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HomeMy WebLinkAboutNCC240912_Site Plan or Location Map_20240401 - CM FINALAF'YKOVAL 11/30/2023 \ A PROVED FOR• CHARLOTTE. PROJECT NUMBER: SDRSF-2022-00075 \ CC NSTRUc TI()N CHARLOTTE-IEiKLENBURG PLININGA RENT E GINEERING Emily Chien \ Jessi�aAIiq,�ara PCS /DETENTION/DRAINAGE PLAN / 1�74J z E OSION CONTROL Matthew Yankech 1 wl',,� /• • ' ! J Z z v,„ I /./' / > as o I r w ; i FOSTMaI 6N � , i; :E „ K CD C OT Isaiah Washington I '� • i;= 3w • ! C7 RF CHMARR P.µ Creek I - / ' I ,0 NOTd SCHEDULE PRE CONSTRUCTION MEETING I ML 55r4 oad '/' . y _.- AT Lt}1ST 48 HRS.PRIOR TO ANY LAND I 'L�'- _ : • I U k.dDbhc •/ ems,« _- N= DIST++RBING ACTIVITY USING THE ONLINE _ __� uMPH _ ss 6a_3 % _ likoo �J FORM FOUND AT http://charlottenc.gov/Id \ 441 I A 02111144 �,;11It e I ii -1 WI I 3 I ' 1'I 1•y- I lED/F'DS rt 0) I •B 18605 P�809 (6 . ,i-si„... ���,I �,g I,I�1 , I 31-3 , --, L \ .. ......._,„ 20 ‘, 11 as co 10,00 111111119.. ! �1117111.411101611,41 .,rl abA o ij) N/F M ALFAR. iV �,,1�Viewz .� 7.it Bill 1 _ ill ,� DB 5,20 PG 6; I ��1� �... I .V ^ i O ill ki,vi 07amxira m. mir U ‘0111116k. 1� 't� ll�l C� rn •Ol1 ll IL: I� Ia93f x N '� ao Y �_ It _ MLNTT _ 1 ' � I pAl��1i R.DRVNSPERDR c g 1 �� tip �� a o ownsuilmilall N 01111.1111111111 -" Ill._,A1 ..__4411111110 . .-- (V �l��� �f'' ems`jot (/) V 011111111r111*111141 '\ irkl lk i• tralli i.,' taing ffiq 4 MB] 65 NN '4 ii �. �\\\ J� III��p�I��� �I1 /lA-/,1���L l������ �- D5• . ] y �\� y I�:Lm�ai I� �JI ���L--�']\`�_/,,�`,`.�� oBERTS � �`�\\�""�*, N��•. .� /I ` /LSO �Y �111��J'/1 B 2358 141111 E URAI4AG REA MUST (� � j _ _ r *'•-•"- • �3g F TFR'VOiCED3Mr I�[SANO' ® U'L.. \-. - • - 3 € -I TTR NI OIA ANT•RN •IITI) _ R* II 0 U EP E%iPT ___� ��� --�- • - Gd3 ipg O(*035 PG-PG4� \- / / ZOI�4..1 - 9 l N� • \��I Q ' *J o c 9 6S N ,.�- TPOflARV T% UNDI TIIr2oFJ, i �• ` ROT FEN<I����jjTVPI j j -�p�PPt� "b'• j. MI�3�OTSIOE LINE N +f LOp / C'W A 3 ., _ c5B�_� r."*n OMMUN N€NCRo�.'Nr 41! o 2�.2 o Creek I "-s s w / "° D -= YaV� avF FFUA F 0 DWA I Ry� °'Ed PCCO SUMMARY#1 / / � • �,/i - ��!% \ \ _ , �3p� ORIGINAL PARCEL. 059-131-40 _" DEVELOPMENT TYPE RESIDENTIAL ^ SUBJECT TO PCCO(V/N)? YES O . //. / // \ / ��. �� I No. \ e IF NO,WHY? ,.L/TOP OF 04N4 / WATERSHED LOWER IAREINNE(PA) _ ..,c,'. \ �/ W \\ / ■��� p DISTURBED AREA(AC) J.6 AC -^ \ \ / it .,, .7� (J/6/22 SITE AREA(AC) 10.49 AC . _� W Pro(.Mgr. TOTALON SITE DA(AC) 10.5 ACIM' hillillil IliItWi--' �...�:'".' \\ EXIST.BUA(SE) 7,9e2 SF . D..L ,TR '�MTr ��- _._ ` --- ..___ _ _....-illigII-- .. -- - - ----" r Drawn CDF EXIST.BUA TO BE REMOVED(SF) 7,982 SF 01 b �B38 P6259 j I ��' ��• \ �� EXIST.BUA TO REMAIN(SF) osF MA so a'«RQQP.uc .