02/22/17 45 - eplans.montgomeryplanning.org · c s e l a" 1 : 6 = ’ 0 p = e 5 2 1 5 7 5 0....

1
SC A LE:1"= 60’ E = 1255750 N = 521000 N = 521000 E = 1256500 N = 519900 E = 1256500 7 120 0 30 60 60 6 0 ’ O V E R A L L L A N D S C A P E PLAN ad d itio n a l p a rk in g spaces 3 . L an d scap in g re v isio n s to accom m odate acco m m o d ate ad d itio n a l p a rk in g sp a c e s. 2 . S to rm w a te r m an ag em en t re v isio n s to cu rre n t p a rk in g dem and. 1 . A d d itio n a l o n -site p a rk in g sp a c e s to m eet S IT E A M E N D M E N T 81995045D R E V IS IO N L IS T : FH O C W V W V WV O C O C O C W ELL W GUY W IR E O P TIC FIB E R ELECTRIC M O -94-0921 PEPCO # 744459-3040 # 15282 CBA 460 4 60 460 4 60 SEW ER M H T O P : 463. 30 S 24"RCP 24"RCP 18 " RCP 24"RCP GROUND LIG HT SEW E R MH TOP : 462.25 S E G R OUND LI GH T S EW ER M H TOP : 463 . 70 S WV G ROUND LIG HT WV WV E GROUND LIG H T SE W ERMH T O P :4 6 7. 90 S GROUND LIG H T WV G ROUND LIG HT GROUND LIG H T E GR OUND LIG HT W V GR OUND LIG HT G R OUND LIG H T GROUND L I GHT FH G ROUND LIG HT GROUND LIG HT SE W ERMH TOP: 466. 94 S S E WERMH TOP : 466 . 67 S GROUND LIG HT E GR OUND LIG HT S E W E RM H TO P:465.88 S G R OUND LI GH T SEW ER M H TOP : 467. 32 S TEL.M H TO P:467. 29 T GROUND LIG HT G R OUND LIG H T E GROUND LI GHT GR OUND LI GHT S EW ERMH TOP : 463 . 30 S BR I C K W A LL C L S I D E W ALK CL S I DEW AL K C L SIDE W ALK C L SIDEW A L K C L SIDE W A L K C L SI D E W A LK BRICK W A LL H CR H CR C L S ID EW A L K H CR T TEL. MH T OP:467.40 SE W ERMH TOP : 466.79 S EW ER MH TO P :463.34 S SE W ERMH TO P :467.41 D D E PAIN T LINE P A IN T L INE BOTTO M :455.95 B O TTO M :456.21 BOTTO M :454.53 B O TT O M :453 .9 6 BOTTOM: 453 .5 5 D E X . 36"RC P CAS I NG EX.1 5 "R C P I NV .I N = 453.93 TO P= 457 .7 8 C A TC H B A S IN IN V.O U T= 453 . 48 EX.HW TO P=455 .1 IN V. ( E)=450 . 45 IN V. ( W )=450. 41 EX 1 5 " R C P TO P=456.09 IN V.IN = IN V .O U T= EX.15"RCP C A TC H B A S IN TO P= 456.05 IN V.IN = 452.45 IN V .O U T= 452.95 27 "RCP 18 " C M P 15"C M P 2 1 "R C P I NV .O UT= 468.17 T O P = 471 .7 7 CAT C H B ASI N C /O C/O C/O CONCRETE HEADWALL OUTFALLCHANNEL R IP -R AP ENDW ALL CONCRETE STORMCEPTOR STORMCEPTOR FLU M E AND R IP-R A P STORM D RA IN B R IC K W ALK BR IC K W ALK BRICKPAVEMENT CONC.WA L K BR IC K W ALK CONCR ETE C U RB & GU TTE R C ON CR ETE C U RB & GUTTE R CONCR ETE CURB & GU TTE R C ON C E R T C U RB & GU TTE R C ON C E R T C U RB & GU TTE R C ON C E R T W A L K SIG N SIG