HomeMy WebLinkAboutSW1240301_Plansheet - Proposed Conditions/Site Plan_20240923 (2) I
OFF-SITE GRADING
EASEMENT
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\ OFF-SITE GRADING 30 PENLAND ROAD IS AN ACTIVE ACCESS ROAD FOR THE EXISTING
EASEMENT ° m N ADJACENT BOJANGLES DEVELOPMENT. THE CONTRACTOR SHALL TAKE
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EXTREME CARE TO NOT DISRUPT THE OPERATION OF EXISTING
o LU/ U_ ADJACENT PROPERTY OWNERS. IT IS THE CONTRACTOR'S RETAINING WALL B 488 LF o RESPONSIBILITY TO ENSURE THAT ADJACENT DEVELOPMENTS ALWAYS
(DESIGN BY OTHERS) \ o J o HAVE SUFFICIENT ACCESS TO THEIR EXISTING ROADWAY
z CONNECTIONS. IN THE EVENT VEHICULAR ACCESS WILL BE IMPEDED, GENESIS ENGINEERING
THESE ACTIVITIES SHALL BE COORDINATED WITH THE DEVELOPER
5' FACE OF WALL 5' FACE OF WALL u AND ADJACENT PROPERTY OWNERS AND MAY HAVE TO OCCUR WHEN C O L L A B O R A T I V E
TO BOC TO BOC
BUSINESSES ARE CLOSED.
6' BLACK VINYL HEAVY DUTY ASPHALT 75� — COMPACTOR PAD 3360 Martin Farm Road
' CHAINLINK FENCE (TYP.) PAVEMENT (TYP.) � � \ � `� ' Suwaneeu ite O
5' FACE OF WALL Georgia 30024
TO BOC \ .•, : : ,° .p a, :.. :. 70 CLEARANCE 75'R I 470.375.2001
• TRANSFORMER PAD I WWW.genesiseng.net
105' CLEARANCE ;47,$�'.: g.
CONTRACTOR SHALL BE RESPONSIBLE
75'R / °P, ti �.�: : 4 FOR FURNISHING AND INSTALLING
TRANSITION FROM 30" CURB " x < THE MAILBOX KIOSK PER THE DETAIL
75'R & GUTTER IN RIGHT-OF-WAY iv �� ��v v i 24" CONCRETE CURB
TO 24" CURB & GUTTER ON `q I 11 N PLO I & GUTTER (TYP.) PROVIDED ON SHEET
SHOPPING CENTER TRACT RAMP \\`\\\\\�\N CARo������i//
EMERGENCY O� V-ss/
' 6'R 6 R 1 TRUCK WELL •�. ' ;.��� OF
/ GENERATOR
00
FIRE RISER ROOM
\ / FFE 2132.00
N-INEF-�
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55 R T R� \ / GREASE BARREL PAD � i�i/FCc` N. J��
6'R 6 R
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7' WIDE TURNDOWN IDEWALK FIRE RISER ROOM 0 R�
15'R 3' WIDE CURB
09/19/ZOZq
FLUME (TYP.)
d: FFE 2135.80
7.5' 10'R STANDBY GENERATOR '
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,.. . DUMP TER EN LOSURE. PROPOSED GROCERY U
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SEE A CHITEC URAL CDOT PE 1 CU B RAMP ITH 50f325 SF
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• 14.37' PLAN FOR DETAILS I EXPOSE�L AGGREGATE SUR�
\ RETURN URB RAMP WITH :° 13.67 18 30 18
o ACE
GUARD AILS & EXPOSED RETAIL 25.59 FFE 2132.00 WHITE THERMOPLASTIC w
• • BOC N DIRECTIONAL ARROW (TYP.)
AGG EGATE SURFACE 10,80 SFLU
.
SHOPPING CENTER FE,21 G.00 NCDOT TYPE 1 CURB RAMP WITH 4" WIDE WHITE PARKING LLJ
DIRECTION L SIGNA E 18' 24' 18' 8' EXPOSED AGGREGATE SURFACE STRIPE (TYP.) DOUBLE SIDED PHARMACY (n
.�. Hq RAMP W�TH HEADACHE BAR & BAR FOUNDATION. DRIVE-THRU DIRECTIONAL W
' BOLLARD M UNTED HANDRAILS (PER STORE DRAWINGS) 24" WHITE THERMOPLASTIC SIGN. FABRICATION & ' z
A H SIGN ( P. x 4) 180' STOP BAR (TYP.) INSTALLATION BY OTHERS J
PHARMACY DRIVE-THRU WINDOW "NO _ P x
d : • PARKING (TY 3) _
:..` ... ;n. . . . a RETURN CURB RAMP WITH
d.... , .. ty •. '' FIRE LANE SIGN U
11 11, 6' WIDE SLIP RESISTANT GUARDRAILS & EXPOSED
. d d° THERMOPLASTIC CROSSWALK Q
6'
6" HEADER CURB, TO BE AGGREGATE SURFACE
� •• WITH TYPE 1 HIGHWAY SPHERES PAINTED TRAFFIC YELLOW 6" HEADER CURB, TO BE
°� �► �►
d25'R vaN ° RETURN CURB RAMP WITH RETURN CURB RAMP WITH PAINTED TRAFFIC YELLOW 50'R
9' 8' 9' 9' 5 9' HTYP
.I•�; ., GUARDRAILS & EXPOSED GUARDRAILS & EXPOSED ATM LOCATION
3' WIDE CONCRETE10 R AGGREGATE SURFACE AGGREGATE SURFACE 4
