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Home My WebLink AboutSDP200300087 Plan - Approved Final Site Plan and Comps. 2003-12-18F T AK TMR Gia mi 07 0 A A 0 JH , IFA�� SITE ® F;ZA NTE F EST LAKES UT=PA CEZL III IVANNA GENERAL CG?NBT-.UCTION NOTEB TAX MAP 4G54 PARCEL 9 MA ARBY'5 AT FOREST LAKES ISTE IAL ALBEMA (VDOT). TH15 PLAN AS DRAWL MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE D.B. 1071 P. 493-49G PLAT LE D.B. 1 I G9, P. 345 REDIVISION PLAT U NTY, ADJACENT PARCELS GENERAL CG?NBT-.UCTION NOTEB TAX MAP 4G54 PARCEL 9 1. PRIOR TO ANY CON57FRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,INCLUDING CONNECTION TO ARBY'5 AT FOREST LAKES ANY EX15TING ROAD, .A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION D.B. 1071 P. 491 (VDOT). TH15 PLAN AS DRAWL MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE D.B. 1071 P. 493-49G PLAT ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. D.B. 1 I G9, P. 345 REDIVISION PLAT USE CODE ZONED P.D.S.C. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ENTRANCE CORRIDOR OVERLAY DISTRICT CURRENT 5PECIFICATIO>N5 AND STANDARDS OF V.D.O,T, UNLESS OTHERWISE NOTED, TAX MAP 32 PARCEL 3GF 3, EROSION AND 51LTATI�ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED TIGER FUEL CO. ER0510N CONTROL PU.AN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER FOREST LAKES MARKET CONSTRUCTION. D.B. 990, P.525 5HOPPNG ZONED HC (HIGHWAY COMMERCIAL) 4. ALL SLOPES AND D15'TRURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ENTRANCE CORRIDOR OVERLAY DISTRICT ALLOWABLE FILL OR CUT SLOPE 15 2: 1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR TRACT I -A, PARCEL C I BETTER ARE TO BE ACHIEVED. TAX MAP 4GB4 PARCEL 2 43,560 sf JA-ZAN L.P. 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF FOREST LAKES SHOPPING CENTER ENGINEERING, OR H15 DE5IGNEE5, IT I5 DEEMED NECESSARY IN ORDER TO 5TABALIZE A DRAINAGE D.B. 1 120 P. 445 CHANNEL. D.B. 1323 P. 404 D ZONED P.D.5.C. G. ALL TRAFFIC CONTROIL 51GN5 SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC ENTRANCE CORRIDOR OVERLAY DISTRICT CONTROL DEVICES, LATEST EDITION. TAX MAP 4GB4 PARCEL 3 7. UNLE55 OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS 111. JA-ZAN L.P. VACANT 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH 05HA STANDARDS FOR THE D.B. 1071 , P. 493-49G PLAT CONSTRUCTION INDU-9TRY (2.) CFR PART 192G). D.B. 1 133 P. 372 9, IT SHALL BE THE CO�NTRACTOR5 RESPONSIBILITY TO CHECK ALL DIMEN51ON5, 51TE CONDITIONS, FINAL ZONED P.D.S.G. GRADING AND FIELD ILAYOU ON THIS PROJECT AND REPORT ALL iNCON515TANCIE5 TO THE ENGINEER, ED SURVEYOR, ARCHITECT AND OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL 750 ASSUME TOTAL RE5P'ON5IBILPY FOR ANY ERRORS AND INCON515TINCIE5. 51TE BENCHMARKS; 185 (22) 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROADS AND PROPERTY IN P OF ROD AT EASTERNMOST CORNER TOP RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SMALL NOT EXCEED ONE HALF (1/2) FOOT CANDLE. PROPERTY (SEE SH. G I) GUARANTY BANK 9 1 2 2500 1 1, ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND, ELEVATION 528.75 (80) U5G5 DATUM 12, IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-1 2 CORRUGATED POLYETYLENE PIPE MAY BE USED IN 4G54- 101 CONJUNCTION WITH E3EDDING TYPE PB -1. TOPOGRAPHY BA5ED ON SURVEY B. AUBREY 2930 HUFFMAN � ASSOCIATES, LTD, DATED 2-1 1-03. 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE (93) TIME OF CONSTRUCTION. CONTOUR INTERVAL: 14. EACH OUTDOOR LWMINARE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS EXISTING GRADES: I' SHALL BE A FULL CUJTOFF LUMINARE OR A DECORATIVE LUMINARE WITH FULL CUTOFF OPTICS. FINISH GRADES: I' 15. REQUIRED PARKING 55ET15ACK 15 10 FT. REQUIRED BUILDING SETBACK 15 30 FT. ZL ON I G. FIXTURE COUNT: 10 7TOILFT5, 10 LAVATORIES, 5 JANITORS 51NK5, 5 DRINKING FOUNTAINS, I COMMERCIAL KITCHEN BOUNDARY INFORMATION BASED FOR 1800 SF GROSS RESTAURANT, 5 HOSE BOBS. THE FOLLOWING PLATS � 51TE PLANS: TRACT I-A,PARCEL B4 