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HomeMy WebLinkAbout55-01 Sareen & Assoc. , Inc. (Accounting Office) - Opequon - Backfile (2)GF_Nr__M N01F-5 r-�P0510N ANI2 5F�t9IMF_Nr CON112OL NOM5 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION IN A PUBLIC RIGHT OF WAY. 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Vjrainia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. N 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE 2. The contractor will install the construction entrance (if required) and primary erosion and sediment controls as shown on the site plan prior to or as a first step in clearing. W / < `�/ 1 0-4 z z �� PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND '� 00 LEAVING THE SITE. 3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas. �� 1t0- co 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS 1�" S �; AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final inspection. ® •►-r Q) o CD o TO ORIGINAL CONDITIONS. 5. A CONSTRUCTION ENTRANCE (IF REQUIRED) MUST BE INSTALLED IN 5. The contractor is responsible for installation of � additional erosion control measures necessary to prevent erosion and sedimentation as determined by the rj- pH�Ns CITY /�/ Q) a) •�++ ►-+ r` N w d co w I ACCORDANCE WITH THE "VIRGINIA EROSION AND SEDIMENT CONTROL plan approving authority. �/ o HANDBOOK" SECTION 3.02. THE CONTRACTOR MUST MAINTAIN THIS 6. A copy of the approve erosion and sediment control plan will be maintained on the site at all times. �� 0 CD ACCESS FOR THE DURATION OF THE PROJECT. W z cv r` 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE OF THIS 7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times. �., z cv x I w -< o SITE. Q 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to a i r --+ Q 0 U 1 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND maintain the effectiveness of the erosion control devices will be made immediately. - _ � � V) � t- GUIDELINES SET FORTH BY OSHA AND b'OSH. 9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to an work. p p y r-AIWAX PIM M 277> o m w w 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) 4-4 O U-) 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND w EXISTING SITE CONDITIONS. i = cU i F-P051ON ANn T-121 ISIT CON1120L NAMA11VF- 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY P_" ;,.4z p o UTILITIES REQUIRED BY THIS SITE PLAN. it E- 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE Project DescriptionCD in PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. °� z 1 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% The purpose of this project is to bring existing site conditions in conformance with existing Regulations due to a change in use from a Day -Care Facility to E W DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, an Accounting Services office. w AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER U� z BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND Existing Site Conditions C� APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL w SUPERSEDES THIS NOTE IF PROVIDED. The site has an existing building with crumbling asphalt and broken curbing. The unimproved remainder of the property is grassed. 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE Adjacent Properties APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR This project is bounded by Aylor Road on the west, a 7-11 Store on the North, a Dentist's Office to the south, and residential properties to the east. REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC Erosion Control Measures VICINITY MAP WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND I" - 1000' COORDINATE THE WORK WITH PUBLIC WORKS. -Install silt fence down slope of disturbed areas and where shown on the plans. M5P0N5IMF_ LAN? nI511,If IC P CONI.ACI NUMPF-P5 15. THE CONTRACTOR WILL CONTAIN ALL UTTER AND DEBRIS ON SITE. -Install Curb and Gutter, new concrete areas, and apply asphalt THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF -Install permanent seeding, trees, and shrubs SAREEN &ASSOCIATES, INC. ARUN K. SAREEN (703) 366-3444 EACH WORK DAY. 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE Permanent Stabilization NAME: 0 CONSTRUCTION PROCESS. ENGINEERING FIRM: ARTZ &ASSOCIATES, PLC 540 667-3233 ( ) 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process. EXCAVATION WITHIN EASEMENTS. 