N SIG N SIG N SIG N SIG N SIG N SIG N SIG N SIG N SIG N S IG N S IG N S IG N SIG N B R IC K SIG N SIG N SIG N SIG N SIG N SIG N SIG N SIG N SIG N SIG N SIG N 8 "W 8 "W 8 " W W HC 8"W 8 " W 8"W 8 "W HYDRANT WV S S S S S S S S C ONCRETE #9800 F .F . E L E V = 74.0 F .F . E L E V = 74.0 F .F . E L E V = 61.0 RESEARCH DEVELOPM ENT AND #9800 G R A SS A R E A G R A SS A RE A L I GH T ( T Y P ) P E D GLA SS W ALL P L AN TE D A RE A L I GH T ( T Y P ) P E D P L AN TE D A RE A P L AN TE D A R E A GLAS S W ALL BR I C K P AV ERS G R A SS A RE A P L AN TE D A RE A CONC PAD G R A SS A RE A BRICK PA T IO POLES FLAG CANOPY BLDG. ABAN DON ED P EDESTAL LO A D IN G DOCK T R A S H C O M P . T R A S H C O M P . OVERHANG BU ILD IN G S TE PS M ET A L F U E L TANK B O LL A R D S L IF T M ETA L M ETA L STEPS CONC. G A S M ETER GAS M ETE R GAS M ETER T GAS METER METER GAS S S W A LL SIG N R ETA IN IN G B R IC K W ALL 13 11 13 11 11 13 12 19 18 18 19 13 14 12 15 13 12 13 13 13 12 11 9 13 13 13 12 11 13 10 C /O EX. S DMH IN V .IN ( S E )= 456.63 IN V .O U T= 456.58 IN V .IN (N E )= 456.73 T OP= 468 .1 3 SAN. M.H. IN V .IN = 455.10 IN V .IN (S W )= 455.20 I NV .I N (N E )= 4 5 5 .2 0 T O P=466.10 SAN. M.H. S AN . M .H . TO P= 470 . 14 IN V .O U T= 4 50 .7 2 IN V .IN (S W )= 4 50 .8 2 IN V .IN (S E )= 4 51 .0 2 TOP= 4 6 6 .4 2 SA N . M .H . I NV .O U T= 456.80 I NV .I N( S W )= 457.05 IN V .IN (N W )= 457.10 SAN. M .H . TOP= 461.75 IN V .IN = 452.23 IN V . IN (S W )= 452.33 IN V .IN (S E )= 452.33 TOP= 464.03 SA N . M .H . INV.OUT = 452.11 IN V .IN (S W )= 453.01 I N V .IN (S E )= 453.01 SAN. M .H . TOP= 463 . 91 EX. 3: P . S . U U PT = 5 66 + 2 6 . 2 0 P C = 5 68 + 1 4 . 3 5 PC = 558+ 70 . 95 EX. 2 4 " R C P 2 EX. 8’ C O N C. W A LK MH » ¿ INV. (4-24")=4 49 . T O P=451.5 E X .H W R OCK S R OCK S RO CKS R O C KS D MH D IR T ASPH. MAPLE 6 " M APLE 18" MAPLE 8 " PINE 10" FLY DOGW OOD 8 " QUAD PI N E 10" DOG W OOD 8 " MAPLE 10" MAPLE 10" MAPLE 8 " QUAD MAPLE 4 " TW IN 6 " W ILLOW W EEPING TW IN 14" IN V .= 443.79 EX.CONC.HW TO P=448.0 C A TC H B A S IN TO P= 447.75 IN V.I N = 443.45 IN V.O U T= 442.65 30" RCP 33" R C P (P L AN ) 30 " RCP CONC. H /W C A TC H B A S IN IN V .O U T= 446.30 IN V. IN = 446.55 TO P= 450.75 15"R C P 8 "R C P Sign SI GN SIGN Sign Sign S i gn SIGN S IG N S i gn POLE SI GN POLE S IG N SIGN POLE S i gn Sign S i gn SIGN Sign Sign Sign SIGN Sign Sign Sign SIGN MH MH MH M H MH MH MH MH MH MH MH MH? MH? MH MH? M H MH M H M H M H M H M H MH M H FH EX. 3" P .S . SAN .M .H . TO P= 472 . 