ROUDABU5H * GALE ASSOCIATES, INC. 2 BAY DATED 4-29-91 , REV15ED 2-4-92 WATER. AND SE\AVER GENERAL FLAN NOTES D.B. 1071 P. 493-49G PLAT (17) SURVEY BY B. AUBKY HUFF MAN I . WORK SHALL BE 5UIBJECT TO INSPECTION BY ALBEMARLE COUNTY ASSOCIATES, LTD, DATED 2-11-03 SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE DATED 4-29-91 , REVI5ED 2-4-92 RESPONSIBLE FOR N40TIFYING THE PROPER SERVICE AUTHORITY D.B. 1 071 P. 493-49G PLAT OFFICIALS AT THE S -TART OF WORK, (481) 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE ARBY'S AT FOREST LAKES NORTH LINE OF THE PROPO)5ED WORK ARE NOT NECESSARILY SHOWN ON SITE PLAN THE PLANS AND WHIERE SHOWN ARE ONLY APPROXIMATELY CORRECT. DATED JUNE 1, 1999, REV. DEC. 1, 1999 THE CONTRACTOR 5WALL ON HIS OWN INITIATIVE LOCATE ALL PREPARED BY ROUDABUSH, UNDERGROUND LINE -9 AND STRUCTURES AS NECESSARY. GALE * ASSOC., INC. 4GB4-8 OUT PARCEL I 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL FOREST LAKE MARKET/TIGER FUEL WATER AND SEWER CON5TKUCTION SPECIFICATIONS AS ADOPTED BY SITE PLAN , SITE GRADING * DRAINAGE PLAN THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY, 15, 1998. DATED MAY 4, 1998, REV. APRIL 1 G, 1999 PREPARED BY BETHANY PUOPOLO 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC FOREST LAKES 5HOP'G CTR, 53,279 SURVEY. FOREST LAKES SHOPPING CENTER AMENDED SITE PLAN 5. THE CONTRACTOR SiHALL 6E RESPONSIBLE FOR NOTIFYING "MISS DATED APRIL 4, 1993, REV. JULY 13, 1993 UTILITY (I 800 552 ',7001). PREPARED BY TWH ARCHITECTS, INC. G. ALL WATER AND 5EWWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER M5.A5URE0 FROM THE TOP OF PIPE, OVER THE CENTER LINE OF PIPEE. TH15 INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AIND WATERLINE5, ECT, 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED G3,929 OUTSIDE OF ROAD511DE DITCHES. 5343 8. VALVES ON DEAD FEND LINES SHALL BE RODDED TO PROVIDE (1282) ADEQUATE RE5TRAIN''T FOR THE VALVE DURING A FUTURE EXTEN51ON OF THE LINE. 9. CONTRACTOR SHALL PROVIDE AC5A COMPACTION TEST RESULTS IN ALL FILL AREAS. 10. A BACKFLOW PKEVENdTION DEVICE AND A PRESSURE REDUCING VALVE ARE REQUIRED ON THE: DOMESTIC WATER SERVICE LINE. VICINITY MAP DRAWING INDEX 3 CS COVER SHEET C- I SITE PLAN C-2 51TE PLAN - OFFSITE UTILITIES L- I LANDSCAPE PLAN L-2 LANDSCAPE DETAILS PLANT SCHEDULE EC- I 5TORMWATEK BMP F-RO51ON CONTROL PLAN EC -2 5TORMWATER BMP EROSION * SEDIMENT CONTROL PLAN - OFFSITE UTILITES EC -3 STORM WATER UTILITIES PROFILES � BIOFILTER E- I ELECTRICAL PLAN LO 51TE LAYOUT PLAN FLOODPLAIN * WATERSHED 1. THE 51TE 15 NOT LOCATED WITHIN A RESERVOIR WATERSHED. 2. THE SITE 15 LOCATED IN FiLOOD ZONE C, OUTSIDE: THE 100 YEAR FLOOD PLAIN LIMITS) A5 SHOWN ON THE OFFICIAL FLOOD IN5URANCf MAPS FOR ALBEMARLE CO. 3, THERE ARE NO STREAM BUFFER LIMITS APPLICABLE TO THIS PROPERTY, A PAVING NOTES A15LES AND PARKING AREAS: G" VDOT 21 OR 21 A, 2" TYPE SM -9.5A ASPHALT WALKS: 4" VDOT 21 OR 21 A,, 4" CLA55 A3 CONC, DUMPSTER PAD: 4" 21 OR 2 1 A, G" CLA55 A3 CONC. WITH #40 12" O.C. EA. WAY A OFF5TREET PARKING 3 )ALL PARKING SPACES ARE 9'x 18' MINIMUM INCLUDING 2 FT. OVERHANG WHERE APPLICABLE. HANDICAP SPACES ARE 8'x 18' MINIMUM WITH 8' WIDE VAN ACCESSIBLE ADJACENT AISLE SPACE. )ALL PARKING LOT AISLES ARE 24' WIDE MIN. (SEE SITE LAYOUT PLAN, SHEET "LO" FOR ADYL INFO.) TRAFFIC GENERATION NOTE -5 1. TM 4GB4-8 THE SHOPS AT FOREST LAKES * TMP 4GB4-2 FOREST LAKES SHOPPING CENTER - GROSS LEA5EABLE AREA = 75% OF TOTAL BLDG. SQ. FOOTAGE. 2. PROFFER LIMIT: 10,350 VTPD 3, REMAINING GENERATION: 277G TRAFFIC GENERATION SUMMARY FOR FOREST LAKES COMMERCIAL AREA, USE AIRPORT ROAD PROFFIT ROAD A 5TATE ROUTE G49 STATE ROUTE G49 SQUARE EXISTING 12% r TMP DESCRIPTION USE CODE FOOTAGE J' GROSS 51TE PASS -BY NET 4GB4-18 Q MCDONALD5 834 V FOREST LAKES G32. 