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HomeMy WebLinkAboutSDP200300087 Plan - Approved Stormwater Management Plan 2003-11-12ADJACENT PARCELS TAX MAP 4GB4 PARCEL 9 AKBY'S AT FOREST LAKES D.B. 1 071 P.49) D.B. 1071 P.493 -49G PLAT D.B. I I G9, P. 345 REDIV15ION PLAT ZONED P.D.S.C. ENTRANCE CORRIDOR OVERLAY DISTRICT TAX MAP 32 PARCEL 3GF TIGER. fLE-L CO. FOREST LAKES MARKET D.B. 990, P.525 ZONED HC (HIGHWAY COMMERCIAL) ENTRANCE CORRIDOR OVERLAY DISTRICT TAX MAP 4GE4 PARCEL 2 JA-ZAN L.P. FOREST LAKES SHOPPING CENTER D.B. 1 120 P. 445 D.B. 1323 P. 404 ZONED P,D.S.C, ENTRANCE CORRIDOR OVERLAY DISTRICT TAX MAP 4G54 PARCEL 3 JA-ZAN L.P. VACANT D.B. 1 07 1 , P. 493-496 PLAT D.B. 1 133 P. 372 ZONED P.D.S.C. SITE BENCHMARKS: TOP OF ROD AT EASTERNMOST CORNER OF THE PROPERTY (SEE 5H. C-1) ELEVATION 528.75 USGS DATUM TOPOGRAPHY BASED ON SURVEY B. AUBREY HUFFMAN * ASSOCIATES, LTD, DATED 2-1 1-03. CONTOUR INTERVAL: EXISTING GRADES: I' FINISH GRADES: P BOUNDARY INFORMATION BASED ON THE FOLLOWING PLATS * SITE PLANS: ROUDABUSH � GALE ASSOCIATES, INC. DATED 4-29-9 1, REVISED 2-4-92 D.B. 1071 P. 493-49G PLAT SURVEY BY B. AUBRY HUFFMAN ASSOCIATES, LTD, DATED 2-11-03 DATED 4-29-9 1, REVISED 2-4-92 D.B. 1071 P. 493-496 PLAT ARBYY AT FOREST LAKES NORTH SITE PLAN DATED JUNE 1, 1 999, REV. DEC. 1, 1999 PREPARED BY ROUDABUSH, GALE * A550C., INC. FOREST LAKES MARKET/TIGEK FUEL SITE PLAN , SITE GRADING * DRAINAGE PLAN DATED MAY 4, 1998, REV. APRIL I G, 1999 PREPARED BY BETHANY PUOPOLO FOREST LAKES SHOPPING CENTER AMENDED SITE PLAN DATED APRIL 4, 1993, REV, JULY 13, 1993 PREPARED BY TWH ARCHITECTS, INC. T NATIVE A i� ♦ ■ iiia ♦ iiia NIL iii ♦ ♦ ♦ � ♦ GENERAL COINSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RGHT-OF-WAY,INCLUDING CONNECTION TO ANY EXISTING ROAD, & PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONdS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTFKURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:J. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED OR RIP RAP LII`NED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR H15 DESIGNEES, IT 15 DEEMED NECESSARY IN ORDER TO STABALIZE A DRAINAGE CHANNEL. G. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATFEST EDITION, 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. 8. ALL .EXCAVATION FOR UND] ::GROUND PIPE. INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUS -c -c / (29 CFR PART 192G). 9, IT SHALL BE THE COQ' )RS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE CONDITIONS, FINAL GRADING AND FIELD Lr\YOU"4` ON THIS PROJECT AND REPORT ALL INCONSISTANCIES TO THE ENGINEER, SURVEYOR., ARCHITECT ANU OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RE.5P0N5IBILITY FOR ANY ERRORS AND INCONSOTINCIES. 10. THE SPILLOVER OF LIiGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURALL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF (112) FOOT CANDLE. 1 1. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND, 12. IN LIEU OF CONCKETFE STORM DRAIN PIPE ADS N-1 2 CORRUGATED POLYETYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE P15-1, 13. ALL CONSTRUCTION A\ND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTIO)N. 14. EACH OUTDOOR LUM11INARE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CU70FF LUMINARE OR A DECORATIVE LUMINARE WITH FULL CUTOFF OPTICS. A15. REQUIRED PARKING SETBACK 15 10 FT, REQUIRED BUILDING SETBACK IS 30 FT. Al G. FIXTURE COUNT: I 0 TOILETS, 10 LAVATORIES, 5 JANITORS SINKS, 5 DRINKING FOUNTAINS, I COMMERCIAL KITCHEN FOR 1800 SF GROSS 'RESTAURANT, 5 H05E BIBBS. WATER AND :_;EWER. GENERAL PLAN NOTES 1. WORK SHALL BE SUBJJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY IN6FECTOR5. THE CONTRACTOR WILL BE RESPONSIBLE FOR NO-TIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK, 2. THE LOCATION OF EXIISTING UTILITIES ACROSS OR ALONG THE LINE OF THE FKOP05EED WO -K ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHER;F SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHAILL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES .AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNITY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVEATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "M155 UTILITY" (1 800 552 7001). G. ALL WATER AND SEWE=R PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEA53UKED FROM THE TOP OF PIPE, OVER THE CENTER LINE OF PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AN[) WATEKLINES, ECT. 7. ALL WATER AND SEWE=R APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDIY DITCHES. 