Loading...
HomeMy WebLinkAbout17-19 Site PlanLLI Uj 0 z Q 0 0 ai N 0 N co N z 0 0 LL 0 0- APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL SIGNATURE * THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. TABLE OF CONTENTS C101 OVERALL SITE PLAN C102 DEMOLITION AND SITE PLAN LEGEND EXISTING DEMO NEW DESCRIPTION — —2050— — REAR z CONTOURS PROVIDED SETBACKS: X112.00 SPOT ELEVATIONS FRONT N/A CONCRETE CURB N/A REAR CONCRETE CURB & GUTTER BUILDING HEIGHT' ' °.°4 MAXIMUM CONCRETE PAD/WALK 35' HEIGHT 31'-1" UU PAVEMENT LTJ z — — �o� GRAVEL ��o�� U Q BUILDING of W w SITE FEATURES X x x x X FENCING — — W — — PROPERTY LINE LL CENTERLINE OR BASELINE o ¢ BENCHMARK - — - SD--- SD SD STORM SEWER LINE W CURB INLET - - DROP INLET n - LF END SECTION / END WALL (1 O O MANHOLE - - OHE OHE OHE ELECTRIC - OVERHEAD - - UGE UGE UGE ELECTRIC - UNDERGROUND - - UGT UGT UGT TELEPHONE - UNDERGROUND - - FO FO FO FIBER OPTIC - UNDERGROUND G G G GAS LINE a GAS METER SS SS SS SANITARY SEWER ® CO CLEANOUT W W W WATER LINE 0 0 ® GATE VALVE 0 ® WATER METER FIRE HYDRANT HANDICAP PARKING TREE LINE T o � SIGNS v LTR IL 4111110i I _. t vnv* .-"* " r tb 44 it 4 q- �� ___v' , 4 10, tic -v �'.A APPLE PIE RIDGE ELEMENTARY SCHOOL PROJECT LOCATION ■ f � ■ I . •�,Ism ' 4 A A* + . �� . ' • ►mo i r - �' • • , `1 ''�` ..,"'' �' ; �:, ` " cam! 1� • • `[ a 3 .► �.9-n! C;� - • r w ` ' '! All. ml(tom 1 � ! . \•-I '''•�] 00*1 9 W) r, " '% , I . . 1 '41-1% lk :.- A -m. ' - . tir � �, J ..,..Ilii �-./ `.... f ^ � '✓` ...4WBON- . -• -.� ,�,^�` . „� C. PARKING SPACE CALCULATIONS REQUIRED PARKING 1 SPACE PER FACULTY/STAFF/FULL-TIME EMPLOYEE 4 VISITOR SPACES MINIMUM EXISTING PARKING 122 AUTOMOBILE SPACES (7 HC) PROPOSED PARKING NO ADDITIONAL PARKING REQUIRED OR PROPOSED OVERALL SITE PLAN 30' 20' 10' 0 30' 6 0' 1" = 30'-0" 091kiIIzrem IzIY01:UT,I_jIIs] zI ZONING: RURAL AREAS (RA) REQUIRED MINIMUM SETBACKS: FRONT J 60' SIDE O 100' REAR 100' PROVIDED SETBACKS: a Q U FRONT N/A SIDE N/A REAR N/A BUILDING HEIGHT' MAXIMUM HEIGHT 35' EXISTING HEIGHT 31'-1" Nein Apply Pie Ridge PROJECT SITE Elem@ntary 5`i J12 Fred erick County Public Schoafr VICINITY MAP NO SCALE Stephenson at Millbrook High S GENERAL NOTES 1. OWNER: FREDERICK COUNTY SCHOOL BOARD SUPERINTENDENT OF SCHOOLS 1415 AMHERST STREET WINCHESTER, VA 22601 (540) 622-3888 2. ARCHITECT/ENGINEER: OWPR, INC. 200 COUNTRY CLUB DRIVE PLAZA ONE, BUILDING "E" BLACKSBURG, VA 24060 (540) 552-2151 FAX (540) 951-0219 3. SITE AREAS: TOTAL SITE AREA 10.00 ACRES TOTAL DISTURBED SITE AREA 0.05 ACRES 4. ZONING: RURAL AREA (RA) 5. MAGISTERIAL DISTRICT: GAINESBORO 6. PROPERTY INFORMATION: TAX PARCEL: 42-6-A CURRENT USE: EDUCATIONAL PROPOSED USE: EDUCATIONAL PHYSICAL ADDRESS: 349 APPLE PIE RIDGE ROAD WINCHESTER, VA 22603 7. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY BENCHMARKS DISTURBED DURING CONSTRUCTION AND SHALL NOTE THE NEW LOCATION AND ELEVATION ON THE AS -BUILT DRAWINGS. 8. ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIONS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 9. A PRE CONSTRUCTION MEETING WILL BE HELD PRIOR TO BEGINNING CONSTRUCTION. 10. IT IS THE CONTRACTOR'S RESPONSIBLILTY TO MEET COMPLIANCE REQUIREMENTS WITH SECTION 59.1-406.ET.SEQ., OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 11. FREDERICK WATER PROJECT INFORMATION - NO CHANGE IN WATER AND SANITARY SEWER DEMAND OR USAGE. 12. NO PROPOSED CHANGES TO SITE SIGNAGE OR LANDSCAPING INCLUDED IN THIS PROJECT. 