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Home My WebLink About47-07 Dawson Industrial Park - Office Additions - Back Creek - Backfile (2)I ND WA i Erb EASNENT 8 — - - 1-10"X8" TAPPING SLEEVE AND VALVE TAP BY FCSA �0' ROP W R ES T. I I I pi I I I I I ( I I FDC DEDICATED FH IQ-1 0 1 „ METER U 8"X6" TEE I I W 1 JT PIPE I I 34. V 1— EL. 'Px EXISTING DUMPSTER/ENCLOSURE TO BE REMOVED I� �C) I Z 0 1-450 EL. I I II I I I I I EX. ACCESS ESMT. INSTRUMENT � # 010005849 I DUMPSTER PAD W/OPAQUE I BOARD FENCING W/DOUBLE- BECOME STANDARD SWING GATE. PARKING SPA�ES SHARED DUMPSTER 0 I i vc.I 0 ' I POLE MOUNTED HANDICAP PARKING SIGNS INSTALLED PER VIRGINIA I STATE CODE SECTION 36-99.11. (FOUR REQUIRED) as 12'X45' LOADING AREA 6" ROLLED CURB WHEEL STOP I� I I J I I i I� I I� I Iry 1-FIRE HYDRANT ASSEMBLY 1-8" GATE VALVE 1 JT-20 FT. 8" PVC SDR21 I 1-8" PLUG _ S45'01'09"E _932.94' � I 30 75 0 3o so IN FEET 1 inch = 30 ft. �s TM 63-8-4 CONNE T��4' SEWER LATERAL THE DAWSON GROUP LLC PROVI & 4 X2 REDUCER ESMT. 070013204 PROVIDE BACKFLOW PREVENTER z O 17 M UPSTREAM OF FORCE MAIN $ Z CONNECTION. U S r1n F F� C E Co Po 00 OR. I z"X 22 1/2' BEND DRAINAGE � ESMT _ REMOVE OLD ROOF DRAIN I Ln 0 � INSTALL NEW ROOF DRAW I ti d EV ONE PUMP STATION � 0 ' 4" PVC SERVICE LATERAL INSTALL NEW ROOF DRAIN REMOVE OID ROOF DRAIN FRENCH DRAIN � CD SEE DETAIL 249.38' TAP '� PROP WATER CTS � SERVICE �QM —S F-0 M FROM EX. BLDG. � - . N (PHASE 100 ) � I FF = 793.32 PROP. HEIGHT=t24' � MAX. BLGD. HQHT.=35' � 100.00 I i 30" CPP PP 160' 30° CPP @ 0.9% j INV. IN=787.25 INV. OUT=786.25 � EMERGENCYI'ACCESS � FIRE LANE (�HASE 1&2) � i I POSS113LE FU LAND TORE AREA REQUIRED F� TELEPHONE, GAS AND WATER SERVICE 37 INTERCHANGE, R R rE LINES WILL BE EXISTING BUILDING. 60 FT. DEDICATED R.O.W �— (FUTURE RT 651 ROW) /,--FUTURE FACE OF CURB 20' SLOPE, DRAINAGE AND 20' WATER ESMT DB/PG. 947/85J FUTURE CENTER LINE OF SHADDY ELM ROAD (RT 651) PROJECT SUMMARY TAX IDENTIFICATION NUMBER • • • • • • . • • • . • • .... 63-8-3 & 63-8-4 EXISTING PARCEL AREA ................ • ...... 14.61 ACRES EX. DEVELOPED SITE AREA ......... • ........ 3.11 ACRES PROPOSED SITE AREA .. • .... • .......... 1.72 ACRES TOTAL DEVELOPED SITE AREA • • • • ....... 4.83 ACRES ZONING .................................... M1 ADDRESS .................................... DAWSON INDUSTRIAL PARK, LOT 3 CURRENT USE ... • .............. . . . . OFFICE (SIC 17) PROPOSED USE ............ . - ............. OFFICE (SIC 15, 17) DISTURBED AREA ........................2.68 ACRES SETBACKS W(04-noo UJ3 2Z oQQa -0 9 H r W WCVO LW0�0W0a ID p � REQUIRED PROVIDED M n FRONT DAWSON DRIVE 75' 288' d FRONT SHADY ELM ROAD 75' 249'+ 4- FRONT VA. ROUTE 37 75' 296'+ !E SIDE 25' 63'+ ,� 1 REAR 25' 0 Q a) PARKING 5' 7.5' N _ o BUILDING HEIGHT 60' (MAX.) 24'(+/-) N >, N U Q - N BUILDING AREA ° REQUIRED EXISTING PROPOSED j °d N o OFFICE 12,478.5 S.F. 8,000 S.F. J a- �LO FAR ALLOWED 1.0 --- --- ♦, U) Cn Cnco Ln co FAR PROVIDED 0.02 0.03 N ° °' o 0 EXISTING IMPERVIOUS AREA ... • • ..... • • • • ...1.15 ACRES � w f\ U � -;4- � Lb Lb PROPOSED IMPERVIOUS AREA.......... • • ..... 