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Notice of Intent 20071 \\ PVC _ s o.o o6 \ 1 ` aa fit• _ .Its. _ a 6 PVC S 0 © , NOTES: _ ENV-26.801 6.18 c INV-27.$0 LIN '. ! 3 , 1. ALL GRADING TO BE APPROVED IN FIELD BY LANDSCAPE C E ARCHITECT ALL GRADES TO BE APPROVED BY CIVIL NEN I - E G ER PRIOR TO CONSTRUCTION t V 3. ADJUST GRADES IN FIELD AS REQUIRED T O MEET EXISTING ROUGH GRADES , 1 \ t t ESTABLISHED VSHED BY GILBANE AND APPR 3 � � O ED BY LANDSCAPE ARCHITECT ON i -- - SEPTEMB R E 22, 2006 - . J ICAJ /E RAIN IN LET <2 t /� --_-_.------ _ LEGEND IM 38.613 (o ar - ! IV=3773,j J f e _''-' •.,ems- _ i LIMIT QF V11f1'RK LINE Civ IN i / .` % , f ? /• .-- % a\,, 1 : ; '+ ,i' _ ._ _ ` tt s-S •, ;; PROPERTY UNE 37 � ' '�^ ,a : , CENT RLIN WALE ` ST " III . t , ' nu G caN-rouR t J i•' .. - -.' yJ 4 +/�`- `` ,• � ,- t, , :•t ti � 85 � I � . , , i i , e i i s : j f i f r` / � -•'_ -ff PROPOSED CONTOUR, - / \ " \_ I , �r ii` t ! , � , t j i J t � r J/ � f �• • i • i' •f \• '__.-R.__ r---- - -- � : t ' (', ,`f , : i P POSEf3 SPaT ELEVATION/ • a , r Ff ! j= : a f / 1 \ Qi•_,.- 38 � a t 3 t !< f i a r• r i / , J .r'. ,�t4` � ,t t i r Tom► xxxx � r : '' - 1' }• -, t , t _- ' r it f ! J r r• 1`_ _- __ _ - _ > i s ` F �' t ,, t i '� ; ^•+__ , , i i ; i a a , ` s , • ,r r- f 7 r «_-. _j ! � 1 , , t TOP OF STEP ELEVATION - - , + BS .xx BOTTOM OF STEP ELEVATION � )r i �` _ :_'- --- ----- `"`-_--• __ -~1' \ '\ ' 'S � � _ -a r •�' irrr � f f '_•__'a �- -- �' � s ; a � �j� t - j TOP OF CURB ELEVATION - `i { � ✓'- � : !--r.._' �-_,-__- :,\ '�. •\`,, � -----' ..r % i I s r tt _/` ''i i +~ Ire ! i t � J r' i lco _ _ '`\ _ \ ' \• S .__._`a` ._ _� '' r i r f r s 't i : � • , I 1 F � { 't 't � 1 -. _ _ _ .W ,` , --.__` t +., \ \ \, ,. `^a, f f 3 I i i="' Z - t •, : Y ! f + A/l-N� B • i OM Or CURB I i XR INV / TWO RISERS DOWN f- 4M.2 HP + , r ' ate, - , TW a 30t.)il( HIGH POINT __41.00 f \ , ' DR IN M�;, MOLE --- '+ Of wm DRAIN INLET ` \ , as -� - t • , �-y =31.6 1. ' ?RAII INL , 1 , x.x% DIRECTION OF SLOPE {ifff PERCENTAGE INV �'•` ti�i � 4 r : ' �j \, •:, ' , '� \ ' � ,=iet INV= s i t _ ,7 xfa F.LDIRECTION OF FLOW LINE V/ PERCENTAGE V 36.381INV T=3, .00 ' tt t al ``, 11 \ t jj i j ' F •. w_ { t • i -t " ' ft ; f • a ' I � •; t�} � � t � � ; , t t , DRAIN i � b i_ Ai ASaJP'.Lrli IED ON SHEET t.