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0488 SOUTH STREET - PLANS (2)
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A 4,t S`C f� SAL p z ._FA EL C Gil � Coo�ER ZpooR i NK brook Door � �v R�6 � KZ1�-�- PA-NcC� (��d' z TA 8L E A 7V coo�,E� J _ U N P�2 L�- i KK p oD� - • 49 ! `may ' ' _^_ � rr � • '✓A "'� __.>i• .__- �.-_. _ _ + �: ,y` - f - t9LOG z = . _ -MOVE QAU AFT!-Q —3' .ISc-�!`�c• to �nr i gs CIL i- '3 M'�5+���L. . y��%C3 •4 0 t �r-� G 1, i i If 11 { I t '6"Avo�77 TiGtJ VA PC, Q. 1 � i +' 1 ,I 1 f � I } -. ' -'f• . t_'..e _ mot- 't_ c.:�y + - - -- �� '/ J y i>✓R WIA L L i=••:z/yam•�•.1 r OD 1 ( `To ,3ra+ ►2,N o V CA F C j — - - t'S_tfCyj GsNy =�4ci Z 12 N Y 4v4 lj r 9 _ �- v CEI- CO nrST-12 0 C-1-r p t%J 'tn' 14 ►..-ra ---- _ ... x IC t 1 1 }} all ';•: " .. -.> � \ --- �- 4• 4�,� �'ORTB ST1gA'ET MAIN STgT S ST. N/F MAURY A. SIMONDS LOCUS--- N/F BRADFORD W. L 0 WE ' LOCATION MAP (NOT TO SCALE) BUILDING ZONE: B SETBACKS: 30.50 __-J FRONT = 20' AXINEHZARTARIAN ' EXISTING r-- �f REAR = - I sHRuas _-�-�--, f{ SIDE _ N/F ELPINIKI T. YA!°VNATOS ' `' ASSESSORS MAP 308, PARCEL 141 & 270 I ' I 94.60 f-�`J� '�, FLOOD ZONE C 30.50 MOUNDED 3 .40 _ EXIST. { �� 30.50 EXISTING EXISTING- WOODCHIP LIGHT o GARAGE TREES AREA 30.80 .�O$a' EXISTING UTILITY UcHr ENCY N/F r: r, ... ---STOCKADE - T HUMBLE OIL & I FENCE POLE pROr REFINING COMPANY 64.56Y,,- JJ�(`(� (� 0.70 Lp. IGHT EXISTING :'.;' •:' 'r`. � ,' �'� :^$ ''� _�$$8 STOCKADE // vT FENCE -yl. - .. .. ;-:. - - DUAfPIONR ® Q9 �'TTSTjNc Pora ING � ' --LANDSCAPE I 42 TIES I ® c,4�' NOTES: I PARCEL 2 �D- _ 4�yw� 1. DATUM ASSUMED FROM HYANNIS U.S.C.S. QUAD MAP. =' 2,623 S.F. `'`.�';..'•: I ----- .06 ACRES so.So I % Cd OF !'A{� B.NT- 1 so.4o 2. REF: PLAN OF LAND FOR DAVID AND MELISSA COLOMBO, so. o PREPARED BY ALL CAPE ENGINEEGINC DATED 11 17 88. _ ` t / 3. COMBINED LOT AREA OF PARCELS 1 AND 2 IS 16,047 S.F. EXIST 4 EXISTINZ'J _ t 8 I LIGHT 111 FLpOp (.314 ACRES). { b / GRAVEL NATIVE ` ;o. 46.1E 17' t© 3�.20 LIGHT / 4. TOTAL LEACHING AREA FOR DRAINAGE PROVIDED BY EXISTING :... .., + / ® -'� I � DRAINAGE PIT (339.3 S.F.). $TONE) 30. 0 � EXISTING •:' 4� �` STOCKADE FENCE ,' 30.5©13 1 �--� p 90.22/ --7 \\\�� LEACHING O 1/ re - ---PARCEL_>- - �\ BASIN y 30.,53 I -"---may l LOA 13,424 S.F. LppDB (SEE DETAIL) .31 ACRES %o �4 NOTE: 30.90 29.11 d�'O -•-� s• AID .v 1T�DS ALL SPACES ARE q, 30.20 � _` VALET SPACES © .. LEACHING CATCH BASIN DETAIL EXISTING PARKING !' (nor m SCALE) MDPW SPEC. y 30.07/ d� �� ' HEAVY DUTY CAST IRON EXISTING LOT APPROVED FOR TIN S• 417 � `\�o�L I,d �,� `9'� PAVED 28 SPACES _ _ FRAME AND GRATE a d e v y Cd\\y \ ,� l j' AREA Q, Q - O `; .• A. e -''' � All 70..90 / l V ��' 1VG / * OF PaesroNa 2-9.7.Se --- 2P \\ , 't / / N/N.1 COURSE EXISTING s" HIGH a, � y 25 0 30.40 �Zo o ` F� `���I��1 4 MIL OF POLY LEtiELINc BLOCKS �i r GRANITE CURB ��:�-6-.-�`'. ,. • ' "�:��•2 � 30.00 �, SLOPE EDGE OF CONCRETE � Q �_-� / �q, l:L� V T - cX/SnNG '•' : �.` ISLAND TO MATCH PAVEMENT © 80 -- _, URe ���\ . .� � � �: -- WATER ELEVATION TO PROVIDE p / 00000000gig ---- oo°00000uoa *�` ``�a =^.