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT Maintenance Program CERTIFICATION: ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 vt�OT G�N� ,, NO'5 WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650 19. TRASH IS TO BE DISPOSED OF ON A WEEKLY BASIS BY EMPLOYEES 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or EXP. DATE V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST OF SAREEN & ASSOCIATES, INC. NO DUMPSTER IS PROPOSED. deficient areas will be repaired or improved immediately. EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540) THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION {VDOT) ROAD 20. CURBING ON SITE MAY BE EITHER CG-2 OR CG-6 AT DISCRETION OF DEVELOPER. CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE 665-5643 n Q AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND 21. DUE TO POOR CONDITION OF EXISTING ASPHALT AREAS, IT IS 2. Furthermore, the contractor will make a dail review of areas of construction activit to insure erosion control effectiveness. Additional measures will be y y PLANS. AUTHORITY > SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR RECOMMENDED THAT ALL EXISTING PAVEMENT AND BASE MATERIAL BE installed immediately where deficiencies are found. SANITARY SEWER AND WATER: FREDERICK COUNTY SANITATION z LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY aches approximately one half of the wet storage for traps. NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH (540) 868-1061 Z OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT REMOVED. APPLY NEW BASE MATERIAL AND PAVEMENT PER ON -SITE THE OWNER, SITE CONTRACTOR, PUBLIC WORKS, & DESIGNER PRIOR U V2. SHALL GOVERN. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT PAVEMENT DETAIL. 22. NO EXISTING OR PROPOSED LIGHTING AT THIS TIME. ANY LIGHTING TO BE INSTALLED IN THE FUTURE SHALL BE SHIELD AND DIRECTED TO COMMENCING ANY SITE WORK. TELEPHONE: VERIZON (301) 954-6282 0 � _z w o V) ,� t't20J�CT PAIA OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES &REGULATIONS. AWAY FROM ADJOINING PROPERTIES. ELLCTRIC: ALLEGHENY POWER (800) 654-3317 w v V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, AREA OF SITE: 0.5732 ACRES (24,969 SF) GAS: SHENANDOAH GAS COMPANY (540) 869-1111 %- Q WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH < w o THE CURRENT EDITION OF VDOT S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN CURRENT ZONING: B1 MISS UTILITY: 1-800-257-7777 ►- t�LLJ o OK CURRENT USE: VACANT STRUCTURE: z w z ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. PROPOSED USE: ACCOUNTING OFFICE w O HM MAt25H&L_ 6�NF_M NO1F5 V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, BUILDING HEIGHT EXISTING: 19 BUILDING AREA EXISTING: 2,819.2 SQUARE FEET INC1 U CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS F.A.R.: 2819.2/24969 = 0.11 w V zry DEEMED NECESSARY BY VDOT. 1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE OPEN SPACE EXISTING: 41% d ♦- _N ��_ V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE WHERE CURBING MUST BE PAINTED YELLOW. OPEN SPACE PROVIDED: 50% FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY 0�6 K5� z WORK ON VDOT RIGHT OF WAY. 2. "NO PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE BUILDING SETBACK REQUIREMENTS SITE INFORMATION: V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE AT THE FIRE MARSHALL'S DISCRETION. FRONT: 50 SIDE & REAR: 0' ADDRESS: 1013 AYLOR ROAD ~o w ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, BUILDING SETBACKS EXISTING TM #74B --- ((5)) - C -' o VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO FRONT: 44.9 ZONED: B-1 V7. INITIATION OF WORK. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN LEFT: 36.9' RIGHT: 20.0' INSTRUMENT #010017003 TIF 64E N IZA110N t'261A WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. REAR: 125.4' V8. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PARKING CALCULATIONS DEVELOPER: ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH INFORMATION HAS BEEN DERIVED FROM THE TRIP GENERATION DATA PUBLISHED BY I.T.E. 6th EDITION. PERSONAL SERVICES (ACCOUNTING) 5AMN & A550CIA1f5, INC, CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN REQUIRED 2,819.2/200 14.10 SPACES ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, PROPOSED 14 ARUN K. SAREEN SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED THE DEVELOPMENT FALLS UNDER THE GENERAL OFFICE BUILDING ADA SPACES REQUIRED 1 ADA SPACES PROPOSED 1 10702 VANDOR LANE BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. (710) SECTION OF THE ANALYSIS. MANASSAS, VA 20109 V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND (703) 366-3444 V10. MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT THIS DEVELOPMENT ASSUMES 6 EMPLOYEES. LANDSCAPING CALCULATIONS RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN AVERAGE V.T.E.'s = 43 PERIMETER - 1 TREE