8. VALVES ON DEAD ENG) LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. CONTRACTOR SHALL PIROVIDE ACSA COMPACTION TEST RESULTS IN ALL FILL AREAS. 10. A BACKFLOW PREVENTION DEVICE AND A PRESSURE REDUCING VALVE ARE REQUIRED ON THE DOMESTIC WATER SERVICE LINE, AAIRPORT ROAD STATE ROUTE G49 N� q�e�s SITE FOREST LAKES A� CE TERING VICINITY MAP DRAWING INDEX CS COVER SHEET Cl- I SITE PLAN C-2 SITE PLAN - OFFSITE UTILITIES L- I LANDSCAPE PLAN L-2. LANDSCAPE DETAILS PLANT SCHEDULE EC- I STOKMWATEK BMP EROSION CONTROL PLAN EC -2 STORMWATEK BMP EROSION SEDIMENT CONTROL PLAN - OFFSITE UTILITES EC -3 STORM WATER UTILITIES PROFILES BIOFILTER E- I ELECTRICAL PLAN 3 FLOODPLAIN * WATERSHED I . THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 2. THE SITE 15 LOCATED IN FLOOD ZONE C, (OUTSIDE THE 100 YEAR FLOOD PLAIN LIMITS) AS SHOWN ON THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE CO. 3. THERE ARE NO STREAM BUFFER LIMITS APPLICABLE TO THIS PROPERTY. A3 PAVING NOTES AISLES AND PARKING AREAS: G" VDOT 21 OR 21 A, 2" TYPE 5M -9.5A ASPHALT WALKS: 4" VDOT 21 OR 2 1 A, 4" CLASS A3 CONC. DUMPSTER PAD: 4" 21 OR 21 A, G" CI A5SA3 CONC. WITH #40 12" O.C. EA, WAY AOE'ESTREET PARKING 3 ALL PARKING SPACES ARE 9'x 16' MINIMUM INCLUDING 2 FT. OVERHANG WHERE APPLICABLE . HANDICAP SPACES ARE 5'x 18' MINIMUM WITH 8' WIDE VAN ACCESSIBLE ADJACENT AISLE SPACE. ZLALL PARKING LOT AISLES ARE 24' WIDE. TRAI=FIC GENERATION NOTES I . TM 4GB4-8 THE SHOPS AT FOREST LAKES * TMP 4G54-2 FOREST LAKES SHOPPING CENTER - GROSS LEASEABLE 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 8„G-40 -U. r -T, i 5TOKY,35 FT. MAX, NO SPRINKLER TYPE 2C CONSIRUCTION ITE SQUARE ti S PARKING ciC;r_EDIJLI= 12% 24% TMP DESCRIPTION USE CODE FOOTAGE 4� GROSS INTERNAL PASS -BY NET 0 TRACT I -A, PARCEL D MCDONALDS 834 2633 �O I GG4 (200) (399) 00 �_T I A TRACT I -A, PARCEL C I HORTON FINANCI^,L d = 47.03% 4O 4GB4- I A I TRACT I -A, PARCEL C2 DR. KAHN 3437.5 U VICINITY MAP DRAWING INDEX CS COVER SHEET Cl- I SITE PLAN C-2 SITE PLAN - OFFSITE UTILITIES L- I LANDSCAPE PLAN L-2. LANDSCAPE DETAILS PLANT SCHEDULE EC- I STOKMWATEK BMP EROSION CONTROL PLAN EC -2 STORMWATEK BMP EROSION SEDIMENT CONTROL PLAN - OFFSITE UTILITES EC -3 STORM WATER UTILITIES PROFILES BIOFILTER E- I ELECTRICAL PLAN 3 FLOODPLAIN * WATERSHED I . THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 2. THE SITE 15 LOCATED IN FLOOD ZONE C, (OUTSIDE THE 100 YEAR FLOOD PLAIN LIMITS) AS SHOWN ON THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE CO. 3. THERE ARE NO STREAM BUFFER LIMITS APPLICABLE TO THIS PROPERTY. A3 PAVING NOTES AISLES AND PARKING AREAS: G" VDOT 21 OR 21 A, 2" TYPE 5M -9.5A ASPHALT WALKS: 4" VDOT 21 OR 2 1 A, 4" CLASS A3 CONC. DUMPSTER PAD: 4" 21 OR 21 A, G" CI A5SA3 CONC. WITH #40 12" O.C. EA, WAY AOE'ESTREET PARKING 3 ALL PARKING SPACES ARE 9'x 16' MINIMUM INCLUDING 2 FT. OVERHANG WHERE APPLICABLE . HANDICAP SPACES ARE 5'x 18' MINIMUM WITH 8' WIDE VAN ACCESSIBLE ADJACENT AISLE SPACE. ZLALL PARKING LOT AISLES ARE 24' WIDE. TRAI=FIC GENERATION NOTES I . TM 4GB4-8 THE SHOPS AT FOREST LAKES * TMP 4G54-2 FOREST LAKES SHOPPING CENTER - GROSS LEASEABLE 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 OWNER. M'ONTIBELLO PROPERLY INVESTMENT CO. 235 TERRELL ROAD WEST CHARLOTTESVILLE, VA. 22901 DEVELOPER MUNI IBELLO PROPERTY * INVESTMENT CO. 235 TERRELL ROAD WEST CHARLOTTESVILLE, VA. 22901 TMP * ACREAGE 4GB4 - 10 I .00OACRE .ZONING P. D.S.C. WITH TRAFFIC PROFFER ZMA--88-1 G ENTRANCE COKRI DOR OVERLAY DISTRICT AIRPORT IMPACT AREA AC-CE55 EASEMENTS SHALL 13E DEDICATED TO PUBLIC USE COMMERCIAL 8„G-40 -U. r -T, i 5TOKY,35 FT. MAX, NO SPRINKLER TYPE 2C CONSIRUCTION ITE SQUARE PARKING ciC;r_EDIJLI= 12% 24% TMP DESCRIPTION USE CODE FOOTAGE GROSS GENERATION RATE GROSS INTERNAL PASS -BY NET 4GB4-18 TRACT I -A, PARCEL D MCDONALDS 834 2633 G32.12 VI PD/ 1000 sf I GG4 (200) (399) 1065 4GB4- I A TRACT I -A, PARCEL C I HORTON FINANCI^,L 4775 = 47.03% 4GB4- I A I TRACT I -A, PARCEL C2 DR. KAHN 3437.5 4GB4- I A2 TRACT I -A, PARCEL C3 NORTH PART OFF. BLDG. 8000 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 912 2500 265.2 I VTPD/ 1000 sf GG3 (80) (1 59) 424 4GB4-101 TRACT I -A, PARCEL 152 1 ST CITIZENS BANK 9 1 2 2930 205.21 VTPD/ 1000 sf 777 (93) (185) 497 4GB4-102 TRACT I -A, PARCEL B3 UNDEVELOPED 4GB4-103 TRACT I-A,PARCEL B4 CLASSY CAR WASH 847 2 BAY 35.27 VTPD/WASH BAY 71 (8) (1 7) 45 4GB4-9 OUT PARCEL 11 ARBrS 834 3173 G32. 