�Y1 1. t DRAIN TYPE B. AS SPECIFIED \ a _ 1 -,, CIFIEl7► ON SHEET 1.M i 42.00 TO K LL ^, `\a, `+ z t \ , ELL T i B LV ATED; =, - _ i J - - ;/ t.. <V5 ` V ' 120 EE I" 4M ` TW 4-4 i .75 42' -- a Q ` •. .V�!-----------------`_`--i_ 1 i N i �s 4� Cam- ' t \\ > REGI ED ET S ; - s \N , tTw _------------ -�---- __ -•-- _ - \ _ FRF _ o , f INV= t tt _.I� •, % .. , \ , � f r t 3Vf V IN f i t i i• 1 2 } ; � �... 1 } DRAIN MANHOLE 01 t ,ti µ . t • : , �. ? �j ;„ � } �i►�• INV INV I`N =37.5 40.00 �\ �� V e i . f �I,, 38,59 . =.t INV UT f , t , ,,.a � OQ -. 42.00 t f - rrJ a ` , ' • 6 PERF PVC t ••; ' ' 1 - _ INV= `• t rl .b •,,• . •'` : 1 `i ` S, i l -.. ..,E _ r,: ; 1. 1 "i,'V, '? ! lE. S 5 .> t ! r am•,•^ \ ' t j �. - - -. I U INV= t� y, % i ... - ` \ � 1 { � ; � ` ,. ,1 39.68 , o } DRAIN INLET 01 PLANTER INV= r ,,,_,,,,,.....- i �1 1 `' 1 : \ \ a , a,,,� a! atn. art► _ ,_ l -- \ ; RIM=4'! _ ..___'- _ ., 1 _Q4 40.32 ! INV 3 .r ! 38-56 `• � � •, t INV-39.65 ' ', , f NON PERF PVC _ 6 PERF PVC S=0.01€ 0 PLANTER � j} PLANTER • i-i------l--------i iii INV- ° a , ,\ It , INV= a te- = 6 PERF PVC ! � -. l© 38.66 r .62 S= 0.0100 ''�•.fi A 40.32 1 INV= - it'A. O ,� mar,► * i '•\', t t i o _ - `�- 39.79 f # .. , - ♦ 1 i INV= a ` ! V J ,. ,,t.•�''' DRAIN INLET Q2 "-- '! i . , _..___---., - • i • f i } B O � INV- r� tilY" �•t. ri �•� arr' fir' +� ' �� „ RIM- 41 04 INV= ! 1 ��..... 40.1 a ! 81 . INV=39i 39.35 ! INV= 40.42 '► ♦ 1 39-41 ! CO i i t 6» :PERF PVC cr __ _-- __ __--«.•"._•' �--. , , � : m� o �- ---em-s-----------i-r---l-i-•-------------r-i--- INV= INV= f VY s=o_01o0 40.004 > FOUNTAIN �oNC tC. � ,a INV= , r 40.66 - J i 'ON� ' : t ' Op�O INV= / Al 39.80 PLANTER t INV INV= ' INV= INV= f i , 40. PLANTER 39.44 a 39.61 INV= INV= 40.15 6„ PERF PVG " fi" NON PERF PVC ' ,' ` ~a ; : 39-51 ` 39.67 r - t r .� 6_ ROOF DRAIN S=0.0170 �- S=O.Q 100 J --i-----:-. ----- - � �� j' � •.ate C ; ;' = INV= 6 P F PVC INV= J ; i 39 4 ROOF.25 I NV- r DRAIN ROOF DRAIN 40.37 �. , ,• F S=0.017{} a S=0.0170 -- 4 8s 24 32 40 i ( , .� SCALE IN FEETLI + r t J , + HUSH ' 1M COMM1SS10N ON t V SI'1EET't OF 4 DRAIMNG TRtE TERRACE SUBDRAINAGE • a FRONT T t i 'DATE �«/•rj . // • PROJECT t..t z aORDAN RESIDENCE a�aPwttart t •, } � �, t RHEAU,. , MISNAU ua.. t za3' } a t { 4 M POINT 1 DARTMOUTH, MASSACHUSETTS DR�w� aY i jCAK ♦`,; t DEMMED BY: i.