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Home My WebLink AboutNCC231892_Site Plan or Location Map_20230620 NOTES LOT AREA TABLE I I W i u� H i,A -PROPOSED 6'REAR SETBACK(TYP) \BUILDABLE vE a z'N z e 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, 7. THE CONTRACTOR IS TO NOTIFY ALL UTIUTY COMPANIES AT LDTN LOT AREA ISFI AREA(5E) / \ MOUNTAIN VIEW_ . _ 0 S m m w W B B STATE,AND NATIONAL REGULATORY STANDARDS AND ALL LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. \ o.>w .J m m REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 1 1843 948 / STREAM BUFFER(TYP) • i a m w i 811,72 HOURS BEFORE CONSTRUCTION BEGINS. 2 1786 923 / •\\ X ro a a LL i i 2. SINGLE-PHASE CONSTRUCTION. 3 1791 927 \ SITE a 3 u 8. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED NOTED.ALL PARKING LOT RADII ARE 5'UNLESS OTHERWISE 4 1790 927 PROPOSED LOT "� \ MOODY FARM ROAD a CONTRACTOR. NOTED. S 1770 928 UNE(TYP) N 6' �OPJ m T SE 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL 9. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE 6 1728 900 cR SR SB SB 'B yOGO THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT SHALL BE IN ACCORDANCE BATH THE LATEST MANUAL ON PROPOSED PROPOSED 4'WIDE Ec 828-771-4755,OR EMAIL AT INSPECNONS®CDCGO.COM. UNIFORM TRAFFIC CONTROL DEVICE(MUTCD).CONTRACTOR MAY 7 1728 900 BUILDABLE Jit. SPACE FOR STAIRS \o, FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF AREA TIP ( ) S� OR REDOING WORK THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. 8 1728 905 (TYP) _�- '� y1. Q 9 1728 900 . J d 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE 10. CURB END TREATMENT TO BE APPLIED TO ALL CURB ENDS.REFER PROPOSED 12'WIDE N EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO TO CURB END TREATMENT DETAIL. 10 1727 900 PROPOSED 6'FRONT SETBACK TYP 11 +'+ (TYP) o oT PARKING AREA(TIP) p1 CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR I W 'v DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE 11. PROPOSED ROADS TO BE PRIVATE.TOWN OF MAGGIE VALLEY IS 11 1728 900 - .- 01 V o PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT RESPONSIBLE FOR ANY ROAD MAINTENANCE. 12 2089 1029 =• V NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S PROPOSED / 4• rc o V!0 RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO 13 1866 910 RIGHT-OF-WAY ` N O CONSTRUCTION. 14 1728 900 UNE(TYP) -\ r�- boo 3 PROPOSED 2'WIDE 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN 15 2052 919 • •4 o LANDSCAPE BUFFER(TIP) TO REMAIN)AND NEWLY COMPLETED WORK DURING 16 1728 900 I 0 . 41 VICINITY MAP CONSTRUCTION.ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE 17 1728 900 PROPOSED EDGE-OF-PAVEMENT(TYP) •P•0• (NOT TO SCALE) 0 CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH 16 2225 914 �.�.�' APPUCABLE STANDARDS OF APPROPRIATE AGENCIES AT THE \\\ CONTRACTOR'S EXPENSE. 19 2017 900 0111 .1.1P. DEVELOPMENT DATA 20 1900 901 ^ ---lll I 21 2729 921 a I12'�I OWNER/DEVELOPER: MAGGIE VALLEY RV PARK,LLC 1840 VOLUNTEER DRIVE 22 2123 904 MYRTLE BEACH,SC 29575 ci PROPOSED 12'STORMWATER CONTACT: FRANKIE WOOD ii MAINTENANCE EASEMENT (843)333-5519 N CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. w TYPICAL LOT INSET - 168 PATTON AVENUE FUTURE GREENWAY AREA TO BE COORDINATED SEE`TYPICAL LOT o "` ASHEVILLE,NC 28801 WITH TOWN OF MAGGIE VALLEY INSET",THIS SHEET i� CONTACT: MICHAEL J.CAIN,P.E. 0 w EXISTING TOWN OF MAGGIE VALLEY GREENWAY N (828)252-5388 i �� w SURVEYOR: ROD NORTON LAND SURVEYING PROPOSED SUPER ELEVATED ROAD - r _ - - - - _ _ 245 RUSH ROAD (TYP)(SEE D2.03,SHEET C921) - ' - - a' CLYDE,NC 8721 Y r r m - _ _ MOUNTAINV W DRIV PROPOSED SUBDIVISION SIGN I CONTACT: RODNEY NORTON,P.L.S. _ �- --ti . . (828)316-1694 00XVABSI2 A3rX/ ,EXISTING JONATHAN CREEK - - —_ _ eT PROPOSED SUBDIVISION SIGN _ _TB--—_, o ——� - myl SHEET C new E PROPOSED SIGN(SEE DETAIL D204, ) PROJECT DATA 68 _ • - - —--F--—�-,— _ —7� ——_�---j-�' _ PIN: 7696-88-5967 s / ' — _ _ - _ _�`� —I� _- 'f -- _ - ADDRESS: MOODY FARM ROAD OS ,...,- ---7- ��-•T+�: � "( \ _ -_ -TB-=-_ DEED BOOK/PAGE: 1016/70 w PROPOSED RESIDENTIAL UNIT(TYP)_ -z /Y �� J O lye� �NCREEK =' -I-- —\—\— _TB -� SITE ACREAGE: 3.72 ACRES EA En , / / - _Sia - - - -- _----- —yjl$E j� / \ \\ // .EXISTING TOP OF BANK(TYP)- _ ZONING: C-1 -GENERAL BUSINESS F F F F _ �i _ = �_'�=_ PROPERTY LINE TYP i j •� _ / __-- - — = �- ':�� -i-- 12' \ ( ) DISTURBED AREA: 2.00 AC m m �� -TB- --- IS-—.Eft— a� � PROPOSED STORMWATER - / m m m N �!�/ _— - R478' / \ MAINTENANCE EASEMENT � - _ -______ -- i 25'TROUT STREAM BUFFER(TYP) SMALLEST LOT SIZE: 1725 SQ FT - R494' \ - - \ - -—- - [j - _ _• TROUT BUFFER NOTE TOR PRIOR TO FLAGOR MARK N N o {(�/ � / v7 -- 8 _ _�� -� PROPOSED TO FIRE 10081LFS / �/ / \- E� ( -cog\ T� COMMENCEMENT OF LAND-DISTURBING p / /j/'//�� ` ' ¢¢FA 1 �� 6 d� _'a1 �q c-�/� SB / - ,- :%_ � \iA PARKINALCULATIONS IOW SB �/ VEHICU• o8' PROPOSED DUMPSTER PAD2(2 SPACE PER UNIT) &.& (SEE DETAIL D2.05.D2.08.igioom PROPOSED BUILDABLE AREA(TYP) - --= 1�SS -- =3B•:� - — �- = / SHEET C921) BUILDING DATA: - o 0 0 0 o w 0 ( RB' _ -� - PROPOSED STOP BAR ^ / k� ily / N //%//.�j //i 5-.