - - PLACEMENT OF RIP RAP. 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL 0 S SLOPE MUST BE STABIUZED. _.;: _ USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR - 1' MIN. CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. 1 -8" FILTER FABRIC LAP * d50 (s" fig 8.06 a&6 "NC SEDIMENT AND EROSION CONTROL MANUAL" dmax - 1.5 x d50 T - 1.5 X dmax. • CITY OF CHARLOTTE dh LAND DEVELOPMENT STANDARDS CILIRLOT'TE. INCLUDES CHARLOTTE ETJ (IF NEEDED) ELEVATION NATURAL GRADE RIP RAP Ir T (THICKNESS)-10' MIN. NOTE; LAYER OF FILTER FABRIC MINIMUM H-2/3 PIPE DLUIEMR SECTION B-B RIPRAP APRON AT PIPE OUTFALLS OTHER THAN AT SWIM ST R 20.23 7 , 6 REVISIONS PER CITY COMMENTS 08/07/18 5 REVISION PER CITY COMMENTS 06/08/18 4 REVISIONS PER THIRD SUBMITTAL COMMENTS 04/30/18 3 REVISIONS PER SECOND SUBMITTAL COMMENTS 03/19/18 2 COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET 02/08/18 1 REVISIONS PER FIRST SUBMITTAL COMMENTS 01/03/18 REV.NO. DESCRIP11ONS DATE REVISIONS TOPSOIL 3" MIN FILTER FABRIC 2' TO 2.5' CLEANED WASHED "CONCRETE" SAND NOTES: 1. "CONCRETE" SAND REFERS TO SAND THAT FILTER FABRIC IS COMMONLY USED IN CONCRETE MIXES. 2. ALL DRAINAGE AREAS TO A SAND FILTER FACILITY ARE TO BE STABILIZED PRIOR TO INSTALLATION OF SAND. TYPICAL SECTION PERFORATED 3. UNDERDRAIN PIPES SHOULD BE MIN. 6" PIPE/GRAVEL PERFORATED SCHEDULE 40 PVC (PER UNDERDRAIN AASHTO M278) OR DOUBLE WALL HDPE SYSTEM (PER AASHTO M252). PERFORATIONS SHOULD BE %" SPACED 3" ON CENTER ALONG 4 LONGITUDINAL ROWS SPACED 90' APART. • CITY OF CHARLOTTE (M LAND DEVELOPMENT STANDARDS SURFACE SAND FILTER SECTION CTIARIATTE. INCLUDES CHARLOTTE ETJ NOTES: 1. ALL SAND FILTERS SHALL HAVE A MINIMUM 20 FOOT ACCESS RIP -RAP PCCE EASEMENT CONNECTING TO A DEDICATED PUBLIC RIGHT OF APRON - WAY. ACCESS ROAD SHALL HAVE MIN. 12' STABILIZED WIDTH, MAX. LONG. GRADE OF 15%, MAX. SDE CROSS -SLOPE 5%. IN ADDITION, - - A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER OF ALL BMPS TO ALLOW FOR ADEQUATE PRETREATMENT MAINTENANCE AND REPAIR. SEDIMENTATION 2. ALL DRAINAGE AREAS TO A CHAMBER SAND FILTER FACILITY ARE TO BE STABILIZED PRIOR TO FOREBAY ( ) INSTALLATION OF SAND. 3. CLEAN OUTS IN THE SDE UNDERDRAIN SYSTEM ARE TO I BE PROVIDED EVERY 50' MINIMUM. CLEAN OUTS SHALL HAVE WATER TIGHT, VANDAL - _ PROOF CAPS AND EXTEND 6" PCCE ABOVE THE SURFACE. 4' MAX. WIRE n (IF APF WOVEN FILTER ,-STEEL POST HARDWARE CLOTH WASHED STONE (NCDOT #5 OR #57) 2� FLOW ANCHOR SKIRT; EXCAVATE TRENCH AND COMPACT BACKFILL GENERAL NOTES: MAINTENANCE NOTES: 1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR TALLER THAN 18 INCHES. HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO OR REMOVED IT. BE SAME AS STD. 30.09 19 GAUGE 1 4' SPACING). # ( / ) 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT 3. POSTS SHALL BE NO MORE THAN 4 FEET APART. