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HomeMy WebLinkAboutSW1210902_Plansheet - Proposed Conditions/Site Plan_20210930J W n, Q w z � w C m m Q N N 0 N \ 00 0 w O n Z 10 Z - 00 z F-o mo W cf) z0 Y O O 0 m 0 N J U W IT CD 0 cn z O r) z O 0 0 w cn O w O ry m N m PROJECT DATA BLOCK OWNER/SELLER CAROLINAS LLC. DUKE ENERGY 550 SOUTH TRYON STREET CHARLOTTE, NC 28202 DEVELOPER/BUYER MINKLES BROADPOINTE II LLC. DAVID GIBBONS 7 CHERRYWOOD ROAD LOCUST VALLEY, NY 11560 PERMIT NUMBER NOT YET ASSIGNED PROJECT LOCATION MILLS RIVER, NORTH CAROLINA COUNTY HENDERSON COUNTY PID 9642-18-7974 SITE COORDINATES LAT:35.425583 LONG:-82.554972 PROPERTY SIZE 9642-18-7974 MINUS DUKE AREA TOTAL: 25.07 ACRES STREAM DISTURBANCES 89 LF SOILS TYPE BaB, BRADSON GRAVELLY LOAM, 2-7% SLOPES Cu, COMUS (COLVARD) FINE SANDY LOAM EnB, ELSINBORO LOAM, 0-3% SLOPES Ro, ROSMAN LOAM BUILT UPON AREA 5.24 AC, 228,111 SF (20.90%) BUILDING SETBACKS 60' FRONT (OFF OTHER STREETS) 15' SIDE 20' BACK BUILDING DIMENSIONS 260'x460' = 119,600 SF LIGHTING REQUIREMENTS TO BE PROVIDED BY DUKE ENERGY TOWNSHIP MILLS RIVER EXISTING ZONING MR-LI DISTURBED AREA 7.17 ACRES WATERSHED FRENCH BROAD USACE / NCDEQ YES PERMITS REQUIRED LEGEND: ADA RAMP NOTES: 1. ALL DIMENSIONS ARE MEASURED FROM FACE OF CURB AND FACE OF BUILDING UNLESS INDICATED OTHERWISE. 2. ALL ANGLES ARE 90 DEGREES UNLESS INDICATED OTHERWISE. 3. ALL ASPHALT STRIPING SHOWN ON PLAN SHALL BE WHITE UNLESS INDICATED OTHERWISE. 4. DO NOT SCALE FROM PLAN. 5. PROVIDE ACCESSIBLE PARKING SIGNAGE AT EACH HANDICAP ACCESSIBLE SPACE SHOWN ON THE PLAN. REFER TO TOLERANCES FOR ACCEPTABLE ACCESSIBLE ROUTES. 6. BURY ALL WATER MAINS WITH 3' OF COVER FROM PROPOSED FINISHED GRADE. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH RECORD SURVEY DATA INDICATING; LOCATIONS AND INVERT ELEVATIONS OF ALL NEW AND MODIFIED SITE UTILITIES, FINAL PAVEMENT GRADES, BUILDING FLOOR ELEVATIONS, AND SIDEWALK ELEVATIONS. 8. NCDOT STANDARD DETAILS, WHEN REFERENCED ON THESE PLANS, SHALL BE CONSIDERED PART OF THIS PLAN SET. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONFORMANCE TO THE SAME. 9. A KEY BOX APPROVED BY MILLS RIVER FIRE AND RESCUE WILL BE INSTALLED PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY. PAVEMENT SCHEDULE A 2.5/0/6 A 4/0/8- C 4/6 C 6/6 30" C&G INSIDE DOT ROW, SEE DETAIL ON SHEET C1.1 END C&G 2.5" S9.5-A "SUPERPAVE" OVER ABC, 6" COMPACTED DEPTH. (INSTALLED AND COMPACTED TO NCDOT SPECIFICATIONS) 4" S9.5-A "SUPERPAVE" OVER ABC, 8" COMPACTED DEPTH. (INSTALLED AND COMPACTED TO NCDOT SPECIFICATIONS) 4" 4,000 PSI CONCRETE OVER ABC, 6" COMPACTED DEPTH. REINFORCE WITH 6" X 6" /W1.4 X W1.4 WWM 6" 4,000 PSI CONCRETE OVER ABC, 6" COMPACTED DEPTH. T- vv FIREINFORCE WITH 6" X 6" /W2.9 X W2.9 WWM i �m �m w N ' �Fw Fw I / Fw /Fw I i DUKE ENERGY CAROLINAS, LLC. PIN: 9642187974 F ' DB 3281 PG 488 Fw PB 2018 SLIDE 11535 w 18" CURB AND ' F ' � GUTTER, SEE DETAIL I ON SHEET C1.1 i I �Fw • � Fw I R54.0'I R 100.0' i R30.0' I OFF-STREET PARKING EXISTING SITE N/A TOWN ORDINANCE 1 SPACE/2 EMPLOYEES AT MAX ON A SINGLE REQUIREMENT SHIFT, PLUS 