� 059-132-5 4 -- -- ` ^ STORM DRAINAGE SCHEDULE PROP.NEW BUA(SF) 301,9095F 01324939 PG 30� O E PROP.%BUA 22.3% L 93 FROM TO SLOPE LENGTH DIA STRUCTURE FROM ST0.UCNRE TO c II. 059-271-24 £ , 011111111.1111b10 � (%1 ffFl IINI RIM INVERT RIM INVERT DENSITY(HIGH/LOW) HIGH CI1 Cl2 0.50 24.8 150.N 687.04 684.30 687.40 683.98 ••� TOT.POST-PROD BUA FOR SITE 301,9095F • v. _ Cl2 CI3 0.50 63.2 150.N 68JA0 683.98 688.81 683.66 .1 /,n/ `�� s *CI4 CI3 4.60 140.7 15 695.71 690.79 688.81 684.32 `�.�`�T;.•• 'I*+. ', DEVELOPMENT OR REDEVELOPMENT? DEVELOPMENT .i ' CI3 CI5 0.50 24.1 15 688.81683.66 689.18 683.50 `O4•��OFESS� /1�' NATURAL AREA REP,(AC) 2.62 AC ., 1 CI5 CI6 0.6s 35.8 15 689.18 683.54 688.18 683.31 `�' _ NATURAL AREA PROV(AC) 3.30 AC* CI6 CI] 3.00 300.2 15 688.18 683.31 684.99 680.30 _ UNDIST.TREED NATURAL AREA PRESERVED 3.30 AC YII11 ,,,,CC, 12 3.64 319.6 150.N ]02.815 692.49 684.00 68086 n' R1, ' TOT STREAM BUFFER PROT(AC) 2.85 AC I I YI 12 CI] 0.50 111.1 18 684.00 680.86 684.99 680.30 I/ A ` 1 CI] CI 14 2.80 111.2 18 684.99 680.30 681.08 677.19 ) I� I I I L C -- ---- --- ----- _ --_ -_-_-_- • YI 1J CI 18 0.]s 38.5 15 683.00 6J9.20 682.58 6]8.91 t t&.•• ` tl4 TRANSIT STA AREA(Y/N) N CI 14 CI 15 1.30 2].0 180.N 681.08 6J].19 680.00 6J6.84 ,A ,SURVEY•• .ti' • N NPTURAMAR AMOTIGAT MITIGATION N I ______ _O____ _ ______ __ _ _ *CIss CI 19 3A2 37.0 150.N 680.008 6]8.16 6J8A1 6]4.88 1 a* ER 9,�**'�` 3 I I 680.08 6]6.35 • FFER s _ 9 *CI 19 3A2 22.0 180.N 680.8 6J6.88 \v\ 06 • • (/) [__ ___--"- // - ---,_ *CI 20 MH 2OB 3.80 136 18 QN 678.41 674.05 678.00 673.54 TOT PHOSPHOROUS MITIGATION(WN) N / - MH 2OB FE521 1.00 22.6 24 6J8.00 6J0.90 6J0.52 $tale. al AREA DCES NOT COAT ADD'L PAW CREEK RD R/lN ________ ____ _______ 1"-60', _ YI 23 D24 0.50 195.3 156N 675.00 672.00 675.00 671.02 3D24 FE525 0.50 133.8 15 6J5.00 6J1.02 6J0.35 •NATURAL AREA COM'RIC�OF TREESAVE AREA. *USE 3.5'CURB TAPER EFERED PROPOSED BUA BASED ON: ALL PIPE IS PREFERED TO BE(BASED ON AVAILABILITY)CLASS III RCP Sheet No. 0 33,24]SF USED IN ROADWAYS IF HOPE IS USED IN LIEU OF RCP SEE NOTE ABOVE 10,9125F USED IN SIDEWALKS SEE COVER SHEET FOR CLD STD NO.FOR STORM DRAINAGE STRUCTURES 5]J50 SF 133 LOTS P 1]50 SF/LOT) CL IV-REPRESENTS CLASS IV RCP c f01,9095F TOTAL PROP BUA liliCiiiiMCI RIM:GRATE 80 FLOWLI NE ON CURB INLET(CI) RIM:CENTER OF GRATE ON GRATE TYPE YARD INLET hI) 0 60 120 180 GRAPHIC SCALE J Of 14 Copyright fT 2021 Metrelina Land Surveying,Inc.This plan or drawing and any accompanying documents are the property of Metrollna Land Surveying,Inc.,and are intended solely for the use of the recipient noted.No third party use or modification is permitted without written authorization.