• ... _ i .. ----�, ,,,-_P. Q BOX Tow ' CHEQM BY: D YNNti LAW SURVEYING JWBEDFOROSE ° EJYY/NIWEJVTi4t. LAMMLLE, MAW347 ' RO p TEL: 5t18.94ZtJ APPROVED BY: PROJM ssEssfu r RIME eizallVElegal" ,(�/ REY DATE DESCRBli'tONE BY APP. iHc �a"V► 5089472iJf14 "lfl7�1fl1 ' # l r Y, , r # 1 , T i / t NOTES: I i f \ r -• t a , ti f a ♦ .. t s . r TRENCH a r r \ \ , ., t+. \ , - ! , , e � .. ., t > ., ALL .GRADING TO BE APPROVED , r :-`' , t .y ` QED IN FIELD BY LANDSCAPE ARCHITECT DRAIN ., _ t , ' / r iit t � DRAIN INLET r � , t 1 DRAIN INLET ! ♦ , t \ , , +': ' RIM=31-50 �. , f ! c t 2. ALL GRADES TO 8E APPROVED ! / +' = t + O EQ BY CIVIL ENGINEER PRIOR TO CONSTRUCTION f RIM 29_Q�4 ,\, , � t . INV=30.23 `'`,, = pl _ ! INV 27_7 I \: t t y 3. ADJUST GRADES IN FIELD AS REQUIRED T EQU ED O MEET EXISTING :ROUGH GRADES. \t+ _it lC \+ •. ,t` , ESTABLISH .Y I , ESTABLISHED B G LBANE AND APPROVED BY LANDSCAPE ARCHITECT ON / t a t , .- ; + ,SEPTEMBER 22, - 2006 a I , ' t ,ry/// % f f t f t � �t ♦ i i � G _ 1 .. t s t t t 1 ,fJ/ j j • A WALE A ..-.•• / J ' _ , ,.rt �` i ! , ; - : i ', `. v 9 t \ . ♦ t + t- ,t , , . , i + ✓ `t s ` t +t ; �-: ,, + ter.-1 s ,s -. •'+-' //. i Ij / i � `i + : % : 1e ! ! t r 1 ` i ,w ,+t `t ,wt �J t - i r.• '.•' j ff /1 r ; "S\ r `•� : /j '\ ; 'i \,` ` t�`w ytts i'% 'J i}� s LEGEND v , LIMIT ■■t - a�.■■: OF ltW.�.■■��fty� [�•tfrF •_ - . \♦ --••2 t i' i 1 t ` J a\``V ,' _ � . LIMI f O 7. RK L.■{�■... _ \t Vtl i a � '•°, r� Q� ' ORgIN INLET, t\ > t% -,�-; r '�►� �'� 'f RIND=29.70 f r - ri DRAIN INLET / � t o � �� STOR CEPTOI�t J , ,r , �. -O = PROPERTY LINE RIM=35.00 ,' u'v, !, �, T3 \ � "� - INS=27.fi3 .' MODEL STC 46 �- J ;_, :. INV=33.70 r►, +, i 3 + ` f , t , �`.� - 2S X - - RUNE OF RIM 28 0 * ,, CENTERLINE SWALE. INV IN 2 .18 _ o �_ i� � • f ` ' �`' ,► `--.•y '.- ' r INV OUT= .60 i. DRAIN \IN LET t ` ,y ` ,---------= -= INV=31.70 � � �«�' ! \ L � .f' �._ EXISTINGCONTOUR RIM=29:�a i - �' � � � °+ '` '- c3 85 INV=28.4 _ �='' "PVC S=0.0500E ti t i_ S=0 °;0500 `�• - • `�` '-- ' ' l''-- - w ! ,' �s� ' r i �--_,-_- -_-- �- PROPOSED CONTOUR PVC S=0.05 x e f' ' I %!• '~`` '' + xxm PROPOSED SPOT ELEVATION --- INV=26.80 6.1 •,�, iNV-2 30 INV-27.80 '. �,AA _ _ S I 3 .5° `, ' L le► + T5 xxaoc TOP OF 5TEP ELEVATION a e ', ; + 55 xxaoe BOTTOM OF STEP ELEVATION ^- ♦ / -� _ , - _ 3t �"�� - INV=23.2f3 � C?0 + TC )oc= TOP OF CURB EI.EVA11ON • � =, /w•y� - «may `'� -1- BC x(.xx BOTTOM OF CURB ELEVATION Y ;' ; '.