1 SPACE FOR EACH COMPANY VEHICLE OPERATING FROM THE PREMISES PROPOSED OCCUPANTS 5 - EMPLOYEES MAX ON SINGLE SHIFT 0 - COMPANY VEHICLES OPERATING FROM PREMISES PROPOSED SITE 65 - PARKING SPACES 3 - ADA ACCESSIBLE SPACES � o o R20.0' R4.0' _PA n. R4.0' R4.0' R4.0' R4.0' R4.0'Z (' TRANSITION TO 18" C&G AT POINT OF w i TANGENCY, SEE DETAIL R30.0' ON SHEET C1.1 a II - 21.3' coo I i w I F- w r w F w w P w STATE OF NORTH CAROLINA PIN: 9632997712 DB 374 PG 28 SIGN LEGEND: PP QUIT_ COORDINATE WITH A DUKE ENERGY w T- REPRESENTATIVE BEFORE CONDUCTING ANY WORK WITHIN THEIR EASEMENT. ALL CONSTRUCTION MUST BE REVIEWED AND APPROVED BY THEM, AND MUST ADHERE S1 STOP S3 TO THE DISTRIBUTION LINE EASEMENT RESTRICTIONS GUIDELINE. ``' R 1 - 1 w 18"x18" w S2 DO HOT 0 NO c ENTER S4 PARKING W R5-1 n se 30 x30 FUTURE LOCATION OF DUKE ENERGY DISTRIBUTION LINES AND POLES Li S47'25'57"W 36.67' Know what's below. Call before you dig. 40 20 0 40 80 SCALE IN FEET N,r o r r Na 1405 t D�n�a�►� w S47'12'56"W 30.0. 7 w SS MH #49-481461 w RIM=2069.00' INV=2065.20' P w WI w i 19 1-1 196 70 I Li Li Li Li Li Li Li Li Li Li Li Li Li Li Li Li Li ~ I i -R1/ 25.5' 'I AT GRADE LOADING DOCK AT GRADE ROOF DOWNSPOUTS; AT GRADE OVERHEAD DOOR DOOR; (TYP) OVERHEAD DOOR (TYP) OVERHEAD DOOR � 461.3' i 70 � I F- i I � I I i 1 i I 4.0' Z i CL ACCESSIBILITY PARKING, RAMPS, AND b SIGNAGE, SEE DETAIL I -C:) ON SHEET C1.1 1 � E III ��ve wuu. sa 35. TP 1 U I I I orn 0 � I I 0 N I 100 3 O I _ OWM 0 I � I o LO N cD I 0* 4.0' S4 ACCESSIBILITY TRANSITION TO 18" PARKING, RAMPS, AND C&G AT POINT OF SIGNAGE, SEE DETAIL TANGENCY, SEE DETAIL ON SHEET C1.1 ON SHEET C1.1 b a 7,7 0 N � , � �111113111�1�1 r � r r � i r I r 1 / / � � 1 I 1 / END C&G i r 1 /% l i 1 /f I / � l 12 i 155.0 �Il '+'+ 11 �Il�Illlll Il��l, 160.0 �11-;'���/ ���1 l' ������ �S S3,60.0 1 �I 1 6 �� / // Il II ' 1 I'��/ �� 157.0 P8 24 0 l i N FLUME, SEE DETAIL „ N i D IR N o ui -0N SHEET C1.1 ���� /// N 'o - FLUME, SEE DETAIL - b IR o i T S3'22'32"E 98.14' M END C&G R28.0'�� R28.0' ON SHEET C1.1 S3 '58'40" UT-UT__UT 8" PVC S1 rP UT U UT UT ""������� " " UT UT UT UT UT UT UT UT UT� U TAU T //%% ��ai%/�%�i���a% Q�v SS MH #49-4� UT UT UT UT RIM=2068.14' UT�UT UT UT lJT UT UT UT UT UT UT UT UT UT UT UT UT INV=2060.50' LAT: 35.425583 / - - - - - LONG: ONG:- 82.554972 - - - END C&G G�G_�G ------------------- - - - - - - - - - - - - - - - - - - - - as- - - - - - - - - - - - - - - - - - - z- - - - - - - - - - - - - - - GG G G G G G GA. 4_�G G G G G G T UT UT�UT U UT T M 21 M/21 G� EXISTING HYDRANT 7EXISTING 10" WATER MAIN \ EMPIRE DISTRIBUTORS OF NC, INC. SS MH #49-481458 30" C&G INSIDE DOT G� RIM=2074.17' SS MH #49-481459 PIN: 9642079954 RIM-2070.30' I ROW, SEE DETAIL ON DB 1552 PG 234 INV=2057.80' SHEET C1.1 SLIDE 9095 INV=2059.10' EXISTING HYDRANT EXISTING 10" WATER MAIN m z O O Un w 0 w Q 0 w 00 LO L*- M W H V Z 1-4 W W p4 a� 1.4 L11 Z r Ft 01.4 z f W i--i Z w, W C) X -' w aZZ E-- H I --I I --I I --I O O PQ � F-�-I O M� W 00 co ISSUED FOR: DATE: BY: Z_ REVIEW 08/30/21 RDH W Z_ Q CD m m JOB NO. MNK2001 .01 A c a SHEET CD E c 1 .0 0 O