13. NO PROPOSED BUILDING -MOUNTED OR POLE -MOUNTED SITE LIGHTING INCLUDED IN THIS PROJECT. 14. NO REQUIREMENTS OR CONDITIONS PLACED ON PROPERTY RESULTING FROM APPROVAL OF CONDITIONAL ZONING OR USE PERMIT. 15. NO SETBACKS OR CONDITIONS PLACED ON SITE AS A RESULT OF AN APPROVED VARIANCE. 16. PREVIOUS APPROVED SITE PLANS INCLUDE: - SITE PLAN (SP) #06-78 TH 0F P/? ` WILLIAM A. SHELTON Lic. No. 031651 �o4 1` SS'ONAL z z W O w O w Q U � 1_ U 0 U) 0 w 0 a z 0 m O O O O Y D N LO �. ¢ U N � — a,�rn Um>�;N�C o ` • N O � � � U U P N U m _Q W Q O O Ln 07 Lo M O 4 CD cu N d m d LL LCA Co Co :5 0 ? Ln ceoc LU LU v LU 0 z V Lu V oc a O0)Zr J O ^ ~ 200 �Eo m U N a Q U N C/ ¢ �LLJ V !LLJ m > Lj � U � UU ZU LTJ z Q Z CU not Q L LJ U Q z Z of W w 11 '^, / /C1 L` W � U LL o ¢ U Y U W 0 W O0)Zr ^ QN 200 �Eo m CIO 0 a Q O U N N C101 QN m m of m > o � U s- UU Q CU U Q C101 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING 2" R ESEE PLAN FOR WIDTH �+ SLOPE TO DRAIN (J"/FT MAX) as III -III -I I � 4 LIMIT_OF _I SUBGRADEI 4" COMPACTED AGGREGATE BASE (VDOT #57) COMPACTED SUBGRADE CONCRETE SIDEWALK NO SCALE LLI LL c3 z Q 0 4" TOPSOIL SUBGRADE DEMO CONC STOOP FFE=100.00 DEMO HANDRAIL (TYP) o o DEMO CONC STAIRS U 4 a a a a a DEMO CONC DEMO RICK SIDEWALK a GRASS PAVERS D a a EAST ADA CUR CUT I GRASS rm CONCRETE ASPHALT llaf-W .`I.7 DEMOLITION PLAN MATCH FLUSH W/ EXIST CONC WALK RET. WALL \ EXNST ADA �- CUR CUT I a GRASS FFE-100.00 100.00 N I R/A C D F 171 FFE=100.00 1 7 SF) 100.00 D D 10000"' DEMO CONC SIDEWALK i DEMO BRICK PAVERS .1 D° 100.00 -9 9 �- 98.00 100.00 99.86 99.86 97.95 ;----------, ---- ------ - - ------ 98.86.86 ° D D 98.76 99.76 �991.8 D D COI�C STAIRS 9 D 6 9 7.8� ° (SSE ARCH) 98.7 98. 7.66 769 RAMP CONC ° J D D (SEE DA'RCH) ° ° CONCRETE ° D ° RAMP CHEEKWALL SIDEWALK ° ° (qEE ARCH) D 17019 D ° D D ° 97.22 CONCRETE MATCH FLUSH W/ EXIST CONC WALK ASPHALT DIMENSIONAL PLAN 5' 0 10' 20' . , --..- 101111 to 011111012 GRASS MATCH FLUSH W/ EXIST CONC WALK CONCRETE GRASS DEMOLITION NOTES 1. SUBMIT THE PROCEDURES PROPOSED FOR DEMOLITION WORK TO THE ARCHITECT/ENGINEER AND CITY REGULATORY AGENCIES FOR APPROVAL TWO WEEKS PRIOR TO START OF DEMOLITION WORK. THE PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT, CAREFUL REMOVAL AND DISPOSITION OF MATERIALS SPECIFIED TO BE SALVAGED, PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS AND TIMELY DISCONNECTION OF UTILITIES. THE PROCEDURES SHALL INCLUDE A DETAILED DESCRIPTION OF THE METHODS AND EQUIPMENT USED FOR EACH OPERATION AND THE SEQUENCE OF OPERATIONS. 2. THE WORK INCLUDES DEMOLITION OR REMOVAL OF ALL CONSTRUCTION INDICATED OR SPECIFIED. ALL MATERIALS RESULTING FROM DEMOLITION WORK, EXCEPT AS INDICATED OR SPECIFIED OTHERWISE, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE LIMITS OF THE PROPERTY. RUBBISH AND DEBRIS FROM THE PROPERTY DAILY UNLESS OTHERWISE DIRECTED SO AS TO NOT ALLOW ACCUMULATION. STORE MATERIALS THAT CANNOT BE REMOVED DAILY AWAY FROM THE SCHOOL IN A MANNER THAT SAFETY OF THE PUBLIC IS ENSURED. 3. CONTROL THE AMOUNT OF DUST FROM DEMOLITION TO PREVENT THE SPREAD OF DUST AND TO AVOID THE CREATION OF A NUISANCE IN THE SURROUNDING AREAS. REFRAIN FROM USING WATER WHEN IT WILL CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE, FLOODING AND POLLUTION. 4. FILL HOLES, DEPRESSIONS, BASEMENTS AND ANY OTHER HAZARDOUS OPENINGS WITH CONTROLLED FILL AS SPECIFIED. 5. