Loading...
HomeMy WebLinkAbout032-95 Amoco Convenience Center - BackfileGENERAL CONSTRUCTION NOTES � CATZZV GAP 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the SWEET XDEX completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Orginia Department of Health, Frederick County Sanitation Authority and the contract documents. l C0�£R S/��% 2. The engineer has attempted to locate existing subsurface utilities; however, such moy exist that ore not shown. 695 The contractor shall exercise care in this work so as to ovoid damage to any utilities. Any damage sha/l be the "Miss 2 SlTE' DET/ELOP��c�NT PLAN contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll Utility" 1-B00-257-7777. J. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall ,� O��S/Tt� ,� ✓r��� �l.S�®Sr�L �/�N be verified in the field by each contractor prior to beginning the work. The Engineer will approve a// cut sheets. `" 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to 694 ¢ l�?ROF/L a' ZOOS attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, a// permits required of this work and shall foithf� tiv adhere to the permit conditions imposed. PROJECT POND �i �1iSCELLAN�OUS ®NAILS 6. All grading four improvements to be confined to the project area. Any work performed offsite is the Contractor's AREA5riENT/ON responsibility. 7 Temporary and permonent erosion control structures and methods to be in accordance with the Krginio Erosion Control Guidelines and focal ordinances and to be utilized during the construction period. B All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced ore to hove stone base installed at the earliest possible dote after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 9. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 10. All unpaved areas of the site which ore disturbed by this construction shall be provided with 4", topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 11. Burning of land clearing debris requires a permit from the Fire Marshall. Burning of construction debris on site is prohibited. 600 692 12. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and on-onge for inspection by the County as necessary. 13. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority 692 Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort, O 699 52 14. Design features relating to construction or to regulation, control and safety of traffic moy be subject to change as deemed necessary by V. 0.0. T. 15. All fill, base and subsurface material shall be compacted to 95Z of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 0r of optimum moisture. Independent compaction tests may be required for verification by V. D. O. T. 16. Access for emergency vehicles must be maintained at a// times during construction. Temporary street signs Q must be posted as construction begins. Controctor must ensure that parked vehicles do not impede access to fire 691 hydrants. Fire Hydrants are not to be obstructed at any time. 17. V.D.O.T. approval expires three years after approval dote. Vicinity Map Scale 1" — 2000' U ,i OO APPRO VED v j H e O O Q O O LPL— Q Il Iwo � Il O Il C°� 9 Il m CD o " zon��n�o Af AOSTR �=® G— o � 4 Mis owsky, Jr 0 CERTIFICATE NO. O v 20 74 , � R W1 E ED Q �alCk�]ll�eey°S -' �eaalIbd Planners— SurveyorsPROFESSIONAL U� OWNERIDEVEL®PER ENGINEER Job Numbr\r- SUE C. YOST 150—C 01de Greenwich Dr. 200 North Cameron St. 1506 NfYl HOPF ROW Fredericksburg, Virgginia 22401 Winchester, Virgginia 22601 E;:l���� N����� � O� CROSS JUNCTION, VIRGIN/A 22625 (703) 89811 15 (703) 667-2139 PHONE. ��8—J540 Q Q b a 4 0 4 SITU DEVELOPMENT SUM94RY v; 0 0 Q Q) O Q PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING Ob ANTITY ACER RUBRUM RED MAPLE 1 "" CAL. ® 4' HIGH AS SHOWN 7 0 OUERCUS PHELLOS WILLOW OAK 1 "' CAL. ® 4' HIGH AS SHOWN 11 6 5 4 8 3 A C R E T R A C T_ SUE B. YOST TM 6-A - 75H Zq'NED RA USE:FESIDENTIAL r B.M.