12 VTPD/ 1000 sf 5HOPPNG (200) A CENTER, �O I OG5 u TRACT I -A, PARCEL C I a v � 4775 43,560 sf = 100.00% 0 0 00 VEHIC. CIRC. AREA 20,487 5f 4GB4- I A I TRACT I -A, PARCEL C2 DR. KAHN D oo�,�,6) Z�-®-F' VICINITY MAP DRAWING INDEX 3 CS COVER SHEET C- I SITE PLAN C-2 51TE PLAN - OFFSITE UTILITIES L- I LANDSCAPE PLAN L-2 LANDSCAPE DETAILS PLANT SCHEDULE EC- I 5TORMWATEK BMP F-RO51ON CONTROL PLAN EC -2 5TORMWATER BMP EROSION * SEDIMENT CONTROL PLAN - OFFSITE UTILITES EC -3 STORM WATER UTILITIES PROFILES � BIOFILTER E- I ELECTRICAL PLAN LO 51TE LAYOUT PLAN FLOODPLAIN * WATERSHED 1. THE 51TE 15 NOT LOCATED WITHIN A RESERVOIR WATERSHED. 2. THE SITE 15 LOCATED IN FiLOOD ZONE C, OUTSIDE: THE 100 YEAR FLOOD PLAIN LIMITS) A5 SHOWN ON THE OFFICIAL FLOOD IN5URANCf MAPS FOR ALBEMARLE CO. 3, THERE ARE NO STREAM BUFFER LIMITS APPLICABLE TO THIS PROPERTY, A PAVING NOTES A15LES AND PARKING AREAS: G" VDOT 21 OR 21 A, 2" TYPE SM -9.5A ASPHALT WALKS: 4" VDOT 21 OR 21 A,, 4" CLA55 A3 CONC, DUMPSTER PAD: 4" 21 OR 2 1 A, G" CLA55 A3 CONC. WITH #40 12" O.C. EA. WAY A OFF5TREET PARKING 3 )ALL PARKING SPACES ARE 9'x 18' MINIMUM INCLUDING 2 FT. OVERHANG WHERE APPLICABLE. HANDICAP SPACES ARE 8'x 18' MINIMUM WITH 8' WIDE VAN ACCESSIBLE ADJACENT AISLE SPACE. )ALL PARKING LOT AISLES ARE 24' WIDE MIN. (SEE SITE LAYOUT PLAN, SHEET "LO" FOR ADYL INFO.) TRAFFIC GENERATION NOTE -5 1. TM 4GB4-8 THE SHOPS AT FOREST LAKES * TMP 4GB4-2 FOREST LAKES SHOPPING CENTER - GROSS LEA5EABLE AREA = 75% OF TOTAL BLDG. SQ. FOOTAGE. 2. PROFFER LIMIT: 10,350 VTPD 3, REMAINING GENERATION: 277G TRAFFIC GENERATION SUMMARY FOR FOREST LAKES COMMERCIAL AREA, 7574 cDW114 E R WOHTI DELLO PROPERTY * 1NVE5TMENT CO. 235 TEIZRELL ROAD WE5T CHARLOTTESVILLE, VA. 22901 IDE�Ot'EL®PEI. DviONTIE'>ELLO PROPERTY * INVESTMENT CO. 235 TE.RRELL ROAD WE5T CHARLOTTESVILLE, VA, 22901 _TMF' * ACREAGE 4-- 10 1 .000 ACRE ZONING r.u.5.c.. WITH TRAFFIC F'ROFFER ZMA--88-1 G ENTRANCE CORRIDOR O/FKLAY DISTRICT AIRPORT IMPACT AREA PF"C F05ED UBE * BUILDING NOTES COMMERCIAL 8,G40 SQ. FT, 1 STOR't, FT'. MAX, NO SPRINKLER SYSTEM TYPE 2CCONSTRUCTi)Pi /120 IPMPLOYEE5 MAXIMLM IPARKING ..baa _iffL ULE REQUIRED PARKING: 8,G40 SF X 5.5/) OOC. = 48 SPACES PARKING PROVIDED: = 49 5PACE5ZL )47 5PACE5 /9',y i 5) 5 2 VAN ACCESSIBLE SPACES MIN. A13LE WIDTH: 24 FEET LAND USE ITE SQUARE EXISTING 12% 24% TMP DESCRIPTION USE CODE FOOTAGE GRO55 GENERATION RATE GROSS INTERNAL PASS -BY NET 4GB4-18 TRACT I -A, PARCEL D MCDONALD5 834 2G33 G32. 12 VTPD/ 1000 sf 1 GG4 (200) (399) I OG5 4GB4- I A TRACT I -A, PARCEL C I HORTON FINANCIAL 4775 43,560 sf = 100.00% PARKING * VEHIC. CIRC. AREA 20,487 5f 4GB4- I A I TRACT I -A, PARCEL C2 DR. KAHN 3437.5 oo�,�,6) Z�-®-F' w w w 4GB4- I A2 TRACT I -A, PARCEL C3 NORTH PART OFF, BLDG. 8000 IYI,.IID >>ry0-/oz 0 011- ED ® 750 1 G,212.5 1 1 .42 VTPD/ 1000 sf 185 (22) (44) 118 4GB4-10 TRACT I -A, PARCEL B I GUARANTY BANK 9 1 2 2500 265.21 VTPD/ 1000 sf GG3 (80) (159) 424 4G54- 101 TRACT I -A, PARCE=L 152 15T CITIZENS BANK 912 2930 2G5.21 VTPD/ 1000 sf 777 (93) (185) 497 4G54-102 TRACT I -A, PARCEL D3 UNDEVELOPED , W E5299 I� r 4GB4-103 TRACT I-A,PARCEL B4 CLA55Y CAR WASH 847 2 BAY 35.27 VTPD/WASH BAY 71 ('8) (17) 45 4G54-9 OUT PARCEL it ARBY'5 834 3173 G32.12 VTPD/ 1000 sf 20OG (24 1) (481) 1 284 4GB4-10 OUT PARCEL III PROP05ED BLDG. 832 8640 130.34 VTPD/ 1000 sf 112G (135) (270) 721 4GB4-8 OUT PARCEL I SHOP @ FOREST LAKES I O,G50 4GB4-2 TRACT (( FOREST LAKES 5HOP'G CTR, 53,279 4G54-3 TRACT III UNDEVELOPED PD5C 820 G3,929 5343 (G41) (1282) 3420 7574 cDW114 E R WOHTI DELLO PROPERTY * 1NVE5TMENT CO. 235 TEIZRELL ROAD WE5T CHARLOTTESVILLE, VA. 22901 IDE�Ot'EL®PEI. DviONTIE'>ELLO PROPERTY * INVESTMENT CO. 235 TE.RRELL ROAD WE5T CHARLOTTESVILLE, VA, 22901 _TMF' * ACREAGE 4-- 10 1 .000 ACRE ZONING r.u.5.c.. WITH TRAFFIC F'ROFFER ZMA--88-1 G ENTRANCE CORRIDOR O/FKLAY DISTRICT AIRPORT IMPACT AREA PF"C F05ED UBE * BUILDING NOTES COMMERCIAL 8,G40 SQ. FT, 1 STOR't, FT'. MAX, NO SPRINKLER SYSTEM TYPE 2CCONSTRUCTi)Pi /120 IPMPLOYEE5 MAXIMLM IPARKING ..baa _iffL ULE REQUIRED PARKING: 8,G40 SF X 5.5/) OOC. = 48 SPACES PARKING PROVIDED: = 49 5PACE5ZL )47 5PACE5 /9',y i 5) 5 2 VAN ACCESSIBLE SPACES MIN. A13LE WIDTH: 24 FEET