�' : ! ', i __'_`- _ = i .• TWO RZI5ERS DOWN HP )0c xx HIGH POINT 32 '_, �; _ `; �`: + DI )ocw DRAIN INLET ! } ! t �c.X96 DII�€OTtC3l� OF 5LC)F'E V11,� PERCENTAGE f RAIN INLET r f X.-- -,• `� ., I x.x% F.L. W NE W PERCENTAGE IM=38lop II IV= .60 ,,'- " - -- DRAIN TYPE A. AS SPECIFIED ON SHEET LM 1.1 • i LLJ J -,__ ti •,,, � , ii � DRAIN TYPE B. A5 SPECIFIED ON SHEEF LM 1.1 �► -' � t + /' ``. ' \ � f t '``•yam f � :" • • � J s .i � w JI f Y•r \\ '-`� i L \ i '" t !± jk i + ! • .t ' i i r J • • t •- i.r + y1 ` ---_ --_ -- a s •.i �,;+ a , • - ilVdAlEZ-1 laEi ,` *\ `� 1 i 1 +i = i i i l f f ''.` `� �'! . \ \t '` L' ' 1 i� �� + f ` .. `•\ DRIVEWAY ,w , . a1. -'- -':}� i t r , l � � � '� ! •.: , j /. I• �'" j' /r -J-r ,\ '__ .i jj a i f ± i ( i �� • ' ' I ` ,• f" r/ I-' ,"i i '(" i i t ` , .,Jf `?-^Tf : c1-ff i ♦ 3 '` •^... � r r : , f i / , / r �." y'` .. ` a f • r i � t i a , , t a ■ t ; fi j f / I ` • . / /I .+.. i.. .� } 8 ` w 2 i - 3 : i 4 i i f _ \.. � --•_ \ \, w ,\ `. - moo-' % i • : I ! ;! - - t ( l +Fi< = t . � � � � i. J i � a � - .. .P. • rp • .p w , r • • , / w .... r,: i 3 �, � , t `'4 ' i , ^Qe .'Oh .'Ob .Sg7N ``^--_,,. •♦ s, ^`^-_ ----- fir-- I ' - __.._. -. .. a - . [yam ^-- - ! '. `. -. , ! -% - � _.._-- - :.� r +. i '� s ' t x ;. � t i->t•,.\I"�T�"'! B^C1. al0►.'tf b J:'W e V. - � L7b � p ofl r oo ti DRAIN MANHOLE 01 RIM=39.1 INV (6" 'N)=37.45 ; 9 t 1t INV OUT;=32.18 ; 3 t • ` I` I' INV= i ' 4 , 39.68 a OR ! ! ' RIK ! = NON PERF PVC IN% - •. S=0-100 J cf) tI ---- -- -1 to .fit s �� `', INV= ♦ 39.35 0 A IT c m 4 rfI 1 3 i 1 1 �F V " r t r r r' o cfl ao o O o O O o 0 Pjj A SWALE A ADJACENT DRIVEWAY 5■ -5" 7'-0„ _4H4 O,CD �� 6' PERF PVC 42.Q0 ,13 - - - f ? ' ' ' • t J - - - - - - - - - - S=0.0 1 00 - r. / 1[ j I a,, « INV_ -� "` _ !' 01 PLANTER s+�st�`....+�` `- �� /f i •i/ \ '� 40.32 38.56 �j ,/ f PLANTER > Is �' !' 6" PERF PVC S=0.0100 ' PLANTER / ` 3 3 .811 - INV- f 6 PERF PVC to S=Q.O t 00 ---� A DRAIN INLET N� 1� VC ` 0 - RiM=29.26 - ---}. ,0 j0 r4P INV=27o42 . GRAIN INLET 02 1 1I NV • RIM=41.04 = .- 4 .10 INV a,•.. . INV=39.81 40.42 r - I a .. � I GHEET S QP 4 N 1 ORAWINOTfILE SCALE: I- _ - INS/= DPJVEWAYSUBDRAINAGE Y S 0. 