-R.R. Spike Set in Power Pole De v. 1106.73 DO SLAG RIP RIP DMH rr 4 7ffit t _ - - CULVERT SIZING CALCULATIONS NEW RCP 0 DRIVEWAY DRAINAGE AREA=1.01 ACRE DEVELOPED C = .75 (75% IMPERVIOUS) TIC) = 5 MIN. L10 = 6.8 IN./HR. Q10 = 5.2 C.F.S. CAPACITY 1 T RCP 0 1.54% = 7.5 C.F.S. Hw/d = .95 CHECK EXISTING 18' RCP (EXTENDED) DRAINAGE AREA = 1.01 + .30 = 1.31 ACRES DEVELOPED C = .75 (75% IMPERVIOUS) T(c) = 5 MIN. L10 = 6.8 IN./HR. Q10 = 6.7 C.F.S. CAPACITY 1 T RCP 0 7.33% = 28 C.F.S. Hw/d = 1.0 ROGER & CAROL CROSE-N TM 6-A-75C ZONED RA USE: RESIDENTIAL _ _._ _ • - - - ! 1,iGi.32 X. fT. 17.5' N ffA ll SIGHT DISTA CE 550'+ PROP.. Dl-3B x i1 � UX aN W 5 of 5 85 L f. - le A'P RMOL-1108.25 17.�.tf ft /M=110500 /M! OUT=1105.95 I r4'• L }f /t' ALL CURB AND GUTTER ON ROUT£ 522 TO BE VD 0. T. SM CG-7 Q _ � ALL ON CURB AN1Z_ GLITTER _o TO B£ 1!D. 0. T. STD. 00-6 jy THE WRCIIV14 DEPARTMENT OF TRANSP0RTAT/ON - y - - � ®YA9T W 12 HIAfRFX RIMS W OF HAS NO L 81L17Y OR AMA/NTENAA CE RESPONSIBIL17Y I/ ►2Y £L' PM E7 FOR 1HE ON 51T£ DETENTION POND. v I0196 ;9 LOT 1 Springdale Subdivision Section 1 r' KUPISZEWSK/ p TM 6-6-1 Q ZONED RA •� USE.- RESIDENTIAL tL o` • w J 12 O c�/J7 C ROBERT & CARMEN AL KIRE TM 6-A - 75D wy� e �� VVIV i r1 ' " T ASP%f CW.. RM IMF-1A V SI /G'VHCT1 r`MIS NCE 550'+ ---- 1" P SZOff MOM W of fAWACHr SPEED LIMIT POSTED 55 M.P.H. P. H - AND 200' TAPER EXISTING 200' L.T.L. N.V3,L'- i 20 i 40 :i i H of o � MRonald A. Mislowsky, Jrr O CERTIFICATE NO. - v 020674 a REGISTERED PROFESSIONAL ENGINEER _ ZONED RA USE: COMMERCIAL .ra _ 871,58" , REMOVE EXISTING FIELD '�- ENTRANL'f AND RESTORE RIGHT -OF --WAY ,FINAL SITE PLAN L- rDAT h5- B.U.-R.R. Spike Set in Power Pole Elevation=1133.14 SN ALKIRE 77 Exact ,bw&v1 of end of mutt nat be a! Wnaiaed n the Pff 10 Ar An0o EX/STING LOT AREA . ..••• ••••. •.••• ••• •••••• 7..78 ACRES 270NING ............................... ......... B-2 CURRENT USE .... ....... .. ... . .... . ........ VACANT 1rAX MAP .................. ........ .......... 6-A-75I S'ETBACKS.- FRONT........................................... 50 SIDE......................................... 0, REAR................. ... ................... 0' FLOOR AREA • • ..................... . 2,800 SO. FT FAR ALLOWED . ............ • .. ..... ....... 1.0 FAR PROVIDED ............ ... . ..... - .008J PARKING SPACES REOU/RED • . . • . • 14 AT 1 SP. PER 200 SO. fT HANDICAP SPACES REOUIR£D .................. • 1 STANDARD PARKING SPACE' PROVIDED • • • • •• 15 HANDICAPPED SPACES PROVIDED • . • • • • . - 1 TOTAL SPACES PROVIDED ................. 16 LANDSCAPED AREA REQUIRED . • • 50, 8J5 SO. FT. LANDSCAPED AREA PROVIDED ........ 266, 996 SO. fT. PARKING AREA LANDSCAPED REQUIRED: PARKING SURFACE AREA - J, 024 SO. FT. REOUIRED PARKING AREA LANDSCAPED 151.2 AT 5A' OF PARKING AREA PARKING AREA LANDSC4PED 180 SO. FT. PARKING LOT PERIMETER 428 FT. PERIMETER TREES REQUIRED 10.7 EA. AT 1 TREE/40 FT. SPACE TREES REQUIRED 1.7 EA. AT 1 7REE/10 SPACES TREES REOU/RED 12.4 EACH CANOPY TREES PROVDED - 14 EACH DISTURBED AREA 5.5 ACRES b?UFT£R REOUIRED CATEGORY TYPE '8* EX. GYMMMX X & AL )KIRE5 PAS 704S 70E Above Ground TnkConnte Pod R Ilia �.� Ex Ocncrr+t° .. .i Booth r NOlzf1-I � II r�,.r1n.� I I L. T_. L. EXIST. _.11_-- .. -- ._ Jlrzlr ,4r'P 0 409,f I1 1 I it 6 Rbn.1113.60 Inv..1111.10 LE/GEND.• Benchmark Utility Pole �- Overhead Utility Lines - Uq - - Underground Telephone Lines • Telephone Pedestal 1129.0 Existing Spot Elevation Proposed Pavement Proposed 2" Pavement Overlay Proposed Concrete Surface Proposed 6" 21-A Compacted Proposed Grass Curb and Gutter Inlet Protection _ Silt Fencing M - - (NOTES. 