PER 40' 437' REQUIRED 437/40 10.92 TREES POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. PROPOSED 12 TREES OWNER: R 10 SPACE 14 SPACES INTERIOR - 1 TREE EQUIRED 14/10 1.4 TREES ARUN & PIRNIMA 5ATTN 5U�Y NOBS PROPOSED 1 10702 VANDOR LANE 1. BOUNDARY SHOWN HEREON WAS DETERMINED BY A BUFFER SCREENING REQUIREMENTS MANASSAS, VA 20109 FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES. B1 ADJACENT TO RP 25' ACTIVE (703) 366-3444 25' INACTIVE cn z o F,.I.NAL SITE PLAN C/-) � THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS,,...,_'ROVE.D w STEEP SLOPES, WOODLANDS, OR ANY ENVIRONMENTAL DTI �ooa Z FEATURES THAT WILL IMPACT THIS SITE DEVELOPMENT (OTHER THAN LIMESTONE OF COURSE) d a LXGF-Nt2 N M g SEAL AND SIGNATURE REEVED PROPERTY LINE o 5'R PROPOSED RADIUS IN PARKING LOT PL"�H of y� - 1 MAR 13 200Z ,p 14A, OF PLANNING1DF11ELOPMENT 0MICHAEL M. ARTZ 3' w N , No. 1951 t- a N FREDERICK COUNTY ZONING APPROVAL a 0 11(4oe- �qNo sunk, 04J, CHECKED BY: MMA 0- /5 0 ZONING ADMINISTRATOR DATE NOVEMBER 16, 2001 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THIS SITE PLAN IS VALID FOR (5) FIVE FILE # 000283 SHEET 1 OF 3 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. YEARS FROM THIS DATE OF APPROVAL d N O O O J <C d Ou� N n_ f 00 V) w co o- U co z z 6.0' ILI EXISTING FIRE HYDRANT PEP FIM HYnW LOGAWN5 I"-50' THIS PORTION OF CURBING TO BE BONDED AND THEN CONSTRUCTED AT TIME OF AYLOR ROAD IMPROVEMENTS, 9 NO EXISTING OR PROPOSED LIGHTING AT THIS TIME. ANY LIGHTING TO BE INSTALLED IN THE FUTURE SHALL BE SHIELD AND DIRECTED AWAY FROM ADJOINING PROPERTIES. Q�P\� 0 N CG-6 �� 0 I � (/ IEXISTING ENTRANCES TO BE qN qC RECONSTRUCTED WHEN VDOT k 104 peS IMPROVES AYLOR ROAD. DASHED �q 20 C �F LINES INDICATE POTENTIAL_ ENTRANCE 0 & CURB AND GUTTER c�90F O CONFIGURATION �Pl PpP 4.0' IT G Q N 5 \ a 0� o / II 20_,__------ Q cn Iw N K CD V I I SQP�Q Q) o o I ► w � I � III ►I o CL M 0, I I � o I II I I I I I 44.9' PORTIONTHIS OF CURBING BON ED AND HEEN CONSTRUCTED OAT \\ TIME OF AYLOR ROAD \ / IMPROVEMENTS. \ PROPOSED CG-6 Fo EXISTING SIGN 25'+ - TALL EXISTING SIGN TO BE REMOVED NEW SIGN TO BE PLACED ON FRONT OF BUILDING PROPOSED CG-6 8 / @ DOOR O a M EXISTING EP (TBR) - - EXISTING FIRE HYDRANT Wr13,MYMO INMAZ5 %CfIONMVA" P. WLMN5 140-5-1-0 BIZ n Li%: WfAL 5fOM — — S 54.08' 17" E 250.00' — — EXISTING EP (TBR�,j — I I I 12.0' °J O Iz Iw 3' CONCRETE SIDEWALK o DOOR I -----`*-- I ■ I I ✓� � EXISTING BUILDING I I 2,81 DOOR I HEIGHT J 19'SQUAREHT I PROPOSED USE: ACCOUNTING OFFICE PO RT.-O 5 I I I DOOR i CONC. PAD — 3' GRASS OR LANDSCAPE STRIP DOOR z owl i N 54'08' 19" W 250.00' EXISTING J/ La 17, M YMN OWWN MAS5 PRIVACY FENCE WII.I. 5MM 883/ 108 �jrZ��r/'ON(�//tV7�/�(/�0�■/I����//� LM O ■ a i y � I.Ot' 25, MYMN I N MAS5 MAI2*IA1,1. M. COMP 142y/ 1245 ZOWV w �p OpF0' 51t NiiAl. I22 SF VERLAP WITH LOT 25 P� LOT HAS SENIOR RIGHTS yF�� I i io I I i • I I o I I i 4' LONG CURB CUT WITH MINIMUM I 4' X 10' GRAVEL INFILTRATION & I I 3:7- _ - ._ __ - - __ • EROSION CONTROL AREA { I o { I I { I { \ 125.4 — LOCATION TO BE DETERMINED BY CONTRACTOR �/ c,P� SF� I • Wr 26, PLYMN OVWN MM5 %C110N 2 MAIZSRU M, COMWR 140-1-2-26 q2y/ 126 Z01�17 ta' I.lS�: t�5II7�N't1Al, o I I \\T I a I o I4' LONG CURB CUT WITH MINIMUM 4' X 10' GRAVEL INFILTRATION & o { OI EROSION CONTROL AREA I I { / I I O I 0 I I i 1 I I I 3 • o I I I I I ( I I I o I I y W 127, mlyl UZC W✓I I PLANTING SCHEDULE QT(. COMMON NAME REMARKS LOCATION 10 WHITE PINE MIN. 4' HEIGHT AT PLANTING BUFFER SCREENING 10 FORSYTHIA MIN. 4' HEIGHT AT PLANTING BUFFER SCREENING 11 PIN OAK MIN. 2" CALIPER BUFFER SCREENING 0 13 SUGAR MAPLE MIN. 2" CALIPER ROAD PERIMETERS & PARKING ISLANDS NOTE: DUE TO NET DECREASE IN IMPERVIOUS AREA, NO STORMWATER MANAGEMENT IS PROPOSED. EXISTING DRAINAGE PATTERNS ARE TO BE MAINTAINED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE. 0' 10' 20' 30' MAS5 Ll -T H OF V��c MICHAEL M. ARTZ v No. 1951 �e- <qNo a Z � z n 00 4A 00 U� •' o z O m r, • U F- Cn O Lc)1` i Ln w W W " N La CO of O 00 ✓� >� N LLJ LLJ Li zoCD �CO •P.41-0 �LnF— z � W w - ' W o•a O� C) W �O N U W� z Q �L-Li wo (D W z ~ to �1 W <Z�_ O U V) V G Cn 0�5 m) n IXA VU �c� 0 C1 W �O v NMI Cn z _O N W z W ui ui Q- a f2 z w ZE 0 U W < t-- In Q � � o CHECKED BY: MMA NOVEMBER 16, 2001 SCALE 1" = 10' SHEET 2 OF 3 FEE-T 6' BOARD ON BOARD FENCE xx>fie .4t a A NO SCALE TM ITFU WY 9F PR_'CA5T " --A3T 5�e " ,2, fct4-RFTE -:) pX. a_,k,,, ki W c_ksr tc PoC-E, "d—N x ---- coo rs; w PfRicxsri. 3, OOWVAYYJN C.