10 4 .0 - .90 PRc�Ecr FO `` - o JORDAN RESIDENCE S APRIt 200i r #... I DRAWN 8Y i �,,....,' i : • ., MiSHAWI� POINT 1 DARTMOUTI, MASSACHUSETf'S _ i ij s { j � t!1 i VGM17GYBY: a: a..t: 0.66 --- I PLANTER I - ; i s I _ _ - fw. BOX 10W Cr iEC�n v� ' � ---- � 1{j----�---,--- i s ;/,�# Cli/� ENGINEEt4/Nfi . 3W BEDFORD ST_ 2 `LAND SUR1,EFWM - -_ INV Ys • ENVIRt)1NMENtAL iEL• 50&9470050 APPROVEDBY PROJECT NQ ASSESSMENT PR/ME eptel 1lEERINO •. DATE DESCPJFnON BY APP ffrd FAX•-508.94%2W# 1474010i A ; ! 1 3 � t = --� . ,._ !o t , , _ .� _a • r NOTES: ,. / ,_, , , < .t .-,-Pi} •i. - .• y • t - ` i ' i t• i •`i t:iii,.it :t ( x _ ' 7r-` : .• , ` to ♦ '. ., a. .,. - Ir� - \•1 -i \',,. . `. s ilY- �-.•-.." i \ t ti F i• :.. r j. � ��•s fi•ei+t tt F 1 _ ALL GRADING T} BE APPROVED -. IN FIELD BY LANDSCAPE ARCHITECT - a a • iN INLET- I •ri.,r ' . r"1 i t r t 1 ✓-- -.-- 4 r i F 1 e - i i i k ♦ r t t' r= i r ( _ iS : - r 2. ALL GRADES TO BE APPROVED BY CIVIL ENGINEER PRIOR TO CONSTRUCTION t - RI PTOF - t ` ' + x = f x (, t ; • (,? c4 t t STOR CE ;- - rt a t ,'art i �{ INV 27.6 r r 4 a ; ' c? 1 MODEL ,ETC S ♦ REQUIRED TO MEET EXISTING ROUGH GRADES _ - \ ,- _ � .• �; t � '.- • 3. ADJUST GRADES IN FIELD AS ,. `,► cS RIM=28. ' (} i \, r- / ,..{ a i i �! i { ! i r i iir1•i;t r.. •• - + 2� r _. f ' ' _ ' x • . ° - ! ESTABLISHED BY GILBANE AND APPROVED B`� LANDSCAPE ARCHITECT ON - ` ♦ INV IN-2 -18 .;=.'" ';` I ; `�► ' — ; ` ,,,. - - r-• ;- � ,, _ , ; r ; a ; t I E SEPTEM BER 22, 2006 as i c9 f INV OUT— -SO i ♦ x ) 'tea [ j i t t+ j '\ ' `R � _ \, -< a \; -rj .,,<-- _ __^•-••--____ z@,- � 1 et i �� i i � i t i d I i i l / - �. • a i - I \` i �.Oy-% ' i , ; ; a S i + i 1 • t % I+ it i` i DRAIN INLET RIM=29:110 `6 ¢ • t �♦ `! ` i r i' , ii a sf f i t = { r t ♦ - t �` :;. ,:N INV=28.4.3\ ♦ + 77 — - OV •t i 1a i f ��f-' - # + ' i ` T % f ` c t ! i i i i t SF f 1 • S � Dr��.. 1 ;�s / l i � i• � 1 •�I t i 1 1I + ` e ', ;INV-- 1 • rJ, � ! - + ; t * \ �� t Ii e i %; i ; ; i E?.t , _ INV=2_80 18 ' '• _ , i f ! ♦ ��', f / �` � i - i ±fi`If;'� •`` a•� � LEVi..NV INV-2%.80- ; �� '•t .. tF i r �Iy � i i ; { ' . t v i ` ; i ! i i \, a, `. a # ♦ �• ; i t _ �, : ! i i as \ t i - - _ _ 30 ' INV— 23.20 t ' 1 ` _ -_ a } � `± : ; I � a t: LI1VItT OF WORK LINE r, �E/ : i i -- t t �i t i i e N�\ ; % ;: ; PROPERTY LINE . t F \ • a V f + •31 : ; ; , ; _ — --CENTERUNE OF SWALE `_--.