1 2 VTPD/ 1 000 sf 2006 (24 1) (48)) 1 284 4GB4-10 OUT PARCEL III PROPOSED BLDG. 832 8640 130.34 VTPD/ 1000 sf 1 1 2G (135) (270) 721 4GB4-8 OUT PARCEL 1 SHOP @ FOREST LAKES 10,050 4GB4-2 TRACT II FOREST LAKES SHOP'G CTR, 53,279 4GB4-3 TRACT III UNDEVELOPED PDSC 820 63,929 5343 (G4)) (1282) 3420 7574 OWNER. M'ONTIBELLO PROPERLY INVESTMENT CO. 235 TERRELL ROAD WEST CHARLOTTESVILLE, VA. 22901 DEVELOPER MUNI IBELLO PROPERTY * INVESTMENT CO. 235 TERRELL ROAD WEST CHARLOTTESVILLE, VA. 22901 TMP * ACREAGE 4GB4 - 10 I .00OACRE .ZONING P. D.S.C. WITH TRAFFIC PROFFER ZMA--88-1 G ENTRANCE COKRI DOR OVERLAY DISTRICT AIRPORT IMPACT AREA AC-CE55 EASEMENTS SHALL 13E DEDICATED TO PUBLIC USE COMMERCIAL 8„G-40 -U. r -T, i 5TOKY,35 FT. MAX, NO SPRINKLER TYPE 2C CONSIRUCTION SYSTEM A20 EMPLOYEES MAXIMUM PARKING ciC;r_EDIJLI= REQUIRED PARKING: 8,040 SFX 5.E C;- = 48 SPACES PARKING PKOViDEF,: = 50 SPACES 48 SPACES (9' X 181 2 VAN ACCESSIBLE 51"A01-5 MIN. AISLE WIDTH: 24 FEET LAND U5E SCHEDULE EXISTING PROPOSED BLUILDING 0 sf 0% 10,308 sf = 23.80% 43,560 cf 100% 8,089 sf = 19.95% AOFPEN PA^,VED 0 sf 0% 24,503 sf = 56.25% TOTAL IMPERVIOUS AREA 34,871 sf = 80,01% TOTAL 43,500 sf 100.00%, 43,560 sf = 100.00% PARKING * VEHIC. CIRC, AREA 20,487 sf = 47.03% 51TE LIGt1TING 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 INIITIAL LUMENS `HALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMNAIKE WITH 1=ULL CUTOFF OPTICS. TH1E SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ON\ITO PUBLIC RADS AND PROPERTY IN RESIDENTIAL OR RUJRAL AREAS ZGNIING DISTRICTS SHALL NOT EXCEED ONE - HALF (1)12) FOOT CANlE. MAX. POLE HT: 20 FT, ABOVE GRADE. CIVIL ENGINEER AB. AUBREY HUFMAN * ASSOCIATES LTD, 1°95 KIVERBENDDRIVE CHIARLOTTESVILE, VA 22901 TELEPHONE (434) 979-812 DEPT. OF PLANING ANMD COMMUI`TY DEV DEPT. OF EN'7INEERING DEPT. OF ZONING APPROVALS VIRGINIA DEPT. OF HIGHWAYS VIRGINIA DEPT. OF HEALTH ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY FIRE OFFICIAL ALBEMARLE COUNTY BUILDING OFFICIAL A1btarie Cowry Engineering & Public Werk$ UA 51TE - Q o Z n z O O oD-3< U]U)� wz w �= z Q Q LL z z Q m :� :� z w � u= Q O O z z z z 0 0 IL Lu w o 0 (L/ (1zLL w is STORM DRAINAGI NUMBER TYPE L TOP 1 DI -3A 2.5' 526.89 ❑2 ES -I • PARKING LOT ❑3 TRENCH DRAIN 526.50 ® DI -3A 2.5' 526.80 ❑s E5-1 > • © DI -7 524.0 F7 MH 521.80 B EXIST. MH 519.4E WATER MeY \ \ ARE V� 12ED \ BY 5 ICE jHOR TY1 I / / C. L U/G PHONE\C\ABLESPROPOSED/ � CONVEYANCE D P{ y91� ryff-- RETAIL/ RESTAURANT BUILDING 8,640 5F EXI5T. STM MH /moi. g A / 24.85 \ SXr - MH I \ \ `% EX15T. TAX MAP 4684 PARCEL 9 \ GAS SERVICE LOCATIONS TO •` I BE COORDINATED BETWEEN AKBYS AT FOREST LAKES \ ZONE: P.D.S.C. \ OWNER AND CVILLE GAS DEPT. D.B. 1071 P. 491 yo D.B. 1071 P.493-496 PIAT \y l 6 D.B. I I69, P. 345 REDIVI510N PIAT Q 2` 0Q aee ZONED P D 5C ) p \-v G�'0 �2+ ee. ;%-SWALK \,�.� FD r 4� ph 2T/ 0 o-3 TIGER FUEL TAX MAP 32 PARCEL 36F TIGER FUEL CO. FOREST LAKES MARKET (4 FUEU D.B. 990, P.525 ZONED HC (HIGHWAY COMMERCIALI ENTRANCE CORRIDOR OVERLAY DISTRICT \ B z 0 m rc O F * 25'STORM SEWER EMF�K \ D.B. 1064, P.53 F. 5 PI F tiFOI �a D.B. 1098, P. EXIST. D 213-2)4 P EXIST. RM(xR. z z Z O ow cl Y \ ♦ MH - T u�0' • PARKING LOT NV. F4.97 lw f Q� MH TOP 529.42 /MH INV 524.86 Q? TAX MAP 4684 PARCEL 3 L.P. • 1 FJA-ZAN z I ZONED: P.D.5.C.! > • Q N O z VARIABLE WIDTH SANITARY AND / ENTRANCE CORRIDOR OVERLAY DISTRICT STORM SEWER EASEMENT DB 1098;, 1 >_\�� ��� \ I ye,PyA�„�coe'e0e-,(e� L�,O•R4`5020 P.208 (PP. 213-214 PIAT) \ �`e_ _� \ by \ T� 0 • 0 \ e -524"-" 4g4YT ST �D(IST_30"RG-_---0(IST.5TMI 52 \` ` %1 \\ \°pBoAO\pA\' ye,6o�rL�N o \ \ \ S� \'o pah1�'/ yPaQ2\ A°� ` �scZ 2d \G2 Qe cv O. Q % Q �0 2 % f? F % e S B \ \` ¢\ \ / ' @� �\ \ %� e5l' FOREST LAKES y� / - SHOPPING CENTER ��-•—___\ A ` ` W \ G ` 'p\ \ \ t09�i p, / TAX MAP 46B4 PARCEL KOPOSED MANHOLE I I5T. ' RCP FOREST LAKES SHOPPING CENTER QTYA N p\ STORM SEWER D. B. 1 120 P. 445 ` 3\ �iy� GF'�/ - �CF`�OTyF c ? / 25' STORM SEWER EASEMENT D. B. 1323 P. 404 ZONED P.D.5.C. D.B. 1064, P. 20 (P. 543 PIA 5 �Y' / n ENTRANCE CORRIDOR OVERLAY DI5TR1Ci NORTH `` Np P\ 11 W \ 1` \\ \ h� 0 QAt / 0 OO / 213-214 PLAT) 208 (PP. SITE PLAN Dg9F \ \ \ AyA SCALE 1 ^ = 20 - 0' \� O�\ \ \e �I�•��� y 52 40 ACCESS EASEMENT D.B. 1 169 P. 343 z J U o 0 z Cn J N o a Q z - } z w - > 7 - Q N > 2i LL a w LL J J U, J ww w ?