-,;Pf3 & CUTTER HM" A RAM-,% --------- OF 330 r1ET M LESS 6Rcttr f *x or 6"1 SHA,L 8' 00 Q00 -A') F70q As PIAINA, (rd., o7<M, 7 " R. FQ use WITH STABLiZED WLNI-�RjOEO R • 4"X4" POST 8' 6" ORNNAeGE �AY", TtC 9*rr0W Of T4 1,�M X6" LATH ANG C) To Itw 1=17 SaIMA!x COIASES "zd- r-- CD TO Tilt DEPIR OF TW PAVNEW. QD C"A 5, TM CUPS Wly BE W�m All" N D C. r 5� DE"IGN SKF�,, IS 40 W-44 Gq �_Els A 1114 R)fk& �06HWAYS V* ��3 MP4 CYR L Lj A Ulti N MYELOPEO 1ROM U. 5119WOM 'Arid-, "V! 6,JO 'm 0, 04 q�,Ive roacwy AR�AS. W roq;G4 ru-Eros 12" + Lj VACE7MCD rTA$Th&RO rS PL AN VIEW SECTICIf4l C-C 2"X4" BRACE (Z) ",zj- U L I >< LjJ Lj_ (ZD Q) -T' 00 r, pc,o-,Dlw Cwv�, 'he w­k,j of ha,l,y D fof r�rb A , 4� D. -- -- -6 1— I 4t—J. �4. C .7 4 8 N '7 (D D 6' M C',l LLJ BOM&I N- TI-E CkRZ AN11 CG. 1! i5 sect 11.1f entromas 3WI rUTTnk 14AY I3t CkNSTKCTT,1, 011.:,Pr��"A ifr pro�tck,, �,eo�e PAP&LCI_ TO 'WE SLLVE 04r Min. IV, 3i,&«� 4-4 ptlov*0 A t-ie fnr 0 In-Irl AREA MAY K CINCRETV tc:f o 2"X4" BRACE Q0 At XMV SECTtON A A Ln Guldeiines for Grove Change D C-) "d C) Yamrn�y, r L'pl=dr"mt. L0 'Sed in ,:V, Kqt� lwr, 150", VM) 0 3 6;-,� n, %,,,n foc, tl'i, ti 'j: I &j t C to % o:.tf.9w0s­ N S�eFlllyrl ­1,1� fl, cwb 2 X4" BRACE to usL.5 -,,zs .L,�,,11,,1*,,1. +­1 3: .,Od (or irt t I -,b L t�11; f��W:* I rno� .!"P.eq O� <4 ',,,> p�- 6' �A .,,:ter IrrerTcrcc COMBINATION 6" CURB & GUTTER EXISTING o METHOD OF IRELATMENT- O�' ftiMs-ORTATKIN 24" GROUND CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES 30" -N!A Prune out any dead or --------broken branches, remove all taos, labels, strings, wires, etc. from plan. I_ 3" mulch 2--3" Saucer Set top of root ball equal to or 1-2" above grade. 'T Remove container; use sharp blade to make four 1/4"-1" cuts the length of ball and cut a 1/4" X on bottom of ball; loosen compacted roots. CONTAINER GROWN SHRUB 2- Dig hole 2-3 times width of root boll. BALL & BURLAP SHRUB SHRUB PLANTING (NOT TO SCALE) :2" 5M-2A '--C,0MFAr,TE0 511156RAVE 66" 0OMPACTED :21-A MINIMUM ON —SITE f=A\\/EMENT DET. NOT TO 50ALE Prune out any dead or broken branches. tags, labels, es. etc. from Prune codonninant leaders -- Prune rubbing or cross branches Remove tags and tablets -- Cut away all balling ropes Remove top of wire basket DO NOT pume terminal leader or branch bps Pme narrow crotch angles and water spouts --Prune broken branches Prune suckers 2' - 3' mulch kept away from trunk -Soil well to contain water mulch Set top of root ball equal to or 1--2" above grade. 4: UNAMENDED backfill soil Partially backH 1, water to Widen and score hole wall settle soil, finish backfilling tape & burlap A ball. Remove container and cut circling Area for water drainage (pipe or file could be installed) roots if container -grown, or as much burlap as possible if field -grown Leave solid soil pedestal do not dig deeper than ball depth Dig hole 2-3 times root bell width DETAIL TREE PLANTING DETAIL WHEELSTOP TO BE ANCHORED WITH #3 REBAR (MINIMUM 2' LENGTH) PROPOSED OSED GRADE PAVEMENT, _ REBAR WHEELSTOP DETAIL NOT TO SCALE (NOT TO SCALE) ANCHORED WHL. STOP HDCP. PARK, SIGN I SPACE 0- 1 SPACE 0 9 X 20 9 X 20 1 HDCP SPACE (16 X 20) TYPICAL STRIPING DETAIL L_ I r-A (NOT TO SCALE) DETAIL OF REQUIRED 3—FOOT SEPARATION (Per Sec. 18-6-2.3) LIGHT POLES (MEASURE TO MEASURE TO DRIP LINE OF FURTHEST CONCRETE BASES IF PROJECTION (SIGN, FACIA, LIGHT, ETC.) ABOVE GRADE). IF CLEARANCE LESS THAN 15' HIGH. OTHERWISE, TO FACE OF COLUMN OR WALL. TREES AND SHRUBS yl INOVERHANGI (AT INSTALLATION) L[IT — CARELEWE"MSS UPRIGHT SIGN / 'DIRECT DELIVERYY M TO YOUR FRONT DOOR' D I (D Q) 0 3' MIN. 0- 15 L AISLE OR PARKING STALL 3 MIN. 2' .7 MAS. SLOPE: 6" ABOVE OR BELOW PAVEMENT MAXIMUM SLOPE AISLE OR AISLE OR SIDEWALK OR PARKING STALL PARKING STALL FOUNDATION PLANTING 3' SEPARATIONS ARE NOT ENFORCED ON END ISLANDS MERE VEHICLES DO NOT OVERHANG. MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3—FOOT AREA WILL BE CONSIDERED ON A CASE BY CASE BASIS. SURFACE BASE NOTE: PROVIDE MIN. 15 SEP. FROM EDGE OF SIDEWALK TO 6- SUBBASE FAR SIDE OF WHEEL STOP FOR BUMPER OVERHANG. STANDARD CG-2 CURB 1/ NO 54Or V - o Q MICHAEL M. ARTZ No. 1951 SU0 t� I— � 0W CL (D 0 co I �cr�,; L_Lj CHECKED BY: MMA NOVEMBER 16, 2001 SCALE: NA SHEET 3 OF 3 Gr-,NF_M N01F-5 F_1�0510N AN12 5E�t2IMF_N1' CONTROL N01r-,5 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION IN A PUBLIC RIGHT OF WAY. 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. N 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. 2. The contractor will install the construction entrance (if required) and primary erosion and sediment controls as shown on the site plan prior to or as a � ® / / �,/< / E � z 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE first step in clearing. W �/ �� ►-� p,, z PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND LEAVING THE SITE. 3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas. y g g p g�' ® ® ® '�' 51 �o CL 00 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final inspection. \ s ® �i •.