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO MINIMIZE INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM FREDERICK COUNTY GOVERNMENT AND THE FREDERICK COUNTY PUBLIC SCHOOL BOARD REPRESENTATIVE. IF REQUIRED BY GOVERNING REGULATIONS, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION. 6. BEFORE BEGINNING ANY DEMOLITION OR CUTTING, SURVEY THE EXISTING WORK AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF WORK. TAKE ALL NECESSARY PRECAUTIONS TO ENSURE AGAINST DAMAGE TO EXISTING WORK TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE OWNER. REPAIR OR REPLACE ANY DAMAGE TO SUCH WORK AS APPROVED BY ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO OWNER. CAREFULLY COORDINATE DEMOLITION WITH ALL OTHER WORK AND CONSTRUCT AND MAINTAIN SHORING, BRACING AND SUPPORTS AS REQUIRED. ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND INCREASE STRUCTURAL SUPPORTS OR ADD NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL OR DEMOLITION WORK PERFORMED UNDER ANY PART OF THIS CONTRACT. 7. COMPLY WITH THE REQUIREMENTS OF ALL CITY, STATE, AND FEDERAL REGULATIONS. 8. LOCAL REGULATIONS REGARDING HAULING AND DISPOSAL APPLY. 9. TITLE TO ALL MATERIALS AND EQUIPMENT TO BE DEMOLISHED, EXCEPT WHERE INDICATED TO REMAIN PROPERTY OF OWNER, IS VESTED IN THE CONTRACTOR UPON RECEIPT OF NOTICE TO PROCEED. THE OWNER WILL NOT BE RESPONSIBLE FOR THE CONDITION, LOSS OR DAMAGE TO SUCH PROPERTY AFTER NOTICE TO PROCEED. 10. REMOVE CONCRETE, MASONRY AND OTHER NON-COMBUSTIBLE MATERIALS OTHER THAN CONCRETE PERMITTED TO REMAIN IN PLACE, FROM THE OWNER'S PROPERTY AND DEPOSIT IN AN APPROPRIATE LEGAL DUMP SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PERMITS REQUIRED FOR DISPOSAL OF DEMOLISHED MATERIALS. TRANSPORT DEBRIS IN A MANNER TO PREVENT SPILLAGE ON STREETS OR ADJACENT AREAS. SITE PLAN NOTES 1. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB, EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES. 2. CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FOR MARKING OF U11LIlIES 72 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 3. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED FROM AERIAL PHOTOGRAPHY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN THAT WHICH IS SHOWN ON THE DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 4. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THE PLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES ARE ENCOUNTERED WHICH WERE NOT INDICATED ON THE DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND THE ARCHITECT/ENGINEER IMMEDIATELY. CONTRACTOR SHALL TAKE NECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGED UTILITIES AS SOON AS POSSIBLE. 5. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. 6. THERE SHALL BE A PRE CONSTRUCTION MEETING WITH THE CONTRACTOR, ARCH ITECTANGINEER, AND THE OWNER PRIOR TO BEGINNING CONSTRUCTION. 7. CONTRACTOR SHALL DISPOSE OF ALL SPOILS AND EXCESS MATERIAL OFFSITE, TO AN APPROVED DUMP SITE. �'L T H Of t'�? WILLIAM A. SHELTON Lic. No. 031651 SS'ONAL FA U, Q � Q CD 0 M z w O >z LO O w Q 0- 2 U_ 0� 1L U L o w z z 0 m -10 0 Y D 0N �S. ¢ U N Z3.� m w >� 07 N 0 = Ln L() c m Z3Ln rn a� n C:) CD �Lo`Lo � �� N 0- m d LL LCA m U) 0- cn oc Lu Lu cez z Lu 0 z Q V w 0 CJ a O I rn C) ^ o Q 0' �E 00 c 0 a Q U N Cf a� LTJ Q cnzl-�, > wpm^ U LLJ ZU W z < aQ W C.7 U Q US Z Z � W W W CIO cl- J LL o U Y U w 0 Lu LA_ O rn Z ^ o Q 0' �E 00 c 0 a Q O U N co N C1 02 Q N m m of a� > o U U Q C1 02