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HomeMy WebLinkAboutNCC230799_Site Plan or Location Map_20230324DocuSign Envelope Y 0 a 0 N a M M N O N N v Z a a 2 r Z 0 U Z 0 2 I 0 ID: 7 B57B87A-9C7 F-4861-8B53-2B E F E92C9536 E / i I �/.// I</ / / / //v / (II!< /I IvI/ /�// I/II \ \A /\V1�\ �\\s IAv \ /\\\\ \V V�\ \\A\ A\` v�\ �\\— \v�—�\\I�A o�`y�\�II1r I1�\ — �I ►IN1IIITIIIII-yIIIIIIII �/I NI . I /\ >IvI I I \ �II \\ \ II I II \ II I �I II II � I I II �� / �I II I II / I �I '1 II I II I w W o — \ >—2-6— - I I — EROSION CONTROL LEGENDU I I m U / I I Io 0 u T LOD LOD LOD— LIMITS OF CONSTR UCTION 255 u m SF SILT PROTECTION FENCE �w a p nl I / LnO 0 SF/TP SILT/ TREE PROTECTION FEN CE r` \•/ ` \ \ \ I I\� I " I II I�III I� I II I I \ I I I I I I / �� / . I 1 I� \�� �m .� I - / / /� / I �I l• �/ / I / �j I I _ _ / /\, _II .,\-- >TD TEMPORARY DIVERSION DITCH HAE BLVD T REFER TO APPROVED CONSTRUCTION DRAWINGS. TITLED I I I I \ I o I I I III 50' RIPARIAN , I.I —� I / STEEPLECHASE BLVD. \ — \ i �\� TEMPORARY SLOPE DRAIN BUFFER 60PUBLICRA) CAROLINA OVERLOOK PORTION OF PHASE 1 T � T (60PUBLIC R/W) / / / \ I I I II I I �I I I I ILL\- • I I — PHASES 1A, 1B, 1C, 1D, 1E, 1JAND 11" (BY ESP DATED 7/13/2021) �X XX XX XX SCM BAFFLES \ I/ 1 l I I I + ° . s I • I • I I lI I + /. \� . ; / .' s. �s • ?; _ . T <\ .. INLET PROTECTION M,i� I M I / M I ���II _ M I I / I I I I / I I / i \M M M / lM M—M I M M M —�M—� \ // / li \ /—M —�M M M M 1--M _ I I I I SILT FENCE OUTLET �^ M ROCK CHECK DAM 6,� �■■ ��) A — —_ — —_— A \ I I�� v1 I� I I C I II I I 1 \ I I I I I \� I _ I I A I \\ V v/v l I/� /� / l \�� I �■ �/ I l // � � v /� v i/ Ile 'co\ I I V I\I I I LO L0h/ i' / \ SKIMMER BASIN /m IL O a01 —6— 1—ZS5— — — — — — — _ — -- —s— • �_250- \s TEMPORARY GRAVEL 26 CONSTRUCTION ENTRANCE ANCE / SILT I01 \ 270 — — / SF J F SF � — — — — — � � —_ — — — — — — —' / \I\ � ` \\/ —\\ BASINSG FOR DEWATERING \ \ /\ \ \ SF o F / / / / / — — _-- — 255 -- \ \ —/ CONCRETE WASH / -\—�- --\— _ —~�/ \ \J //\ / o o OUT 250 _ \ LIMITS OF 2SS —�\ \ \ \ \ \ / / / Z� t DISTURBANCE (TYP) \ .QII//i\ DISTURBANCE \ I — /OTHERS) ��o o - _ — (TYP) \ \\ I II I II PROVIDE EROSION CONTROL BLANKET. (SEE DETAIL SHT C2.03) Ll ***NOTE: THE UPSTREAM AND DOWN STREAM BASIN \I I I \ I I SHOULDSLOPES BE MATTED WITH A SUITABLE ROLLED EROSION CONTROL NTROL � \N I I PRODUCT AFTER SEEDING \ \ \ \ \ \ \ • ! \ \ \ \ F \ \ \ \ \ 60 / tib / / / 2bo / / / ei% I ry`o I/ i \ / / / / / ILnI II\I N III II I \ \ _ _ o _ TOTAL DENUDED AREA _ — \ ........... \\\ /// — /�� // \/ — / / / // /J I I %I /// \ I I II �I II III \ I ►i I --Y �\ 4.6ac. i--7- \ � 265 ��, � �./` `oo / ��� � / � \ � I\ I\ I I I I \ \ \ \ \\ \ \ \ \ a".'