� o r - o TO ORIGINAL CONDITIONS. 5. A CONSTRUCTION ENTRANCE (IF REQUIRED) MUST BE INSTALLED IN 5. The contractor is responsible for installation of qny additional erosion control measures necessaryto prevent erosion and sedimentation as determined b p y 5TFPHI�N5 CITY (� , �/,b •�.�' CO N w I ACCORDANCE WITH THE "VIRGINIA EROSION AND SEDIMENT CONTROL the plan approving authority. p pp g y L 44 �- O HANDBOOK" SECTION 3.02. THE CONTRACTOR MUST MAINTAIN THIS 6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times. CD � ACCESS FOR THE DURATION OF THE PROJECT. W z cv 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE 7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times. P g �' } w W cv Q o OF THIS SITE. B w O 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to \ ram-+ Q 00 U I > 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND maintain the effectiveness of the erosion control devices will be made immediately. - _ Cd - � O t- N GUIDELINES SET FORTH BY OSHA AND VOSH. 9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work. r-A r-AX FIM C M Z77) 4-4z � m 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) 667-3233 OF ANY DISCREPANCIES BETWEEN THE' APPROVED PLANS AND w EXISTING SITE CONDITIONS. �, U J 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY ET0510N ANP 5r-,TIMF_N1" CONTROL NAWA1NF z p CD UTILITIES REQUIRED BY THIS SITE PLAN. .,..� 4 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE Prod sect Description b O PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. •� z � 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% The purpose of this project is to bring existing site conditions in conformance with existing Regulations due to a change in use from a Day -Care Facility to rQ rw DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, an Accounting Services office. w AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER z BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND Existing Site Conditions z APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL w SUPERSEDES THIS NOTE IF PROVIDED. The site has an existing building with crumbling asphalt and broken curbing. The unimproved remainder of the property is grassed. 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE Adjacent Properties APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR This project is bounded by Aylor Road on the west, a 7-11 Store on the North, a Dentist's Office to the south, and residential properties to the east. REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND VICINITY MP SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC Erosion Control Measures WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND COORDINATE THE WORK WITH PUBLIC WORKS. -Install silt fence down slope of disturbed areas and where shown on the plans. 1" - 1000' M5PQN51MEL LAW 05TI..t FT CONIACI NUMPF-P5 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. -Install Curb and Gutter, new concrete areas, and apply asphalt THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF -Install permanent seeding, trees, and shrubs SAREEN &ASSOCIATES, INC. ARUM K. SAREEN (703) 366-3444 EACH WORK DAY. 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE CONSTRUCTION PROCESS. Permanent Stabilization NAME: ENGINEERING FIRM: ARTZ &ASSOCIATES, PLC 540 667-3233 ( ) 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process. ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 EXCAVATION WITHIN EASEMENTS. 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. Maintenance Program CERTIFICATION #: SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650 Vt�01' G�N�� N015 19. TRASH IS TO BE DISPOSED OF ON A WEEKLY BASIS BY EMPLOYEES 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or EXP. DATE V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST OF SAREEN & ASSOCIATES, INC. NO DUMPSTER IS PROPOSED. deficient areas will be repaired or improved immediately. THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540) EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD 20. CURBING ON SITE MAY BE EITHER CG-2 OR CG-6 AT DISCRETION CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE 665-5643 r1 AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND OF DEVELOPER. 