40 E X .8" W R P D (B -4 3192 -2 ) EX. 12 " W EX. 6" PLA- HP (B- 42129- 2) EX.8"STUB (8 2 AR5 298 D ) E X . 6" P L A -H P (B -2 4129 -1 ) ( C I T Y O F R O C KV I LLE) E X . 12 " W FH EX. 3 EX. 4 EX. 5 6 EX. EX . 7 EX. 1 M H EV Sign HIGH WEEDS HIGH WEEDS HIGH WEEDS HIGH WEEDS HIGH WEEDS HIGH WEEDS HIGH WEEDS M H M H CATCHBASI N TO P= 454.28 I NV .O U T= 449.18 MH 30"R C P 4 50 4 60 4 5 0 4 5 0 4 60 4 60 460 4 60 4 6 0 4 7 0 4 60 4 6 0 450 4 5 0 4 5 0 450 450 460 4 5 4 4 5 4 4 54 4 54 S E X . S D EX. 8"W E X .8"C A P S E X .8"S EX. 8 "S E X .8"S E X .8"S EX .8 "S EX. 8 "S ( 96-O S-0014) (9 6 -O S-0 014 ) S S 4 4 E XIS TIN G E DGE PAVE M ENT S S E X.8 " S E X . 8 "S E X .8"S 18"C M P 18 " C M P 18"C M P EX ISTIN G EX ISTIN G EX IS TIN G CONCRETECURB&GUTTER EX.ASPHALTPATH EX. B ITU M IN O U S PA VEMENT EX. E D G E O F PAVEMENT EX. B ITU M IN O U S PA VEMENT EX. E D G E O F PAVEMENT EX. C O N C . C U R B & GUTTER B U IL D IN G C COMMONS BU ILDIN G A EX ISTIN G B U IL D IN G B EX ISTIN G B U IL D IN G D EX. 8 " S ( P VC) ( 82 AR 5298 B ) EX. 8 "S (PVC ) EX.8"S PVC (82AR 5298B) ( 82AR5298B) (82AR 5298B) E X.8"S ( P VC) (8 2 AR5298B ) E X .8 " S (P V C ) 4 56 4 58 4 54 4 52 ST O P B U S S TOP B US E E E EX. ELECT. 462 460 462 4 58 4 60 462 B I T U M I NOU S P AV E M E N T E X I S T I NG B I T U M I NOU S P AV E M E N T E X I S T I NG B IT UMINOU S PAV EME N T E X IS IT NG 8"W EX . B ITUM IN O US P AVEMENT E X IS TIN G CURB&GUTTER EX IS TIN G CONCR ETE E X .12"W (7 6B L /C T 2 8 4 7 A ) E X .12"W (76BL/CT2847A) E X . 12 "W (76BL/ CT2847 A ) B IT U M I NOUS P AVE M ENT E X IS TI NG ( 8 2 AR5 298 B ) EX. 8 " S (P V C ) C L SIDEW A L K C L SID E W ALK W H C 8"W H Y D R A N T FIR E CONNECTION SIA M ESE EX .8"V E X .8"x6"F H T 8"W (9 6 -O S -0 0 1 4 ) T ANK F U EL D I E S EL E X E X D I E S EL G E N E R A T O R E X . T R AN SF O R M E R E X . ELE C T . EX. ELECT. CABINET ELE C E X . ELE C T . E X . ELE C T . E E E FO (Q L -D ) 8 12 @ H . P. R A M P S I D E W A LK L IN E FL O W LINE FLOW LINE FLO W @ HCR FLO W LINE B OX M CI BOX M CI EX. IN F ILT R ATION T RE NCH (P H A S E 1) EX. IN F ILT R ATION T RE NCH (P H A S E 1) EX. IN F ILT R ATION T RE NCH (P H A S E 1 ) E X . I N F I LT R A T I ON T R E N C H ( P H A S E 1 ) FO (Q L- D ) IN V :453.86 18"C M P IN V :452.44 I NV: 449 . 66 IN V: 454.53 IN V :454.4 3 IN V :454.57 IN V :454 .45 IN V :454.24 IN V :454.30 IN V :450.67 IN V :452.00 IN V :451.35 IN V :451.81 IN V: 452 .2 1 R IS E R IN V :455.47 I NV : 450 .22 I NV :450 .23 1 5" R C P 12 " P V C 6" PVC 6 " PVC 6 " P E R F . P V C 6 " P E R F . P V C 6 " P E R F . P V C 24"RCP 9 I nv = 460 . 