� W ? F m z O w J Q J � > a x LD U U in W Z E!3 W 0 Z� ❑ W Q Qi � Q L7 W Q z z Z O ow < Ll Q • PARKING LOT m lw Z TAX MAP 4684 PARCEL 3 L.P. • 1 FJA-ZAN z I ZONED: P.D.5.C.! > • Q N O z VACANT ApTIN/1 F. EOMpF05 PLAT W I O D.B. 1071 , P. 493-496 1420'B D.B. 1133 P. 372 T �;� •'��ItiQ•S6 O O ❑ ZONED P.D.S.C. J En 11 UJ W W W f hi j LEGEND ir In J it W J It ® EXISTING ON51TE UTILITY EASEMENTS F Q O N W F W PROPOSED LAND CONVEYANCE TO OWNERS OF ® TRACT III, TMP 46B4 PARCEL 3 W m ir J PROPOSED CONSTRUCTION C UTILITY EASEMENTS 0 Q EXISTING 20' ACCESS EA5EMENT'C' k 40 ACCESS E5MT EXISTING ACCESS ESMT. FROM TIMBERWOOD BLVD. JOB NO: PROPOSED GROSS ACCESS EASEMENT 023 1 DAT' . - - - - . EXIST. TRAFFIC MEDIAN LINE AT ACCESS EASEMENT 6-23-03 —WN: WP NKL c 2 OF 9 \ �-- a4 �¢ IXI$7. 8 DIP C TE G� MATCH LINE �yc \ Y RE - \\TERLINE�- ENr Z \ N Tp K 1 ' I ► 'TIMBERWOOD BLVD. I ' 1 00' R -O -W (DB 1 1 15. P. 1 24) U/Lu ,� I IL N L I I m - �j101 I I I I Q m�m I ' Q Q I Umzg I Z �2 N_ I I I Q�02 Ir j J 0L I If 1 / f ' m , ti�� Nva hatia�a,• / moo / / SITE PLAN - OFFSITE UTILITIES SCALE —20-9 T" R 4-41 I � I � I OFFSITE UTILITIES 4 EASEMENTS CONTINUE FOREST LAKES SHOPPING CENTER TAX MAP 4684 PARCEL 3 FOREST LAKES 511OPPING CENTER D.B. 1120 P. 445 D. 11. 1323 P. 404 ZONED P.D.S.C. ENTRANCE CORRIDOR OVERLAY D15TRICF W W N o= �z J a L)z O a fi J O a Q z - > Z 00 ¢ ¢ Z — Q N � Z u - a w ILL J J � U J = Z ¢ ul } w w WZ� crzo j W J Q J � �a Z m U U W Z Ul Li 0 z� 0w QL3 �Q W LoQ ZZ z i� �b•• • , ,� ,pF,V� LlU d' r z � 11 Lo A� w —�i anxun F. Z F a 14 s z R W 17 In -jmm W w v -i LEGEND W Q � J0F ® EXISTING ACCESS E5MT. FROM TIMBEKWOOD BLVD. 0❑ W W W to EXIST. TRAPPIC MEDIAN LINE AT ACCE55 EASEMENT 0: Q LL doe Ho: 0231 once: 6-23-03 owswH. REG WP NKL C -Z 3 OF 9 DUMPSTER SCREEN DETAILS SCALE: I/4" = 1'-0" PLANT SCHEDULE TYPE 51ZE BOTANICAL NAME COMMON NAME QUANTITY REMARK5 SCREENING SHRUB 24" TALL THUJA OCCIDENAL5 'EMERALD GREEN' EMERALD GREEN ARBORVITAE 0 SHADE / STREET TREE 2 1/2" CALIPER ACER SACCHARUM CVR. SUGAR MAPLE 10 LARGE SHADE / STREET TREE 2 112" CALIPER LIQUIDAMBAR 5TYRACIFLUA' ROTUNDILOBA' KOTUNDILOBA SWEET GUM 4 SMALL SHADE TREE 2 1/2" CALIPER CARPINU5 BETUL.U5 EUROPEAN HORNBEAM 3 SCREENING SHRUB 24" TALL ILEX GLABRA INKBERRY 3G BIOFILTEK SHRUB 24" TALL ILEX GLABP.A INKBERRY 7 SCREENING SHRUB 3'-0" - 4'-0" MYRICA CEKIFERA SOUTHERN WAX MYRTLE J7 EXPOSED PORTION TO HAVE BIOFILTEK SHRUB 24" TALL MYRICA CERIFERA SOUTHERN WAX MYRTLE G EXTEND BASE DOWN AS SCREENING SHRUB 5-0" - G'-0" HAMAMELIS VERNALIS VERNAL WITCH HAZEL 3 U N D15TU RBED SOIL OR SCREENING SHRUB 5'-0" - G'-0" HAMAMEU5 VIKGINIANA WITCH HAZEL a SCREENING SHRUB 4'-0" - 5-0111 CLETHRA ALNIFOLA 5UMMERSWEET CLETHRA I I CVR. 'FOREST PANSY OR EQ, ORNAMENTAL TREE 0-0" - 7'-0" CORNU5 FLORIDA WHITE FLOWERING DOGWOOD 2 ORNAMENTAL TREE 5'-0" - G' -O" CEKCI5 CANADENS15 CVR. PURPLE -LEAFED REDBUD I CVR. 'FOREST PANSY OR EQ. SCREENING SHRUB 24" TALL PRUNU5 LAUROLERA5U5 CVR. DWARF CHERRY LAUREL 57 CVR. 'OTTO LUYKEN' OK EQ, SCREENING SHRUB 4'-0" X 5-0" VIBURNUM X PRAGEN5E LEATHEKLEAF VIBURNUM 5 SCREENING SHRUB 24" TALL ABELIA GRANDIFLOKA CVR. COMPACT ABELIA 24 GROUND COVER G" POTS LIRIOPE MU5CAKI CVR. LILY"URF 234 18" ON CENTER GROUND COVER PACHYSANDRA TERMINALIS CVR. PACHYSANDRA 400 12" ON CENTER THE OWNER PROP05ES TO 5UB51TUTUTE I (ONE) CINQUEFOIL (Potentilla fructicosa cvr.) FOR EACH COMPACT ABELIA (Abelia grandiflora cvr.) SCHEDULED, SUBJECT TO AVAILABILITY AT THE TIME OF PLANTING. 17POLE (20' TOTAL ABOVE GRADE) BOLT COVERS FURNISHED W/ POLE. PAINT EXPOSED PORTION OF BOLTS W/ RUST INHIBITER. m — II 1, v 3/4" CHAMPFER ANCHOR BOLTS PROVIDED BY MANUFACTURER FIN. GRADE o D_ N � ♦ilq' ;�_ A�I all 3/4" PVC CONDUIT � ♦ �r d IIS 4-#5d ♦°d, a , _ _ q r14 #3 TIE BARS @ 12" O.C. q� 'ell°, ®' ° ° II ♦ a � 4 I' -G" DIA. CONC. BASE. L EXPOSED PORTION TO HAVE _ -''Fl l I - ! � 1= RUBBED FINISH. EXTEND BASE DOWN AS 1=1 1=1 I I— 1=i 11=1 i I I—III—I 11=1 11=1 11— REQ'D To BEAR ON I 1=1 I I—I 11=1 11=1 U N D15TU RBED SOIL OR =III=III=111=111=1-III- COMPACTED FILL POLE LIGHT BASE NO SCALE m 0 0 ,o N cr? MEN Q Q m z 0 a 6 Q Q w � Q Q z z w w t- f- J J z z O O LL U- R i A JOB NO: 023! DATE: 6-23-03 DRAWN: NKL CBH ow FOREST SPRING MHP 0 TOTAL DISTURBED AREA = 1.0 ACRES SOIL TYPE , UDORTHENTS LOAMY EXISTING VEGETATION : AREA IS PRESENTLY COVERED WITH DENSE GRASSES, WEEDS AND UNDERBRUSH OF VARIOUS KINDS. THE IMPORTING AND EXPORTING OF MATERIALS FROM THIS PROJECT MUST BE FROM OR TO A SITE 'THAT HAS A CURRENT APPROVED SOIL EROSION PLAN WVI TH A C URRENT BON D. F -M I STORM DRAINAGE STRUCTURES ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SI TE. NUMBER TYPE L TOP INVERT IN -INVERT OUT El DI -3A DI -3A 5 26.59 523.89 --- E5_1 sediment control practices will be constructed and maintained according 523.0 3 TUNCH DRAIN Sediment Control, Handbook and Virginia Regulations VR 625-02-00 52G.50 525.0 /! DI -3A-- DI -3A 526.80 -// 523.80 5 ES -3: All erosion and sediment control measures are to be placed prior to or as E5-1 the first step in clearing. 