-` - \ ` `• , ; , � i -; / �"�,/� 3 ,: � ` , is e ; : � _ � i t t � y i -r. " ^-. _ • 1 a I i ' EXISTING CONTOUR , -fir• �} S i - , / ♦ 8 ': i = _ `* , PROPOSED CONTOUR Ie 27 `__ \ it / s•,�. '� , -f 'i a, - t ; iii;s as i : t 2 S 11 + XX.� PRaPoPROPOSED_ ; �{ i t • f i + SPOT ELEVATION _ ! = t " t ,/ •1 _ I + TS mv TOP OF STEP ELEVATION --^_--"__^• ,^�. ,a•,. - •• ••: ; : is / � �► _ _ i } • t t� i a T d e ♦ • ' t i I f - - __ - '; ; •ti ` `; ! ��, a ; i : ;. _ + 85 xx-xx BOTTOM OF STEP ELEVATION ft •; ; ` t ; � -, , •' ; '' 3 : •`• i � . ; + TC TOP Of CURB ELEVATION + I3C xxaac BOTTOM OF CURB ELEVATION ' w \ a : ' • e a , `: - • t = r _ : ,., ; ' ; ; ' f ;_ TWO RISERS DOWN ,� < f '•-.ram - \ '. t � - ' i `. � � � ,'\ ` i i { °a - a + f i i i r i . - ' t�N + HP Xx.xx H POINT l - -_' '`a tilt/ - as '. \' •...,(• ^,•t\ � =S ` as \ i; (/ j f ` a : ; `� I � a, i' ! i a � � i � t i � I + DI xx.xx DRAIN INLEji T' t - 1 ; :, ; ♦ i ! ;' I; 4 x.x% DIRECTION OF SLOPE W/ PERCENTAGE . �� -_ \ 11•. i i i I r .: ' t i ! i ' • ; + i .,,•i -- • PERCENTAGE --•.; ; . � s ; _, P, f �'�; _ # � � ., ,• a I i x.x°lb F.L. DIRECTION OF FLOW LINE 1Af! tr t. N SHEET LIY` ! - ! DRAIN TYP€ A. AS SPECIFIED • , � I I DR AIN N TYPE A ! a _ AS SPECIFIES ON SHEET 11111 a • � it fI..•- /`` , � ` i ? d } i • i = I j . .. - J � 35.�2 1 -a•l _ t a i r �` a+ DRYWELL F&G= 16-3 sTw a _ r a �► IN 1f — # 3.Vll \ _ t , 1 , t CATCH BASIN FRAME AND COVER TO BE EEBARON EF 245-2 (4 FLANGE) ' ; ~ ; .t - °; ' ♦ a FINISH GRADE 9 s c `�RAII'� IN � � } ; � , t r ,; ♦� � OR APPROVED EQUAL _ _, ! `'-_ ; i �a ♦ i e s �! t BUILDING PAPER TO BE SET IN FULL INV= . +;1.._ -; .3�8Y; 1 t ; s •. , ; ; .' d : i 1 ; _ ; ; 41 L i ' : ; I i 1! OR POLY FILM FRAME t;f ENV— • . \ t e ' \: f� = t ' ' BED - 36.3$ � _ OF MORTAR }- ;ff_ x - •, t ) E1,St0� ; : ; MAY BE USED FOR GRADE +�I��I ' i . , • i a r 1 foot '�„�I 4 i + ; 3 f i_ s BRICKS }7 `a f ' t . ADJUSTMENT �- • V V i i i !, i [ : �• ��«1 »� +« :r . • �� i t N. i s i i ; i ° i % i • a _ � a�. TO 1/2 » + .. ; i} i i • tt i ; i _ ± I i . i } a t i i i ' t C3 C3 C-1 C3 C3 Q C3 V WASHED STONE -.�. = '-- i i' = s ' ; ` • i t ` s y 't � i •` i ;. F i i d i � i � t � � � +� O Q 1 .s i s irlla.