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HomeMy WebLinkAbout83-1802 - 3 - Grading Drainage & Utilities Plan/ BENCHMARK - ROW x9.6 / SET IN LAWN EV. = 16.44 (N.G.'NL@) x9.4 ) x10.5 / x10 6\ 4 •`F / '48 14 y � 10. t / • \ X10.5 / ,ry. x10.8 � V� f / / FJ i •'e /. ' ,,,, \ „4 "4 ! r A/ / /// sx EXISTING "4 / / / x12�F �" ,x1� ��`. •'E EXISTING DRAIFJAGE DITCH x9.1 z10.5 '/ ELECTRIC / •� �a,+¢/ TRANFORMER, '�� - •'4 /r / ®" /-� DEEP SUMP �,��+� x8.0 '4(INTERMITTENT STREAM \ '` ) X / / *+ ♦•� 4. 12" CLAY CU VERT / •m / ® / IRB -3 x11.0 CATCH BASINlom MATCH EXISTING CJIERT (TypICAL) ✓ A INV. EL= 6.0 x11.1 °'' xm,,, / 6 ROWS OF 4 UNITS TYP, 0� ._ �' 12° CLAY CULVERT-♦_,_„\ _ I x13.D 41 ®. �,.`•�� A 9/ � I~� '®/� (24 UNITS TOTAL) _ _SUBSURFACE t - 5.91 ; . N RAINAGE - --1? ■ i NV EL PC 9.5 � RECHARGE x8.8 1f OP OR N - -- c . v'xf;� i■iiiri,ltiiiiiiiT i.. GRASS LINED �- '•� i, (REINFORCED NSI / 18 A RCP , •�•`• • q� CED CtETE PIPE) ®•••` � �U`p� ' ,,♦t.p BASIN (TYP.) EXIST]NG • 1 3 a QRC� 1?-� y / • 1�a _ 13.3 ' %Circ-.iG w (TYG,) / _ - \ `\ x8.7 '4 FOOT PAT 'Q / ••,•`•��.y� PC':. a xJ.0 xfi'I------ � I X10.5 X10.5/''----_--,-1' wv / x13.2BERMIA OE OF P EE ri•i■i•i,■i■i•� •e. -m'. -T ,� B .ruu,r,■u " x13.1 r r ■ •,■,r,a ' .,.'•`'� '' � i�` 14.E l „• a,� �„ - . LRg-5 PAVED _5ROoo OF4U�TS 16 (2QI�I�ITS TOTAL }� AREA ING ELECTRIC N 14.1 '; ^� 4• cv. / TRANFORMER =fix. 5.0 X102 / d ♦� ' xi D.6 � xT4.1, .��'•LY�10�%126 + x11.5����I•��• a LB@� ` BUILD NG1f25 y ' 1�•/ „ l W 4 x15 0, . •,� \ \ cR3 0 l' o "k / 6 ROWS OF 4 UNITS 1 \ ® W 4 e •. x`Y5K1 ■ xGp (24 UNITS TOTAL) f i ./ �, ®1°m ••`•/� „.,' fjN = . W , �`♦•x�'lh y AF 7x14.- W ar. i.a r �ii■i�r � \> .yam . L1 SMH W ♦a iJ 1s ® xl��o CUL INV. ECUL LAY,601"4 \ / % // 9 -M1... ¢;jam �` -. _ h�'G. l/' '' " .•»1"i \\ I ��/9 - UNIi= PR `° TOP OF ITS OPDSED P4RKlN� pA a _ xi +�,.5• •1 B �' \ / t •4 . .. � I 1 � �I I i ♦ °14 6 � _�f� m 11G}5�,"i/" � � �v �� � 17<DO '-_ _ �x�p� / � �i X 1� .� .� • •,..•`•` � ��-��.: % 4.2 s E• / _ l , 1 I 4. �� JT.v t� ;` .. -_�'_. _ '- i •.•` %1 D.6 ® ®.r♦ \ II O O 4 6 • _ P_y \ _UNIT qg r�� L" .TRIC P i ( ♦ �� rw Z - - r la■Ir uiruu rry _ / 9.0 -� .."_-.'-- � �.`-,. ® x ---r-- �! ''"� \ 4C@R'� ,• %11.