1. The property shown hereon is a portion of the land conveyed to Sue C. Yost by deed dated 4 March 1988 and recorded among the land records of Frederick County, THOMAS & LESA COOKE Virginia in Deed Book 688 at Page 611. TM 6-7-5 2. Boundary information shown hereon was ZONED RA taken from a plat made by Thomas A. Shockey, L.S. USE.- RESIDENTIAL doted 23 June 1986. 3. Topography shown on this plat is based upon field run survey by G.W. Clifford & Associates, Inc. doted 26 January 1995. 4. Iron rods to be set at property corners. 5. Future Pump Area to be Graded & Compacted 6. Off -Site VDOT Improvements Required Prior to Final OccuDoncv Permit. RESERVE AREA \ \ 30' DRAINFIELD ,_�,.-• I EASEMENT DRAINFIELD i i i \ \ \ LANDS OF \ SUE C. YOST \ TM 6 ((A) PCL. 75 \ .F \ \ V�< I \ I f \ \ I \ \ I 5fWR Uhl TAW. AAID OR4/ EP TO B£ 1A6TAUf,0 PER 5f1YAGE �' 4 D/SPOS& SYSTEM 00A6TRLi^770N PERW CS-94-491. REfFREACE 6 ALSO M40f TO Af E1H'NWfO RON DLSMWITIOW SYSTEM PLAN PREPARED BE XW A V9 A.SSYk 47 S AND LW M9 8 ,X NA 1 M THS PLAN /S FOR REFEREACE ONLY AND AOT fOR 00A6'TRUL'WN THE PER IT CS-94-491 \ AS i7Y£ C.WLY APP MO C0A6TRUC7,CIN A'.L'Y/,NLSNT. 1 .31 5 5. 4 8 3 A C RE T R A C T SUE B. YOST 7M 6-A-75H ZONED RA USE RESIDENTIAL N 12*18'04' iZ 769 92' r' MW rw _.-... 1- I 90t saw AM Qww qawomv ARWAIS ©(t SCALE: 1" =20' r ROBERT & CARMEN ALKIRE TM 6-A-750 ZONED R4 USE• COMMERCW 8871'58' E 34' \ OBERT CARMEN ALK/RE TM ' f-Ah 77 ZONEED R4 USE COAWfVCAL I _ R. 1.0 _»--- - - THOWS & LE54 COOKE TM 6-7-5 - _ -- F. ZONED RA - USE• RES/O£NTLAL ROGER & CAROL CROSENTM 6-A-75C - -- — - ZONED RA USE RESIDENTIAL • a:r.-ram S9 1 dMAWAME 60 30 0 60 120 ( IN fEE7 1 inch = 60 ft. P�1 H OF ? -p gRonald A. Mislowsky, Jrg O CERTIFICATE NO. - V 020674 'cb., REGISTERED PROFESSIONAL ENGINEER AL K/RE5 STORE f= _1 • •• LEGEND., Utility Pole Overhead Utility Lines — -- U9 — — Underground Telephone Lines • Telephone Pedestal 1129.o Existing Spot Elevation Proposed Pavement Proposed 2" Pavement Overlay Proposed Concrete Surface Proposed 6" 21-A Compacted Proposed Grass Curb and Gutter Inlet Protection Silt Fencing U 3 10 F; 1 I i') 4 1 0' 1096 -- 10, 2 EX/STING o PAV£MENT h Xb7/AC P%fkTNT 'LOPE. 1/47.1' MIN SECTION A -A O LID 14' 11.50' W v EXISTING PAVEMENT r-TO BE MODIFIED PER SECTION D 5' BM-2 * A07CH EX677AG PAkf Mf1V7 ' CRGLSS SLOPE. 1/4.-1' mIN 8218 ,SECTION B-B 165 LBS./S. Y. - 2' SM-2A r 219 20, .T' 14, 10' Q � c r O O L14 EXIST/NG PAYU£NT c W c 14 6" BM-2 $'M4XH LIVIT/AC PAWMfNT �• 21B CPOSS• SLOPE. 114'.'1' A//N. SECTION C-C 0) Q0 0 r co 0 00 0 0) 0 00 0 cp 0+00 1 +00 STORM SEWER PROFILE 2+00 GRAPHIC SCALE 20' 70" 0' 20' 40' 1 INCH = 20 fT. HOR17 1 INCH = 2 FT. VERT. PAS H OF �F, L� o 0 Ronald A. Mislowsky, Jr2 O CERTIFICATE NO. - v 020674 REGISTERED PROFESSIONAL ENGINEER Z Z v 40' RIGHT-OF-WAY r 13 I� I 9' 9' 9' 8' 4' Ix -SHOULDER o V1 1..r VDOT CG-6 y i —165 LBS./S.Y. SM-2A 6' �5 6" BM-2 -....:..._:.. . _.......................... - 1-1- EX r SM- (TO BE REMOVED) * EX. 6" 21-A 2` 21-8 6" 21-6 ACGR. 165 LBS./S.Y. SM-2A 165 LBS./S.Y. SM-2A -C BM-2 *DEPENDING ON CONDITION OF EXISTING 21-A 6' BM-2 AGGR.. AFTER REMOVAL OF THE SURFACE THE 8' 21-8 STONEE MAY HAVE TO BE REPLACED WITH T 21-B 21-B AT DIRECTION OF VDOT INSPECTOR. _ SECTION . D PROPOSED GRADE PROPOSED CG-2 12' 12' \ / EXISTING Lj GROUND EX. PAVEMENT 165 LBS./S.Y 2" SM-2A \— 61 BM-2 *MATCH CROSS SLOPE \- /8' 21-8 1/4" 1' MIN. FUTURE SECTION E BY OTHERS I N 12 12, U-) MATCH EXISTING PAVEMENT ELEVATION 2" SM-2A OVERLAY EX. PAVEMENT �' EXISTING PAVEMENT (31 MATCH CROSS SLOPE ANY FILL AREAS 