NCC242458_Site Plan or Location Map_20240814

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NOTES \\ e l / 'a i'A N 'T'i<
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, PROPOSED ACCESS EASEMENT(TYP) N. / k J m m w l m a
STATE,AND NATIONAL REGULATORY STANDARDS AND ALLit
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REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS \ \ -- g n u ?g=u
2. SINGLE-PHASE CONSTRUCTION. EXISTING BRIDGE \ <3
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3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED EXISTING EDGE OF PAVEMENT(TYP) '1�,.
CONTRACTOR. ,�V N @ w
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4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL \\ ,� tr
THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT Q N PROPOSED 10'x70'NCDOT SIGHT TRIANGLE(TYP) /' `" �;'I �'. ' �., q� e
828-771-4755,OR EMAIL AT INSPECTIONS®CDCGO.COM. CO • N - 1 °�`., � u
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING \ <p . . `` �:PI •,� ` F ❑
et OR REDOING WORK ,/ • \ PROPOSED CURB END TREATMENT 1 ff / , g
Q- (0 �' (TYP)(SEE DETAIL D2°08) c
5. CONTRACTOR ISO RESPONSIBLE FOR LOCATING AND VERIFYING THE — _ _ NIll 12 „ H
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO � � Q. � I7!— '� }i
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR Q — PROPOSED CONNECTION TO EXISTING ROAD {� \ 1 L Q. '�
DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE EXISTING RESIDENTIAL DRIVEWAY(TYP) �* ` _ *opSI),,,A1/....... (CONTRACTOR TO PROVIDE SMOOTH TRANSITION t G ' �0)PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE ��^ , AND NOTIFY ENGINEER AFTER FORMING BUT (f '. CNOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S \ PRIOR TO POURING CURBS AND PAVEMENT) / -
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO EXISTING UNNAMED TRIBUTARY TO ROBINSON CREEK ((� '� iCONSTRUCTION. RIVER BASIN: FRENCH BROAD .f, \• , / . N.' V C1 V
_ _
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN � ` '1
TO REMAIN)AND NEWLY COMPLETED WORK DURING Q. Q , / / t�1 CONSTRUCTION.ANY DAMAGE INCURRED DURING OR RESULTING / /FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE •
CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH 0
/ / �� PROPOSED STOP BAR(TYP)
APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE30'STREAM BUFFER(TYP) / \ ^ O/T� (PER MUTCD STANDARDS)
CONTRACTOR'S EXPENSE. ;�'" 7• / / •
\ + lJ /
�. . DEVELOPMENT DATA
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7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT / , * / \ .. \ , \?
EAST 72 HOURS BEFORE CONSTRUCTION ACTVTY IS TO BEGIN. _ /• �i� \ \ o , PROPOSED STOP SIGN OWNER/DEVELOPER: KLP PINNERS EAT,LLC
THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR - �. / \ _� ' (SEE DETAIL D208) 222 SOUTH NINTH STREET,SUITE 1600 N
811,72 HOURS BEFORE CONSTRUCTION BEGINS ' MINNEAPOLIS,MN 55402 �j
/ 6� • CONTACT: DANIEL PERKINS
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE / /I? / / .►� '�Jy�� �A [phone]
POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM / / �/ \ \ \ // y AO.
�yl `(r _
OF 5%SIDEWALK/CROSSWALK LONGITUDINAL SLOPE OR AS SHOWN �P/`{( "'�y /J N.
\ �C.� l�J(c� CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. V
ON ROAD PROFILES IS PERMITTED. A MAXIMUM OF 1/4"PER )' ' 168 PATTON AVENUE
N
ASHEVILLE,NC 28801
FOOT SIDEWALK/CROSSWALK CROSS SLOPE IS PERMITTED. ANY ., SB _
/ CONTACT: MICHAEL CAIN,P.E. 2
SIDEWALK/CROSSWALK INSTALLED WITH A STEEPER SLOPES SHALL \
BE REMOVED AND REPLACED AT CONTRACTORS EXPENSE. // / Ifr /SB \ SSB // • / \ ` �� [phone] 0 z
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE v� SURVEYOR: ED HOLMES&ASSOCIATES
NOTED.ALL PARKING LOT RADII ARE 10'UNLESS OTHERWISE / SB /�\ / �' , 200 RIDGEFIELD COURT,SUITE 208
/ i — ''j/� ASHEVILLE,NC,28806 m
NOTED. \ A % � CONTACT: PHILLIP B.WHITE,P.L.S. fn (n (n (n �n
