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HomeMy WebLinkAboutNCC220823_Site Plan or Location Map_20220314N EX,W LY WA LINES % \ \\\E ,,HYDQ�NT \\ \ \�� \ E�TR'hPING\ \ \ I \\ 22 \ \ \\ \ 1 & �y\ \ lab 92 MONU ENT \ ` /SIGN' 1 w 3 A� DITR E S VE I I / I LO 1 76,9 9 F PAD: 900.00 14 PRO DID CHI (�ER TYP CAL IDETI) I \ \ \ ss�IL T A / /�" 7 3_PAD: 898.00 / T�TIEX&�U R1 / i / / / L T PAD: 897.00 r2.80-27' /B�OGGK / / / _ —/ / �4BP 61 LPG 25�46 /%191'249 /J�Y & DA NIELLE ( I I ( \ \ �SEAA�SOM \ \ \ I Q \\ I l \ D 2`21 P�2 \ \ \ 'PAR%EL X46771-9,�230LL- \\ \ \ \ \\ \ \ n % \ \ \ \ /PROP. �' Q \ \ \\ \ \ \ \ \J U IN 1S J IlP'�Ail A \ \ \ \ \ P IVATE 25' \ \\ \ \\ \ \ \ \ \ E I N \ \ \ \ \ \ \ DRAINAGE / 2' \\ \ \ SOP DITQH SAND ACCESS \\ \\ \ \ \ \\ \ Z`EL 466�7C 19 03� \ \ \ \ (PER\1;YPICA'L / / EASEMENT \\ \ \\ \\ \\ ��_ _\ DTAIL) \ , PROP. CBU/ \\ \\ \\ WITI� O' �nXf PAM�N DB�A\NIGKSON 21\71 2 !P�—1 ppI 00PR L#467 1910I 3 I Lo 5 I 2s; COS�ANDTR SA7 PAD: 892.00 4 ,805,81F / \ /� n / M A/F K/&��// VI VXA N / / / / / � ICKO / / ROP DITCH (PER T71CAL,pETAIL) 11 6 DB 123 4 RG 1'0/ / / /P RC/EL 4 7 Q'g g� / 4P. RIVA E / 1 PAD: 891.00 // / / / 5' D�AINA�E I / \ /— AND ACCE 7 / — FASEMEN f// // / — L 7 / A4H/F OPE TIE'S \ / PAf� $4 7�18 8 5 \ \ PAD: 890.00 �. Le — PAD: 888.00 /rtH H�I S TA�A— I / \ /G -S K Sly . / — 890— PAD: 886.00 � E , H � 9 .2G , 1�— PAD: 884.00 PAD: 885.00 — R E`er# 7 �� PROP:�iT —Et SAI�AR` M'NFfOI — WARFIELD DRIVE \C 1 \ \ —ss�5_0_SUBLICSSRLWMB 25 PG 1 —ss-- —— \ ss---- SSMH p"I if= ;F. I •� A 896.00 F1 I \ PAD: 895.00 / '1 / / \ PAD: 894.00 1 / EX. HYDRANT \ \ \ \ 1 \ \ \ \ PROP DITCH (PER TYPICAL DETAIL) \ \ \ \ \ \ \ n /f \ BR0A-9.US—,& EVELYN \ \ SIMS \ "SB 1687 PG 540 \ PARCE't #4677291079 PAD: 893.00 ,- I IIII \ \ PAD: 893.00 I � / / I f J \ \ PAD: 891.00 CO 2 OPE/N SPACE 158,�56 SF / PROP Picl-KIC_ O-�-"QJRAWAGEW ACCESS' / \ � —+RE �f COUNTY —D 15K PG 1527 PA--R(7EL4677285354 VARIES X`d11 og �o�o Ili���1- o—I 2.5' DEPTH TYPICAL DITCH DETAIL IN COS 'TH TYPICAL DITCH DETAIL IN LOTS GRADING NOTES ILDM m d J J W a z Lu W O W u co U Z - � > a, 0 � 72 Lu�qp z= a z z- o u =:E d W z z Z U rn Z -, Q LLiJLLJ -, Q O W o a o v PRELIMINARY w 0 N 22 Lo 30 w z Z 2 z--m° O h y W W N O W d o 2W2W4 LL W rc LL s V Ld s=y Z dmZ�� Z ==ga" d W z 3 o zz a Q � 3y3zW Q a aaW ovoz 0 Y U z N 1. ALL SLOPES GREATER THEN 3:1 a p WILL BE ENGINEERED BY A m N GEOTECHNICAL ENGINEER. SLOPES GREATER THEN 3:1 WILL HAVE o STABILIZATION MATTING. 2. LOTS WILL BE GRADED AS THEY ARE DEVELOPED. ONLY THE INFRASTRUCTURE AND POND ARE BEING INSTALLED INITIALLY. o 6 z RIM = 875.21 g74 IN = 867.36( IN = 867.21(OUT 867.1 -P. M�881'51 871 �� —� 64 �865 — —25 8' DRTN J AND ACCESS _ `n �cI ll00 �_ 86�/= � 6� EE�SEMENT --� LLJ �— Q ss' Lu _I —y\am/ �S SSn/f �7//s / O 0p J su'LOUISE LONG //� -- o R. LOCATION QDB 212PG �2—%/X9INRREAM PER GIS E n/f coNTouRs Q �4677185159STEVEi 0s' Qdw B 19E PG 782 APPROX. LOCATION 50'NO > ss60 0 60 120 o vDISTURB BUFFER OOPARCEL #467707898 ESANIT RYMANHOLE(TYP) z I :i:::� APPROX. LOCATION OF 100' I_sRIPARIAN BUFFER I GRAPHIC SCALE _ of _ i I EX. 8"DIP ___ss--- I C �� 1 Ss\ — ss— ■ I _ss--- I