1/4":1' MIN. TO BE BM-2 FUTURESECTION F BY OTHERS Ui 4 O Q 4r X 4' WOOD RAIL it Dk I l_ J - SECTION A SLOPE FOR DRAINAGE i r � 6- CONCRETE SLAB W/ 66 ��/ A A -WIRE MESH SEAL CONCRETE m m SLAB AGAINST EASE ABSORPTION) L J EXPAt4" JOR(T AT EACH POST FOOTING (TYPICAL OF 4) 6' 6' 0 (2) 5 CONCRETE FILLED POST 12'-0' u PLAN VIEW to 0 IA 1/2' 9' -DRIVE ON _PS T]�t_*NSS C YEW ZZ "� ) STEEL TUBING 1 1/Y SWARE STEEL ALL SHOP WELD 7 JWrS caw 9' - 4" 1 �Ial !v i roil 2, 1 1 FOOTING %P 1, 8 ROUGH SAWN BOW6'-4' LONG W1TN 3/Br SPACE • r BETNEEN BOARDS NG 3/8' RIDS S Al CONCRETE 'ATES IN OPEN ED POSITIOPIS. __Ic- (A" ME #ft FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL I i SIGN DETAIL SCALE: 1 =3' Inv. In = 1091.5 Top of berm at 1098.0 Emergency overflow at 1096.25 Proposed grade -,, Embankment 12' CMP at 0,567. Anti —Seep Collars to be 3' x 3' and be placed 24 ft. apart, centered on the embankment. One of two shown Embankment to be placed and compacted in 8" lifts. No topsoil, organics, or stones greater than 6" diameter shall be used. Material shall be compacted to 95% of maximum density at 2% optimum moisture. Clay Core to extend 5 ft beyond ends of embankment, and 2 ft below existing grade. The top of the core shall be Elv 1095.0 Depth of Core Trench given is general, actual required depth should be determined by soils specialist at the time of construction. Maximum side slope is 1.1 Cloy core material shall meet the following: Unified classification: SM, SC, ML, MH, CL or CH Particle size: 100% passing 1 /2" sieve �'I H O F r4�� Li O � Z Ronald A. Mislowsky, Jr2 O CERTIFICATE NO. — U 020674 REGISTERED PROFESSIONAL ENGINEER _AC/ �w Clay Core 24' IE-� 24' E 0 0 a� c a� U Section AMOCO COVENIENCE CENTER DETENTION POND EMBANKMENT CG-7 This area may be concrete of the option of the contractor — This curb shall be used when design speed Is greater than 40 MPH on Rural highways and 45 MPH in developed Urban and Suburban areas. —� 3' _�C_ 36' Class Al rip rap lining on crest Class 1 rip rap lining on channel over slope Cushion Pipew/ � 36' ANTI —SEEP COLLAR DETAIL not to scale Inv. Out = 1091.25 #5 Bar E.F. 3000 psi Concrete collar 12" thick .2" 5' t 2" R e . I" R' e • v .P ♦ a • • c 0 II • ♦ J The bottom of the curb and "'�r.—_--- -- gutter may be constructed parallel to the slope of sub- -7 surface courses provided a 7 — 2 0 minimum depth of 7" is maintained, When combination mountable cutrb and gutter Is used, the Standard Entrance Gutters or Standard Connection for Street Inlerseclions are to have the mountable curb configuroUlon incorporated When this standard is to be tied Into existing barrier curb, the transition is to, be made within 0' or the change in standards imade at regular openings NoteComb curb a gutter having o radius of 300'or less (along face of curb) sholl be paid for as radial combination curb 9 gutter This Item may be precast or cost In place Concrete to be Class A3 if cast In place, PSI - 6000 if precast COMBINATION 4" CURB & GUTTER SPECIFICATION REFERENCE VIRGINIA DEPAIRTMENT 105 of 201 04 TRANSPORTA•T ION 502 W1 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Deportment of Trcnsportotign, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities,• however such may exist that are not shown. The contractor shall exercise core in this work so as to ovoid damage to ony utilities. Any damage shall be the contractor's responsibility. The contractor shall notify a// utility companies 72 hours prior to construction. Coll "Miss Utility" 1-800-257-7777. J. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified /n the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense; all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Temporary and permanent erosion control structures and methods to be in accordance with the *-ginio Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 8. All erosion control structures shown or as required during construction shall be contrnuous/y maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to hove stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 9. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 10. All unpaved areas of the site which ore disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cored for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced leveled and seeded to achieve lawn conditions. 11. Burning of land clearing debris requires a permit from the Fire Marshall. Burning of construction debris on site is prohibited: 12. Water and sewer lines ore to be constructed in occordonce with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and orronge for inspection by the County as necessary. 13. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 14. Design features relating to construction or to regulation, control and safety of traffic moy be subject to change as deemed necessary by V. D.O. T. 15. A# fill, base and subsurface material shall be compacted to 95� of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 29 of optimum moisture. Independent compaction tests may be required for verification by V.D.O. T.. 76. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fr -e Hydrants ore not to be obstructed at any time. 17. V.D.O.T. approval expires three years after approval dote. SUE C. YOST 1506 NfYl HOPE ROAD CROSS JUNCTION, VIRGINIA 22625 PHONE 668-3540 CATY7 GAP 695 694 PROJECT AREA �r+ 600 692 0 699 52 692 693 Vicinity Map Scale 1"= 2000' I KC9 `N `. �' .�` ,,/ I I _'111 A ni 1! 1! 1 1111 1,F I 1 111111 1 M ►'. �'1 (Engineers - Land ]Planners e Surveyors 150-C 01de Greenwich Dr. 200 North Cameron St. Fredericksburg, Virgginia 22401 Winchester, Virgginia 22601 (703) 898-2115 (703) 667-2139 �i H OF 4 ZAhti�ky, o CERTIFICATE NO. - v 20 74> t � Z R GI TERED PROFESSIONAL ENGINEER _ b SHEET 1 COVER SlIEET 2 51Y DEYfLOPMENT PLAN j OFFSiTE SMAGE DISPOSAL PLAN 4 RROFIMS do SECTIONS 5 /YTENTION FOAL? & MISCELLANEOUS ,DETAILS APPRO VED J ZONING A® ,/h//STRATOR Job Numbte-r-0. 4159 BJDh( ro- \4 t D� � N u m b 10- \ r 1 5 0 1 ff SITE DEVELOPML'NT SUMM4RY PI ANTING SCHL'DULL' ��� EXIST/MG LOT AREA - 7.78 ACRES ZONING 8-2 BOTANICAL COMMON NAME SIZESPACING QUANTITY \ O LOT 1 CURRENT USE VACANT ACER RUBRUM RED MAPLE 1' CAL. ® 4' HIGH AS SHOWN 7 Springdale Subdivision AX MA .. ... . 6-A- / Section 1 SET5ACKS• p FRONT .... .... 50 OUERCUS PHELLOS WILLOW OAK 1KUPISZEWSK/ " CAL. ® 4' HIGH AS SHOWN 11 U 6-6-1 Q SIDE ... - - - 0' ZONED RA / REAR .......... ... 0' USE. RESIDENTIAL i t FLOOR AREA " " " 2, 800 SO. FT �.. FAR ALLOWED ..... 1.0 FAR PROVIDED - .006J 6 5 4 8 3 A C R E T R A C T 0 PARKING SPACES REQUIRED '' 14 AT 1 SP. PER 200 SO. FT. SUE B. YOST HANDICAP SPACES REQUIRED 1 TM 6 -A - 75H k STANDARD PARKING SPACES PROVIDED 15 ZONED RA O, W HANDICAPPED SPACES PROVIDED 1 USE., RESIDENTIAL ( TOTAL SPACES PROVIDED ' ' ' ' ' ' ' 16 IT LANDSCAPED AREA REQUIRED ' • ' ' ' • ' ' 50, 8J5 SO. FT. Al LANDSCAPED AREA PROVIDED 266,996 SO. fT. J _ I v PARKING AREA LANDSCAPED REOU/RED.- ' ROSERT & CARMEN ALK/RE PARKING SURFACE AREA 3,024 SO. FT ,4 O B.M.-R.R. Spike Set• N 1278'04" TM 6-A-750 REOU/RED PARK/MG AREA LANDSCAPED 151.2 AT 5X OF PARKING AREA _ ZONED RA PARKING AREA LANDSCAPED 180 SO. FT. 769.92' in Po wer Pole \ - _ !� - - -� _ _ - �. _ _ _ _ _ _ _ f USE` COMMERCIAL PARKING LOT PER/METER 428 fT. EIe v. =1106. 