54 I nv=460 . 56 In v =4 6 1 .3 6 I n v = 4 61 . 3 6 In v = 458 . 35 In v= 458.25 In v =4 58 .2 8 B ot t om S um p Inv= 447.27 STOR M MH T O P :457.57 D S T OR M MH TO P :4 55 .7 9 D SD G R ATE T O P :456. 66 STORM M H T OP : 455.94 D S T ORM M H TO P : 4 63. 0 6 D S T O R M M H T O P :455.86 D G ROUND LI GH T E SD G R A TE T O P :456 . 69 A/C 3" C HERRY TRASH CAN H C P KNG STO R M M H T OP : 464.89 D R OO F D R A I N H C P KNG G R OUND L I GHT SD G RATE T OP: 456 . 63 B OLLARD H C P KNG H C P KNG B OLLARD ELEC. MH T O P:462.96 E G R OUND LIG H T SD G RATE T OP: 456 . 74 G R OUND LIG H T SEW ER M H TOP : 473.13 S SD G R ATE T O P :456 . 81 R OOFD R A IN G ROUND L I GH T SD G RATE T OP: 456 .8 0 STORM M H T O P: 470 . 42 D G ROUND L IG H T W A 4 W B2 W A3 W B4 W B7 W A2 W A1 WB 3 W B8 W B1 W B5 W B6 ELEC. BOX 4 70 24"RC P 24"RC P 24"RCP 24"RC P 42 " RC P 42 " RC P STORM MH T O P:459.39 D 453.15 453.23 15"HDPE ST O R M M H T O P :462.48 D ST O R M M H TOP : 462.96 D L = 59.72 R = 578.96 » ¿N 38 16 ’31" E 29 C-3 »¿N 6 3 1 3 ’5 6 " W 139 » ¿S 1 7 57 ’4 8 " W 7 1 37 . 96’ »¿S 67 21 R&C SET R & C SET »¿S 5 9 43 ’2 5 " E 2 0 34.53’ »¿S 1 6 02 37 .0 0 »¿N 78 00 L= 1308 . 10 C-1 C-2 R = 1507 . 40 L = 254 . 45 SET R&C R= 813.94’ PARCEL "W O/R" PLAT NO. 19634 LIF E TE C H N O LO G IES INC. TM. FS41- P8 50 L. 3862 F. 776 N/ F O TSUKA PHAR M AC E U T I CA L CO. LT D. PARCEL " I " P L A T 19635 SHAD Y G R O V E R O AD P R OPOSED 150’ R/ W VEH IC U LA R A CC E SS DE N IED A LONG SHADY G R O VE R OAD M O N T G O M E R Y C O U N T Y T M F R 4 3 - P 1 4 0 L . 4 0 4 7 F . 3 (P B .10 1 P .114 6 5) 200 FU T U RE R . O . W . (I N C L U D I NG TR AN S I T W AY ) D A R N E S T O W N R O A D M D . R T . 2 8 2 0 0 R / W M E D I C A L C E N T E R D R I V E ( P . B . 1 0 1 , P . 1 1 4 6 5 ) 1 0 0 R / W E M E D I C A L C N T E R D R I V E ( P . B . 1 0 1 , P . 1 1 4 6 5 ) 1 0 0 R / W MEDICAL CENT E R W A Y AND MARYLAND ROUTE 28 GREAT SENECA H IGHW AY M -90 PER ST R EET DEDICATION PLAT PB. 17 5 P.19653 E X . E X . E X . (L O C A T E D B Y OTHER) W E T L A N D S OTHER) (L O C A T E D BY W E T L A N D S S T E E P SLOPES SPA SPA SPA SPA SPA SP A SP A SPA BOUNDARY WETLAND B ERM S LOPED STEEPLY M E E T I N G O N M A R C H 1 , 2 0 1 1 P A R K IN G L O T P E R M -N C P P C B U F F E R A T T H E E X IS T IN G M O D IF IE D W ETLAND 9 20 10 22 17 15 11 5 C O M P A C T 10 4 