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING 4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE GRADE, PREPARED AND SEEDED. DIRECTION OF THE INSPECTOR. • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS 21.2 5 10 CILARIAT7T_ INCLUDES CHARLOTTE ETJ UNDERDRAIN COLLECTION POST -CONSTRUCTION SYSTEM CONTROLS EASEMENT CLEANOUT (PCCE) PCCE Q OUT LF OW PCCE FILTER BED OVERFLOW SPILLWAY AS NEEDED SEE INSET FOR OPTION / / \ ALL RIP -RAP CLEANOUT 6"�2'RIP BERM / #57 WASHED /--FILTEI INSET PROFILE VIEW • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS SURFACE SAND FILTER ,01z 'I'TEs INCLUDES CHARLOTTE ETJ SPILLWAY AS NEEDED UNDERDRAIN OUTFLOW COLLECTION SYSTEM NOT TO SCALE STD. NO. 21 .24 1' ARM ASSEMBLY "C" ENCLOSURE D D WATER ENTRY UNIT PERSPECTIVE VIEW PVC VENT SCHEDULE 40 PVC ELBOW PIPE PVC PIPE PVC END CAP WATER SURFACE PVC END CAP 7- PVC PIPE N 1/2" HOLES IN N PVC TEE UNDERSIDE cj1 PVC TEE PLATE ORIFICE FLEXIBLE f HOSE SCHEDULE 40 0 PVC PIPE END VIEW FRONT VIEW SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00. "H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY. NOT TO SCALE • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS SKIMMER STD. N0. R CHARLOTTE. INCLUDES CHARLOTTE ETJ 130.0213112, SEAL NICKIA4 & CREED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704)841-2588, Fax: (704)841-2567 F-1222 www.mckimcreed.com WIRE FENCING WOVEN FILTER FABRIC 0 1V GENERAL NOTES: 1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. 4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 6" STAY SPACING. 5. TURN SILT FENCE UP SLOPE AT ENDS. 6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLNA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL 10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW. • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS CHARLOTTE. INCLUDES CHARLOTTE ETJ 4'-0* MAX. SPACING (TYPICAL) 8' MAX. SILT FENCE OUTLET NOT TO SCALE STD. N0. 30.06C 115, STEEL POST WIRE FENCING FILTER FABRIC rc n #5 OR #57 WASHED STONE FLOW gV 8 - 4 ANCHOR SKIRT; EXCAVATE TRENCH AND COMPACT BACKFILL MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. HIGH HAZARD TEMPORARY SILT FENCE NOT TO SCALE 30.06E 115, 25% AREA INLET ZONE 25% r-OF SURFACE AREA INLET ZONE 25% GENERAL NOTES: OF SURFACE AREA 1. DRIVE 5' STEEL POST AT LEAST OUTLET ZONE 25% 24" INTO SOLID GROUND. OF SURFACE AREA 2. USE STAPLES V APART HORIZONTALLY AND VERTICALLY TO ATTACH THE FILTER FABRIC TO THE WIRE FENCE. X ` 3. MINIMUM BAFFLE SPACING IS 10'. FLOW X 4. THE FLOOR OF THE BASIN IN \ THE OUTLET ZONE AND BERMS SHOULD BE SEEDED D IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED. �RTy X 5. REFER TO NCESCPDM SECTION l/ eeRM SPECIFIATIONSDITIONAL X� \X X/ 700 g/m2 5' STEEL COIR FABRIC OR EQUIVALENT B" X 6" TRENCH FL BACKFILL AND COMPA( FENCE AND FABRIC BURIED IN TRENCH • CITY OF CHARLOTTE h LAND DEVELOPMENT STANDARDS JWTE INCLUDES CHARLOTTE ETJ OIQH BAFFLE INSTALLATION SEDIMENT BASIN DESIGN CRITERIA DRAINAGE AREA >10 AC. (ACRES) <100 AC. MIN. LENGTH TO WIDTH RATIO 2:1 MAX. LENGTH TO 6:1 WIDTH RATIO MIN. 1800 VOLUME (CU. FT. REQUIRED PER AC. DISTURBED) 435 SURFACE (SO. FT, AREA PER CFS REQUIRED Q10) INFLOW DEWATERING ZONE - FILTER FABRIC- CLEANOUT DEPTH DATA BLOCK (H/2) PLAN VIEW BAFFLE (TYP. BAFFLE (TYP.) NOTES: 1. REFER TO NCESCPDM SECTION #6.61 FOR ADDITIONAL DESIGN LENGTH SPECIFICATIONS REGARDING SEDIMENT BASINS. 