< / TR�SEORME6 ♦x19 �' Jv �c} -�_ ,. + : : • , . I i I _�.a.__ e �•� / t1• Q p ■ ■ 41011 ® LRB -2 �"�i • x '� p� L, E� �_ I ri ow \ `.. ®�„ ® oil ♦`♦ . x10.9 ■ i5 ROWS 6 UNI •,.,�.s■'•"`^•®'m 'A.i��,.■r.i,u.,t •ui■i■i o •! �• ®' °=51` /X9,9 ■ •''`b.' � / CLAY CULVERT �• 1 G / (30 UNITS TOTAL) I a� - - - ■ ....: . / / - V. EL =5.3+- Auk - i i J`♦` �e•,y ■iri■iii A ■ ..�`♦�♦`t- x13.1,. `� f\2''" Q / o '�■.i ■,%N 5 3+ / f ,�'.. -'`,• 1 I •iwa+•••i� / i - - - - / x10.tS S ' 1i '� ■ �1 / \ / /'� x137 ♦.Tt� - - // •��r EXISPNG x9_ x9.4 6 �� /� �J- - '� X10.5 J� '�': -... // / / / ®_ :.�- - i / / `8.1 DRAINAGE DITCH �'�19A 1/• i _- x� G P ��� / ♦ / / / (INTERMITTENT x7.7 _ x '6 I ( GRAVEL D5W \. X9.1• �� ,Xl'�p� •s/ s.7A xi 1.6 � STREAM � AD. _ 8.7 •'w X8.9 /0.9 / ri X10.6�� . j 4 l rr ' ` - %`[S• `Ft • ! / /� x10.8 I ( ✓ / !,.' pGE 1 x10.3�Y / / x10.2 / �, f� - : / x 4 _ f Q� $♦ xl 8so 4 4 )s.s/ a \..., K2♦ �`rp wx !` �0� y^ / +4 `i "4 • . l x10.4 x8.6 x11.4 dy ® i ` �(�;5 r. � r`• j� yi' o/ l PROPOSED GRASS / �� OS �� ♦ ♦ / / x11.3 CREATE PAVERS �/ x 4 .4 'ci x9(,� x10.4 lata ®•' �� -� xll.zA 9.4 /X9.9 xii,Th �, i i ® x127 1 ; \ ., k9.4\ 1q`�k / \ ♦ / / , ' ¢ OPADCRETE / c / / / STOCKADE 5E4ED P `/ / a ` ,' SEPT 16.6 • / / \ 0 \ i MAN OLE / SYA�x11.1 / 4 � \ � 8011/ . i �Aa o \ f \ / / / / � +t t 100 �0.8rr / C� A � S.EXSTNG^INVERT ,p s I i 1 IN = 7.211 ,1A "4 � 'FRO EDGE I i Y16.5 � 1 4% / x10, / x8.9 / OF WETLAND PROPOSED +4 x9.3 _' =.6' LANDSCAPE / A 4 WETLAND '"4 %0.2 X10.6 X10.6 1,2/ x13.4 :'® {' ' BERM ♦i �c10.9 x10.6 rl x9.5 •'4 x111 '4 „4 At/ / / r` •�i �:`• i6.�f x19.0EXITIN \ ♦ ,N. +4 '4 `i.c..9' �1.�' ,.p ... �.: .�•� /l'I I j 16.'R INV.INC SMH7.6t2. • ♦ ( x8.7 e / ► .`•'SLiH A2 / NV .I''' I II t (! s t I.i �`.� J•+` x9.S // ✓'c•` •�' - 0 16 x14 �I Milli Q'��•"'J UMIT OF WOPoC/,�B TATION 1 4 �, -� / A r / I ! Q C A ill x17.7 BARRIER (TYPIC 4 x9.3 - /x,0.1 j `•� y �' R P 7 I 1 1 'YL �111c •� / A J �r�•^%i' �♦ 2n s ili�I I� }�i�� I�� I I V �i!`X17. Sl �.0 o P i v x10.6 \ x9.4 ,d4. ! / x10.6 PROPOSED SEWAGE »� . •` � d5�• '�- '�; � 4 4 COLLECTION SYSTEMMARK ♦`• E + ® X9.0 /` (TYPICAL) 4\0' .5 SETCHN PAVEMENTG ,ti e, { xt(y "''`SII' ,II 'm { ` / ✓ �..�. x • I is10 uq' ` ELEV.