6’ C O N C . S DW K TO B E REMOVED 11 C O M P A C T CARS COM PACT FOR SIG N A G E 460 458 456 458 456 4 56 4 5 4 4 56 4 5 6 4 5 8 4 60 4 60 458 4 5 6 4 5 8 458 456 460 1 N S 1 CC 1 N S 1 N S 18 Lbe 55 V p r 56 C ra 16 A ge 16 A ge 59 Ig l 32 M ca 21 A no 34 M ca 1 BN 35 A no 35 A no 35 A no 665 Jco 42 Lbe X X X X BEREMOVED ( 5)TR EE S TO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 N S 1 BN 1 BN 1 BN 1 N S 1 CC 1 N S 1 CC 1 N S 1 CC 1 N S 1 N S 1 N S 1 CC 1 N S 1 CC 1 N S 1 BN 1 CC BEREMOVE D ( 40 ) TREESTO 1 Q P 1 Q P 1 Q P 1 N S 1 CC 1 N S 1 CC 1 N S 1 BN 2 BN 2 AC 1 Q P X W ICKH A MS P ARK ETC ST A TE OF MARY L AND PARCEL "A " 12 T H A N N O T E D M A Y R E Q U IR E R E V IS IO N S T O T H IS PL AN. B E F O R E P R O C E E D IN G W IT H C O N S T R U C T IO N . C L E A R A N C E S LESS L E S S , C O N T A C T T H E E N G IN E E R A N D T H E U T IL IT Y COMPANY SH O W N O N T H IS PL A N O R T W E L V E (1 2 ) IN C H E S , W H IC H E V E R IS T H E ST A R T O F E X C A V A T IO N . IF C L E A R A N C E S A R E L E SS T HAN C O N T A C T "M IS S U T IL IT Y " A T 1 -8 0 0 -2 5 7 -7 7 7 7 , 4 8 H O U R S P R IO R TO P IT S B Y H A N D ,W E L L IN A D V A N C E O F T H E ST A R T O F E X CA V A TIO N . E X IS T IN G U T IL IT IE S A N D U T IL IT Y C R O S S IN G S B Y D IG G IN G TEST M U ST D E T E R M IN E T H E E X A C T L O C A T IO N A N D E L E V A T IO N O F A LL W A S O B T A IN E D FR O M A V A IL A B L E R E C O R D S . T H E CONTRACTOR IN FO R M A T IO N C O N C E R N IN G E X IS T IN G U N D E R G R O U N D U T IL IT IE S M ISS U T IL IT Y NOTE N O . DATE: C A D S T A N D A R D S V E R SIO N : DESIGNED: TECHNICIAN: R E V IS IO N S CHECKED: BY DATE V 8 - 2 000 1 5 0 7 -0 1 -0 5 1 " = SHEET OF P R O JE C T NO. O N E INCH 1 2 3 4 5 6 7 8 9 10 A B C D E F G H I J K L M N O GRID REFERENCE M A P G R ID T A X M AP Z O N IN G CATEGORY: W S S C 2 0 0 ’ S HEET HORIZONTAL: VERTICAL: LSC N A D 83 N G V D 29 S IT E DATUM I H E R E B Y C E R T IF Y T H A T T H E SE D O C U M E N T S W ERE PR E PA R E D O R A PPR O V E D B Y M E ,A N D T H A T I A M A DULY L IC E N SE D PR O FE S S IO N A L E N G IN E E R U N D E R T H E LA W S O F T H E ST A T E O F M A R Y LA N D , L IC E N SE N O .____________, E X P IR A T IO N D A TE:__________ O W N E R /D E V E L O PE R /A PPL IC A N T PR O FE SS IO N A L C ER TIFIC A TIO N Q :\15070100\15070105\E N G IN E E R \L A N D S C P \81995045D L andscape P lan A m endm en t\0 8 -L L -81995045D -0 0 7 .sh t S cale= 6 0 .0 0 0 0 ft / in . U ser= k lau retti P L T d rv = P D F _G rey _ 1 5 0 .p ltcfg P en tb l= T E X T _S U B .tb l 2 /2 1 /2 01 7 1 0 :1 9 :4 2 A M SOLTESZ w w w .solteszco.com P . 