LAND USE SCHEDULE EXISTING w PROPOSED BUILDING O sf 0% 10,358 sf = 23.80% OPE=N 43,5G0 sf 100% 8,G89 sf = 19,95% 1112'\ PAVED 0 sf 0% 24,503 sf = 5G.25% TTOTAL IMPERVIOUS AREA 34,871 sf = 80.01% TTOTAL 43,5GO sf 100.00% 43,560 sf = 100.00% PARKING * VEHIC. CIRC. AREA 20,487 5f = 47.03% SITE LIGHTING 51TE: LIGHTING SHALL COMPLY WITH SECTION 18 - 4 - 17 OF THE ZONING ORDINANCE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECOPATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. THE 5PILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROAD5 AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE - HALF (.1/2) FOOT CANDLE, MAX. POLE HT: 20 FT. ABOVE GRADE, CIVIL ENGINEER AB. AUDREY HUFFMAN * ASSOCIATES LTD. 1195 RIVERBEND DRIVE. CHARLOTTESVILLE, VA 22901 TELEPHONE (434) S'79-8121 PNCIT . O PLANNING VIRGINIA DEPT. OF HIGHWAYS G MUNiTY DEV Frf- :)'.CSA. __d�_ r - DEPT. OF ENGINEERING ---- DEPT. OF ZONING N. A. VIRGINIA DEPT. OF HEALTH 4AL/�MARfLECOUNTY SERVICE AUTHORITY LBE ABLE COUNTY FIRE OFFICIA E RLE COUNTY BUILDING OFFICIAL mm 00 01 � m � m — w 0 U I— IY Ur w Q Z ZZ ®IA AL1 M to a 6 (n z O CL Q > O a- > O n Q w . f 4�t ({{� LtGQ < C) J u Z z Z z `� a_(L(L oo�,�,6) Z�-®-F' w w w OZ �7)F,FLEFL z z z IYI,.IID >>ry0-/oz 0 011- ED ® 0 w 0 U I— JOB NO: �r0231 F DATE: G ' "All G-23-03 f, - DRAWN: �J2. r NKL CBH '9 A9 , IY Ur w Q Z ZZ ®IA AL1 M 0 Ll 0� 5 ISL M Z A Z�-®-F' IYI,.IID ��2 ED ® L j F-2 E. AI la W , W E5299 I� r ® Q IL JOB NO: �r0231 F DATE: G ' "All G-23-03 f, - DRAWN: �J2. r NKL CBH '9 A9 , TOTAL DISTURBED AREA = 1.0 ACRES ALL ENTRANCES EX CE PT FOR THE APPROVED ENTRANCE SHALL BE BLOCKED 0 SOIL TYPE : UDORTHENTS LOAMY CONSTRUCTION EXISTING VEGETATION -. AREA IS PRESENTLY COVERED IN SUCH A MANN ER AS TO NOT ALLOW ACCESS WI TH DEN.SE GRAS SES WEEDS AND UNDERBRUSH OF TO T H E SI T E'lop I -r VARIOUS KINDS. 10� THE IMPORTING AND EXPORTING O,F MATE R1 ALS FR M TIGER ffUE-:L THIS PROJECT MUST BE FROM OR TO A SITE 'THAT HAS TAX MAP 32 PARCEL 36f A TIGER FUEL CO. A CURRENT APPROVED SOIL EROSION PLAN WITH WATER MEfE/ FOKEST LAKES CURRENT BON D. ARE TO BE'SIZED kMARKET FUEL)BY 5`EWICF D.B. 990, P.525 cc ZONED HC (HIGHWAY COMMERCIAL) T. MH ENTRANCE CORRIDOR OVERLAY DISTRICT UJ STORM DRAINAGE STRUCTURES CY'/ Z _j C NUMBER TYPE L TOP INVERT IN INVERT OUT E)1 -3A DI -3A 526.89 523.89 F5-1 523,0 TRENCH DRAIN 525.50 525,0 4 DI -3A DI -3A 526.80 523.85 E5-1 5 23.0 DI -7 524.0 510.0 MH 521.50 5 1736, 5 5. 10 514.85 EXIST. MH 5 19,46 5 14.25, 5 1 1,10 494,41 0 0) 3 –DO NOT FNTEK�,_ NSNE-WAY SIG�O -3s Z Uj 0 \17 U_ lf�33 LL V) 0 o° OTABLE 6-1 0 MOBILE 0 Z: Z 29 ONTROL NOTES GENERAL EROSION AND SEDIMEINT 7- Z. Z7 Z ES -1: Unless otherwise indicated, all vegetaltive and structural erosion and rx nAN - M < practices will be constructed and maintained according sediment control TOP 53,S.7 to minimum standards and specificatioms of the Virginia Erosion and 0 Sediment Control Handbook and Virginia Regulations VR 625-02-00 :3 Q,� 0 IN) ox, < Erosion and Sediment Control Regulatiion's. CD _1K C) /11) -- RES b ES -2: The plan approving autho ity must be notified one week prior to the pre-�,. 0 < < Z 785 disturbing activity, and one week prior tto the final inspection. Z construction conference, one week prio)r to the commencement N 4' limd AIRPORT S,31 �2< S,3, �S_ "0wri5R R > Q) L fiawrel 140 ES -3: All erosion and sediment control measu!res are to be placed prior to Or as C Q> 8i Ali po T /0 4Q, the. first step in clearing. -V A, 3 Z D WTH A > DQ 1p S Ctr L -i Leake Sq MH be o hop 'A ES -4: A copy of the approved erosion and sediment control plan sha. 530 maintained on the site at all times: k7� Cl) UL LIJ Z 11TI < _j f DEERWOO 's in areas oft, ES -5: Prior to commencing land disturbing activ:1i than, U_ Ca _j rFFORES indicated on these plans (including, but not limited to; off-sitt' bori I oi _j l, -1. 