21. DUE TO POOR CONDITION OF EXISTING ASPHALT AREAS, IT IS 2. Furthermore, the contractor will make a dail review of areas of construction activit to insure erosion control effectiveness. Additional measures will be Y y PLANS. SANITARY SEWER AND WATER: FREDERICK COUNTY SANITATION AUTHORITY > SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR RECOMMENDED THAT ALL EXISTING PAVEMENT AND BASE MATERIAL BE installed immediately where deficiencies are found. z LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY aches approximately one half of the wet storage for traps. NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH (540) 868-1061 z OF THESE STANDARDS SPECIFICATIONS OR PLANS THE MOST STRINGENT ' REMOVED. APPLY NEW BASE MATERIAL AND PAVEMENT PER ON -SITE THE OWNER SITE CONTRACTOR PUBLIC WORKS & DESIGNER PRIOR 1Z kj U SHALL GOVERN. PAVEMENT DETAIL. 22. NO EXISTING OR PROPOSED LIGHTING AT THIS TIME. ANY LIGHTING TO COMMENCING ANY SITE WORK. TELEPHONE: VERIZON (301) 954-6282 w O V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT TO BE INSTALLED IN THE FUTURE SHALL BE SHIELD AND DIRECTED CD U PE0JFC1- PAIA OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES &REGULATIONS. AWAY FROM ADJOINING PROPERTIES. ELECTRIC: ALLEGHENY POWER (800) 654-3317 CL - V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, AREA OF SITE: 0.5732 ACRES (24,969 SF) GAS: SHENANDOAH GAS COMPANY (540) 869-1111 w %- Q Q CL LLJ WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN CURRENT ZONING: 81 MISS UTILITY: 1-800-257-7777 F-- © J`\ w w � CURRENT USE: VACANT STRUCTURE z w ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) PROPOSED USE: ACCOUNTING OFFICE � Lu O FIM MAI251-1ALL ONP12AL NO1�5 V4. ROAD &BRIDGE SPECIFICATIONS, SECTION 104.04-C. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, BUILDING HEIGHT EXISTING: 19'11 BUILDING AREA EXISTING: 2,819.2 SQUARE FEET INC, <���" U � CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS F.A.R.: 2819.2/24969 = 0.1 1 a �_ `� V �_ DEEMED NECESSARY BY VDOT. 1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE OPEN SPACE EXISTING: 41 % � V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE WHERE CURBING MUST BE PAINTED YELLOW. i OPEN SPACE PROVIDED: 50% _J w FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 2. "NO PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE BUILDING SETBACK REQUIREMENTS SITE INFORMATION: O V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE AT THE FIRE MARSHALL'S DISCRETION. FRONT: 50' SIDE & REAR: 0' ADDRESS: 1013 AYLOR ROAD ( o w ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, BUILDING SETBACKS EXISTING TM #74B - ((5)) - C O VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO FRONT: 44.9 ZONED: B-1 V7. INITIATION OF WORK. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN LEFT: 36.9' RIGHT: 20.0' INSTRUMENT #010017003 -RIP ONPEA110N PAIA WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. REAR: 125.4' VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. PARKING CALCULATIONS DEVELOPER: V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH INFORMATION HAS BEEN DERIVED FROM THE TRIP GENERATION DATA PERSONAL SERVICES (ACCOUNTING) SAWN & A550CIA1�5, INC, CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN PUBLISHED BY I.T.E. 6th EDITION. REQUIRED 2 819.2 200 14.10 SPACES(� PROPOSED 14 ARUN K. SAREEN �1 ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED THE DEVELOPMENT FALLS UNDER THE GENERAL OFFICE BUILDING ADA SPACES REQUIRED 1 ADA SPACES PROPOSED 1 10702 VANDOR LANE BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. (710) SECTION OF THE ANALYSIS. MANASSAS, VA 2 V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND (7O3) 366-3444 V10. MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT THIS DEVELOPMENT ASSUMES 6 EMPLOYEES. LANDSCAPING CALCULATIONS RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN PERIMETER - 1 TREE PER 40' 4 REQUIRED 4310.92 POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. AVERAGE V.T.E.'s = 43 TTREES PROPOOSEDSED 12 TREES OWNER: INTERIOR - 1 TREE PER 10 SPACE 14 REQUIRED 14/10 1.4 TREES MIN & PIRNIMA 5AMN SU Y N01�5 PROPOSED 1 10702 VANDOR LANE 1. BOUNDARY SHOWN HEREON WAS DETERMINED BY A BUFFER SCREENING REQUIREMENTS MANASSAS, VA 20109 FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES. 131 ADJACENT TO RP 25' ACTIVE (703) 366-3444 25' INACTIVE C0 z O N THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS, 1 AL yl' L PLAN W u: STEEP SLOPES, WOODLANDS, OR ANY ENVIRONMENTALRO�LD Z FEATURES THAT WILL IMPACT THIS SITE DEVELOPMENT10, (OTHER THAN LIMESTONE OF COURSE) �T!