0.67 AC. N � LL = U. MINIMUM LANDSCAPED AREA ................. 3.65 AC. 25% LANDSCAPED AREA PROVIDED.. ............... 12.79 AC. 87.5% N Ui .L PARKING LANDSCAPING (PHASE 1) of PROPOSED IMPERVIOUS AREA 29,185 SF a) PERIMETER TREES REQUIRED 1 PER 2000 SF N 15 TREES = INTERIOR TREES REQUIRED 1/10 PARKING SPACES = 34/10 - 4 TREES Un TOTAL TREES REQUIRED 19 TREES = . TOTAL TREES PROVIDED 25 TREES PARKIN (1 SPACE/250 S.F.) EXISTING 12,478.50 SF OFFICE STANDARD SPACES HANDICAP SPACES LOADING SPACES PHASE I — 8,000 SF OFFICE STANDARD SPACES HANDICAP SPACES LOADING SPACES TOTAL PARKING PHASE 1 STANDARD SPACES HANDICAP SPACES LOADING SPACES REQUIRED PROVIDED 0- w 50 65 47 61 3 4 0 0 0215 82 82 78 4 4 6 1 F9W LA� Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these req irements are satisfied. 20' EMERG NCY ACCESS _ — 8" VDOT 21B 1 �4p fit. 1 1/4_`/=_ WELL COMPACTED SUBGRADE EMERGENCY FIRE LANE N.T.S. 4' or 8'-I 6' CONCRETE 4" STONE BASE PROPOSED SIDEWALK SECTION N.T.S. n" cM F1 n r. e 1' OMPACTED SUBGRADE _ r W a a STANDARD PAVEMENT SECTION Cn Not to Scale E 2" SM12.5A m O ~ 3" BM25.0 8" VDOT 21B U �— WELL COMPACTED SUBGRADE if HEAVY PAVEMENT SECTION Not to Scale V) P Z N O o U W L 2j* o oC Ifs � w Y Q V) U _J Z C z Z5 0 � � U W Q 0 Z W LL. Z U 0 0 � � l O O Y � � U w O Q o c-i 0) Z u) Q W w N M LL_ r LO p wLd � w J U w r Q o M = Cn U W 0 0 _ z U-) Q �o U� 0 o o o OD z C z Y O z 0) 0 W � _ V- -j Sri Z 0 o 0 M n. 0 0 0 a a _ z i a Ln 0 0 0 N C CD W V) Q M 0 t_ U N c �a a L W 0 0 0 06 .o a NE) WATER EASEMENT—,' 1-10"X8" TAPPING SLEEVE AND _-VALVE TAP BY FCSA 8"X6" TEE 1 JT PIPE 8 0' ROP W R ES 4T. OD 77, (1 1 I FDC DEDICATED FH IOf I o I 1 » MET[R U Ir z EXISTING DUMPSTER/ENCLOSURE TO BE REMOVED 1-45' EL. EX. ACCESS ESMT. INSTRUMENT I II # 010005849 DUMPSTER PAD W/OPAQUE I BOARD FENCING W/DOUBLE- BECOME STANDARD SWING GATE. PARKING SPACES SHARED DUMPSTER I11 L4.1 O` L I N I Q I -3 I POLE MOUNTED HANDICAP PARKING SIGNS INSTALLED PER VIRGINIA STATE CODE SECTION 36-99.11. (FOUR REQUIRED) 12'X45' LOADING AREA - 6" ROLLED CURB WHEEL STOP 1—FIRE HYDRANT ASSEMBLY / 1-8" GATE VALVE 1 JT-20 FT. 8" PVC SDR21 1-8" PLUG S45'01'09"E 932.94' 16 CONNE T EX. 4' SEWER LATERAL PROVID FE & 4°X2° REDUCER ESMT. O .. I`J DO 90 cc 2"X 22 1 /2' BEN 0 TM 63-8-4 THE DAWSON GROUP, LLC IN-S-TRNENT # 07001 3204 PROVIDE BACKFLOW PREVENTER zo I I 1 CONNECTION. UPSTREAM F FORCE MAIN us OFrn7FFICE REMOVE OLD ROOF DRAIN r / INSTALL NEW ROOF DRAIN EV ONE �- PUMP STATION 4" PVC SERVICE LATERAL INSTALL NEW ROOF DRAIN \ REMOVE 010 ROOF i i D RAI MOE ESMT FRENCH DRAIN � SEE DETAIL 249.38' _I I r TAP 1" CTS PET ' PROahSED WATER SERVICE LINE FROM EX. BLDG. - o- - (PHASE 1) - - 00 - FF 793.32 PROP. HEIGHT=f24' ' MAX. BLGD. HPHT.