1 ' r HProvL\A, was,,&, areas), the contractor shall submitt a supplementary erosion. con't1o, I\w— Z > Ok plan to the owner for review and approvall by the plan approving,authority., U) -5 2,9L— 3 LJ 1�C 011, Ld st)onsible for installiation of any additional erosion. EXIST. DI LLJ Z ES -6-, The contractor is re V 0 011 EX15T cc ;t�;,cessary to preveril- -i and sli-dimentation as control measures �rosir, 50 -S, TOR Z: determined by the plan approving al-ttlic)rity. BENCH MARK 0 M Uj I o VILLAOX TOP Of IKO�, V ES -7: All disturbed areas are to drain to approved sediment control measur,�_ POF loo x < T all times during land disturbing activities and during site development until > U5,G5 DATU 0 TMH - ITCO final stabilization is achieved. fill /P� 530.47 LAINFWli, ES -8: During dewatering onerations, water be pumped into an appro ved INV. 524.97 filtering de-ice. TEL� N POL� 0, i. `� � f/f.�' ' MH TOP 529.42 5 2 4. 8 G ES -9: The contractc-,sh?_',I inspect al� erosion (cont�')l measure�s periodically and Li after each runoff -producing rainfall event. My necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall' D be made immediately. U Z PROP05EE) Clivi _3_oL YMEAD RETAIL/ L / RESTAU RANT Q VICINITY MAP 1 2 000 BUILDING 8,640 Sl \o - COPYRIGHT ADC THE MAP PEOPLE CRS PERMITTED USE NUMBER 21102204 L0 < d < R) 1`11\1. I'LOOR EXIST. STM MH ELEV. 530.70 J, L E G E N V k' C 3SAF Z -'. 0 1 SAFETY �FENCE �)v 527 0 W TD./CRQ 3.02 CONSTRUCTION ENTRANCE 6A ,�r 03ZAI A c9l 0 MODIrl 0 S !CG-) 3.03 CONSTRUCTION ROAD F STABILIZATION CRS 5, 2 Q C) < —1 k N, 4 < -3.05 SILT FENCE 40 ACCESS EASEMENT 524,85 (7 D. B. I IS P. 343 3.07 STORM DRAIN SAN - MH -2� INLET PROTECTION EXIST.1 P __��`� \ UIG ELEC, SERVICE LOC T1 SCHEDULE 40\ VBOJ F � '� BE COORDINATED BETWEEN RFpRgTDSvc 3 .1 3 TEMPORARY ARES)," OWNER AND VIRGINIA POWER SAF Ur Q SEDIMENT TRAP TAX MAP 4664 PARCEL 9 0 ARBY5 AT FOREST LAKES ZONE.- P03�C, 3 .1 8 OUTLET PROTECTION D.B. 1071 P. 451 ST SF 25 Ir O/P .B. 1071 P. 493-495 FLAT X PARKING LOT I I G5, P. 345 REDIVISION PLAT ZO D P.D.S.C, JA-ZAN L.P. TOPSOILING TAX MAP 4GB4 PARCEL 3 3.30 TO 11 ICE CORRIDOR OVERLAY DIST V:vPQFZONED: P.D.5,C. Q1* VACANT %SN 1�p <-, P 55 D.B. 107), P. 493-49G PLAT 3.31 TEMPORARY SEEDINGF_X15T. 30, IIC-1 C, 4,v_ V Ex TS EX15T, STM < D. B. Ill 33 P. 372 ;�� < C;1 Z,\- C VZ'/ Cr ZONED P.D.S.C. 52 3.35 MULCHING 0 07 \7 Vr LEGff N Q V A� 00Y A Uy ks�1_Z 3.39 DUST CONTROL 0 -Z, --r3,j EXISTING ONSITE UTILITY EASEMENTS 3 0 C) :A /7 -7♦ C) PR0PO5FD CONSTRUCTION* UTILITYEA5FMFNT5 THIS SHEET IS FOR STORM WATER BMP AND SOIL EROSION & SEDIMENT CONTROL PLAN FY15TING 20 1 ACCESS EASEMENT "C" * 40 ACCE55 E5M1 ffORIff-ST LAr,,ff_5 ONLY. SEE SHEET C -I (2 OF9�) FOR SITE q) EXIST 5tIOPPI NG Cff-NTff-R ING ACCESS E5MT, FROM TIMMF\WOOD BLVD. LAYOUT SITE PLAN.—,,.., IP 0 TAX MAP 4G54 PARCEL 3 X, 4, PROPOSED MANHOLE I EXIST. RCP FOREST LAKES SHOPPING CENTER 7 STORM SEWER A 0,15. 1 120 F. 445 D.B. 1323 P. 404 ZONED P.D,S,C. own f-Xl-9T.TRAff]CMEDIAN LINE ,6,TACCESS EASEMENT A# NOPTH fi°ENTRANCE CORRIDOR OVERLAY DISTRICT , STORM WATER BMP PLAN AND "Z� EROSION * 5ff_E)IMff_NT CO"TROL PLAN SCALE 1 20'- 0" M ATC �1 1-1 N If JOB i-40, 0231 ..... vw� GATE: 8-13-03 D PAWN: ECI 6 OF 10 .:,.w :....�. _ _ �,. ,. ,,..w ,. ..:_.... _..,�,.. ...__.� _�._ :. ,_ _ .,,_ ,.,. _._ _�. __ . _.. ,�: .. SURFACE SCHEDULE Reflectances Name Front Back COMMERCIAL BLDG. I LUMINAIRE SCHEDULE INFORMATION TO BE ABOVE GRADE. Symbol Label Qty Catalog Number Description Lamp File Lumens, LLF Watts WM2 AS1 176M SR2 5 WB WALL ARCHITECTURAL ARM- MOUNTED CUTOFF ONE 175 -WATT CLEAR ED -17 METAL HALIDE, LtI10066.jes 12800 1.00 216.8 Min MOUNTED LUMINAIRE WITH SR2 HORIZONTAL POSITION. + 1.9 fe REFLECTOR. 