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Home My WebLink AboutSDP200500108 Plan - Approved Minor Amendment 2006-02-13DEVELOPMENT: 161Ti�P►1I2 , T H fl� o U PAUL G. JULIAN No. 13269 NOR SITE PLAN AMEND M I M E NT 10NAL (DR INN MOTEL • 3MMNT5r•11101 JAISHIU LLC. (SAM PATEL) LOCATION: INTERSECTION OF ROUTE 29(SOUTH) AND PREIMER CIRCLE 410 PREMIER CIRCLE CHARLOTTESVILLE, VA 22901 PRESENT ZONING: C-1 COMMERCIAL DISTRICT PRESENT USE: USE OF PROPERTY NOTE: CONTRACTOR TO CONTACT MISS UTILITY (1-800-552-7001) AT LEAST 3 WORKING DAYS IN ADVANCE OF PLANNED WORK. These documents, includig drawings and specifications, were prepared by Draper Aden Associates, Consulting Egineers, pursuant to a contract by and between Draper Aden Associates and (ENTER WNER'S NAME HERE) with respect to the project described in said contract,. Any reus(or modification of said documents (whether hard copy or electronic) without writtn verification or adaptation by Draper Aden Associates for the specific purpose intende, will be at the sole risk of the individual or entity utilizing said documents, drawings ant specifications and such use is without the authorization of Draper Aden Associates. Draper Aden Associates, Consulting Engineers, shall have no legal liability (resulting frcm any and all claims, damages, losses, and expenses, including attorney's fees arising opt of the unauthorized use of these documents, drawings, specifications„ reports, aid studies prepared as a result of the aforesaid contract. , DRAWING LIST iexYye��ra�oi T1 COVER SHEET C 1 AS -BUILT CONSTRUCTION C2 SITE PLAN NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONINECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF T'RANS`P;`;'P7AT I(DN (VIDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQVUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL IPAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SMALL CONFORM TO THE CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 440J a. WAN a� v. N Ntf7 �'t sr r y U ( (on iL An 9, T+ N st d' 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL), WHERE REASONALY W OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE Q OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S 0 DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z 2 {D 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.—' %C Z j 7. UNLE=SS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - UJ ��/ il! CLASS 111. _ _J 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA ,� cn STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Q W I— UJ >_ 0 > ._.I Q 0 Cr APPROVALS DEPARTTMENT OF PLA N NG & COMM NI DEVELOPMENT Ow.4 r_ " ao DEPARTTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION REVISIONS 29 DEC. 05 1 CO. REVISION 10 JAN. 06 2 CO. REVISION DESIGNED BY: DAA DRAWN BY: DAA CHECKED BY: DAA SCALE: 1"=20' DATE: JULY 22, 2005 PROJECT NUMBER: CV05140-01 T1 11 OF 3 - ohp sanitary manhole top=472.95 inv. in=467.3 (8") inv. out=466.9 (cl of 10" pipe) cure DOX top=469.70 U.S.. RT 29 (S.B.L.) SEMINOLE TRAIL inv.=458.0 (cl of structure) 20 GRAPHIC SCALE 10 20 40 ( IN FEET I inch = 20 w O 0 P PAUL D: JULIAN No. 13269 IONAL 4) > to ct 0 0 0 seri + > Uj C� 0 :t C? W 4 E 0 ij� Ow 20 (n L O CD W7 0 Ar P� z U) Lli z 0 0 z o 0 rr z > 0Idz 0 .J < :D 0 U. 3 REVISIONS 29 DEC 05 1 CO. REVISION 10 JAM 06 2 CO. REVISION DESIGNED BY: DAA DRAWN BY: DAA CHECKED BY: DAA SCALE: 11"=20' DATE: JULY 22, 2005 PROJECT NUMBER: CV05140-01 C 1 2 OF 3 i NEW PAVING SECTIONS COMPACTED 6" VDOT #21A NEW CURBING BACK FILL BEHIND NEW CURBING AMX GRADE 4:1, GRADE FOR POSITIVE DRAINAGE. COMPACT SOIL TO 95% PER ASTM D698. INSTALL LANDSCAPING ACCORDING TO SCHEDULE BELOW INSTALL CG -2 AND NEW ASPHALT PAVING TO MATCH EXISTING AS REQUIRED. RE—STRIPE FOR PARKING SPACES AS SHOWN, INCLUDING (2) H.C. ACCESSIBLE SPACES WITH ACCESSIBLE ROUTE BETWEEN THEM. RAMP TO SIDEWALK VDOT CG -12 INSTALL H.C. ACCESSIBLE CURB RAMP WITH RETURNED CURB MAX. SLOPE = 1:12 INSTALL LANDSCAPING ACCORDING TO SCHEDULE BELOW INSTALL CG -2 AND NEW ASPHALT PAVING TO MATCH EXISTING AS (REQUIRED. RE—STRIPE FOR PARKING SPACES AS SHOWN. SEE PAVEMENT SECTION THIIS SHEET. INSTALL LANDSCAPING ACCORDING TO SCHEDUILE BELOW INSTALL CG -2 CURB AS