..' a' •.,°, _ / o / I REFER TO APPROVED CONSTRUCTION DRAWINGS TITLED \ „ \ \ \ \ IUD `'s \ \ \ — — — — ° °�, /.. / / `� / / \ I \ I I I I CAROLINA OVERLOOK PORTION OF PHASE 1 \ \ o \ "'��:• \ -�• /. j j, II\I I I PHASES1A 1B 1C 1D 1E 1JAND 11" SILT FENCE OUTLET —� \ \ \ \ x \•..: �6 _ / +. 1 1 (BY ESP DATED 7/13/2021) (TYP.)LOD / EXISTING \\ \\\ \\ \ \ \\ \ \\ \ \ • ° // N / /~ WETLANDS \ \ \ \\ \ \ \ \ \ \ h \ SILT FENCE OUTLET I' B��XF \\ / / o / i�\ PHASE 1 AMENITY / / / / / / \ (TYP.) l �\ \ \ \ \ \ \ \ \ \ \ \ (BY OTHERS) / / / o UT I ' \ \ \ \ \\\\ \ So \\ \\..• �—. " h � . l l I I I I pl.":�,' I \ I I /� �`' ���- � �t � \\ \ \ �1\� �\�� �_ � �/_���i //i /l i 260 tv r ., LIMITS OF \ \D o �. •. `' / % / / , \ I I \ \ \ / /� / / / I \ DISTURBANCE \\ \\ \ \o \ :\ \. •-.•.. y / EXISTING \ (TYP) \ o so \ si%. �.. ' . ' i / . I I I II I WETLANDS i\� \ \\\\, \� \\ \\ \ \ \\ \ o ✓ o g.•' LIMITS OF `. •N DISTURBANCE I 50' BUFFER ---2. 0 , \ —° \ ,\.•� /° '' �� _. I \ \ \ \ \ \ ; ,.� \. — ,'. o.. f ti� :N • I I'... it ' O I I (TYP) 11 I \\ \\ \\\ \ \\ \ \\ \ r'", \° " ~'\ v••.��. o a. v\�/° g• /T p\~�/�°o ::.. /°• ..•/.. i / / / � /II / � r \ `��I, `I' `I' `I, I \\�.'"° � ° d \ \ �;' 8 /p�_ :� / w,`../ .. • ,.� �/.'•' <V N I I / / /50'BUFFER \4/ le \ \ \ \ \ � \ �V •\\O \'. s '.ems! s :/_Q °// • y s j, / / I / \ \ 2 •_ I J-------------- \ o o / / \ 1\\ \�\ \ \ �\ \\ \ \ \ — �5 _ / / / / / J ' GENERAL NOTES _ 'NOTE: THE PROPOSED AMENITY FINISH GRADE SURFACE IS DESIGNED BY OTHERS. PLEASE REFER TO \ \ SILT FENCE OUTLET \ \ \ \ \ o � � � � \ � / / J CONSTRUCTION PLANS TITLED " CONCEPUTAL ENGINEERING PLANS FOR CAROLINA OVERLOOK 1 \ \\ \ \ \ (TYP.) \ \ \ \ \ \ \� / / ' \j _ i I + i / L AMENITY CENTER" BY CESO, INC. FOR APPROVED PLANS. Town of Clayton Approved for Construction \ \ \ \ \ \ \ \ \ I • .\ \ \ \ \ NIZ.� 2 ; 260 \ \ \ \ r +' 0 0 N ^ N LL LJ.i O ur) 00 Ld `, = N �U F— U iY J wu U N N H Z Ora Lu 0 CL W W r , Z 0 / O V z �Z—V O Z J 020 LZ Q vI Q O V oC W z 0 Z 0 H Z 0 n CV V) CV U Z z 0 J U 0 L1J iD 0 m 0 w 0 CV 'i 'i 00pp000000000000 N C A R °°°° a a FESS/po SEAL 049345 a g ° o o —DocuSignBd;�A;_N E , 0 0 ° 000p000 L.9�XFQ.I� Jt�nt�eu' 12/5/20 r� N 0 15 30 W Ill E SCALE: 1 inch = 30 ft. S INITIAL PLAN DATE: 10/07/2022 REVISIONS: 1 12/05/2022 PER TOC COMMENTS 1 \ EXISTING WETLANDS Date: Signature: t D WR Job No. DATE \ \ 1 1 I \ \ g 02211541.01 12/05/2022 \ Director/Assistant Director of Engineering DRN: WR DGN: WR CKD: WR EXISTING POND Signature: Date: Planning Director Town of Clayton Engineering must be contacted at a minimum 48 hours prior to the commencement of construction activities. The Town of Clayton will not be responsible for errors and/or omissions on these approved set of plans. EROSION CONTROL -STAGE 2 C2*01 I N U U N • 0 L 0 I