=16.65 (NGVD t� x11.)1► a♦ 100 YR ROOD CONTOUR 4 /x10.9 / _,•.•'•:•` , .il. ` 1 %10.6 i x�_ (ELIO) FEMA FIRM PANEL / 9 VN\S �, I) Il �I ,1 x1 .5 L \ 7.5 / #25OD15 0005 D REVISED JULY $ 1992 is, x89 �\ x9.0 x8sQR .►P�II IILISI qC'i (SEE No x112 15.01qABOVE) x10.4 ?(,/��1F / 111 . S / ` x13.4 x11.7 ®� / I 'c x9.5.,10.1 ..iy / O�O� > 0 41< EXISTING >� P u0. e' ♦` iS` r>i �� CATCH BASIN \' ` • r,ru r �♦r ®. / 1 4 / � TO REMAIN f ELECTRIC .,., r / ! r .,.� / 3 4n ,. .K " 1 5 P TRANFORMER\ - PROPOSED ry � � o ! `o• �' 9 ^ • `iNN�' P ' F Q / / WATER8.4 / ri �' l /� j o x12 4 q\VEW 2.2 TYPICAL) xt ENCS i!/ ! o fi r X N : PROQ p s ® + ` I /? \ 8RE 4 %p.0 �✓ )/ c� r J X QpVF9 I -0- / ♦ L �N��� �, .�nzr.■.rP�� ECJ '�'r i I� \ �• ra x10.2 ' , 'h? I I 12' CLAY CULVERT•�...I ` �I ,k• III') 1 %. r ,-- ,.g 00 00 ♦.�`• - - ` / It INV. EL.= 4.31 40 J i r % /\ / •♦'•♦,• x124'�/+.Y'* x10� ®% 4 . Z.5x59 x .---- 2 1 x7i' PROPOSED iB� /) J���,il t 2 \�� ' x ♦. • _ i x9.4 -4♦ ¢ADIA. RCP / l 1 �� I Sc3 Q� t -r / ry / x9.2 4: cxIJjING V J F/Bx x10. 4� Ili �Vy / .� / 7 ROWS OF 5 UNITS O /X79 ctRr:CUfwERT ,i / l / ii 1�1�9` c,� (35 UNITS TOTAL) S +4 / INV. f♦,.• • / 1,1lAI � / p. ,' x7 vr4 T ~ t / iII �I i� 10.sp�r ® :' , N "� -7 �� ® • 0.1 x10. ! �Ii �� Iii�3p1� �.t�x �a ■ei . A1C �� `� ! t 99 ENI�x . a.ir, yg Q � ,••. tg •u\ruuinr+ ,� f , _ •`•`iii •;S'C: ,� , 7ruuu••`r / ol 2'1 WIDE DITCH \ \ ! 8 (INTERMITTENT STREAM) \ p / 4 DATUM BLEY \ 00 00 ri LEGEND EXIS77NG WATER NOTE: CONTRACTOR SHALL VERIFY LOCATIONS, SIZE AND CONDITION OF EXISTING WATER MAINS PRIOR TO START OF CONSTRUCTION AND SHALL CONNECT NEW WATER MAINS TO EXISTING WATER MAINS AS REQUIRED BY THE YARMOUTH WATER DEPARTMENT. CONTRACTOR SHALL COORDINATE WITH TOWN OF YARMOUTH WATER DEPARTMENT AND PLUMBING ENGINEER FOR SIZE AND SPECIFICATIONS OF ALL PROPOSED WATER MAINS AND SERVICES. DRYWELL NOTE: 0 ROUTE PROPOSED GUTTERS AND DOWNSPOUTS TO 6' DIA. COLLECTOR. COLLECTER SHALL BE ROUTED TO (2) 10' DIA.x2'D DRYWELIS PER BUILDING. WORK WITHIN 10' OF PROPOSED BUILDINGS SHALL MEET THE REQUIREMENTS OF THE MASSACHUSETTS PLUMBING CODE. 42'1 HYDRANT ■ BOUND ® ELECTRIC METER ® CATCH BASIN m ELECTRIC MANHOLE Q DRAIN MANHOLE ® CABLE TV BOX p SEWER MANHOLE ® TELEPHONE BOX © CLEAN OUT