2. REFER TO STD. #30.19 10' FOR BAFFLE SPACING AND MIN. INSTALLATION. INFLOW 3. FIRST BAFFLE IS TO BE CONSTRUCTED OF RIP -RAP. -_ -_ WITH A MIN. HEIGHT OF 3' - -- -- AND MIN. TOPWIDTH OF 2. --------- 4. FLASHBOARD RISER NOT RISER PERMITTED FOR USE IN THE CITY OF CHARLOTTE SKIMMER 5. SKIMMER INVERT ELEVATION AVERAGE AREA* DEWATERING - BASIN BOTTOM + V WIDTH = LENGTH DEVICE MIN. 6. H = SPILLWAY ELEVATION * AREA OF BASIN WATER L-2Q' - SKIMMER INVERT SURFACE AT TOP OF PRIMARY MIN. ELEVATION SPILLWAY CROSS-SECTION VIEW EE NOTE I3 1' FREEBOARD W 6" MAX. DEPTH OF FLOW OVER EMERGENCY SPILLWAY EMBANKMENT MIN. 1' T PRIMARY SPILLWAY (RISER) 2' MIN. BAFFLES - -- _- Z ----- ---- ----- --- --- - --- H EMERGENCYSPILLWAY --�-_ - - -� ---- - ------- HX 1.5 (5' MIN.) ANTI -SEEP 1' SEDIMENT STORAGE MOUND RIP -RAP AS PEDESTAL (OR APPROVED EOUIVALENTI COLLAR TO SCALE BASIN DRAINAGE AREA ACRES DENUDED A (ACRES) 010 BASIN VOLUME BASIN SURFACE AREA. CLEANOUT 2 H Z L T W SKIMMER DIAMETER SKIMMER DIAMETER C (CUBIC (CUBICFT. D) RESQQT O 1 7-05 7-05 12.0 3690 4787 3900 4750 2 4 6.0 81 1.5 51 2"0 1.5 • CITY OF CHARLOTTE _� LAND DEVELOPMENT STANDARDS 11111 CHARLOTTE. INCLUDES CHARLOTTE ETJ SEDIMENT BASIN 0.03A NOTES: 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER. 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE AND/OR CLOSE OUT OF GRADING PERMIT. 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). 6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS AS LONG AS STORM DRAINAGE IS NOT IMPEDED. HOOD GRATE GRATE E%PANSION 1" REBAR FOR BA RESTRAIN REMOVAL FROM INLET FILTER BAG �� DEFLECTOR REQUIRED WHEN USED ON /� EXISTING MAINTAINED STREETS. DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT IT WILL NOT COMPLETELY OBSTRUCT STORM WATER FLOW FROM ENTERING VIA THE CURB OPENING. ENSURE NO MORE THAN 25% OF D CURB OPENING IS OBSTRUCTED. n CATCH BASIN OUTLET 4 SECTION INSTALLATION NOT TO SCALE • CITY OF CHARLOTTE h LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION STD. N0. REV. CHAR1,0TTE INCLUDES CHARLOTTE ETJ 1 30.15 113, NOTE: 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %. 2. SILT FENCE MAY BE REQUIRED BEHIND BERM NOT TO SCALE NOT TO SCALE • CITY OF CHARLOTTE h LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH STD. NG. REV. 30.19 15 C�IAIIIAI'TE INCLUDES CHARLOTTE ETJ 30.05 15 STEELE CREEK APARTMENTS STEELE CREEK ROAD CHARLOTTE, NC STORMWATER AND EC DETAILS DATE: 10/06/2017 MCE PROJ. # 07277-0001 DRAWN KILT DESIGNED M&C CHECKED KJC PROJ. MGR. KJC SCALE M&C FILE NUMBER MCFN HORIZONTAL' DRAWING NUMBER N/A VERTICAL: C9.1 N/A STATUS: ISSUED FOR REVISION PERMIT REVIEW 6 STRUCTURE TOP ELEV. = 638.90 SECTION A -A 637.91 ' CHANNEL -ECTION ORIFICE. MESH TRASH EN HALF ROUND Y ENCLOSED. Charfoffe-Mecklenburg STORM WATER Services BMP Inset Table Extended Dry Detention Project Name: Steele Creek Apartments Sequence ID: 1 Surface Areas . ft.: 8330 Drainage Area (acres): 2.01 Land Use/Development Type: Multi -Family Residential - Light Vegetation Type: Planted Percent Built -Upon Area: 47.00% Maximum Depth ft.: 2.5 Detention Basin Type- Surface Forebay Present (Y/N): Y Flow Diverters Present (Y/N): N Regulated By: Post Construction Ordinance Treatment Effectiveness: Standard NC State Plane X eastin : 1,410,720 NC State Plane Y (northing): 514,499 BMP ALLOWABLE BUA SUMMARY CHART BMP DRAINAGE AREA 87555.6 SF ROADS/PARKING 23463 SF CURB & GUTTER 1987 SF SIDEWALK/CONCRETE PADS 2468 SF BUILDINGS 14000 SF ETC. 0 SF TOTAL MAX BMP BUA 47.00%1 41918 NOTE THAT A BUA AS -BUILT SHALL BE PROVIDED PRIOR TO THE ISSUANCE OF BMP AS -BUILT 3 �1 INLET NOTE TO CONTRACTOR: - DAM MATERIAL AND COMPACTION REQUIREMENTS ARE TO BE FIELD DETERMINED BY GEOTECH ENGINEER. ALL WORK REGARDING THE DAM EMBANKMENT MUST BE MONITORED AND APPROVED BY GEOTECHNICAL ENGINEER. - DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE INSTALLED. Charloffe-Meekfenburg STORM WATER Services BMP Inset Table _ Sand Filter Project Name. Steele Creek Apartments Sequence ID- 1 Drainage Area (acres): 2.01 Land Use/Development Type- Multi -Family Residential - Light Vegetation Type: Planted Percent Built -Upon Area: 47% Sediment Chamber Length ft.: 55 Sediment Chamber Width ft.: 41 Sediment Chamber Height ft.: 2.2 Sand Filter Type: Surface Media Depth ft.. 2.5 Media Surface Area ft2 : 387 Flow Diverter Present (Y/N): N Regulated By: Post Construction Ordinance Treatment Effectiveness: Standard NC State Plane X eastin : 1,410,720 NC State Plane Y (northing): 514,499 6 REVISIONS PER CITY COMMENTS 08/07/18 5 REVISION PER CITY COMMENTS 06/08/18 4 REVISIONS PER THIRD SUBMITTAL COMMENTS 04/30/18 3 REVISIONS PER SECOND SUBMITTAL COMMENTS 03/19/18 2 COMMENTS PER NCDOT, ARCHITECT & ADDED SEWER PROFILE SHEET 02/08/18 1 REVISIONS PER FIRST SUBMITTAL COMMENTS 01/03/18 REV.NO. DESCRIPTIONS DATE REVISIONS SEAL OUTLET BOX WIDTH IN OW 60 OUTLET PIPE DIAMETER IN BD 36 BARREL LENGTH FT BL 20 BARREL SLOPE MIN 1.15% CPv ORIFICE PIPE DIAMETER IN 1.5 CPv ORIFICE ELEVATION CPE 1637.91 DETENTION WEIR ELEVATION DETENTION WEIR WIDTH FT BERM HEIGHT FT Y 2.42 OUTLET BOX BOTTOM ELEVATION BE 633.65 TOP OF DAM ELEVATION DE 639.70 EMERGENCY SPILLWAY ELEVATION ESE 639.06 EMERGENCY SPILLWAY WIDTH 10.0 1"-6 HR STORM ELEVATION 637.90 1 YR-24 HR STORM ELEVATION 638.52 2 YR-6 HR STORM ELEVATION 638.55 10 YR-6 HR STORM ELEVATION 639.00 25 YR-6 HR STORM ELEVATION 639.09 50 YR-6 HR STORM ELEVATION 639.14 100 YR-6 HE STORM ELEVATION 1639.19 RIP RAP APRON HINGE TOACU DArV 5'x,' (CONTRACT SI OUTLET STRUCTURE PRECAST CONCRETE STRUCTURE RIPRAP FOREBAY BERM TOP OF BERM ELEVATION: 639.00' ELEV=633.78' SEASONAL HIGH WATER TABLE 18" MIN SCARIFICATION (DO NOT COMPACT) ACCESS COVER (TOP OF BOX) DETAIL TOP OF DAM CLEANOUT (TYP) 2.5' SURFACE SAND FILTER !