�5 a L�G�Nt� SEAL AND SIGNATURE M PROPERTY LINE 5'R PROPOSED RADIUS IN PARKING LOT �L'TH OF MAR 1 ¢3 ZOOZ 0 MICHAEL M. ARTZ p "_PT, OF PLANNINGIDEVELOPIV:Al, Na. 1951 N I FREDERICK COUNTY ZONING APPROVAL CHECKED BY: MMA (2 ZONING ADMINISTRATOR DATE NOVEMBER 16, 2001 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THIS SITE PLAN IS VALID FOR (5) FIVE FILE # 000283 SHEET 1 OF 3 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. YEARS FROM THIS DATE OF APPROVAL O O O z CD CD w O CO w�nN n_ r- 00 3 u' 6D o m z 6.0' a I c� z w I ►I I ►i I ►i ► ►` THIS PORTION OF CURBING TO BE ► BONDED AND THEN CONSTRUCTED AT ►► TIME OF AYLOR ROAD II ao IMPROVEMENTS. I) FO I I EXISTING FIRE HYDRANT FIM N1roKAN1' kXAT1ON5 I"-50' O / N CG-6 spy � � IEXISTING ENTRANCES TO BE40 RECONSTRUCTED WHEN VDOT ' 4 F� IMPROVES AYLOR ROAD. DASHED B 'yq q0FlF - LINES INDICATE POTENTIAL ENTRANCE 2g 1`0 _ & CURB AND GUTTER CONFIGURATION 4.0' G Q � � 5 � Q 6� o 'I 20.1' _— O cn ► --- w cV w o ► I QPQ�\� `LO � <r IICl II o rn 0►I n , I I I I I 44.9' - THIS PORTION OF CURBING TO BE 1� BONDED AND THEN CONSTRUCTED AT �\ TIME OF AYLOR ROAD IMPROVEMENTS. PROPOSED CG-6 FO .� EXISTING SIGN \ 25'+- TALL. EXISTING SIGN TO BE REMOVED - NEW SIGN TO BE PLACED ON FRONT OF BUILDING �OQ0, NO EXISTING OR PROPOSED LIGHTING AT THIS TIME. ANY LIGHTING TO BE INSTALLED IN THE FUTURE SHALL_ BE SHIELD AND DIRECTED AWAY FROM ADJOINING PROPERTIES. PROPOSED CG-6 DOOR O 0 M I Wr 0, RAMN 4N IN MAZ5%CII MMIH 5. I KIN5 I ., 812 � I Ll%: WfAL 5f0W 411111111111111 I S 54'08'17" E 250.00' -- -- -- —T i EXISTING EP (TBRB� wr 25, M%G1 0 G��� Op Q � O��`' MI/11CJf Irk 425, ZON it,1 22 SF VERLAP WITH LOT 25 LOT HAS SENIOR RIGHTS e5fAfE5 �41 I I la l I I ( 7 I 1 CCi � O 4' LONG CURB CUT WITH MINIMUM I 02 4' X 10' GRAVEL INFILTRATION & I L _ _— __ • I 12.0' °��° EROSION CONTROL AREA ► I I o — -- 125.41 �w 3 3' CONCRETE SIDEWALK LOCATION TO BE \ o DOOR M - DETERMINED BY ( �Py�� I rf Ilk CONTRACTOR SPA SF� I • �of c EXISTING BUILDING A Obl��2 2,8119' HEIGHTFEET DOOR o I / 18.0' • PROPOSED USE: ACCOUNTING OFFICE o I / I � 0 ► ` 4' LONG CURB CUT WITH MINIMUM / ► 4' X 10' GRAVEL INFILTRATION & I so ► DOOR I �I EROSION CONTROL AREA I i CONC. _ _ _ _ PAD _ — 3' GRASS OR LANDSCAPE STRIP ! I I ( I DOOR z I °I I I % EXISTING EP (TBR) — — — EXISTING FIRE HYDRANT I I I 3 0 o I O N O N I N 54'08' 19" W 250.00' EXISTING ,,,,/ Wr V. PlYMN OWN MAS5 PRIVACY FENCE PLANTING SCHEDULE 1.01' 26, I%11012N E5i'AiES I Wr 21, FLYMN OVWN MAZ5 5FC110N 2 140- / -2`L / 86!5/ 106 0 ZV�yIy�ViVW RT: M51 y/y�VNIYVy♦�� QTY. COMMON NAME REMARKS LOCATION 10 WHITE PINE MIN. 4' HEIGHT AT PLANTING BUFFER SCREENING 10 FORSYTHIA MIN. 4' HEIGHT AT PLANTING BUFFER SCREENING 11 PIN OAK MIN. 2" CALIPER BUFFER SCREENING (D 13 SUGAR MAPLE MIN. 2" CALIPER ROAD PERIMETERS & PARKING ISLANDS NOTE: DUE TO NET DECREASE IN IMPERVIOUS AREA, NO STORMWATER MANAGEMENT IS PROPOSED. EXISTING DRAINAGE PATTERNS ARE TO BE MAINTAINED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE. 0' 10' 20' 30' T H OF 1-/�� c) MICHAEL M. ARTZ v No. 1951 -4 NO SURVE�O �a z z 00 ;~ r) z 0 6, i QD o � I I (\ • � W � O � N W W Q L< O .4 t ry < CO z O an w � N ' w 4-4 °� Wc� z 0 p b U Vl cif W U W t9� 0� � ►= z U Wd �U V W� �J U z < Q W W o �, CL �O W , F� LJ 0U z� j L—J 06 °- z :: ~W O0- Q� e� V) z 0 �n CHECKED BY: MMA NOVEMBER 16, 2001 SCALE 1" = 10' SHEET 2 OF 3 6 NOTES: 6 BOARD ON BOARD FENCE a z <.. Tim IrFLA MAY t3L PRECAST CIR C.tST t+ Y'L.AC£. IRnrSiv;s ,a Le c ..a <:,r `n,.,,.' _� �Y.oinenn ' NO SCALE 21 c0t.K Vc -a K rw..*11S Ai it cAsr W PLACE, 1 Sd A', A'•' I ;R,7?r.5 to tit c;s 4000 P5115 PRLrC.45T. .. .. .... ...-'- -- - -- -. _. ... _ -. ,' __� __.._y.. ..._,�_� <_,:i•nn cn i'i'.7^' 3. 0q;,0 AYYJN C:AIS L +."iFt TER HAVW A RA(M$ 1 !-r� I%a.'i, ll_...._.__._.... S-_.-._-_..� Or no rCET CR LE3-1 fAi.CM; r*X Of CV,1131 SKILL 1 � \ r eda�:ar+U`.tn,AAf'm', t i00 cAc rcft As R!mx. ','C44nALAT`,'M C.Y+tt 4 .1'." �Ct 1 ...'J3-__.t... ,u.� a 4 Sier -{--__ ,, I t { �' T.�^� :U iER.00 � St 1`+.._`' A,.. FOR OsF wtTH S-TAMtZED Or^E.'!-ORADEa DRMAC 'AYM Tt£ 5*M'Ad OF THE Cll'. e ? \ \l&� r I :I: :'ass (a i+i. [:.' -•yL t:.' .�...S-t-.. '- -- ..._ '1st Tut sL CM4TPAFcaL eL I s / �'� 8' 6 4' X4" POST TO Awl roc lq.0 " l&ASE col-OWS } - .. .,c -r•u 4 1 'X6" LATH .$.� z <:. y AAQ TO CD `. i'.k. DEP Tti CF Tt{E PAVr"_M1Hi. _ �� . I w,,,� y �}l, t. ma`s., z.._, i ",. 'NG ;time UAY DE USED attrN I ...�, .o;+T _ � . __.__-_.--j-ut �'� �_!'•'_ (,acrs..., _��. 1.) v f'� Q O iFqS tD",EN�R A& FF(aGLAYS AF* 43 MPH OR _ _ A _...1 < t ___.._._.� �i w -f ( R l£33 tN CEVELOPE0 MVA k 5:9LR')0AN _ ... _ �.ote"A C A o`}a m a os ...� .._........._. e' - V;;ivi7P. roc<!Wor 2 's •r•l ♦ Mr . R' Tltr'ST oFSGN 5PELJS ARr :'o� .rta:rxf_r!,..r: M ry 7 1 " 1 1 w RCUMD STAar)ARa C,', 7 IS, irounes. SEC , IC)t! C -C O ` _..