73 - - `'-- _. -- / t ` PERIMETER TREES REQUIRED ' 10.7 EA- AT 1 TREE/40 FT 87158 �+ SPACE TREES REOU/RED " 1.7 EA. AT 1 7REE/10 SPACES - _ P 40' ER L/NE �! "---_ _ I %' M TREES RE©UlR£D 12.4 EACH >i� �• - _ 71, 0 H Power _ - -` - _ 1 , CANOPY TREES PROVIDED 14 EACH REMOVE f)(ST/NG FIELD D/S1URB£D AREA 5.5 ACRES _____ „z.; 1 AND RESTORE ENTRANCE - - - r BUFFER REQUIRED CATEGORY TYPE 'e RIGHT-OF-WAY v CATEGORY "B"' Bf}f{L<R RSWRED _ _ _ ` - x LEGEN9 AV SCR EN � ` � � _ _ 1132 9 � � _, %�. � ° B.M.-R.R. Spike Set f I 150' hwTJYE TV 6 A 751 /� `� '�� �` in Power Pole Benchmark 50' ACTNf \ Ex/srA�C �i Elevation=1133.14 ?LXI' rorAL 7. 7 8 3., A� R E S �, Utility Pole \11-0 ` I. \ �o49' 1 � `• I •,\ --�- Overhead Utility Lines 09625 4o9s.2s f � � ... i .� -• ��•• � Underground Telephone Lines u 1110 - - tC - _ - -.. ` D 2 ' Telephone Pedestal _ 1141CTNE BUfffR LI - - _ • e p one T \ :.. > _ _ t __ __ \ F (/ T 29.o Existing Spot Elevation L/AlE _� a It3lTtii' P roposed Pavement FUTUR t' (n ; `, ..,.. _ '.1i t Proposed 2" Pavement Overlay .............. v•. ,:. "��CT`"' Pro osed Concrete Surface r. a 12' ASPtwcT ccurEO.... - 7a ......................,. ,� FnX4o;;YR PAD M'/A! S . .. z9 -- '; ............. .............'.:. ^....... , ., oo ti OBERT do ,, CAX?MEN AL KIRE �� CUP I O. �f a:. . /' OPAQIUE FEACE. /4/t4C .. '.•.•.'.'...'.•.•:.'.'.-. ".-.•.•.'.•.'.'.': .':.-.'..... ....'!.': .•.•. •.•.'.•.'.'.•.'.'.'. .-.•. •.•.• •.'.•.• .....•.•. i ,.. .. ••'-- ..... �r .. - 'T O n ' R7 6E hIGM R 17i1N...................................... ? - 1 } -'4-77 Proposed 6 21-A Compacted ' IJUUAw°SIFR. t...1._ •.'.•.' ' ?�E:. TM 6 s•. .. . :': . Y:Y. ,: ; D ZOA, �D RA �o $ :::. t•.� '•:•::•::':::� :':':•:•:'r�'� -ram=lea'''•'•::•::.............. USE.• COtiXMME14ClAL 4 Proposed Grass 9 , r of CN4�A9fR � • i, -- Curb and Gutter f-M f,y 5 1 ""` _.__ __ Inlet Protection 1-45 BEAQ7 f 7- 15Gi7 G�IC �7/vr+�. �AVINl£U \ 4 - +� rnoJ �/ pie caub _ Silt Fencing :::': 1kb .. 3TA i r� I SEPW TAA6t5 :'.:.. ::: 14r�jc. arw n Irk t800 SF. ::.. LbYflLriS�G`1417 _. _ - - bona ro' i I cLEA~aur (»pr4c) % +� a'y . - RELY/RM AT 50' -. "'I - - INlER1'ACS ::.:::.:::'.:\ rAPEA+' Ar CUP9 , t r2 .3 rAAa� Y pIES1t�R1' L.w ... .. _1120 1 AIR STATX)N c. _ ,� .. .. t: a h t \ t mac EX GLWI!<1X bt?X ON 4x4' XAC. PAQ ;....:...'.':':' ':' 5 : S1L.. ALKIRt - h ( ¢'. to, .6r . k � \ � ' r ti � / PlZLr3l/LS ICJ rPE7t14M _ - ::irC�vCRL7E : s..:a+.. ytSPlplT •� v Ground � Above S.' a.'.'.'. \ . J l ! .�j/CAF ranks N Pad ones V ' -i ' C ''t t . - - t G_ l i ONO r - V t 2 ,t r � e • a i l i Oon TELEPhOR1E �rN - E , 6 .. Gu 1 \ e Y r Gl'i t `t ON 4x4' GYJAC PAD .!' .`'r. ,- , t t t - I 1 JV' l7N/7 1VN/I� P!''.':':� .. CQIIt. ql✓ 7.,. `>. 12bT �° : C found a 4.'. . f�ilE -- ¢ r PROP, Q P. Of 4 ! f t (n i0e11�.1'fiSEA? ... r�:'::':':' yf' % 6oam to .�.-.-•� : .. .. n - - . 1. ieF••'•'•''•. Te1e rw - 1 y . P i o ........ .. _ �...... - ,.... - .......... rr - - ... R. 1.99x - ' r IIC� 50'a - p �• 12 Lf. - 1L+1'FCP- REO'D. 1108 ' .. . - �1GYiIIF EXSIAIC T. L _ �. :.� -- I EXIST. - L _. 1 J - S'-IX -VA'lf firP 0 409,E _. _ z poi �`�y , �, L. R �i >N.. __ _ - _ _- _ LZ577AG RIP RAP �8.41 - - i _ -- - - - - G C U.5• 10' IAlDE PArfO ShpGID!<iP Iu 917CN ,.......... -- - - _ - - _ _ _ _ - - �11i1li7 pIY.� 6' _ U . `. _ ... _ - - 2• ASY MLT GlDAC TYPE lA I RIM- v-1111 io .•. -- _ W ,�a• C _ _ _ CENTER srav IZ/ - �L_ / - 1 IJaJ2 Z FI _ _ _-• _ _ . - V Pam' _._------ 1'• r sLaAE Fhnw Ez�E Of PA►�'AEA? EX,5111W 2 __ _.-_ .. ti SIGHT DI /MIT 50- _ NO.TES• SIGHT DISTA CE 55 PROP. N-,3B x j; L', 1 SEE DETAC ON SM 5 OF 5 R5 Lf. - Ir RCP P. H. SPEED L _ - ---- 55 M _ - _ _ R/{OL- 110925 T /M! /A_ 1105 00 1. r�-• • 7MAPE , • tX• L r- A POSTED _ - - AND 200' T ? 00' L. T L. o /NV. OUT=1105,95 _ _�.. EXISTING NOTE. rH"r=1a Inv.