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Home My WebLink AboutSDP199900071 Plan - Other (not approved) Preliminary Site Plan 1999-05-13NORTH BOUND LANE U.S. ROUTE 29 10' DRAIN ESMT 7.4" CURB & GUTTER ' l DB 1282/78 I UN( ISL I I WALK + s 15' VEPCO ESMT 1425/466DB l p SD R/W 15' VEPCO ESMT DB 1568/291 15' VEPCO ESMT DB 1282/78 SI IEET NOTES I. Al I DIM11d lONS AND RADII ARF 10 0Ir1IDF [-A('[- 01 ROWDIM. Of? IO FAGF OF 011tI1 0111 f Holf-I1 ()Illt{iWl ., ALL HAbli 0L W 6ffl 17W17G HoiLT3, 2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL JURISDICTION. 3. ALL LOT STRIPING TO BE WHITE REFLECTIVE PAINT CONFORMING TO VDOT STDS. 4. ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY THE SIGN CONTRACTOR. SITE GENERAL CONTRACTOR TO FURNISH AND CONNECT ELECTRICAL SUPPLY. 5. ANY EXISTING IMPROVEMENTS BEYOND THE WORK LIMITS WHICH ARE DAMAGED OR DESTROYED SHALL BE RETURNED TO THEIR ORIGINAL CONDITION, AND 10 THE SATISFACTION OF THE OWNER OF SUCH IMPROVEMENTS. 6. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC, THAT MAY BE REQUIRED. 7. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. S. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE iRANSMITAL LETTER TO THE ENGINEER. 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DETERMINED TO BE NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 10. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. 11, Al F EXISTING FEATURES SHOWN ARF BASFD ON A SURVEY BY: INTERNATIONAL LAND SERVICES, INC. 621 24TI-I AVENUE S.W. NORMAN, OKLAHOMA 73069 405) 364-9352 CONSTRUCTION NOTES 1. CONTRACTOR SHALL REMOVE EXI ITN PAVEMENTSGAEMENT IN DRIVE AISLE TO FACILITATE UTILITIES INSTALLATION AND REMOVAL. WHERE NEW PAVEMENT TIES IN TO EXISTING ASPHALT, CONTRACTOR SHALL SAWCUT EXISTING ASPHALT TO OBTAIN A CLEAN EDGE FOR NEW PAVEMENT. CONTRACTOR SHALL MATCH EXISTING THICKNESSES WHEN DETERMINING QUANTITIES OF STONE APPROXIMATELY 2640 SQ FT AND MEASURED 24' FROM FACE OF CURB, 110' IN LENGTH.) 2. CROSSWALK SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS CONFORMING TO VDOT REQUIREMENTS, OF 8' WIDTH, AND BARS OF STANDARD WIDTH AND SPACING. 3. CONTRACTOR TO PROVIDE A PEDESTRIAN BARRIER AND TRAFFIC CONTROL DEVICES DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION IN THE COMMON DRIVE AISLE. BARRIER SHALL BE CONSTRUCTED OF ORANGE, UV RESISTANT, HIGH TENSILE STRENGTH, POLY BARRICADE FABRIC WITH WEATHERPROOF SIGNAGE ATTACHED AT MIN 50' INTERVALS. 4, ANY IRRIGATION SYSTEMS WITHIN VDOT RIGHT OF WAY REQUIRE A PERMIT. 5. WORK WITHIN VDOT RIGHT OF WAY MUST CONFORM TO VDOT STANDARDS AND SPECIFICATIONS. YNII_ 01-11 1:,11XII'INI) ROOF DRAIN AND LEADER MANHOLE AND SEWER PIPE 2" PVC CONDUIT (DUAL CONDUIT) CONSTRUCTION LEGEND NEW BUILDING LOCATION FIRE HYDRANT— 1 1 APPROX 250' NEW DRIVE (ASPHALT CONSTRUCTION) 1D io_ II'. :; i i I. il: "'Ir :Ii"'lil i!": .:I'. .III..1 II i ::. II I!I ,I - II 'ijll: 1.''i III:("I 11: '. ,,:Ii I: IIu:.I I, :: E (STING DRIVE PAVEMENT REPLACEMENT 2 ml, ILI I II I ::.,L::: I. 11 d. ,.I:.in, ( ) f j jl:I:l 24' CROSS ACCESS AGREEMENT CONCRETE/CONCRETE SIDEWALKS DB 112 PG 118 SPILLING CURB POST SHALL BE 1.33 LB / FT STEEL WEATHERPROOF SIGN V 8'-0" 0/C MAX. _,---- AS SHOWN ABOVE CONSTRUOnON