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HomeMy WebLinkAboutSW1240301_Plansheet - Proposed Conditions/Site Plan_20240923 (2) I OFF-SITE GRADING EASEMENT z o \ OFF-SITE GRADING 30 PENLAND ROAD IS AN ACTIVE ACCESS ROAD FOR THE EXISTING EASEMENT ° m N ADJACENT BOJANGLES DEVELOPMENT. THE CONTRACTOR SHALL TAKE � < Uj 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-� I t N 55 R T R� \ / GREASE BARREL PAD � i�i/FCc` N. J�� 6'R 6 R ///III NJ*It �0� 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 ' .n I ,.. . DUMP TER EN LOSURE. PROPOSED GROCERY U 01 SEE A CHITEC URAL CDOT PE 1 CU B RAMP ITH 50f325 SF W • 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 '� 0 R`d :~ U) 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 h 10R / (f) z l0 ' J Q LU N , /I t t z z Q dLL 2 / W z cn 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 / I t 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 nii 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 \ FS GRAPHIC ALE ® G CSC 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