LIGHTP03T Qv VENT PIPE C G o ® PVC PIPE LANDSCAPE PLAN MISC. SIGN PROPOSED PAVED BARR ERN�I ® MANHOLE -0- UTILITY POLE ® MONITORING WELL ------°- SPLIT RAIL FENCE o, A GAS VALVE --°- TIMBER FENCE - -10 - - CONTOUR ® GAS METER x-10.6SPOT GRADE 'W WATER VALVE EDGE OF CLEARING PROPOSED 10 CONTOUR +10.6 SPOT (MADE -W- WATER MAIN -DS- DOMESTIC WATER SERVICE LIMIT OF WORK/ SILTATION BARRIER HYDRANT D4 WATER VALVE '' SEWER MANHOLE WATER NOTE: CONTRACTOR SHALL VERIFY LOCATIONS, SIZE AND CONDITION OF EXISTING WATER MAINS PRIOR TO START OF CONSTRUCTION AND SHALL CONNECT NEW WATER MAINS TO EXISTING WATER MAINS AS REQUIRED BY THE YARMOUTH WATER DEPARTMENT. CONTRACTOR SHALL COORDINATE WITH TOWN OF YARMOUTH WATER DEPARTMENT AND PLUMBING ENGINEER FOR SIZE AND SPECIFICATIONS OF ALL PROPOSED WATER MAINS AND SERVICES. DRYWELL NOTE: 0 ROUTE PROPOSED GUTTERS AND DOWNSPOUTS TO 6' DIA. COLLECTOR. COLLECTER SHALL BE ROUTED TO (2) 10' DIA.x2'D DRYWELIS PER BUILDING. WORK WITHIN 10' OF PROPOSED BUILDINGS SHALL MEET THE REQUIREMENTS OF THE MASSACHUSETTS PLUMBING CODE. 42'1 CULVERT INV.XISj�GRAl1 fe _ -- ,..._......__ --Ia ^ n. II lz' D�1�wA1ER MAIN --lg_plA SF®' I g - LIMIT OF WORKg m LIMIT OF WORK V MIN. LOAM WEiLAND SEED;sIMIX QQ m AS SPECIFIED ON R C C C G o BARRIER LANDSCAPE PLAN PROPOSED PAVED BARR ERN�I W CULVERT INV.XISj�GRAl1 fe _ -- ,..._......__ --Ia ^ n. II lz' D�1�wA1ER MAIN --lg_plA SF®' I - x1 `r=CUT DITCH 1�1 n pp C C C G •p \� \ 0+00 �,.�•x2-9.. \�l` /x2:7 X2.8 l` . \ x � ,x2.9-d.`� •x�8 .-x2.7/ 'tfli3.2 0 EDGE OF •x28 WATER 2.9 \ / X0.0 POND xZ . x. •-x26\ PLAN ( I \ 24" CMP /24" CMP AREA= 36,000 S.F.t \ INV. EL= 2.01 INV EL- 2 01 ' •x•2.7• • - x3.5 , U+nu J+UU PROPOSED 18' DIA. REINFORCED CONCRETE CULVERT TO REPLACE EXISTING 12' DIA. CLAY CULVERT SECTION A -A SCALE: 1"=20' WATER EL.=2.91 x2.6 • • •x a �-.WATER EROSION CONTROL SUBJECT TO WATER 24° CMP \ CONSERVATION COMMISSION APPROVAL x EL=2.91 INV. EL= 3.11 \ .k2.6R E -5 5 \ / x4,8 ' • "-/WATER F \ 24° CMP/ WATER l tCb19 IERT 5.3 ( SSUED FOR REGULATORY REVIEW 07/27/07 IOASTAI NGINEEI OMPAlff 260 Cranberry Hwy. Odeam 508.255.6511 Fax; 508.255.1 r� b V W U �aQ O Q � a� � Q V Q 0 Ca Qa Q a r U O� av rn SCALE A DRAWING FILE CI DATE DRAWNBY OF 4 SHE