AREA S252 S2Ri2 S2 S2 S2 S2 S2 S2 S2 RS2 S2R DO NOT ENTER 00 ORANGE, UV RESTS I AN I I gg g flN 99Jill I z HIGH—TENSILEBARRICADESTRENGTH, POLY ADE FABRIC o . Iz SUBGRADE INS I ALL CUN5 I RUC I ION FENCING & ALL SIGNAGE: PRIOR 10 INITIAL ON-SITE INSPECTION BY THE CITY OF RALEIGH ZONING INSPECTOR. NOTES: WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS ARE TO BE 3" HIGH MIN., CLEARLY LEGIBLE AND SPACED AS DETAILED(. SIGNS ARE TO BE PLACED NO GREATER THAN 50' ON CENTER. PLACE SIGN AT EACH END OF LINEAR CONSTRUCTION FENCING AND 50' ON CENITER THEREAFTER. FOR CONSTRUCTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS THAN ONE: SIGN PER AREA. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. FENCING MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. TORN OR WEATHERED FENCING SHALL BE REPLACED IMMEDIATELY TO MAINTAIN ADEQUATE SAFETY BARRIERS FOR NON -CONSTRUCTION PERSONNEL. ADDITIONAL SIGNS OR FENCING MAY BE REQUIRED BY LOCAL AUTHORITIES / PUBLIC UTILITIES BASED ON ACTUAL FIELD CONDITIONS. e EX fig» S—_- - -_ 70RM DRA/N SD-- - ------ - SD-- 15' RA/NAGE Dg EASEMENT585Pg553 ALBEMARLE SQUARE SHOPPING CENTER, 40" J Y'.. CONS f FSU(; I ION ARRA DO NOT ENTER A CONSTRUCTION FENCING DETAIL FIRE HYDR,11 APPROX 350' C S yCi y' r PROJECT DATA SITE ADDRESS: PROPOSED OUTPARCEL: CLIENT/DEVELOPER: APPLICANT: LOCATION : FLOOD ZONE: SITE AREA: BUILDING AREA 131JILDING I ILIGI i I SEATING CAPACITY PARKING REQUIRED PARKING PROVIDED LOADING SPACE REQUIRED LOADING SPACE PROVIDED IMPERVIOUS AREAS EXISTING (PREDEVELOPMENT): POST CONSTRUCTION AREA TOTAL DISTURBED AREA: ALBEMARLE SQUARE SHOPPING CENTER RIO RD AND ROUTE 29N CHARLOTTESVILLE, VA OUTPARCEL 2-13 IHOP CORPORATION LEHMANN MEHLER HIRSIT THORNTON ASSOCIATES SHOPPING CENTER NONE APPROX 25,000 SQ FT 4994 SQ FT 1 S lOkY WOOD AND ME IAL 176 SEATS 5.5 CARS PER 1000 SQ FT GFA 22 SPACES REQUIRED PROVIDED BY CENTER ADDITIONAL 2 SPACES (HANDICAP) 1 SPACE (12' x 25' IAIN) 1 SPACE 0.69 ACRES (0.40 IMPERVIOUS) 11,325 SF (0.26 ACRES)) 20000 SF (0.46 ACRES)i 20 SITE CONSTRUCTION KEY in CONSTRUCT FRONT ENTRY WALK (MAINTAIN 20:1 SLOPE); IN GON51 RUC I- 5' WIDE GONGRU IE 91OLWALK 16 CONSTRUCT 4' WIDE CONCRETE ENTRYWALK 1C CONSTRUCT HANDICAP ACCESS RAMP 3] CONSTRUCT CONCRETE WALKWAY STAIRS (4 STEPS) 7" RISE AND 12" TREAD, 8' WIDTH 1 CONSTRUCT 1'-6" CONCRETE CURB AND GUTTER 201 CONSTRUCT 1'-6" SPILLING CURB AND GUTTER MATCH NEW CURB AND GUTTER TO EXISTING CURB AND GUTTER 3] CONSTRUCT STANDARD PAVEMENT DRIVE AREAS SEE PAVEMENT SPECS ON DETAIL SHEET) CONSTRUCT STANDARD PAVEMENT PARKING AREAS SEE PAVEMENT SPECS ON DETAIL SHEET) M ASPHALT PAVEMENT REPLACEMENT (24' x 110') SEE CONSTRUCTION NOTE 1 4] CONSTRUCT CONCRETE PAD CONSTRUCT DUMPSTER ENCLOSURE FOR DETAILS, SEE SHEET C-5) INSTALL FOUR (4) STEEL BOLLARDS, 4' HIGH, CONCRETE FILLED 05 GRASSED LANDSCAPE AREA SEE LANDSCAPE PLAN SHEET L-1) LANDSCAPED AREA AROUND BUILDING Cj PAINT 4" WIDE WHITE STRIPES @ 45' 2'-0" ON CENTERS (8' LANE WIDTH) M THERMOPLASTIC CROSSWALK, 8' WIDTH SEE CONSTRUCTION NOTE 2 PAINT I-I.C. SYMBOL IN LANE INSTALL H.C. SIGNS (2 PLACES) UTILITY KEY CONTINUED ON SHEET C-4) GRAPHIC SCALE MAY I A 1999 o 10 zo ao 80 KANNING AND NITY DEVELOPMENT IN FEET ) 1 inch = 20 ft.