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HomeMy WebLinkAboutDecision 3968 - Book of Plans Page 3 - Existing Conditions PlanS ( 4 NOTES THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROV AENTS DEPICTED LEGEND 1, WERE OBTAINED FROM A FIELD SURVEY CONDUCTEC )N AUGUST 6-1 0 1 Y HIMARC GEOMATICS. / p , 2. THE PROPERTY DEPICTED IS LOCATED IN ZONE B2. 3. THE PROPERTY IS DEPICTED AS LOTS 103-106 ON )WN OF YARMOUTH ASSESSOR'S MAP 50: WATER HYDRANT \, • G� \ ? \ 4. THE LOCATION OF ALL UNDERGROUND UTILITIES SHO TJ ARE APPROXIMATE WV 4` R -u.79 AND ARE BASED UPON A PARTIAL FIELD SURVEY Al ) COMPILATION OF WATER VALVE PLANS OF RECORD, HIMARC GEOMATICS DOES NOT ' ARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICT ) OR NOT DEPICTED, THE / / �' Oc''� \ '` a"11.n• CONTRACTOR, PRIOR TO COMMENCEMENT OF CONS71 1CTION, SHALL VERIFY 4& WATER SHUT-OFF / THE LOCATION OF ALL UTILITIES AND CONTACT DIG AFE AT 1-888-344-7233. ® MONITORING WELL / ) 5. DISCTHIS PLAN WAS PREPARED WITHOUT THE BENIFIT 0 A TITLE REPORT AND THE FINDINGS SUCH MAY DISCLOSE. O SEWER MANHOLE / 6. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NATIONAL GEODETIC © DRAIN MANHOLE VERTICAL DATUM (NG.V.D.) OF 1929, STARTING SEN IT THE STATION MN OF U PROVIDED BY THE TOWN OF YARMOUTH, ENGINEERING OFFICE:LOCATED 4T THE INTERSECTION PU ROUTE O AND MAIN 99 STREET. ELEVATION= 12.04'. CATCH BASIN s / 20' BUFFER ® 1 GPm / TO RESIDENTIAL J WNER of RECORD: O GAS GATE ZONE \ ® -�' DAVENPORT DEWIIT TRUST RECORD BK 1002 PG 398 � WATER GATE / x669wa.a i u DOC, 517326 HYDRANT m L x W M \ rn. CERT. 57496 \ \ \ YARMOUTH ASSESSOR'S ELECTRIC MANHOLE EXISTING MAP 50, LOT 105 / STORMWATER S \\ ® '' \ REFERENCE PLANS: LIGHT POLE RECHARGE BASIN. ,1x UTILITY POLE "EXISTING CONDITIONS PLAN, LOCATED AT: ROUTE 28, YARMOUTH, MA BARNSTABLE COUNTY)", PREPARED b GUY WIRE I \ y� f,• BY HIMARC GEOMATICS, DATED AUGUST 16, 2001 SEWER MANHOLE V' %� ✓� 20 / \ 2' "GENERAL SITE PLAN. / r L SOUTH YARMOUTH SHOPPING CE ITER, ROUTE 28, SD YARMOUTH, MA" PREPARED OO APPROXIMATE EDGE o %` % R ° ° DRAIN MANHOLE % 5. �r,�iAa 0 e c \ BY COASTAL ENGINEERING, CO„ DATED AUGUST 25, 1533, LAST REVISED DECEMBER 7, 1983 OF PAVEMENT //T�/� � ,.,,, \ �/f \ / daa9 T ® \ \ ELECTRIC TRANSFORMER / h� 11 ,/u! �" «2.4 °"x3.G °.,� f LOT 105 EXISTING IMPERVIOUS COVER = 84� Of TELEPHONE MANHOLE rx)Cv �, / / J MAP 50, LOT 105 \ \ / P� � h 1 11/ 12. TIC x13.0 a 2.4 I \ \ o T ELECTRIC MANHOLE 2 SPACES .. \ v v v c \ O HEAD WALL P / " --- S -m 3M -sem \\ ,� `` O �� sa3 sva a S, s1 u¢ h ew. MONITORING WELL / V • 3.70' \ O 6V l(( 12.7 n LOADING DOCK y O ( c GAS GATE R• 9�7T 6 a / 1 (- / / } M1175? / / R «3 o Rus/ WATER GATE / � r 4.11.89' / / 1366' � � , 1 \ • o N \ BOLLARD POST / ' R•12.Ot' y� [•11.23' \ O POST / / 11.12' 1 / � •/ B � � V �J ELECTRIC HAND HOLE N o -o- r ! c H S a.ta14. ++• // / / i 4Z h9� SAS � •St. •� SIGN IOS-R•laea' SvG`��� �� c v ( e O 12 SPACES NUMBER OF PARKING SPACES R.to: \ \\ 6c / ��' 31:'64tt N EXISTING BUILDING } a / a CONG/ TREE I R-1365' / 17.01, 1 c ild D O \ \ A IAIL19', TSP.IL FINISH FLOOR 32., e f!199 a \� 1 \ �. 