=lloa6,a - ALL CURB AND GUTTER ON ROUTE 522 / ---- N [3, I„ _ S TO Bf V.0.0. T. STD. CG-7----�- ---� , ALL ON -SITE CURB AND- &,g7f/P _- • ` J/ _ _ TO BE- VD.0. T. STD. 00-6 - ROGER & CAROL CROSEN - --- - - JWT C.>; 12 NVdW, P RAI,PS CULVERT SIZING CALCULATIONS TM 6 -A - 75C THE VIRG/NIA DEPARTMENT OF TRANSPORTATION jI` D AT AWi fXW of NEW RCP ®DRIVEWAY ZONED RA USE: RESIDENTIAL HAS NO LAB IL17Y OR MA/NTEN.4NCE RESPONSIBILITY / WT IifsPT7W DRAINAGE AREA=1.01 ACRE FOR THE ON SITE DETENTION POND. DEVELOPED C = .75 (75% IMPERVIOUS) T(c) = 5 MIN. Lto = 6.8 IN./HR. Qto = 5.2 C.F.S. CAPACITY 18" RCP 0 1.54% = 7.5 C.F.S. Hw/d = .95 CHECK EXISTING 18' RCP (EXTENDED) DRAINAGE AREA = 1.01 + .30 = 1.31 ACRES DEVELOPED C = .75 (75% IMPERVIOUS) T(c) = 5 MIN. Lto = 6.8 IN./HR. Qto = 6.7 C.F.S. CAPACITY 18" RCP 0 7.33% = 28 C.F.S. Hw/d = 1.0 49MAI .1 40 20 0 4'80 IN FEET 1 inch = 40 It. Gi' 7"AOSWAI -Z r4:�_ H OF 0 c, :�Roncld A. Misiowsky, Jrz 0 CERTIFICATE NO. - 0 020674 'cbo�, REGISTERED $ PROFESSIONAL - ENGINEER - ;FINAL SITE PLAN P - DATE A5- 1 . 'The property shown hereon is a portion (of the land conveyed to Sue C. Yost by (deed dated 4 March 1988 and recorded (among the land records of Frederick County, THOMAS & LESA COOKE Virginia in Deed Book 688 at Page 611. TM 6-7-5 2. Boundary information shown hereon was ZONED RA token from a plat mode by Thomas A. Shockey, L.S. USE: RESIDENTIAL dated 23 June 1986. 3. Topography shown on this plat is based upon field run survey by G.W. Clifford & Associates, Inc. dated 26 January 1995. 4. Iron rods to be set at property corners. 5. Future Pump Area to be Graded & Compacted 6. Off -Site VDOT Improvements Required Prior to Final Occupancy Permit. C J RESERVE \ X--- AREA DRAINFIELD I 30' DRAINFIELD EASEMENT LANDS OF SUE C. YOST TM 6 ((A) PCL. 75 SfWR LIM3f TAN!(. AND DR4/NF/fLD TO BE /A6T�LL£D PER SEWAGE F DLSPO-W SYSTFM CMS7RLCTION Pf W/T CS-94-491. REFER£ACE /S \ N50 A41DE TO THE E'NHAACED ROW DLSTR/BUTKJN Sn7FM PLAN PREPARED 8E DOW AND A5SXX7E5 AND DATED 8 MAIN, 19M THIS PLAN 6 FOR R£FEREACE ONLY AND A07 FOR COMSTRlAC7A7N. THE PERMIT CS-94-497 \ ,CS Pir ONLY APPROkO COASTRlA;WN DOCUMENT. \ 1 1-45' BEND 6 5 4 8 3 A C R E SUE B YOST TM 6-A-75H ZONED RA USE. RESIDENTIAL T R A C T ROGER & CAROL CROSEN TIN 6-A-75C ZONED RA USE RESIDENTAi V a7OlSAr•�I/i.� 60 30 0 60 720 ( IN FEET 1 inch = 60 ft. SCALE: 1" =20' i H OF 2 -p 0 Ronald A. Mislowsky, Jr7 O CERTIFICATE NO. - U 020674 a REGISTERED PROFESSIONAL ENGINEER -1 'IRE THOU45 & LESA COOKE TM 5-7-5 ZONED RA USE- RESIDENTIAL ALK*ES STORE � M � LEGEND Benchmark rc)-� Utility Pole -J1�-- Overhead Utility Lines — U9 -- Underground Telephone Lines Telephone Pedestal 1129.0 Existing Spot Elevation Proposed Pavement Proposed 2" Pavement Overlay Proposed Concrete Surface Proposed 6" 21-A Compacted Proposed .Gross Curb and Gutter Inlet Protection Silt Fencing R 0 W I 0 3 a O O O czs J'1_ 14' 10, 14' 1 11.50' Z �► Lu 4i EX/ST/NG o i�� �' EXISTING PAVEMENT PAA£M£NT PER BSECTION �D h W _ 6 pf 165 LBS1S. Y. 165 LBS./S.Y. * A07CH FAXYT/AG PAVEMENT SM-2A 8 ° 21B 6A BM-2 t A07CH EXSTIAC PAkfMfN7 j SM-2A E BN-2 CRGtSS SLOPE 1/4 1' 1/lN 8' 21B CR SS' SLOPE 1/4' 1' MIN8' 21 B $ 21 B SECTION A -A SECTION B-B I� 11(,4 I1op, ii[411061:� 765 LBS./S. Y. - 2` SM-2A 60219 I I I I I I I I 1 20, _I J'I_ 74' 10, £X/ST/NG v PAVEM£NT h W 6" BM-2 947CH EXLS'T/AC PAVfMENT r 21B CROZ SLOPE. 114 :-1' M/N. SECTION C-C 0) r c 00 0 �0 cn c0 00 0 0 0+00 1 +00 STORM SEWER PROFILE +00 GRAPHIC SCALE 20, 10, 0' 20' 40' 1 INCH = 20 FT. HORY 1 1NCH = 2 FT V'ERT. LI H OF C Ronald A. Mislowsky, Jry O CERTIFICATE NO. - v 020674 REGISTERED PROFESSIONAL ENGINEER CD tvI 3 I I �I I 40' RIGHT-OF-WAY Y I� 6 3 I 10 I Y SHOULDER � a VDOT CG-6 165 LBS./S.Y. SM-2A 6' �S 6" BM-2 W 1/4' 1' ......................................, . _......................................................... . EX. I SM- (TO BE REMOVED) — -- 1 6" 21-8 AGGR. .