0.0 to B LITHONIAAS2 8 250M SR4SC ARCHITECTURAL ARM- MOUNTED CUTOFF ONE 250 -WATT CLEAR ED -28 METAL HALIDE, Lt110399.ies 20500 1.00 291.7 3.8 fe MOUNTED ON 20' LUMINAIRE WITH SR48C HORIZONTAL POS. 37.6:1 MILLERBERND REFLECTOR, fo 0.4 fe 11 S84200-1 FS N/A NIA 20.0 POLE 0.0 4 STATISTICS INFORMATION TO BE ABOVE GRADE. Chao- the Orildlace cSL.)Iotr wirlic. it or, the appropilaiv 2. MOUNTING NGT, FOR WALL -MOUNTED [oBNH Dark bronzo No. Description Symbol Avg Max Min Max/Min Avg/Min FOREST LAKES + 1.9 fe 12.2 to 0.0 to N/A NIA PARKING AREA ONLY El 3.8 fe 10.6 fe 0.1 fc 106,01 37.6:1 FC LEVEL AT PROPERTY0.2 LINE RT. 29 + fo 0.4 fe 0.0 fe N/A NIA LUMINAIRE LOCATIONS INFORMATION TO BE ABOVE GRADE. Chao- the Orildlace cSL.)Iotr wirlic. it or, the appropilaiv 2. MOUNTING NGT, FOR WALL -MOUNTED [oBNH Dark bronzo No. Label X Location Y Z MH Orientation Tilt I B 336,0 289.5 20.0 20.0 137.0 0.0 2 B 373.0 326.1 20.0 20.0 134.4 0.0 3 B 409.3 360.4 20.0 20.0 139.3 0.0 4 B 493.7 377.4 20.0 20.0 228.2 0.0 5 B 621.6 345,2 20.0 20.0 226.3 0.0 6 B 542,6 309.7 20.0 20.0 228.9 0.0 7 B 566.0 223.4 20.0 20.0 -43.2 0.0 8 B 531.7 193.2 20.0 20.0 -40.0 0.0 9 WM2 441.0 179.5 16.0 16,0 138.8 0.0 10 WM2 460.5 196.5 16.0 16.0 139.4 0.0 11 WM2 479.5 213,5 16.0 16.0 137.7 0.0 12 WM2 497.0 228.5 16.0 16.0 135.0 0.0 13 WM2 515.6 244.3 16.0 16.0 138,0 0.0 1. MOUNTING NGT. FOR POLE FIXTURES INFORMATION TO BE ABOVE GRADE. Chao- the Orildlace cSL.)Iotr wirlic. it or, the appropilaiv 2. MOUNTING NGT, FOR WALL -MOUNTED [oBNH Dark bronzo FIXTURES TO BE ABOVE INTERIOR I"10 -OP, ELEVATION, X (A LIMOMIA LIA7H'71WAG X,, ?77?? SCWA Super CWA Pulse Start bi3ll;)s', FEATURES & SPECIFICATIONS (avflilBblo with 150W only) INTENDED USE - Stroots, walkways, Parking lot, and surrounding areas. LPI l -amp included tltnhidard) CONSTRUCTION -- Rugged, die-cast, single -piece nlurninurn housing with 120 SPA Square pole mounting (std) nominal visit thIcXnass of 1/8". Die-cast door frame has impact -resistant, Architectural Aroa Roadway Lighting tamporod, glass Ions t3/16" thick). Door fromo.is fully ooskatad with one- 208, RPA Round Palo mounting pioce tubular silicone and has tool less entry and resoallng. US, Patent No, AS 040,590, Canada Patorrt No. 94324. IGIV FINISH - Standard finish is Berk bronze (DDB) polyester powdor finish, withII DPD Dark broi lzo other architectural colors Bvoil3blo. 277 ASKMAI Must arm ad8ptel OPTICAL SYSTEM - Anodized sagmuntad reflectors for superior uniformity and(�A�ETAL HALIDE control, Wlartols attach with tool -loss fasWnars and are rotatable and in 50W, 70W, 1 JOW, 15OW, 175VV lorrhengetible, Four cutoff distributions Bvialinble: Typo 11 (roadway), Type M T11 10' to 20' Motintinq la&ymmeiric), Type IV (forward throw) and Type V (symmetric gQU3ru). iq r ELECTRICAL SYSTEM - 15OW and below utilizes a hjgh rouctnnra, high power Trextured Color - factor ballast IM Utilizes a constant-w8ttago 3Utotr9nsforp)&r ballast. square pole Only$ Ballasts, are mountod on a removable power tray with LODI-19,S., latch and lr)spv Dark pray have positive ,onnyot plugs. Ballasts are copper.wound and locking dial, spocific,71ions 100% factory -tasted. Optional Super CWA PUISG Start ballast lavallablo with 15OW only). Porcelain, medium -beta -spCket with copper alley, nickel -plated 5A: 0.7 W Longth: 21.5 (54.5 Chi) screw shall and center contact.. UL listod. Width: 12.5 131.� cm) INSTALLATION -- Integral arm for polo or wall mounting. Optional mountings O�-pth: 6.3 (15.9 cm) LISTING UL Listed (standard). CSA Certified or NOM Certified [suo Options), L Woight: 22 lbs (10 k9) UL listed suitable for wet locations (damp location listed in lens -up Orients- tionl. IP rated, All dlrncm;iQn( are inches Q-,hQ?ryise BPeclfied- ORDERING INFORMATION Examplo, AS1 175M SR41S(G 120 SPA 5F DNA LPI Chao- the Orildlace cSL.)Iotr wirlic. it or, the appropilaiv nornqnoloti,IT9 that boot suits YOW n"08 and linv. Order rccotiaorloG aR LOP-Atz c9.?l0Q number. [oBNH Dark bronzo GSA CSA Certified AS1 1 75M . SR2 TI3 WBA ?77?? SCWA Super CWA Pulse Start bi3ll;)s', ff�l 11 .=- (avflilBblo with 150W only) opliuna LPI l -amp included tltnhidard) ASI 50W 120 SPA Square pole mounting (std) Shipped Installed Architecture[ Gutora3 ASI 70M' 208, RPA Round Palo mounting SF Single Ivse (120, 277, 347, n1a TS)fi S31anqard •oloru ASI 1DUM 2402 WBA Wall biac!