523.0 DI -7 524.0 519.0 maintained on the site at all times. MH 521.80 51 73G, 515. 10 514.85 i EXIST, MH 5 19.46 514.2G, 5 1 1.0 494.41 ESTTS f29 IN PK }R ES t7�9i7 eake 4 eake hop Cfr Nom .moi t FIE? ES -6: The contractor is responsible for installation of any additional erosion. y c control measures :kecessary to preven` Prosiap" and siedimentation a's 100 ` toy N �Z,, determined by the p4an approving ahority. °� S '1`l;� ;;pt� ut 'R Vl:.4_Ac__ ES -7: All disturbed areas are to drain to approved sediment control measures at -k- Axe'" EGI E ,ak�'B W'' all times during land disturbing activities and during site development until / ,� ✓ ELEV. x28.75 oES " Q5>y on C CKEA oQ°�E`t)q' final stabilization !, achieved. / USid DATU o lA H/ c O� ./ / ,''' ES -S: During dewatering operations, water :;ill be pumped into an approved I / / �, EXI5T, r y B QHS 0 mE0 pP = EC r-`:. 6.9 filtering device. �/ I ESL. Q .,,.. / PQL H2yEYM PO � HO���gj x � 'v epi E p 2 111 Q, � ES -9: The contracta�� shzil inspect ail erosion control measures periodically and � �-''� U 9 a o after each runoff -producing rainfall event. Any necessary repairs or / 2 9AS MAIOEN p3 0 �,„ OG O� AO o 2 � ✓ff oEee Tea F ' �, cleanup to maintain the effectiveness of the erosion control devices shall "f ua o /!. e "�'" e �' Q°�� be made immc-diately. 'ta4_°,YPAEA.i1 to V I C I N I T Y MAP 1=200`0 --- �' COPYRIGHT ADC THE MAP PEOPLE / PERMITTED USE NUMBER 21102204 EXIST. 5TM MH �2 �E GEND /✓ ;� 5.0 1 SAFETY FEN C E SAF 3.02 CONSTRUCTION ENTRANCE C E % 3.03 CONSTRUCTION ROAD / STABILIZATION 3.05 SILT FENCE S F --A ---X -)C-- 5 24.85 f 3.07 STORM DRAIN / SAN -MH INLET PROTECTION ' P / EXI5T,. 3 .13 TEMPORARY SEDT MENT TRAP ST \ 3 .1 8 OUTLET PROTECTION O 3.30 TOPSOILING ' TO �\ i 3.31 TEMPORARY SEEDING TS \� IST�30 (IST. 51 M 3.35 MULCHING 3.39 DUST CONTROL i C�m r STORM WATER BMP PLAN AND'o ER ,1 N * IMEN°T' "TROL FLAN Z_ c� �`- -- -- SCALE ! " = 20'- 0" - - - - - - MATCH I~1 N ff_-- �, O TlGff-R FUff L I 1�1r � r70 ZQ TAX MAP 32 PARCEL 36F WATERP� (IT 5 TIGER FUEL CO. T O` FOREST LAKES MARKET ( FUEL} ARE Tf� BR/SIZED � / , / BY OE ICE e - - �`5` D.B. 990, P.525 cr T ORITY `' ZONED HC HC (HIGHWAY COMMERCIAL) w EXIST. MH G`,�0 ENTRANCE CORRIDOR OVERLAY DISTRICT Uj Z do /IN en CIAN / ' \ 0) / o /DO NOT ENTER„_,. \ \ i \✓ 3 ONE-WAY 51GNO \ \ i .1 \ W_\ Uj / ho 2 \ 6/1000, LL �O \ lie, _. / p '00- •`� J / 5AN - Mj H �i F a 1 ��S c \ \ _ Q '� !� TOP 532.73 \\�� a S a INV. 5 1 G \ `,%s, � � z y AllO \Oil '2 ._,. \�G�C� 6T _ � s j� CIALLJ < Z `t o �� \ __ .. -3 2 > C:)) Lr 2� °C \ Obi Z > 530 LL Q LIJ LL ��830 Q �f X (f)O Lt! O 09 �O° \ . 1 '1�0 FXlST. D! W Z m ZO > � G \ 0 \ TMH - TRM M Q -5"� c0 �� � E ® ] IFP GO r' �' ��O �G� C30 _M__ H TOP 529.42 Ln MH INV 524.8G ._ 10 F-P,,0F'_ C) GI AL LDGa Dw� ti RETAIL / RESTAURANT Q��'� ® O. �2 _- S 1�� e �'� ....- BUILDING 8,G40 5F O� -Sea_ i� ���. G CRSS U L C✓���� -" �O �P �'. 2 triED G�. s FIN. FLOOR `\0�� O�i�' 28 _..0\�e ELEV. 530.70 �? O 2 1cbs, _ t . EJ \ S, 4� ���� ' TD.'CK05SI�t/ALK0 '9 PX �O-0 MODI! I C / per` ('P, � G-12 -2�, S FXV 40' ACCE55 EASEMENT r D. B. 1 169 P. 343 \ - / P� °J� -24 --1 , °�aa521a \ � � �Gv' 4„SCREC 23 U/G ELEC. SERVICE LQGAT! pFRPOR- _ _ Uf E 40\ �} \ BE COORDINATED BETWEEN TEC P' - VC OWNER AND VIRGINIA POWER \ Nc5 ❑ �O�� \ �` T 4GB4 PARCEL 9 SAF i Oo�2 AT FOREST LAKES P. D.5.C. \ \ S°¢ T / F' \ s\ )7 ! P. 491 " 09 + S )71 P. 493-496 PLAT 169, P. 345 REDIV15ION PLAT ICE GORKI DOR OVERLAY D15T �P� 5 5� �� Q�\° Q �P 5 �v' �Q QF' J� 24- rV1 / �v 20 V-! PROPO51 5TOKM AX MAP 4GB4 PARCEL 3 A-ZAN L.P. ONED: P.D.5.C. ACANT .B. 1071 , P. 493-49G PLAT .B. 1 133 P. 372 DNED P.D.S.C. _ GffND I l l l l l l l l l l l l l l) UL I (I I l l! EX15TING ONSITE UTILITY EA5EMENT5 PROPOSED LAND CONVEYANCE TO OWNERS OF TRACT III, TMP 4684 PARCEL 3 PROPOSED CONSTRUCTION * UTILITY EA5EMENT5 EX15TING 20'A CCE55 EASEMENT "C" * 40 ACCE55 E5MT EXISTING ACCE55 E5MT. FROM TIMBEKWOOD BLVD, PROPOSED GROSS ACCE55 EASEMENT EXIST. TRAFFIC MEDIAN LINE AT ACCESS EA5EMENT 09 • TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES4: Unless otherwise indicated, all vegetative and 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 Regulations VR 625-02-00 Erosion and Sediment Control Regulations. /! ES -2: The plan approving authority must be noitified one week prior to the pre - construction conference, one week priorr to the commencement of land -// disturbing activity, and one week prior to the final inspection. `==A, ES -3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES -4: A copy of the approved erosion and sediment control plan shat' be maintained on the site at all times. ES -5: Prior to commencing land disturbing activ::ies in areas other than i indicated on these plans (including, but snot limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion conti,,l rQ °� plan to the owner for review and approva'I by the plan approving, authority. t FIE? ES -6: The contractor is responsible for installation of any additional erosion. y c control measures :kecessary to preven` Prosiap" and siedimentation a's 100 ` toy N �Z,, determined by the p4an approving ahority. °� S '1`l;� ;;pt� ut 'R Vl:.4_Ac__ ES -7: All disturbed areas are to drain to approved sediment control measures at -k- Axe'" EGI E ,ak�'B W'' all times during land disturbing activities and during site development until / ,� ✓ ELEV. x28.75 oES " Q5>y on C CKEA oQ°�E`t)q' final stabilization !, achieved. / USid DATU o lA H/ c O� ./ / ,''' ES -S: During dewatering operations, water :;ill be pumped into an approved I / / �, EXI5T, r y B QHS 0 mE0 pP = EC r-`:. 6.9 filtering device. �/ I ESL. Q .,,.. / PQL H2yEYM PO � HO���gj x � 'v epi E p 2 111 Q, � ES -9: The contracta�� shzil inspect ail erosion control measures periodically and � �-''� U 9 a o after each runoff -producing rainfall event. Any necessary repairs or / 2 9AS MAIOEN p3 0 �,„ OG O� AO o 2 � ✓ff oEee Tea F ' �, cleanup to maintain the effectiveness of the erosion control devices shall "f ua o /!. e "�'" e �' Q°�� be made immc-diately. 'ta4_°,YPAEA.i1 to V I C I N I T Y MAP 1=200`0 --- �' COPYRIGHT ADC THE MAP PEOPLE / PERMITTED USE NUMBER 21102204 EXIST. 5TM MH �2 �E GEND /✓ ;� 5.0 1 SAFETY FEN C E SAF 3.02 CONSTRUCTION ENTRANCE C E % 3.03 CONSTRUCTION ROAD / STABILIZATION 3.05 SILT FENCE S F --A ---X -)C-- 5 24.85 f 3.07 STORM DRAIN / SAN -MH INLET PROTECTION ' P / EXI5T,. 3 .13 TEMPORARY SEDT MENT TRAP ST \ 3 .1 8 OUTLET PROTECTION O 3.30 TOPSOILING ' TO �\ i 3.31 TEMPORARY SEEDING TS \� IST�30 (IST. 51 M 3.35 MULCHING 3.39 DUST CONTROL i C�m r STORM WATER BMP PLAN AND'o ER ,1 N * IMEN°T' "TROL FLAN Z_ c� �`- -- -- SCALE ! " = 20'- 0" - - - - - - MATCH I~1 N ff_-- �, O TlGff-R FUff L I 1�1r � r70 ZQ TAX MAP 32 PARCEL 36F WATERP� (IT 5 TIGER FUEL CO. T O` FOREST LAKES MARKET ( FUEL} ARE Tf� BR/SIZED � / , / BY OE ICE e - - �`5` D.B. 990, P.525 cr T ORITY `' ZONED HC HC (HIGHWAY COMMERCIAL) w EXIST. MH G`,�0 ENTRANCE CORRIDOR OVERLAY DISTRICT Uj Z do /IN en CIAN / ' \ 0) / o /DO NOT ENTER„_,. \ \ i \✓ 3 ONE-WAY 51GNO \ \ i .1 \ W_\ Uj / ho 2 \ 6/1000, LL �O \ lie, _. / p '00- •`� J / 5AN - Mj H �i F a 1 ��S c \ \ _ Q '� !� TOP 532.73 \\�� a S a INV. 5 1 G \ `,%s, � � z y AllO \Oil '2 ._,. \�G�C� 6T _ � s j� CIALLJ < Z `t o �� \ __ .. -3 2 > C:)) Lr 2� °C \ Obi Z > 530 LL Q LIJ LL ��830 Q �f X (f)O Lt! O 09 �O° \ . 1 '1�0 FXlST. D! W Z m ZO > � G \ 0 \ TMH - TRM M Q -5"� c0 �� � E ® ] IFP GO r' �' ��O �G� C30 _M__ H TOP 529.42 Ln MH INV 524.8G ._ 10 F-P,,0F'_ C) GI AL LDGa Dw� ti RETAIL / RESTAURANT Q��'� ® O. �2 _- S 1�� e �'� ....- BUILDING 8,G40 5F O� -Sea_ i� ���. G CRSS U L C✓���� -" �O �P �'. 2 triED G�. s FIN. FLOOR `\0�� O�i�' 28 _..0\�e ELEV. 530.70 �? O 2 1cbs, _ t . EJ \ S, 4� ���� ' TD.'CK05SI�t/ALK0 '9 PX �O-0 MODI! I C / per` ('P, � G-12 -2�, S FXV 40' ACCE55 EASEMENT r D. B. 1 169 P. 343 \ - / P� °J� -24 --1 , °�aa521a \ � � �Gv' 4„SCREC 23 U/G ELEC. SERVICE LQGAT! pFRPOR- _ _ Uf E 40\ �} \ BE COORDINATED BETWEEN TEC P' - VC OWNER AND VIRGINIA POWER \ Nc5 ❑ �O�� \ �` T 4GB4 PARCEL 9 SAF i Oo�2 AT FOREST LAKES P. D.5.C. \ \ S°¢ T / F' \ s\ )7 ! P. 491 " 09 + S )71 P. 493-496 PLAT 169, P. 345 REDIV15ION PLAT ICE GORKI DOR OVERLAY D15T �P� 5 5� �� Q�\° Q �P 5 �v' �Q QF' J� 24- rV1 / �v 20 V-! PROPO51 5TOKM AX MAP 4GB4 PARCEL 3 A-ZAN L.P. ONED: P.D.5.C. ACANT .B. 1071 , P. 493-49G PLAT .B. 1 133 P. 372 DNED P.D.S.C. _ GffND I l l l l l l l l l l l l l l) UL I (I I l l! EX15TING ONSITE UTILITY EA5EMENT5 PROPOSED LAND CONVEYANCE TO OWNERS OF TRACT III, TMP 4684 PARCEL 3 PROPOSED CONSTRUCTION * UTILITY EA5EMENT5 EX15TING 20'A CCE55 EASEMENT "C" * 40 ACCE55 E5MT EXISTING ACCE55 E5MT. FROM TIMBEKWOOD BLVD, PROPOSED GROSS ACCE55 EASEMENT EXIST. TRAFFIC MEDIAN LINE AT ACCESS EA5EMENT 09 • U T(TTII STORMWATER BMP PLAN AND EROSION * 5EDIMENT CONTROL PLAN - OffffSlTff- UTILITIE5 SCALE I " = 20'- 0" Dip EX. f H �4 SAN, 3.97// TIME3EKWOOD BLVD. 1 00- K -0-W (D5 I I 1 6, F-. 