3 0 1 .9 4 8 .2 7 5 0 F . 301.948.9067 R o ck v ille, M D 20850 2 R esearch P la c e , S u ite 1 00 R O C K V IL L E O FF IC E The originalofthis draw ing docum entw as prepared by S oltesz,Inc.(S O LTE S Z).Ifthis docum entw as notobtained directly from SO LTESZ and/or itw as transm itted electronically,SO LTESZ cannotguarantee thatunauthorized changes and /oralterations w ere notm ade by others.Ifverification ofthe inform ation contained hereon is needed,contactshould be m ade directly w ith SO LTESZ.SO LTESZ m akes no w arranties,express orim plied,concerning the accuracy ofany inform ation thathas been transm itted by electronic m eans. E n v iro n m e n tal S ciences P lan n in g S u rv ey in g E n g in eerin g S o ltesz D C , L LC F re d e ric k Leonardtow n W a ld o rf Lanham R o ck v ille 9800 M E D IC A L C E N T E R D R IV E G A IT H E R SB U R G (9th) E L E C T IO N D IS T R IC T , M O N T G O M E R Y C O U N T Y , M ARYLAND A R E - M A R Y L A N D N O .24,L L C 946 C L O P P E R ROAD G A IT H E R S B U R G , M D 20878 P H O N E # 3 0 1 .9 4 7 .1 7 7 0 C O N T A C T : L A R R Y DIAMOND SI SI KL M A Y 2016 5163 J5 F R 563 F R 343 219 N W 09 F O R M N C P P C D E P A R T M E N T U S E ONLY D E V E L O P E R ’S CERTIFICATE T he U n d e rsig n e d ag re es to ex e cu te all th e fea tu re s o f th e S ite P lan A p p ro v al N o. 81995045D , in clu d in g A p p ro v al C o n d itio n s, D evelopm en t P ro g ram , an d C e rtifie d S ite P lan . D ev e lo p e r’s N am e: C om pany C o n ta c t P e rso n A ddress: Phone: S ig n a tu re : A R E - M A R Y L A N D N O .24,L L C L A R R Y DIAMOND 946 C L O P P E R R D , G A IT H E R S B U R G , M D 20878 301.947.1770 C E R T IF IE D L A N D SC A PE & L IG H T IN G PL A N A M E N D M E N T 81995045D 1 0 9 /0 8 /9 5 2 3 0 4 /0 6 /1 0 4 0 9 /0 8 /1 1 0 4 /2 0 /0 2 5 1 2 /0 8 /1 6 S ite P la n 81995045D S ite P la n 81995045C S ite P la n 81995045B S ite P la n 81995045A S ite P la n 819950450 V IC IN IT Y M A P S C A L E : 1 "= 5 0 0 ’ 3 4 5 P R O P O S E D TREES P R O P O S E D SHRUBS P R O P O S E D GRASSES P R O P O S E D PERENNIALS P R O P O S E D G R O U N D COVER LEGEND T R E E S T O B E REMOVED x MONTGOMERY PLANNING DEPARTMENT THE MARYLAND-NATIONAL CAPITAL PARK AND PLANNING COMMISSION Certified Site Plan - 81995045D APPROVAL 02/22/17