-..._r PLAN YtEtN — — — 2"X4" BRACE CD d- to '� .,1• a I i 'r -jam — — — � t—f wO7 (� N t�o/ t.f� :1)'J.n.Ge; M:U2 C,F,:'i1::Vli.: .'.Ave. 1 `1\ ` z N ^ I w CD I ;,Y`Y Nt+P^. rr.r. 'r't.a^-Se rc r, on 00 jj r �h Thp 1 v- a r+ of r s y / t� 4 Q Q f ! f r, yr li a . 7 - r'-�Clta oe =_ -.^V �vre ,.r,th lJeptr cr fd woc s c rf M 1 1 \ ��7 r C�cn C n r D 6 1 1 m w ..,.....p:.�j•-T- --....THE SGTttwd OF TYE CtW.H A+:C �opa (.na+ a . . .UTTER 1AAY 9' Coti°TnCTI:?--. f? ~eta r n it JL`P."pT'or tr4rc §e', \ t fIf I PARJi.Lr' TO NE ';Luf'C Oi 1 j i `2 rn ti4n lu i'�ePCoo.t nn - 1 1 r z I w ��r 6N-,..>..L........._..._..._.._._.....__..__..�0�—...__.__„............._.._.... T_ SLI)FIA> ^^.+t 9T..£5 PROV;i:fP A t ii 1'y`7...,.....�_.. �:te J (;r t I 1 f .'3� !�r5. A n, r. .ci0!};•.'.r. Y Y U;.rtre c.�•. n-n.c+�i q"JTf nP, c�nv?-„c led I 1 I 0 [n M MAidTAr2t'E . t )`., :n u7r. to tra Fiw ir•n ,-rce:,i unv Fub 1ra0^ �J w C� ? .inSA,zot40 +"." 'G' ice r: r; c" 2"X4" BRACE T>Z AREA uAv oG CONCRETE } SECTION A - A pav+r;,pnt he ::nr ha ::it..:: 1 1 ,� 0" ?t+ Ar TC � r�.r"T;C{i r CCNTHACT`R t +,^,e r�tr 5r:-e.' C) 0 Ln 150."^, :'2' ? 3 4 <( r5 5) n t 5 t'Lf r U xJ ltaric r ! 1 t'v-n*cn::S , VP;j; 6 • Y: Srnac.pra.tLnio.1:on�. -_:, ftr]o..r§>tit :•e:,g..Snc.rr1).p, a.c,}s..a .,- a:r,ta:,uteo�tt rdLt, C}.. ,k..urr4ti•An;.?nr.e.in,n:eY-s. " — — — � //Lij 2"X4"BRACE w 181 1 L— r/� Z Moy a r i ,, p q a' Fed CD SfECIfICASKkJ 6 yq `+1 �'�y ..� •. . . iYc7'EYiCNCG ._,_...._............--_� _....._.. COMBINATION_ti GUTTER �C..Lnt •gin t! ¢,. ;,�:'.t V. rfr,j ^1 . t. CURB & METHOD OF TREATMENT- EXISTING w - IV GROUND ViP.+,,,,YrA Qf;V,"R';ti(YT ar YfiAfd:i°CRTA7tC+`1 z III CONNECTION FOR STREET INTERSECTIONS 24" AND COMMERCIAL ENTRANCE'S 30„ 'H.. i•: �r, r :;Ri;:K. �.( T.a,.'i F TF.An. .P"a`c a!: 2-3" Saucer ��,1�h1tu11Jii C_ Prune out any dead or broken branches, remove / all togs, labels, strings, wires, etc from plot). j "` 2-3" mulch Set top of root ball �1equal to or 1-2" above grade. CONTAINER GROWN SHRUB Dig hole 2-3 times width of root boll. BALL & BURLAP SHRUB SHRUB PLANTING (NOT TO SCALE) /-2" 5M-2A 19b MIN. 6RAM � GOMPAGTED 5UBGRADE 6 " COMPACTED 21-A MINIMUM ON --SITE PAVEMENT DET. NOT TO 50ALE Remove container; use sharp blode to moke four 1/4"-1" cuts the length of ball and cut a 1/4" X on bottom of ball; loosen compacted roots. Prune out any dead or broken branches. tags, labels, es, etc. from Prune codominant leaders --- Prune rubbing or cross branches - - Remove tags and labels - Cut away all balling ropes Remove top of wire basket _- DO NOT purne terminal leader or branch tips Prue narrow crotch angles and water spouts --- Prune broken branches Prune suckers 2' - 3' mulch kept away from trunk Soil well to contain water mulch Set top of root boll equal to or 1-2" above grade. "•: ,4•-�� - .` � UNAMENDFD backfill soil _ Partially backfill, water to e & burlapWiden and score hole wall — — — settle soil, finish bockfilling ro P d ball. ----_ Remove container and cut circling Area for water drainage roots if container -grown, or as much - �PlPe or the could be installed) burlap as possible if field -grown Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width ' DETAIL TREE PLANTING DETAIL (NOT TO SCALE) WHEELSTOP TO BE ANCHORED WITH #3 REBAR (MINIMUM 2' LENGTH) PAVEMENT PROPOSED GRADE REBAR WHEELSTOP DETAIL NOT TO SCALE HDCP. PARK. SIGN ANCHORED WHL. STOP TYPICAL STRIPING DETAIL (NOT TO SCALE) DETAIL OF REQUIRED 3—FOOT SEPARATION (Per Sec. 18-6-2.3) LIGHT POLES (MEASURE TO MEASURE TO DRIP LINE OF FURTHEST CONCRETE BASES IF , PROJECTION (SIGN, FACIA, LIGHT, ETC.) ABOVE GRADE). _ _ IF CLEARANCE LESS THAN 15' HIGH. �' ` OTHERWISE, TO FACE OF COLUMN OR WALL. TREES AND SHRUBS 1 N OVERHANG (AT INSTALLATION) LIGHT CARELESSEXP.RE,(B L UPRIGHT SIGN I / "DIRECT DEMURY I z 71) YOUR FRONTDOOR" 1 1 CO t L o Z *3' MIN.LAISLE —3' ORPARKING STALL MIN. 2' - - t— MAS. SLOPE 6" ABOVE OR BELOW PAVEMENT - MAXIMUM AISLE OR SLOPE -- — AISLE OR -- SIDEWALK OR PARKING STALL PARKING STALL FOUNDATION 3' MIN. PLANTING 3' SEPARATIONS ARE NOT ENFORCED ON END ISLANDS WHERE VEHICLES DO NOT OVERHANG. MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3-FOOT AREA WILL BE CONSIDERED ON A CASE BY CASE BASIS. NOTE: PROVIDE MIN. 1.5' SEP. FROM EDGE OF SIDEWALK TO FAR SIDE OF WHEEL_ STOP FOR BUMPER OVERHANG. 3"r..,, 2' A. CD SURFACE co Y. • BASE 6" SUBBASE STANDARD CG-2 CURB oZ�LY N OF MICHAEL M. ARTZ v No. 1951 Z OI— � w 0 � U C.� w � Q� wILLJ v) w o CD W Cn CD z � w LLLJ zry C/-)_ 06 �Z �l v 0 (D C1 w OO LO C -) w z w Q w a w M M 0 C) CV w f- 04 Q04 0 CD CHECKED BY: MMA NOVEMBER 16, 2001 SCALE: NA SHEET 3 OF 3