1 24) oz L L 0 111 (o < 0) < gg u 0-/ lu <r L (o 0 mi (o Z ILI L 2 L/ — Q 0 U L 'IV Mh FE UTILITIES SHOWN LAK,ES IG CENTER TAX MAP 4GI34 PARCEL 3 FOREST LAr,\FS SHOPPING CENTER D.B. 1 120 F. 445 Q.B. 1323,P. 404 ZONED P.D.S.C. ENTRANCE CORRIDOR OVERLAY D15TRICT 9420-4, EX15TING ONSITE UTILITY EASEMENTS PROPOSED LANE) CONVEYANCE TO OWNERS Of 11, TMP 4GB4 PARCEL 3 'LLELLE-1 CON5TKUCTION * UTILITY EASEMENTS EX15TING 20' ACCESS EASEMENT "C" * 40'ACCE55 F5MT EX15TING ACCESS ESIVIT. FROM TIMBEKWOOD BLVD. PROP05ED CP\OS5 ACCE55 EASEMENT amm mmo mm EXIST. TRAFFIC MEDIAN LINE AT ACCF55 EASEMENT 1, m U3 z 9 ro in0 - I > C\l u ry cli u- 0 (o F - z ui 0 0 u- u- (D Z z Z n 0 U) < z >LLJ cr cn z:) < > z L.Li LL < LL Z > Fr- U) >- LLJ Ljj Ld uJ m z 0 D < > < :z M c> (.) w 1�� ............. m 7 OF 9 I LUMINAIRE SCHEDULE b.9 b).1 Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts b.0 A82 400M SR4SC ARCHITECTURAL ARM- ONE 400 -WATT CLEAR A 8 MOUNTED ON 17' MOUNTED CUTOFF ED -28 METAL HALIDE, 1-810100.ies 32000 0.72 445.7 a SMOOTH LUMINAIRE WITH SR4SC HORIZONTAL POSITION. 20.0 FIBERGLASS REFLECTOR, 2 A POLE A-B-17-F-2- 325.0 20.0 20.0 S-DM19-S 1 0.0 3 A MOUNTED ON 3' 359.5 20.0 20.0 ANCHOR BASE 0.0 4 A CONCRETE 377.0 20.0 20.0 FOUNDATION 0.0 5 WM e 5 ASI 175M SR2 ARCHITECTURAL ARM- MOUNTED CUTOFF ONE 175 -WATT CLEAR ED -17 METAL HALIDE, Lt110086.ies 12900 0.72 216.8 20.0 226.3 LUMINAIRE WITH SR2 HORIZONTAL POSITION. A 544.5 REFLECTOR. 20.0 SURFACE SCHEDULE Reflectances Name Front Back FOREST LAKES 5% 5% COMMERCIAL BLDG, STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min FOREST LAKES + 1.9 fc 9.5 fc 0.0 fc N / A N / A Type "N'- Mounted at 20' above grade Type "WM" - mounted at 18' above grade N OTE5 1. MOUNTING HGT, fOR POLE i`IXTURES TO BE ABOVE GRADE. 2. MOUNTING HGT. POR WALL -MOUNTED FIXTURES TO BE ABOVE INTERIOR FLOOR ELEVATION. X/ NORTH ELECTRICAL PLAN SCALE I " = 20'- 0" b.o b.o>x b.o b.o b.0 b.o b.o / b.o W) b.o b.0 b.0 b.0 b.0 / \ b.o b.o b.1 13.1 ht b.o b.o b.o \ b.o i b.o b.o b.i _-___b.2 b.2 b.t b.o 0o b.0 / b.0 b.1 b.i b .3/ / .4 %r 1.4 b.2 b.0 17.0 i/ '0.1 b.9 / V.2 J /.� b.�•. 1.2 •\\ /2.8., 1 4.0 /�, � ,.fi \ 2 b. / b.o b.1 b.1 a \4 1.s \,'1.5 29 4.7' 3{ 5.a \ �`. \3 b.o 0 \� b.0 �D, b.0 b.0 b.1 .3 \ � '4.4 \ '3.7\\, 2.7 3,4 4.7 4.1/ '5.4 / 5.5�\ I e f \ b1.1 b.0 \ b.0 / b..0 b.0 b.0 b.1 9 \ ° ` .0 A $.0 3.5 3.1 3.6 4.9 4.2 .8 b�5\ \ b.t b.0 b.0\ \\ / b.0 /;0" b.0 b.0 b.1 / .4 O t 3.9 < '5 '4.7 4.2 '4.7 4.3 13.1 °3.1 4.5 $.4 'l. $.7 � .a V q \ �\ t.1 b.0 b.0 .0 b..0 b.0 b.2 .3° ! `\1 4 C*�4.1 S.0 '3.1 2.8 % �. \ 2.7 4.1 5.9 $.8 4.4 bl �4 g\` b.t 7"r p, b.0 \\\ / b.0 b.0 b.0 b.i3O .1 \ / 4 $.2 '4.2 4.7 $.4 3.1 2.4 \1.9 l�Jl'2\3 9.1 3.3 4.7 $.0 4,.0 '7. .4\� b.1 't1.0\ b.0 b.0 b.o b.110.3\� ,!i b. \ '4.5 4.5 ZA 4.2 3.5 �i - 5:8 \ 1.4 `2.3 `3.3 5 6,3 $.8 /\\ `45 b2\ U.1 b. t/ \ \ ; / b�j/ 'no b.0 b.0 Al � /% \, '4.6 \.2 '4.5 '4.e 13.0 2.8 \1 �1.3\J� �.7 i} / 4 \�\\2.0 "2,8 5.1 '7.7 4.8 / 6 9 1).8� b\2 b.i b.0 b.0 b.t $.1 \ 4.2 b.3 4.5 `''d'8 2.1 \ 1.7 1.3 / .8 / :.r3 .4 1.5 \ �\ 2.4 3.6 '4.1 \ 'V '4.9 '4.2 `4.6 3,9 &.t' \b.2 b.1 b.0 17.0 b.0 b.0 `4.3 °4.0 '3.3 2.0 \I.q 1.1� jb.72.1 12.7 '3.8 '4.9 3.9 '3.6%1.4,/ 1J� V �/ \ /gin i b.0 b,0 b.0 b.0 .3 �.1 $.2 \ 4,.5 4.2 4.5 '3.3 2.6 \ 1.6 \1.1 /b.6 b.4 b.2 1.5 �\ 11.8 '2.9 4.5 3.3 1.3// \\ b.0 b.0 / b.1 1.6 3.6 \ 3.9 44.1 4.4 '2.7 2.� 1.2 1.6 b.4 b.2 tl.fi�\ • °2,6 12.8 °3.3 3.2 '1.9 /b.8 \. \ / U.0 0.2 0.7 / °3. 31.9 2.4 1.9 \ 1.4 1 �v 0.6 /j b.2 2 , �, 4.6 4.2 0.0 13.1 �1.3 >> 10.2 /'tl.3 b.71.6 4 1.5 1.\ 1.0 j j 'b �.9 15.3 'S,7 4.9 3.9\\ 3.3 - i `\1/PROPOSED COMMERCIAL BLDG. 3 .4• b.6 ', z / \ �b\�\/\ / .;�\�>` RETAIL/ RESTAURANT b b.3 \ / 1� '7.2 $.6 `,4. ° 9\\/z,�/ / / BUILDING 6,G40 5f / i / b.3 I .4 , . . �)"s X `� S.�Y- 218.8 $3.1 3.6 'T.5 \ '5.1 b.i 'b.1 '9.� 'go 7.6 '7.74.2 /. i b.2 8.5 8.0 'T.4 `53.9�.• '5.2 b.2 \\ \\ \ \ b,0 b.0 / b.o b.0 \\ b. Vo / b.o q . 