�- GATE ACCESS TO BICYCLE TRAFFIC PROP. SIGN l 7 ' / 00000000°po -- o CUT O --"NO RIGHT PROP. 6" '"' �- l �J 30.40 ( i00000000000 0000000000a o 0 o o q Lap C, ` TURN" _REVEAL ��Q l to°o°°o°°Oo°o •J GRANITE i o 0 o a o CUT ,�� i �_�� �000000O0000 -...�-.: i. o 0 0 0 0 0 PROP ,�'```` .`9O o • CURBING , o0o:o0o0o00 0000000000° OF OSEo ' ® 1 `00000Oc°°°° °O°O°O°O°O°o� 0 o a o ° o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 s 3 /- °o°o°o°0000 I 6' BY s' ° o 0 0 0 Exl E ' 3�4' TO 1 1j2" 00000a00000 LEACHING o000000000a ��• L .•1� WATER ' HASHED STONE o 0 o 0 0 Slpq kING 5, S/pN ',� 1,j0.D6 ``��'IR� 7 i � _ f 30.70 -GATE t o ° a o o (SIC OE - �� s' \ PIT 00000a O� PROP - 30.10 °' - °o 0 0 °o o° °o °o AlL) 6` R oSEO ` ExlST �� i. 1 30` � ��/ 1 " °°°°°°°°°°° °°°°°°°°°°°) 0 \o 0 0 0 o, ,o 0 0 0 0 . �'R9 �/�t PROP E O.P `� a' © 1 0°o°o°a°o°o °o°O°o°O°Oa _ 0 0 0 0 0 0 0 0 0 0 o CURB1vG SI�NT�HCO `T.;� �• -�..__p_l ; o000000000o I 00000000000 E '�` _' oa000°o SO .'„` • Q .4 . �7( �.._�_ •• ` O°O°0°O°O°O L- oo0oc) oho l 0 0 0 0 0 970 30.30 TIO�, T _ �t tv 5 `--• r\¢2 (FIB. ' '. .L s• 6' ...• EXIST �1 �-`)$0.•20 .t WALKING `�� Sd�►djp PROP 174 C ROPOS - •\ ; A KEY p \�°`=�N GIN t 'S�ND�E p ` , r, aarST. .. - NE KAY \�\� CURB/N6 0 PROP -� `�`9" ''`' TRBa' - 30.40 EXIST 2" CAL {r TR - s Exls E , .\� :• "` v-.` , OR GREATER TREE ......... qFF/o FC �\ loEhgt TiNG S Ens/o ow olREcr \, k (SEE o IOEN� ,.� ' `. '�•. �'� EXIST. CONTOUR- = � loN �� ��It) PARKING NOTES: PROP. CONTOUR , ' :-,� I30.30 TOTAL SPACES PROVIDED = 46 SPACES EXIST. GRADE z7. ExisTr s" �I 9so. ��. ��� CURB BUT ddc� �d SI��'�► +.:� - ``` EXISTING NO HANDICAP = 46 SPACES (.04) = 2 SPACES REQUIRED OP P=`�; � ,�� • , - A PARKING SIGN TREES: 46 SPACES > TREE 8 SPACES - 6 TREES RE WATER LINE - -- - --- -w TREES PROVIDED: 8(TREES ( 2" CALIBER, 5 FROM PARKING) Np : + > GAS LINE -c- ---------c---- -- -�;'. ::.•.. WATER FLOW - i y HATER GATE 4` •. FENCE ---- BENCHMARK.• POWER LINE ---P-- - P TOP OF WATERGATE DIRECTIONAL ......... � SIDEWALK ETAI L PROPOSED z" AT ELEVATION 30.3 ARROW OF ASPHALT PROP. SPOT ELEVATION ......•••• (o.as 6' GRANITE REVEAL --� PAVEMENT CROSS-SECTION -- o° °o °�o�°o °tea° v O- 0 °• " ' c.. _ • 1" TOP COURSE- - . . EXISTING O ° O O O O a. . +. - PAVEMENTs'- 0 4- ,~•....• ',y: ` ��o v, p p v- v o p- - d-p D b o �. o p-v 4 OF GRAVEL CROSS- SECTION i'_ pD pDp pDD pDDDDpvDDppD DDD ppp DD DD DDD DDD DDD D -2" BINDER d wn ca e en ineerin inc. :;:A �,: <.` _ .. . DDD D v D v D v D v v p g g� DpD DpD DDD DDpD DpD D ' : .'. .. y,, �" _ • :, •.•�:., ._ ;, . . ". .' DpQ DDD DD DDQ DD DD CIVIL ENGINEERS :.. . '' .' . . . °�'0 0\o-0o o -�o o ors o ENTRANCE ENHANCEMENT PLAN ORIGINAL 0 °0 0 00 o 000 00 0 00 0 000 °00 000 G FOR EXISTING PARKING LOT IN THE TOWN OF: LAND SURVEYORS COMPACTED 00 00 00 0o 0o 00 00 00 00 SUBGRADE J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �, 0 0 o HYANNIS BARNS TABLE MA Rt �. YARMOUTH, MA 0°00°00°00°00°00°00°0 °°0 °°0°° - - _. ----- _--- .9 - --- _ At�NE }{ yam; PREPARED FOR: AFihLr OF GRAVEL OR ROADHOUSE CA-// FE � OJA:A ^. H. I 6" OF DENSE GRADED- t JI CRUSHED STONE ARNE H. OJALA, P.E., R.L.S. DATE SCALE: 1"=10' DATE: OCTOBER 26, 1993 REV: NOV. 9, 1993 92-029