� , 4C} ,s ti ' } r r t t ©o�©c3o O 77 r=F TO WASHED STONE ; • r ! - } t t -- , t _ •`a. , '= 1 d ; ; r (� [ d✓t C3 d� ` Q p • S i 1 i 1 , t t \ � d i ♦ i ' t i � 1 = � � . � � •• _ ! � � ; r ` ! ,.t r i I' a ,t i t. ` i d • 1 # � Q + t t iJ_ - _D _ Q CI C3 C3 {� � M �fl4 4 .• •F 1 ' ! r i r t . t � '� i ' i , i � t i' { fr i : # \ - � � d' !_ � • • i ♦ s t } , - i i i t i i i e - :, •^' , ? i e :� i j x a I --Cl _-3 ED rEt a INV } = r • ► � ' � d s ': % 3 � i i j a ¢ F � t d ,; s'' 2• 0- r 38.%39 �, 4 WALLS pt ; ' ,r• � , ; J t i ; � II ' : i # `\ ♦ r d . ( � ; d a r r I A - j r , a • , .. rr J x i � • s % i 7 # . i j r + i i t f t r i d = , ii r .;l t � t� ! / � � :. • 1 `� '\ ; t ! d e = i i d = j r i • - :.. � � e �^``,i ; ' NOT TO SCALE IL: •r• r•fr• j • ,` .�a •_ ` i t ' ; ♦ tt = t = `, a, . T ! r , • T ,,,,.. >s• •"..."'Y i I N I `` • i , ' t. / , ; i e i i t i i' _ # ' r.+' f i• VVV - - i ` i i t i ; t r ' ' 1 • t ± 38.56 ..s i i1 ! it j t f ' =t a 1 r e r r � • r = t _ j% � t ! • t � s i t. r : ; i d ' t ' f ; i i » • PLANTER 1» x 1 WOOD POSTS Ii 1 O t 4 x4 12 GAUGE WIRE MESH SPACING • S FENDING (3R INDUSTRIAL r # l t , r—tea ; + _ r 1 ! NETTING- EXTEND INTO z l DRAIN \I INLET i x 1 ! i , �. t, t * ; x ; 1 i ; ��. _ ! .ram t t i , ; i ANGLE POSTS 10UPSLOPE RIM 29.26 - _ r s` I t TRENCH} FOR STABILITY AND SELF _ i___...___-------._.-----------_____-, � INV-27.4.2 _ 1 — FILTER FABRIC (EXTEND INTO �� . IN �_ , ; t ) ; • CLEAN G ! .a ; % ; t i I TRENCH) 1 1 • :� N :` _�I# FLOW 4 .10 - ' r ! i i f � • I ! i i J. d i a t _ + i F i ! i t r i > _ + : ; ; ; t i _ 6 xC7 TRENCH, BACKFILLED { ; e . s • • x ; , +) i ; _ � AND COMPACTED I - r • jJJ tN: _Li _ ll_ O ar tt • - ; i t l i. s +. ' ; a ' 9 i.. ' : - I a' E FOIAINB : • f t 4 t • N OT TO SCALE • l CL f *• i i; d i' i i ; • t i - RAIN .r s ,t - D INLET RIM=2 i�, '' ` ... t j 9.23 � . r INV— /- �+-a. r I IN =27.. 1 4 •v( i s • , !. i - • t. a �. � T F PVC : s r . i • i i' } 1. 3 a I a 3 t ; , t SHEET 3 OF 4 { t r — . , DRAIN INLETt RIM=29.00 , x INV=26.9 i i ? - - SUPPEIMENTAL SILT -f FENCE ,� i •IF i ,r ►HnNGTm.E SCAM DRIVEWAY DRAINAGE DATE PROJECT )5 AML 2007 .iORDAN RESIDENCE MISHAUM POINT I DARMOUTH, MASBACHUSE'1'TS DRAWN Or. DESIGNED BY: • CIVIL ENGINEER/KQ P P.O. Box 1088 CHECKED • LAWSt1RYEY/NG 350 BEDMRD ST, _ • ENVIRONMENTAL I.M 50& E, 0 02.3iF APPROVED SY: ASSESSMENT PRIME E.NC I NJ ERA N� TE X- 94T.OLi3G1 --..._ ___. FAX- 5� 44T ?