0, b.o \l s\ \ \\2.2 /-v 22.0 b.5 .5 .4 •\`� b.3\ � 2 b.1 b.1 /b b.o b.0 'oe b.0 be X3.7 '5.6 \+\7/ 7 \ 4 b.1 '1.7 1.2 '2.2 11.7/ b.2 b.1 b).2 b.1 b. -1 M b.1 b.1 b.1 \` b.0 b. b.i b.o b.o 1.2 b.0 b.o t7.1 b.D b.o LUMINAIRE LOCATIONS b.9 b).1 b.1 b.0 X b. -1 M b.1 b.1 b.1 \` b.0 b. b.i b.o b.o 1.2 b.0 b.o t7.1 b.D b.o LUMINAIRE LOCATIONS No, Label X Location Y Z MH Orientation Tilt 1 A 337.5 288.0 20.0 20.0 137.0 0.0 2 A 374.5 325.0 20.0 20.0 134.4 0.0 3 A 411.5 359.5 20.0 20.0 139.3 0.0 4 A 490.5 377.0 20.0 20.0 228.2 0.0 5 A 520.0 343,5 20.0 20.0 226.3 0.0 6 A 544.5 312.0 20.0 20.0 228.9 0.0 7 A 563.5 227,0 20.0 20.0 -43.2 0.0 8 A 529.5 195.5 20.0 20,0 -40,0 0.0 9 WM 441.5 179.0 16.0 16.0 138.8 0,0 10 WM 461.5 196.0 16.0 16,0 139.4 0.0 11 WM 480.0 213.0 16.0 16,0 137.7 0.0 12 WM 497.5 228.0 16.0 16.0 135.0 0.0 13 WM 516,0 243,5 16.0 16,0 138.0 0.0 ILI H- U lu J W JOB NO: 023! DATE: 10-9-03 0RAWN: }SMT nN BPI( -K NORTHWEST ELEVATION (ROUTE 29 SCALE: 1/8" = I' O" SIGN ON EIfS LIGHTj PRE -FINISHED METAL—E fTTTTMTMTflT MTLGUARDRAIL � 0 iv > 23'-011 LOCATE HVAC UNITS AS REQ'D BYGODE HVAC EQUIP. Typ. 1124 KO Of Bff� 24'-G' RE-1`11\115HED METAL COPING ........... . ... C N T P\O) L 12 12 C JOINT J( OND l KN CK 0 T 3 PANE �Ff_ LUM TO f LO /OK 4 — t- \ APPROX. FINISH GPADE TOP Of WALL E: ELEVATION 53).GG BRICK ROWLOCK COURSE NORTH EAST ELEVATION SCALE: 1/8" = I'-011 El f� 23t-011 ROL' BRICK--) --- I METAL --CONT. SOLDIER COUR5EeL UM, TOREfKONT DOK TH ILBAY EXI5!7T G GRADE TOP Of WALL ELEVATION 53).37— t A� RE -FINISHED METAL SCUPPER THKU BKlcr\ CURB TYP. TOP Of ALL BRICK PIERS ELEV, 533.55 E TOP Of SLABLEV. 530.7 FINISHED METAL 4 TREADS @ 12" O.C, = 4'-0` ce) 231-011 PRE -FINISHED METAL COPING STRUCTURAL FA\/F HFI( -,HT 241-011 12 LBRICK SOLDIER COURH_;� t CONTROL ROOF BEYOND CONTROL JOINT SIGN NOTES I . SIGNS SHALL BE INTERNALLY ILLUMINATED 2. CHANNEL SHALL MATCH ROOF COLOR 3. FACE Of THE SIGN SHALL BE WHITE 4, RACEWAY ON BRICK SHALL MATCH BRICK 5. RACEWAY ON EIfS SHALL MATCH EIF5 C, SIGNS SHALL BE 24 5f MAX (SIGNS SHALL BE PROVIDED BY TENANTS) SIGN CALCULATIONS )SF/ I L.P. RT, 29 FRONTAGE = 120SF 1/3 5f / I L. f. ACCESS RD. FRONTAGE = 23.8 SF TOTAL ALLOWABLE SIGN 5f = 143.8 5f DIVIDED BY G SIGNS = 23.97 5f HT. Of SIGN CENTERLINE AS SHOWN ON FLEV. DP\WG5. Y PARAPET SIGN HT. Of SIGN CENTERLINE AS SHOWN ON ELEV DKvVG5, GABLE SIGN 231-011 L BRICK C / BEYOND EQUIP. CONTKOL JOINT BRICK - KICK COURSE 7 ROWILOCK G GRAD APPROX. fIN15H GRADE t Cil 50UTI­lWF5T ELEVATION SCALE: 1/6" = )'-Ott T CBKICK METAL KOOF NOTES 1. CANOPY * PARAPET CAP METAL SHALL SHALL BE BY METAL SALES * MANUFACTURING CORP., 24 GA. KYNAR 500 fIN1511, COLOR: "CLASSIC GREEN". 2. PROVIDE VERTICAL SEAM PROFILE @ 101 OR 181, O.C. FOR Rooff. EXTERIOR FINISHES 1. STOREFRONT SHALL BE DARK BRONZE, 2. GUARDRAILS SHALL BE EITHER DARK BRONZE OR DARK GREEN. "CLASSIC GREEN". 3. BRICK SHALL BE GENERAL SHALE 5TP\ATfOKD f LA5HED RANGE (ENGINEER SIZE) 4. PROPOSED STOREFRONT GLAZING SHALL BE BRONZE TINTED (SEE SPECS) MTL GUARDRAIL m 0 0 1 0 0 JOB NO: 0231 DATE: G-23-03 DRAWN: NKL CBH —TOP Of WALL ELEVATION 533.70 SCUPPER THKU BKlcr\ CURB TYP. TOP Of ALL BRICK PIERS ELEV, 533.55 E TOP Of SLABLEV. 530.7 FINISHED METAL 4 TREADS @ 12" O.C, = 4'-0` ce) 231-011 PRE -FINISHED METAL COPING STRUCTURAL FA\/F HFI( -,HT 241-011 12 LBRICK SOLDIER COURH_;� t CONTROL ROOF BEYOND CONTROL JOINT SIGN NOTES I . SIGNS SHALL BE INTERNALLY ILLUMINATED 2. CHANNEL SHALL MATCH ROOF COLOR 3. FACE Of THE SIGN SHALL BE WHITE 4, RACEWAY ON BRICK SHALL MATCH BRICK 5. RACEWAY ON EIfS SHALL MATCH EIF5 C, SIGNS SHALL BE 24 5f MAX (SIGNS SHALL BE PROVIDED BY TENANTS) SIGN CALCULATIONS )SF/ I L.P. RT, 29 FRONTAGE = 120SF 1/3 5f / I L. f. ACCESS RD. FRONTAGE = 23.8 SF TOTAL ALLOWABLE SIGN 5f = 143.8 5f DIVIDED BY G SIGNS = 23.97 5f HT. Of SIGN CENTERLINE AS SHOWN ON FLEV. DP\WG5. Y PARAPET SIGN HT. Of SIGN CENTERLINE AS SHOWN ON ELEV DKvVG5, GABLE SIGN 231-011 L BRICK C / BEYOND EQUIP. CONTKOL JOINT BRICK - KICK COURSE 7 ROWILOCK G GRAD APPROX. fIN15H GRADE t Cil 50UTI­lWF5T ELEVATION SCALE: 1/6" = )'-Ott T CBKICK METAL KOOF NOTES 1. CANOPY * PARAPET CAP METAL SHALL SHALL BE BY METAL SALES * MANUFACTURING CORP., 24 GA. KYNAR 500 fIN1511, COLOR: "CLASSIC GREEN". 2. PROVIDE VERTICAL SEAM PROFILE @ 101 OR 181, O.C. FOR Rooff. EXTERIOR FINISHES 1. STOREFRONT SHALL BE DARK BRONZE, 2. GUARDRAILS SHALL BE EITHER DARK BRONZE OR DARK GREEN. "CLASSIC GREEN". 3. BRICK SHALL BE GENERAL SHALE 5TP\ATfOKD f LA5HED RANGE (ENGINEER SIZE) 4. PROPOSED STOREFRONT GLAZING SHALL BE BRONZE TINTED (SEE SPECS) MTL GUARDRAIL m 0 0 1 0 0 JOB NO: 0231 DATE: G-23-03 DRAWN: NKL CBH