� r - \ UNITS:22 MAXH40 900 SF N ^ M /�/ /// S —SS- = v. � / f EXISTING FLOODWAY(TYP) o / f\ / %/ _ � fir_ _ 6 ) \\ �' STREAM INFORMATION 0 0 0 0 0 / � - _-_-- ' _ 11 r ++ '7J� �Nti ' STREAM INDEX: 5-26-7 J - PROPOSED LIGHT DUTY () / L / _ )� t _EXISTING SEWER f - _ .gs0>---. M STREAM NAME. JONATHANS CREEK _"r2 . ai+ I '` _ ASPHALT PAVEMENT(TYP) /��=_n� - � ��EASEMENT(TYP) �, EXISTING SEWER EASEMENT(TYP) - �• --� / rz --- • (SEE DETAIL D2.02, DESCRIPTION. FROM A POINT 0.4 MILE DOWNSTREAM OF FIE N M a N m z • ♦n R23" •� • / / CREEK TO PIGEON RIVER EXISTING SEWER LINE TYP -- ------_ _ �Z --`�°--'"� c _ r J. / SHEET C921) CLASSIFICATION: C;Tr (TYP). Ii - EXISTING _ M ia' - 1 - - j - - _ -■ RIGH T-OF-WAY � J-- _- --.----- \ ' I S l/ l a c ` _ DATE OF CLASS: AUGUST 2 1992 PRO OSED ROUND BROAD ��\ S SS ,�/ 5s --'�`�� 2� � - _ LINE TYP ' - - - _ a t- i ;0 5 20' �// (SEE DETAIL D2.09 ASHEET SOIL GROUP: FRENCH B,SdC �i ,i�ri,r , • e II 20 C921) SOIL TYPE: DeA c o P°°°°, u - SETBACK LINE(TYP) �, 00 `�� \ � 1.\'?P� °°,.0 z / '1- BEE: 2724.0 k A ' 0` \ _it ! ii /� 1111 Ss I J � ? W°0 dio"'- AJACENT PROPERTY LINE(TYP) PROPOSED RETAINING WALL` \ j --. %+ \ U o N r - ' PROPOSED 30"STOP SIGN(R1-1)(SEE (MAX HT: 2.5')(TYP) (S'Vr. Tq' 18' ,SS SITE LEGEND - - W °W; DESIGN BY OTHERS 4� �n 1307 �� -- l , l ,S°•vo �_>Q` DETAIL D2.04,SHEET C921) ,�y$ ( ) - � � --- �� s '� ddl" COMMON AREA TO INCLUDE STREETS AND NON ti �'_ g \� `\ PROPERTY LINE d� LOTTED LAND OUTSIDE OF GREENWAY AREA SOS S$ /✓°°°°° +y� (jlS PROPOSED 30"STOP SIGN(R7-1) , N ® _ SETBACK LINE �\�/ IPROPOSED STOP BAR 1- V�9RQ,N'x (SEE DETAIL D2.04,SHEET C921) 41/lit / \�� \\\ - -_1 - - - - :,..'",,, .:!..,:.":„.1.,,.!,,,, � � �'� � �_ RIGHT OF WAY LINE G I PROPOSED STOP BAR '• \ :!a - 1�?�— PROPOSED SIGHT TRIANGLE (` ^� PROPOSED TWO-WAY DRIVEWAY CONNECTION- _ OAAA AAAAAA - • (TYP)(SEE DETAIL D201,SHEET C921) PROPOSED TWO-WAY DRIVEWAY CONNECTION illP :/ 'FLOOD PLAIN UNE(TYP)-�� PROPOSED LIGHT DUTY PAVEMENT W PROPOSED GUARDRAIL END TREATMENT _ a TO BE INSTALLED PER NCDOT STANDARDS SETBACK LINE(TYP) NOTE: o (TYP)(SEE DETAIL D2.07&D2.013,SHEET C921) I OCO ROAD CONTRACTOR TO ENSURE BUILDABLE AREA AND __ a o -_--- Y 19-S ANY OTHER PROPOSED STRUCTURE OR AMENITIES i LE -- x1(`jj�WA �rsesN•Tt ------- DO NOT CROSS THE EXISTING TROUT STREAM PROPOSED 10'x70'NCDOT SIGHT TRIANGLE(TIP) US ��ucx+' BUFFER OR ANY EXISTING EASEMENTS. . z OH w EXISTING SIGNALIZED INTERSECTION —OH OH ON _ . z 2 CDC INSPECTIONS HOTLINE: CC 828-771-4755 OR INSPECTION@CDCGO.COM Q Y LL 81 IIIIII' III1I1III1II1 0 it w ��% 141 III' 00 Know what's below. 2 Call before you dig. NORTH DRAWN BY: MFK CDC PROJECT NO.: 22059 SITE PLAN XXX PERMIT NO. x GRAPHIC SCALE so o u zoo SHEET 9 _ II IN FEET) C201 1 inch- 50 ft.