15 R 6 BOLLARDS 18 BOLLARDS "NO PARKING - R1-1 STOP SIGN &
FLUME (TYP.) N � FIRE LANE" SIGN
10 R 241 R5-1 DO NOT ENTER SIGN
10'R 10'R 15'R • y
10, R1-1 STOP SIGN & :�'�"' "° �..•
0 R R5-1 DO NOT :•.4:. .�y : ,:< ._ ., ' p. : . .. :� . 30'R
ENTER SIGN 8 R '�
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6'R 15'R FIRE LANEg'R STRIPING _ R1-1 STOP SIGN & 10'R 1 � z Uj
6'R O0 R5-1 DO NOT BOLLARD MOUNTED R1-1 STOP SIGN & 1- , z
x MAIL KIOSK N ENTER SIGN HC SIGN (TYP.) N R5-1 DO NOT N J
TRANSITION FROM 30" CURB 8'R \ > Q O
CONCRETE PAD. SEE ENTER SIGN
& GUTTER IN RIGHT-OF-WAY N N E THIS SHEET. ±'d� 8'R 81R
TO 24" CURB & GUTTER ONmmo, 8'R / Q U a O
SHOPPING CENTER TRACT 0 8'R 8 R R o 8'R 8 R R 8 R 8,R / O
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64'R s
NCDOT TYPE 1 CURB RAMP WITH CONTRAC SHAL NSTALL 24' 18' I Q >_ LW O W
STANDARD DUTY EXPOSED AGGREGATE SURFACE 24' 18' r �'� . �� CUR IDE PI -UP FLEX POST & Q � J U
'-' ASPHALT I — - s DOUBLE SIDE � Ky PANELS ENA STANDARDS I U > Uj _
50'R PAVEMENT (TYP.) 6' WIDE CONCRETE 18' 24' OLLARD OUNTE h 20' _ (n
SIDEWALK I HC SIGN (TY �� I 1 J LU tY
' ONEWAY ENTER a = Q W O
ONLY DRIVE NCDOT TYPE 1 CURB RAMP WITH / �� �� z z
EXPOSED AGGREGATE SURFACE ° 20' 20' \ w O LL ~ Q =
M 150'R �� I r' �/ � z w j W J
I ° a 00 J Q N Q
i
U 50'R CART CORRAL a � m � U = 4 �
58' 58' 58' 58' 58' 58' (TYP.)
W /
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W / e R1-2 YEILD REVISIONS
U ' FUTURE LOT 3 4 SIGN
I ' TOWN COMMENTS 02/19/2024
W 0.99 ACRES 15'R 8'R ��o I
LLI �g A TENANT REVIEW 05/02/2024
(n 75'R OWNER & MSD COMMENTS 06/14/2024
W ,
z pQ JURISDICTION COMMENTS 07/03/2024
J 8'R
NCDOT TYPE 3 CURB RAMP WITH NCDEQ SUBMITTAL 09/19/2024
_ / 24 CURB & 76 R 12' 12'
U EXPOSED AGGREGATE SURFACE / GUTTER (TYP.) 8'R g�R 8'R 8'R
Q8'R 8'R 8 R 8'R 8'R g'R 8'R 8'R 8'R v
\ / R1-1STOPSIGN & � � SITE LEGEND
100 R N N R5-1 DO NOT ENTER SIGN
PROPOSED CURB & GUTTER
RETAINING WALL A - 418 LF R1-1 STOP SIGN & I 25'R 00 REVERSED PITCH CURB & GUTTER
(DESIGN BY OTHERS) R5-1 DO NOT ENTER SIGN 15'R 15'R
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PROPERTY LINE -- --
/ I - - - -
ADJOINING LOT LINE
R1-1 STOP SIGN & 5' FACE OF WALL 10' WIDE SCM
' \ FUTURE LOT 2 50'R R5-1 DO NOT ENTER SIGN RETAINING WALL C - 516 LF TO BOC MAINTENANCE AND FENCING
0.71 ACRES / 100.5'R (DESIGN BY OTHERS) ACCESS EASEMENT '
r � � EXISTING RETAINING WALL
THERMOPLASTIC I
/ 4" DOUBLE YELLOW PROPOSED RETAINING WALL
/ CENTER STRIPE
TRANSITION FROM 30" CURB a
\ / TRAFFIC FLOW
& GUTTER IN RIGHT-OF-WAY � / �! �
TO MATCH EXISTING CURB
\ RETURN INTO BOJANGLES / GUARDRAIL STRIPING
SHOPPING CENTER �G / NCDOT
,�j� ` / I ASPHALT PAVEMENT
PYLON SIGN �w
/ ♦ `�► / RETAINING WALL D - 107 LF a. , d p
\ (DESIGN BY OTHERS) CONCRETE a
u a .
d d d. •d
/
STANDARD DUTY
3 FACE OF WALL ASPHALT PAVEMENT
/ � / TO BOC
/ PROJECT NUMBER:
HEAVY DUTY
` \ / / 12'R ASPHALT PAVEMENT 21-1 18
/ /
6.5'R / SEE "MILLS RIVER SHOPPING CENTER EXISTING FEATURES SCREENED DATE:
O OFFSITE ROADWAY IMPROVEMENT I ' -
Y�` TIE INTO EXISTING PLANS PREPARED BY KIMLEY-HORN I 12/21/2023
S 3 CURB TAPER AND ASSOCIATES INC. FOR ROADWAY
�O p �O` "I �/ 18 CURB & GUTTER
IMPROVEMENTS WITHIN BOYLSTON
HIGHWAY RIGHT-OF-WAY.
GUTTERS &
�w N�
SITE PLAN
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GRAPHIC ALE
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a
r _ I 30 0 15 30 60 120
�o Know what's below.
( IN FEET )
ft. 1n2
C111 before you dig. 1 inch = 30