<Q1, (up or down)' DF Doublo fuss 1208, 240, 48OV, ri/a DPD Dark broi lzo ASI ISOM 277 ASKMAI Must arm ad8ptel T6)6 PER NEMA twist -lock iDctlptarf� Only \._ (standardl TW -H White - AST i75M ht arm, ni, 317 OSASI Decorative straight square pole only (ho Photocontrol) DBL Black 4W T13, DCASI uscorative cuRod arm, OR Corrosion -resistant finish Trextured Color - square pole Only$ ORS Quaru restrike system 110OW lr)spv Dark pray plaximum, lamp notincludgO 1 SDi SR? DSFJ Light gray I Distribution ��Ott,�,nt.d Type �11 (OG"dIA1311 SR3 Sagrelontod Type III asYnurotric 81114SCSogirriontod Typo IV forward throw, sharp cutoff SR5S Segmented Type V square it,,, Housesida thiel I , .1 OULU Black EC EnlGrgancy circuit (OWH " 0 White TP Tamper proof [oBNH Dark bronzo GSA CSA Certified DSPE Gruen NOM NOM Certified' DSPU Dark red SCWA Super CWA Pulse Start bi3ll;)s', IDSPH fled (avflilBblo with 150W only) DSFO Dark rod LPI l -amp included tltnhidard) OSPF Rug'. LAP Less lamp Shipped Separately, DSPf Rust PEI NEMA twist -lock PE (120, 208, 24OV) Shipped SaparzloIY7 PE3 NEMA twist -lock PE I347V1 0231 PE4 NEMA twist -lock PE (48OV) r1r f2T)M PE7 NEMA twist -lock NOIeTIJI ASIVG Vandal guard SC Shorting Cap for PER option 1 Not 6v.iIvbI;: with 480V. 2 Cn*t,ilt factory for avalinbIlity In CA,,ad;i, EL-Iff-CTKICAL PLAN Accessprios: T#11011 Mounting 911PflPtot 3 Optlon:fl multi -top baraal 1120, 208, 240, 277V) t120, 277, Ord Pr �)o n,.jrnbe r. Must be uged with rounid pole mour, no(RFIA) 047VInCZn.idal. SCALE 1 20'- 0" - f�l . 4 Mounted in lens -u p orlontatiQn, fixture is dam Q lo�,ad oil 1151-0 Numboio _utos r, Shippodeepartncly. Tenon O.D. 0 n P. Two(Mj 80' TwoQ�190a SF,QF,orQR3 options cannot 2.3/8" AST20.100 AST20-280 fl/a AST20-320 n/A Ole 7 Consult factory Tor availability. 2-7,8' AST25-190 AST25-2RO AST25.290 AST211,320 AST25-390AST25-490 s -May bc.Prcfvrvd o5 an arceatiory. 4" AST35.190 AST35.200 AST35-290 AST35-320 AST35-390 AST35-490 9 Additign;4 sri:hltor,,Ikirelcolors evallable!;sea wvAv,Iltl)o n la.corn for m arc inio rm;ntian. X/ X/ Z", X Z 17- X Z X \ Z L41 5- 6" �0,oo oo bo no -so 'so bo 'DO 0.0 be q,O '0.0 'so 'oo 0.0 *as 0,0 'oo _oo s.0 Ii.o 'oo 'os so .1 o.1 Vi Do bo bo bo '10.0 '0o 1A bo to b.1 b ,tr, \�e.4 �cs_ a- bo N so o.o $.1 'b.2 ✓`b.7 A, e /I " u.0 0.0 9.7 .6 'All ll B-4 X Z 15.52 92.2 a3.2 91.4 os bo b2 2 /t I y 2 '5 .2 1�a 1!l. 1 12,5 5.4 94.5 'so lo.t B 3 'D -3 t 2 0.a, ""4.2 9.1 12.5 1,1 '12 '17 %.7 sS.a Its t 2 4.7 8 12.8 q.o 1$a '5.4 2 X j ,3 111. 46.4 15s 12.1 9.6 6 04.8 B-2 %.5 X5 $1 oc TlGff-R ffUFL M 0 M tv %.i $.4 �.6 13s i.8 L 5 2 .0 - /%1^'.1 9.75 1�g N t.1 so x X a 4/ // 1�a Its %.a ot Vi bo �a 9 7 .6 It's 1 %,3 '21.6 .9 t.2 b.1 '0.1 D_ Z_ 5 bG 0,7_/ b\�,', 0 1.4 0, 'b.a + Is 4 �.5 %.6 W .5 .2 \,�,_ 1/1-; V T '2.2 2 °a b7 .5 b., b.2 2 7 11.2 '6.4 92.9 b.3 0\ w X\ b.9 Vo X, b.4 b.3 ,ee 'so -1 N 0.0 'so 'so b.2 .0 1�o 6 �.5 /,o.o as Ln Ld 0.2 94.6 'b.7 lj,o T2s0.1 b'o bo b.o As ts 3A bo FI�OFOSED COMMERCIAL BLDG. fVM RETAI L / RESTAU RANT BUILDING 6,G40 5f 'b,7 flu M 2.2 18.6 %.7 90.6 %.4 %.2 X be to b 0, b. �I-.,\o Y" X b.o b.7 1.2 1.8 90.2 %A %.a %.7 %.4 - ------------ Ir 7 -T-, %.7 �o Is/ Vg Z \,J 2- t., 6 o 71 Y 4- 1.5`� •.foo �,$.7��1 10.2,- tJ '0.1 b2 b.1 V2 InA o o a LLJ 6, Zto 2 1," b.2 Z 0 LLA 11. 2 0, 4. FEATURES. & SPECIFICATIONS INTENDED USE Streets, Walkways, parking lots and surrounding areas. CONSTRUCTION Flugood, die-cast, single -piece aluminum housing with nominal well thickness of 113". Dio-ca&!, door frame has impact-rWstaini, Architectural Aron & Roadway Lightino tampered, glass lens (3(16* thick). Door frame is hilly gaskated with ono - piece tubular ailicono and has tool -less entry and resealing. US. Patent No, D447,550. Canada Patent No. 114324. FIN13H - Standard finish is dark broinke IDOR) polyester powder finish, with AS2 other architectural colors available. OPTICAL SYSTEM - Anodliod 3ognionted reflectors for suporior uniformity METAL HAWIDE and control, Reflectors attach with tool -loss follunars and aro rotatable 20OW, 250% 320T3;_0WiFR� and interchangeable. Fivo cutoff distributions avail8blu: Type 11 (roadway), IUB to 35' Mount'ling Type III (asymmetric), Typo IV [forward throw), Type IV (wide, forward Thl 0 throw) and Typo V ft;yrnmo1rIc square). r_ K Ij ELECTRICAL SYSTEM -, Ballast is constant -wattage autotranOiarmor ballast Z Z Z standard. 