�' EX. 6' 21-A 2` 21 165 LBS./S.Y. SM-2A 165 LBS./S.Y, SM-2A 6" BM-2 4' DEPENDING ON CONDITION OF EXISTIN721-A 6' BM-2 AGGR. AFTERREMOVAL OF THE SURFA 87' 21-B STONE MAY HAVE TO BE REPLACED WITH T 21-B 21-8 AT DIRECTION OF VDOT INSPECTOR. SECTION .D WIN Z � PROPOSED GRADE N PROPOSED CG-2 12' 12' EXISTING GROUND EX PAVEMENT 165/LBS./S.Y 2' SM-2A 6L BM-2 *MATCH CROSS SLOPE _ 728" 21-8 1/4`•1' MIN, FUTURE SECTION E BY OTHERS I N 12 12' N I � MATCH EXISTING PAVEMENT ELEVATION04,Lpy EX. PAVEMENT EXISTING PAVEMIENT MATCH CROSS SLOPE ANY FILL AREAS 1/ 4':1' MIN, TO BE BM-2 FUTURE SECTION F BY OTHERS ,rx ( WOOD RNL 00 V IT Du I L4 CFOONO(T*WCIE -ty I L !_ SECTION A - -���orerigG SLOPE FOR DRAINAGE 5 SLAB W 6x6 A A —WIRE MESH SEAL C E m SLAB AGAINST EASE ABSORPTION) L l Exr'N15IDN JOINT AT EACH POST FOOTING (TYPICAL OF 4) 6' O IO'- (2) 9' CONCRETE FILLED POST IT-T PLAN VIEW 10 -o' N iR' Y ON rl - r ha ►1 F�SOUD CONNECTIONS Z. �f1GE Ma TUBRIG SowRE STEEL N.L Jf� WELD I 11 �11 1111 "1 I im, L Ix 8 ROUGH SAWN BOARD 6'-4' LONG WITH 3/8 SPACE BETWEEN BOARDS NG 3/T RODS S IN CONCRETE ;ATE5 IN OPEN ED POSITIONS. 0 —0 FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 6* x8" RECTANGULAR POSTS I! I I SIGN DETAIL SCALE: V =3' Top of berm at 10'.a8.0 Emergency overflow at 1096.25 Proposed grade r —T Embankment Inv. In = 1091.5. ® X Clay Core 12' CMP at 0,567. Anti —Seep Collars to be 3' x 3' and / 24' be placed 24 ft. apart, centered on the 24' embankment. One of two shown E 0 0 Embankment to be placed and compacted in 8" lifts. No topsoil, organics, or stones greater than 6" diameter E shall be used. Material shall be compacted to 95% of maximum density at 2% optimum moisture. Clay Core to extend 5 ft beyond ends of embankment, and 2 ft below existing grade. The top of the core shall be Elv 1095.0 Depth of Core Trench given is general, actual required depth should be determined by soils specialist at the time of construction. Maximum side slope is 1:1 Clay core material shall meet the following: Unified classification: SM, SC, ML, MH, CL or CH Section Particle site: 1007. passing 112" sieve �T H CF ZRonald A. Mislowsky, Jr. O CERTIFICATE No. - v 020674 14 REGISTERED PROFESSIONAL ENGINEER AMOCO COVENIENCE CENTER DETENTION POND EMBANKMENT This area may be concrete of the option of the contractor This curb shall be used when design speed Is greater than 40 MPH on Rural highways and 45 MPH In developed Urban and Suburban areas. -4___ 3' ­t_ 36' Class Al rip rap lining on crest Class 1 rip rap lining on channel over slope Cushion Pipew/ 36' ANTI —SEEP COLLAR DETAIL When combination mountable curb and gutter is used, the Standard (Entrance Gutters or Standard Connection for Sireeft Intersections are to have the mountable curb configuration Incorporated When this standard ns to be tied into existing barrier curb, the trornsttion is to be mode within 10 ' or the change in standards made at regular openings not to scale Inv. Out = 1091.25 #5 Bar E.F. 3000 psi Concrete collar 12" thick tiI The bottom of the curb and -------gutter may be constructed parallel to the slope of sub- surface courses provided a minimum depth of 7" Is maintained. Note Comb curb 8 gutter having a radius of 300'or less (along face of curb) sholl be paid for as radial combination curb f3 gutter COMBINATION 4" CURB & GUTTER VIRGINIIA DEPARTMENT of TRANSPORTATION This item may be precast or cost in place Concrete to be Class A3 If cast in place, PSI - dOOO if precast 61 ki