21 49' TREE LINE STEP ROOF ST \ i '1325' / PEAK / J �RGCOF OHW OVERHEAD WIRE N i sc0 +•Rvc POST AND RAIL FEN R•�,p3.�R-12.93' ®R4en7N m® Lt661 "�& 3 I STARMARKET \ \ ( U ®: 4.12.66.0 44863, UI p� cw��R YYY / ', ,. NJA gym. ,� CE cl c -x x x x- CHAIN LINK FENCE R• 6T R-I3.Sr R 13A6' \ QS (Sl - �( j--:�"6'- V/, pAYLESS 7HRIF770 VACANTt`STEP 1z.6 _.1873' -.Di' :!, SHOES } �C - R4ael' C7�t3.31' ® -1 68' � cDNC SIDEWALK UNDER Ht1IL0ING pVERHAt: �_ v- / o ATRIUM 1 CONCRETE CURB UII.DllaL7 v R I SIDEw'ALK UNDER BUILDING OVERHANCI •• q -Illy � ' R•1396' ®4.117 R-16.01' 7•tIII D R•p.96' / l\ •133r T� . R-15-14'\ BUILDING CIS l �425allr ti / _ 4 STONE WALL iiia° j� BEARING EXISTING BUILDING r 1 20' BUFFER \ ® e In �m CONC/BRICK -� to 0n TO RESIDENTIAL DIST PROPERTY LINE (SUBJECT PARCEL T CRYSTAL ACME o l // ZONE - CARIBBEAN 19USJN£S E>E� R jyA'I LAUNDRY $0 \ n _R • / APPROXIMATE PROPERTY LINE REGISTRY OF GJFT BARBER SERV _ MOTOR VEHICLES SHOP SHOP 'N. f • D m ��1 LEAN STAT£ I {� •� s +y 'IIS 1 _ 10 FT CONTOUR LINE JOB LOT ti• R. ..33, vma-11 r (I o C NC S113EWALK UNDER BUILDING OVERHANG �� , la 1 y 4•136! �- - - - - - - - - - - _ 2 PT CONTOUR LINE a-I3.0e' {a. <y i-1269' /12• CMA �� CNe / - ®LJ , J- R.1+. R.U.3P' c a $ C •i{ C • 4 Ubl' �. ( a� 20' RESIDENTIAL BUFFERALANDSCAPE BUFFER ®2' ® R-13.7R•1a75' r 4.13.75' R=Ia32• Q•13.53' / 1'- 1 D D / In m r (0 cmi] LO SUBSURFACE STORM , < \ R.13.49,3.+s' Rat rjr° ( WATER L 1 '-- INFILTRATION UNIT (TYP) \\ f \ C7 R -13-5r1-12.44' ,p12• dIP � l R•]Ib1' le' �\ o•-1 v I-1Ln• ' C..• CNP 1 R.Is.OI• m / 1.1213' 1 O D Pj \ n mN N N N cn v n / v 1' e i:li. m m 1 N ( N / ®It: C 1.12. 1'IPVSC <TW) _v ( ti, 1'1 / UI "0 ➢ m a I.12J2 7}7' ` 4.1632' �\ W ➢ Y ➢ m N / / U> 1 ® ' F I.1 . 9 m } 11 n I TOv-:- \ N° m L7 N / / li 2 33 1' I-13 52l to m v 6 \ 7 N / / ;Sn-f .IS /' PK / I I-I23'j0 I C R-1+37 KI08K \ \ R.1 3• = 1-tln' \ 7 _ u APPROXIMATE - - - ���L- J ` / a -i +S 3 1032 _i CONIC PAD R-17.03'® - \ 4%,'._ / 1;(6 WATER METES GRAPHIC SCALE '- �® ® ®GRAPHIC +a 0 7a w 9 y 'so � �) R_2 x ` [•rAaC SlI)f; NK R4SJ8' ...1. -.�- '! ;4 ;,..:aa;, , I R-1666• .._ _ _ - - - - - - ` !! / _ ' _ l„ \ - - . _ ( IN FEET ) / STATE H(GHWAr/ROUTE 28 L ° 20. - _ .� .., 44638' ��..._..�--• pi AW ;fl <,,,� „�-;, ,,. ..:.... 1 L / � t1DSCAPE BUFFER R.t740 r • Nil.. / � P� � '.. ' ' / - / b�• 4.17.13' � � EX'I S TINU CONDITIONS P