20OW, 32OW and 35OW raquira Super CWA Polao Start ballast bi - (must order SCWA option). All ballasts are mounted on a ramoyablo Specificatlonr Q 0 UJ [3 power troy with tool -less latch and have positive locking di6conrfocl of plugs. Ballasts are coppot-wound and 1001/4 factory-Lostod. Porcol8in, EPA: Q ft' mogul -base socket with coppar alloy, nic!kal-platod screw shell aid can- Lngth: 28.0 (71-D cm) T 0 tar contact, UL listed.Width: 16.5(41.9cm) Z INSTALLATION - Integral arlu for pole Or w3[i InoUnting. Optional mountingspepUt: 8.3 (21A cml W available. USTING - UL titled (standard). CSA Ger,Oigd or NOM Certified fees Options). Might: 45 lbs (20-4 kg) L [L UL listed suitable for wet location, (damp location listed in lens -UP OrlOh- Alt dimension& are inches (,;enUrnclQr!;) vniess otherwise spcclflpd. Z rj_ tation). IP rated. < In 0 Z Example: AS2 250M SR4SC 120 SPA SF DNA LPI :E ORDERING INFORMATION LO 0 Chooretheb Id face o;a4lv g nomenclature that bQrt luits your no ado and wrlic. Itgn th R appropriate One. 0 Order,.ircesawlea as separate c;ataloq number. J LO ,A32 -400M . SIR SC TB RPA DM19AS ?7?77 M W W EEs. �e_ E ..7 W Voltage untirig opfion& : 'j, 120 SPA Square pole mounting (Std) Shipped Installed Architectural Colorer 1. ASZ ZOOM zoat RPA Round pol �amou mounting SF Single fuss t120,777, 347, n/5'TB) Sia J 2402 WBA Wall bracket (up or down)' OF Double fuse (208, �40, 48OV, nja T9 DDB Dark bronze A82 250M J 271 ASKMA2 Mast arm adaptors PER NEMA twist -lock receptacle Only A32 350M' 347 9SAS2 DGCOWIVO straight arm, (no photocunt(PI) DWH White W LL W 46V square polo only CH Corrosion -resistant finish DBL Black TO DCA$2 Decorative curved arm. QRS cuaru r9strikG sy.11wn WOW Textured Delete W _j square pole oniys maximum, lamp not included) OSPO Dark gray HS Houseside shield (SR2, SR3, SR4W) DSP.( Light gray El Distribution SR2, S9gniont9d Typo 11 roadway S83 So 8"ymmotric SSC Segmented TyP4 IV forward� Sher CUtorl SAW Segmentod Type IV wide, forward throw SASS 5ugmertod Typo Vl.squara ED 8racrQcncy circuit OULU Black LL TP Temper proof DWHOWhite GSA CSA Certified DENA Dark bronze NOM NOM Certified DSPE Grorgn SCWA Super CWA Pulse Start ballusta DSFO Dark rod LPI Lump included (standard) DSPH Red L/LP Lass lamp DSPf Rust J 0 B 1,4 0: Shipped SaparzloIY7 0231 PEI NEMA twist -lock PE 020, 206, 240VI DATE: FE3 NEMA twist -lock PE t347V) PL4 NEMA twist -lock PE (48OV) 1 0-9-03 PE7 NEMA kwist-loCk PE (277V) NOTES: AS2V0 Vandal guard 1 Must use re,,6U,9djaQkotIamv ED28. DRAWN: 2 Congult factoryforavallabilityin Canada. SC Shorting Cap for PER option PMT W 1 0 tional multi tap Wilaz-1 (120, 208, 240,277V) (120, 277, I�in Canada). Accessories: T.non Mounting SllpflttOr A Mounted in len!k-Up otlqmaion, fixture ia damp location ]Whd. Order as aeparate catalog number. Must bc usedwith round pole rnountih,g (RT'A). Number offixturea Shippcd:mparot-Iv. 13 Conrult factory for avallablOty. 7 May be ordered as or) 4coi*,,Qry,01 Throq(�120`Throo(7) I FoyAr9o' Tnnon Q.0. One _Two(�i�04 Two99 JL___ a Additional architectural solo's 34149,* s0 2.3/6' AST20.120 AST20-280 R/A ASTZO.320 n/a o1ra www.lith onio.con) for in ore Into rniatl on. 2-7/8" AST25-10 AST25-280 AST25-290 AST25-220 AST25,3911 AST25-490 9 Not bvailabl; with 400M and 450V. 4' AST35-11110 AST35-290 AST35-290 AST35-320 AST35.390 AST35-450 /001, TIGER FUEL I It TAX MAP 32 PARCEL 3ef TIGER FUEL CO. FOREST LAKES MARKET (* FUEL) U.B. 900, P.525 ZONED HC (HIGHWAY COMMERCIAL) ENTRANCE CORRIDOR OVERLAY DISTRICT S,3S Ld A —S,3S- 535 5,3,3 0 533 V) " \ / // v z --) — -12- \\ \