SHOWN DUMPSTER IS TO BE PLACED INSIDE EXISTING FENCE ENCLOSURE CURB & MARKED PARKING SPACES TO REMAIN ALONG NORTH SIDE OF LOT INSTALL PLANTERS AS SHOWN EXIST. DRAIN PIPE W/ ASPHALT PILE INSTALL NEW ISLANDS AS SHOWN, USING CG -2 CURB. REPLACE ASPHALT PAVEMENT AS REQUIRED; SLOPE TO ENSURE POSITIVE DRAINAGE. (S.B.L.) SEMINOLE TRAIL GRAPHIC SCALE � I LANDSCAPING SCHEDULE 20 I ,I WHITE PINE, 31 IINCHES PINUS STROBUS GREEN HAWTHORNE (WINTER KING), 31 INCHES TRIDENT MAPLE, 31 INCHES w�;k CRATAEGUS VIRIDU5 0 ACER BUEGERANUM HONEY LOCUST, 31 INCHES ROCKSPRAY COTONEASTER, (9) 0 24" HIGH GLEDITA TRIACANTHOS aD COTONEASTER HORIZONTALIS ( IN FEET ) 1 inch = 20 ft. NOTE. ALL EXISTINC TREES AND SHRUBS ARE TO REMAIN IN PLACE FORD PEAR REMOVE EXISTING ASPHALT CURB & REPLACE WITH CG -2 AND ADDITIONAL ASPHALT PAVEMENT TO MATCH EXISTING. RESTRIPE FOR PARKING SPACES AS SHOWN. NIT 11 op U PAUL D: JULIAN �y NO, 13269 0� inv. fn—'467,3 f8"' {nv' out f6r-; 9 r INSTALL CG -2 CURB AS SHOWN DUMPSTER IS TO BE PLACED INSIDE EXISTING FENCE ENCLOSURE CURB & MARKED PARKING SPACES TO REMAIN ALONG NORTH SIDE OF LOT INSTALL PLANTERS AS SHOWN EXIST. DRAIN PIPE W/ ASPHALT PILE INSTALL NEW ISLANDS AS SHOWN, USING CG -2 CURB. REPLACE ASPHALT PAVEMENT AS REQUIRED; SLOPE TO ENSURE POSITIVE DRAINAGE. (S.B.L.) SEMINOLE TRAIL GRAPHIC SCALE � I LANDSCAPING SCHEDULE 20 I ,I WHITE PINE, 31 IINCHES PINUS STROBUS GREEN HAWTHORNE (WINTER KING), 31 INCHES TRIDENT MAPLE, 31 INCHES w�;k CRATAEGUS VIRIDU5 0 ACER BUEGERANUM HONEY LOCUST, 31 INCHES ROCKSPRAY COTONEASTER, (9) 0 24" HIGH GLEDITA TRIACANTHOS aD COTONEASTER HORIZONTALIS ( IN FEET ) 1 inch = 20 ft. NOTE. ALL EXISTINC TREES AND SHRUBS ARE TO REMAIN IN PLACE FORD PEAR REMOVE EXISTING ASPHALT CURB & REPLACE WITH CG -2 AND ADDITIONAL ASPHALT PAVEMENT TO MATCH EXISTING. RESTRIPE FOR PARKING SPACES AS SHOWN. NIT 11 op U PAUL D: JULIAN �y NO, 13269 0� z ALBERMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS Y 0 1.) PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC = r� RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A D ° ° PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF Z TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY LU m w REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES z 0 W OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2.) ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTIONy� UJ METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS '�''y > OF VDOT UNLESS OTHERWISE NOTED. r� 3.) EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. > 4.) ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE M AXIMU M ALLOWABLE SLOPE IS 2:1 uj > N (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER , SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 00 cu S1i > i k cd 5.) PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAY BE ,� B �' U. 7 REQUIRED WHEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR 4nw ° '1= 0 OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED W MECESSARY IN ORDER TO STABLIZE A DRAINAGE CHANNEL. 6.) ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7.) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS III. 8.) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). z 0 < _z D ;rr Z z LU z 0 W UJ J Q NOTES 1.) ALL CURB RADII TO BE 3.0' UNLESS NOTED OTHERWISE. REVISIONS 2.) ALL STRIPING FOR EXISTING PARKING SPACES IS TO COVERED WITH 29 DEC. 05 LATEXITE FORMULA 5 SEALER OR EQUAL EXCEPT AS NOTED ALONG THE 1 CO. REVISION NORTH SIDE OF THE LOT. 10 JAN. 06 3.) NEW PARKING SPACES SHALL BE 18' LONG x 10' WIDE UNLESS 2 CO. REVISION OTHERWISE NOTED. 4.) CONTRACTOR TO SAW CUT EXISTING PAVEMENT AS REQUIRED TO INSTALL NEW CG -2 CURB. REPAIR & REPLACE ASPHALT PAVEMENT (TO MATCH EXISTING) AS REQUIRED. 5.) AT NEW ISLANDS, INSTALL LANDSCAPING SALVAGED FROM REMOVED ISLANDS. 6.) INSTALL ADDITIONAL PLANTINGS AT ISLANDS AND IN PLANTERS AS DESIGNED BY: SPECIFIED BY OWNER. DAA DRAWN BY: 7.) IT IS RECOMMENDED THAT EXISTING PACEMENT BE MILLED/AND OR DAA REMOVED AND NEW PAVING SECTION BE APPLIED. CHECKED BY: DAA 8.) RESRIPE PARKING AND TRAFFIC MARKINGS WITH 4" WIDE LINES AND SCALE: 1 _ 20 SYMBOLS. USE VDOT TYPE 4 TRAFFIC PAINT (YELLOW). DATE: JULY 22, 2005 PROJECT NUMBER: CV05140-01