-SEE SURFACE SAND FILTER SECTION ELEV=637.91' TOP OF SAND I FILTER ELEV. 637.28' 2.5' BOTTOM OF SAND FILTER ELEV. 633.15' MIN. 0.5% SLOPE1.0' 2' MIN. THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH 6-INCH- MINIMUM PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE OR A DOUBLE WALL HDPE PIPE. PERFORATIONS SHALL BE PER AASHTO M278 FOR PVC PIPE. AASHTO M252 FOR DOUBLE WALL HDPE PIPE OR BE 3/8-INCH IN DIAMETER SPACED 3 INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE SPACED 90 DEGREES APART. THE PIPES SHALL HAVE A MINIMUM SLOPE OF 0.0% AND A MAXIMUM SPACING OF 10 FEET ON CENTER. A �, . n 1' THICK 4000PSI #5 E.W. E.F. ' v , NBI CONCRETE #5 EW. E.F IV.o �: BASIN NUMBER 'A' 'B' 1 6.0' 3' NOTE: COLLAR MUST PROJECT 1.5' MIN. FROM BARREL ANTI -SEEP COLLAR NOT TO SCALE v vNICKIA4&CREED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704)841-2588, Fax: (704)841-2567 F-1222 www.mckimcreed. corn I I 'Ld AI� 10 IJ 1C/) B ' 0 I I LLl 0 1 I� I I I I I HINGED WIRE MESH !TRASH SCREEN HALF ROUND FULLY ENCLOSED PROTECTING! 1.5" CHANNEL PROTECTION ORIFICE. �0 CONNECTING BOLTS-1, 4" EXPANSION ANCHORS -ZINC PL�TED ON EACH 1 SIDE) A I I I I ELEV=638.90' WIRE SH TR SCREEN LF ROUND ULLY ENCLOSED IRS 65' FOUNDATION BASE SECTION B-B CONSTRUCT CONCRETE INVERT AS SHOWN. BOX MUST BE WATER TIGHT. �1 3 NON -SHRINK GROUT, LEAK TIGHT CONNECTION 5' 5' PLAN N.T.S. 1201 .+.. TOP OF DAM=639.70' MIN. 3: 1 SLOPE DISCHARGE PIPE (BARREL 36" RCP (BARREL RECAST STRUCTURE EMERGENCY SPILLWAY = 639.06' 'x6' ANTI -SEEP COLLAR (TYP.) 6'(L)x6'(W)x1.87'(D) CONCRETE BASE PAD #4 REBAR, 6" OC EACH WAY 3" COVER ON ALL REINFORCEMENT. GEOTECH ENGINEER MAY REQUIRE ONLY LEVELING COURSE STONE INSTEAD OF CONCRETE BASE SAND FILTER BMP CROSS-SECTION (NTS) TOP OF DAM PROTECT WEIR WITH FILTER FABRIC AND RIP RAP TERMINATE SPILLWAY INTO UNDISTURBED SOIL 5' LONG 6" STONE APRON 5 WEIR SEE DETAIL ABOVE FILTER FABRICS EMBANKMENT DITCH AND BURY FILTER FABRIC EDGE (MIN. 12" OF FABRIC) EMBANKMENT CROSS-SECTION VIEW FILTER FABRIC I., SEE TABLE WEIR CROSS-SECTION VIEW NOTES: 1. INSTALL THE SPLLWAY IN UNDISTURBED SOIL 70 THE GREATEST EXTENT POSSIBILE. 2. LINE SPILLWAY W TH LAMNNA7ED PLASTIC OR NIIPERwEABLE GE07EXTN.E FABRIC. 3. THE FABRIC MUST BE WIDE AND LONG ENOUGH 70 COVER THE BOTTOM AND SDES AND EXTEND ONTO THE 710P OF THE DAM FOR ANCHORING IN A TRENCH. 4. THE EDGES MUST BE SECURED WITH 8 IN STAPLES OR PLANS. 5. THE FABRIC MUST BE LONG ENOUGH 70 EXTEND DOWN THE SLOPE AND EIDT ONTO STABLE GROUND. & THE WIDTH OF THE FABRIC MUST BE ONE PDX NOT JOINED OR SPLICED. F THE LENGTH OF THE FABRIC IS NNSUMCE NT FOR THE ENTIRE LENGTH OF THE SPLLWAY, MLL71PLE SECTIONS SPANNING THE COMPLETE WIDTH MAY BE USED. THE UPPER SECTION SHOULD OVERLAP THE LONER SECTION SO THAT WATER CANNOT FLAW UNDER THE FABRIC 7. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH VA7H STAPLES OR PINS 10525 STEELE CREEK, LLC SPILLWAY DETAIL NTS STEELE CREEK APARTMENTS STEELE CREEK ROAD CHARLOTTE, NC STORM WATER AND EC DETAILS SPILLWAY RIPRAP GROUTED IN PLACE. RIP RAP APRON TOP OF DAM DITCH AND BURY FILTER FABRIC EDGE (MIN. 12" OF FABRIC) DATE: 10/06/2017 MCE PROJ. # 07277-0001 DRAWN KLT DESIGNED M&C CHECKED KJC PROJ. MGR. KJC 633.50' SCALE M&C FILE NUMBER MCFN HORIZONTAL: DRAWING NUMBER N/A VERTICAL: C9.2 N/A >TATUS: ISSUED FOR REVISION PERMIT REVIEW 6