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T H A N N O T E D M A Y R E Q U IR E R E V ISIO N S T O T H IS PL A N .

B E F O R E P R O C E E D IN G W IT H C O N S T R U C T IO N . C L E A R A N C E S L E S S

L E SS, C O N T A C T T H E E N G IN E E R A N D T H E U T IL IT Y C O M PA N Y

SH O W N O N T H IS PL A N O R T W E L V E (12) IN C H E S, W H IC H E V E R IS

T H E ST A R T O F E X C A V A T IO N . IF C L E A R A N C E S A R E L E SS T H A N

C O N T A C T "M IS S U T IL IT Y " A T 1-800-257-7777, 48 H O U R S P R IO R T O

PIT S B Y H A N D , W E L L IN A D V A N C E O F T H E ST A R T O F E X C A V A T IO N .

E X IST IN G U T IL IT IE S A N D U T IL IT Y C R O SSIN G S B Y D IG G IN G T E ST

M U ST D E T E R M IN E T H E E X A C T L O C A T IO N A N D E L E V A T IO N O F A L L

W A S O B T A IN E D FR O M A V A IL A B L E R E C O R D S. T H E C O N T R A C T O R

IN FO R M A T IO N C O N C E R N IN G E X IST IN G U N D E R G R O U N D U T IL IT IE S

M ISS U T IL IT Y N O T E

N O .

D A T E : C A D S T A N D A R D S V E R S IO N :

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I H E R E B Y C E R T IFY T H A T T H E SE D O C U M E N T S W E R E

PR E PA R E D O R A PPR O V E D B Y M E , A N D T H A T I A M A D U L Y

L IC E N SE D PR O FE SSIO N A L E N G IN E E R U N D E R T H E L A W S

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E n v ironm ental S ciences

P lan n in g

S u rv ey in g

E n g in eerin g

S oltesz D C , L L C

F red erick

L eonardtow n

W ald o rf

L anham

R ockville

9800 M E D IC A L C E N T E R D R IV E

G A IT H E R SB U R G (9th) E L E C T IO N D IST R IC T , M O N T G O M E R Y C O U N T Y , M A R Y L A N D

A R E - M A R Y L A N D N O . 24, L L C

946 C L O P P E R R O A D

G A IT H E R S B U R G , M D 20878

P H O N E # 301.947.1770

C O N T A C T : L A R R Y D IA M O N D

S I

S I

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M A Y 2016

5 1 6 3

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F R 563 F R 343

219 N W 09

F O R M N C P PC D E P A R T M E N T U S E O N L Y

D E V E L O P E R ’S C E R T IF IC A T E

T he U ndersigned agrees to execute all the features of the S ite P lan A pproval

N o. 81995045D , including A pproval C onditions, D evelopm ent P rogram ,

an d C ertified S ite P lan .

D ev elo p er’s N am e:

C o m p an y C o n tact P erso n

A d d re ss:

P h o n e :

S ig n atu re:

A R E - M A R Y L A N D N O . 24, L L C L A R R Y D IA M O N D

946 C L O P P E R R D , G A IT H E R S B U R G , M D 20878

3 0 1 .9 4 7 .1 7 7 0

C E R T IFIE D L A N D SC A PE & L IG H T IN G PL A N A M E N D M E N T 81995045D

1

0 9 /0 8 /9 5

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S ite P la n 8 1 9 9 5 0 4 5 B

S ite P la n 8 1 9 9 5 0 4 5 A

S ite P la n 8 1 9 9 5 0 4 5 0

D

IN V .IN =

453.93

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B A S IN

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IN =

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5

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452.45

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7

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35

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C A T C H B

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P R O P O S E D T R E E S

P R O P O S E D S H R U B S

P R O P O S E D G R A S S E S

P R O P O S E D P E R E N N IA L S

P R O P O S E D G R O U N D C O V E R

L E G E N D

T R E E S T O B E R E M O V E D

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MONTGOMERY PLANNING DEPARTMENTTHE MARYLAND-NATIONAL CAPITAL PARK AND PLANNING COMMISSION

Certified Site Plan - 81995045D

APPROVAL

02/22/17