=35' 100.00 I 30" CPP PP i I I 160' 30" CPP @ 0.9% INV. IN=787.25 INV. OUT=786.25 EMERGENCY 'ACCESS FIRE LANE (( HASE 1 &2) I I I I I 60 FT. DEDICATED R.O.W "'—(FUTURE RT 651 ROW) /—FUTURE FACE OF CURB POSSIBLE SLOPE, LE FUTURE GRAPH/CSOW E � LAND AREA � DRAINAGE AND J� ,5 1 1 REQU�REC� F TELEPHONE, GAS AND WATER SERVICE Q `� 20' WATER ESMT tiNFEET% 37 OR RTE LINES WILL BE EXISTING BUILDING. DB PG. 947 1 inch = 30 ft. INTERCHANGE, //853 FUTURE CENTER LINE OF SHADDY ELM ROAD (RT 651) PROJECT SUMMARY TAX IDENTIFICATION NUMBER ... • • . • . • . • • .. • .. 63-8-3 & 63-8-4 EXISTING PARCEL AREA ....................... 14.61 ACRES EX. DEVELOPED SITE AREA .. • . • • • ........... 3.11 ACRES PROPOSED SITE AREA .................. 1.72 ACRES TOTAL DEVELOPED SITE AREA ....... • ... 4.83 ACRES ZONING.................................... Mt ADDRESS .................................... DAWSON INDUSTRIAL PARK, LOT 3 CURRENT USE .............................. OFFICE (SIC 17) PROPOSED USE ............................ OFFICE (SIC 15, 17) DISTURBED AREA ........ . . . . . . .......... 2.68 ACRES SETBACKS W\�G1N Iq U �Z J k 3 Q Q 0 o w� 1oW 0 Q u' z c^o S 00 town E N �fw w �W� a w - o0 0 �, o 0- ti°Wwo0 REQUIRED PROVIDED 0 ui FRONT DAWSON DRIVE 75' 288' d v FRONT SHADY ELM ROAD 75' 249'+ *� FRONT VA. ROUTE 37 75' 296'+ �_ C SIDE 25' 63'+ •0 Q REAR 25' p PARKING 5' 7.5' 0 Q BUILDING HEIGHT 60' (MAX.) 24'(+/-) N Q U) BUILDING AREA REQUIRED EXISTING PROPOSED : OFFICE 12,478.5 S.F. 8,000 S.F. FAR ALLOWED 1.0 --- --- FAR PROVIDED 0.02 0.03 y EXISTING IMPERVIOUS AREA ...... • ..........1.15 ACRES PROPOSED IMPERVIOUS AREA.... • ........... 0.67 AC. MINIMUM LANDSCAPED AREA ................. 3.65 AC. 25% LANDSCAPED AREA PROVIDED ................. 12.79 AC. 87.5% N — Ui •L PARKING LANDSCAPING (PHASE 1) of PROPOSED IMPERVIOUS AREA 29,185 SF PERIMETER TREES REQUIRED 1 PER 2000 SF N 15 TREES = INTERIOR TREES REQUIRED 1/10 PARKING SPACES = 34/10 N 4 TREES D TOTAL TREES REQUIRED 19 TREES TOTAL TREES PROVIDED 25 TREES = �' O a w PARKING (1 SPACE/250 S.F.) REQUIRED PROVIDED EXISTING 12,478.50 SF OFFICE 50 65 STANDARD 'SPACES 47 61 HANDICAP SPACES 3 4 LOADING SPACES 0 0 PHASE I — 8,000 SF OFFICE STANDARD 'SPACES 15 HANDICAP SPACES 2 LOADING SPACES TOTAL PARKING PHASE 1 82 82 STANDARD 'SPACES 78 4 HANDICAP SPACES 4 k 6 LOADING SPACES 1M Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these req irements are satisfied. 20' EMERGENCY ACCESS — 8" VDOT 21 B �' 4.%jf]� 114 WELL COMPACTED SUBGRADE EMERGENCY FIRE LANE N.T.S. OMPACTED SUBGRADE _ W Q a STANDARD PAVEMENT SECTION Not to Scale 2" SM12.5A m 0 ~ 3" BM25.0 8" VDOT 21B W �— WELL COMPACTED SUBGRADE a HEAVY PAVEMENT SECTION Not to Scale Cn N 0 W (n� O 4-1 Q) aD � o -,a N N Q 0>-� N 0 a Q) r` Ln +-1 c0 co (D QO 0 w Ln Ln I— U. R 'Q /j Z Q 0a 0 _ O U W Q Z U. � w O U. O Y o C) 0 w P � 0 � 0 � o N C) Z Q w N 0 Ll— .-- LO Z 0 LLJ > of w i— _j Q w w 0 0 U) U) V) W 0 = o �o O 1 __3 cr_ z z Li�� Y z O Z co w Q O w _ W a a c 7