'44,11r / /, PROPOSED MONUMENT SIGN [phone]
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE , ,! , . \ ./ / (DESIGN BY OTHERS)
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON Y ../
\ ARCHITECT: DORAN ARCHITECTURE
UNIFORM TRAFFIC CONTROL DEVICE(MUTCD).CONTRACTOR MAY . • - 7803 GLENROY RD,SUITE 200
USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF • • /' � PROPOSED STORMWATER CONTROL MEASURE BLOOMINGTON,MN 55439
THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. /� (SEE STORM PLAN) CONTACT: JACQUEL HAJDER
— e$ es—\ / / ..• [phone]
11. CURB END TREATMENT TO BE APPLIED TO ALL CURB ENDS.REFER /
TO CURB END TREATMENT DETAIL. �- PROPOSED RETAINING WALL / J J J J J
• (TYP)(DESIGN BY OTHERS) / PROJECT DATA
12. PROPOSED ROADS TO BE PRIVATE.NCDOT IS NOT RESPONSIBLE • ,/ \Se / LN _
FOR ANY ROAD MAINTENANCE. / l /.' ��, \ PIN: 9655-87-3857,9655-85-2787
• / Sg PROPOSED BRIDGE(DESIGN BY OTHERS) N ADDRESS: PINNERS COVE RD,
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13. NO PROPOSED LOT SLOPE PERPENDICULAR TO THE ROAD /: ; /
/ / CHAPEL HILL CHURCH RD
EXCEEDS 18% / •
DEED BOOK/PAGE: 6155/511PROJECT ACREAGE: 177.98±ACRES
4. SITE LIGHTING TO BE PROVIDED IN ACCORDANCE WITH BUNCOMBE TOWNSHP: LIMESTONE• ¢COUNTY ORDNANCESSB NBC ZONING: R-LD,R-2
/ INTERNAL EXTERNAL
•°�. \ / \/ �• O� n��l SETBACKS: SIDE:FRONT: 0' SIDE:FRONT: 10,
��/Q. - — — — — _ — \ \ // `Y< REAR: 0' REAR: 20'
/ \ \\ 92 M M M
• / /�� �n Va`Y PERMITTED DENSITY' 1.25 U/A x 120%CLUSTER BONUSN
2
E
� / • d S6 C PROPOSED UNITS. 266 SINGLE FAMILY UNITS m N
S:
TROUT CROSSING LANE \ ss a / dC�d 96��
EXISTING USE: VACANT
\ _ _ (PRIVATE) t� PROPOSED USE: SINGLE FAMILY RESIDENTIAL ^ m m
�— — � � — — —.,/ / 1 \ \ S /1// �O DISTURBED AREA: 42.0 AC(24%)
•
�a IMPERVIOUS CALCULATIONS:
/ / / / \ �y IMPERVIOUS PERVIOUS ° �'
/ \\ // \ PRE-DEVELOPMENT: 0.59 ACRES(0%) 177.39 ACRES(100%) \, •P•• °°•tiny
•
•
/>' POST DEVELOPMENT: 16.01 ACRES(9%) 162.08 ACRES(91%) _�:°o`� °� d..0,'_
/G� / \� oPROPO 5'CONCRETE SIDEWALK / / '//�
// (TYP)(SEE DETAIL D2.01) // ‘,....C., =a;� w �;
/ \\ ••y \ CONSERVATION EASEMENT AREA CALCULATIONS: =0°w .0 .:W
/ 9 ; :Q
�I• /m \ \ PROPOSED EDGE OF PAVEMENT(TYP) / / 6' �l REQUIRED: 106.80 ACRES(60%) %/(yp�................��
N / n (--, "�J PROVIDED: 106.80 ACRES(60%) *i'VL�
\ PROPOSED HEAVY DUTY ASPHALT / S1S \��\`/ ( ) iii /\
/ / \ PAVEMENT(TYP)(SEE DETAIL D2.02) / �l ✓ \ NON-CONSERVED: 71.18 ACRES 40%
J / \N\ / \ SS \ AVERAGE NATURAL SLOPE CALCULATIONS*:
-PROPOSED 20'WIDE ROAD PROPOSED 24"CURB&GUTTER / \ \O
WITH 45'WIDE ROW(TYP) \N (TYP)(SEE DETAIL 02.04) / / \ ��6- 6� / \ TOTAL SITE: 32.83%
S9 NON-CONSERVED AREA: 25.33%
• \ \ / \GL S \ *AVERAGE NATURAL SLOPE CALCULATED USING SLOPE MAPPING IN
•
/ \ N // \ d � \ AUTOCAD CIVIL 3D BASED ON BUNCOMBE COUNTY GIS CONTOUR DATA
/ / EXISTING UNNAMED TRIBUTARY TO ROBINSON CREEK \� 1 1
// CSC Q PROPERTY LINE(TYP) v�O' O \ SOIL TYPE CkC2,Cu C,Cu D,EdE,EvD2,EvE2,EwDk,EwE, J
/ RIVER BASIN: FRENCH BROAD L
�l l EwF,FaD2,Fn C,FrA,MwE,TaB,Ta C.TaD,TpD
j \\ / /\ n SOIL GROUPS: B,C O
PROPOSED STORMWATER CONTROL MEASURE
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CS)6, CS (SEE STORM PLAN) //�
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W / S CDCINSPECTIONS HOTLINE.
W C9 828-771-4755 OR [e-mail]
SITE LEGEND / A
PROPERTY LINE — — — — (� / CD d \ \ 811 .
CO SETBACK LNE — — o v.
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RIGHT OF WAY LINE — — W \ 1�/ \ ¢
SAWCUT LINE - — — — — — - \ \ \
\ Know what's below. w a
PROPOSED SIGHT TRIANGLE IR� Call before you dig. NORTH in
PROPOSED HEAVY DUTY PAVEMENT DRAWNPROD SRP
\ CDC PROJECT NO.: 12143
PROPOSED LIGHT DUTY PAVEMENT
\ SITE PLAN MSD PERMIT NO. 2022221
PROPOSED CONCRETE SIDEWALK I \ GRAPHIC SCALE
SHEET
�/ I- h =
PROPOSED OPEN SPACE — — _
( IN FEET) C 2 01
1 inch- 30 ft.