�lN 4' ' . �� , Ft H En=,�,� :x• ," 6 ; t •� ^ RAVa PROJECT NO 10740101 , t t 3 F 3 i 1 1 1 _ , _ 1 i + { NOTES. 1 _ ALL GRADING TO BE APPROVED IN FiELD 8Y LANDSCAPE ARCHITECT t , _ __ .. ti .. � a t : . ` } � ►: 2_ ALL GRADES TO BE APPROVED B C IVI Y ENGINEER PRIOR TO CONSTRE�CCONSTRUCTION. /`/.•R . ; , } , t �; i t ► fL 16 _ ---- ' t - t + : �• t , i ( , a IN FIELD A REQUIRED TO MEET EXISTING ROUGH' GRADES f i } 3. ADJUST GRADES ELD S Q . t i ,, t } a •- _ ESTABLISHED BY GILSANE AND APPROVED BY LANDSCAPE ARCHITECT ON \ ` SEPTEMBER 22, 2006 , is i 1• + ! i -. � i � % l j� ; ( ! is a, "'•••. '' •' � r" it t ( { '` _ mot, - ' \r a.. ( � � :/ t' i.:,. t i 1 i : i i 1 i •.. G `, i , ? , j i tt `. f t i i i k f t i s - I /_{ t 1 , � ` l4 � • t ; \� is ''� ' � f Is 7/ • • , `t tt 1 a - t • e t r LEGEND t•--' —' �� `, f 4 : i r `l :i / LLB, s _ mrr Of WORK LINE iM i isis 14 f i f i • ! € ' PROPERTY LINE INV4 / B 5WALE i 3 - 35s23 DRYVVELL -• � t � ; v' 1 ,1 , ♦ F8cG=� 6.30 t t chi 3 t E f I CENTERLINE OF SWALE Tw 41-00 EXiSTiNC CONTOUR -85 , , -� ^ ! � t � f � i f � r i ` � � ; i ! i � i DRAIN IN , ; f •�,. r i , ' ' r 85 INV— ` S t # i i t i { ! L- J _ PROPOSED CONTOUR t '!` ; t i •`t *_ ! _t f �•: I 36.38 t� fNV— $.41 a ► : _ q f �RP� �ilG k 't i i R "lO\�i� } t i i } i t i i f woo �'j# + ac�c PROP05ED SPOT ELEVATION ►• tf ��r` � '•�,� "� t ! }ail 39.7/ r r ! 11tt f ! ! ! t ! r --,>r .0' TOP OF STEP ELEVATION woo + 85 vow BOTTOM OF STEP ELEVATION _ .. t t` � i 1 ^` a i + ;► I i a i i t � a; € t , ,� a 1 r 1 \ � + s .•/t i \ t + r f f � t t ! `� s --. , r t J *. ' t. F i • __ /t t +t f t - i t f ! € r i f f r ('� a f , � i � s i t •s (• i 1 •' � � L. ! i I i f i i i r � ' 1 - t r € + TC x«.x« OP OF CURB ELEVATION 4V of ` � � � + BG XX.XX BOTTOM OF CURB( ELEVATION , •i + -~—` i r : # ' r i (/j 1 1 a `..' ;. } i I • ; i } ! i t4{{■�t�{(/ �([�/''�]F. (�•�j[��)�{/�{t/j��[ Di! TWO •VYir1� DOWN i�f Is { POINT + �^{ ! = r � t _ t, f + •' i ; • � � i # � + i 1 ' � ' i i i tip ix.%{if HIGH a ( i - 2 t ` s ' - t ! t ' : : }.. ! 1 - ? : # i • f i j i z< i f.. - - + DI xxm DRAIN INLET _ , X.x% DIRECTION OF SLOPE 'W/ PERCENTAGE , : , a •`j ; i � s i � � �l �L � ! i e i : j. i + � i # t f _ ../ INV a a • s t i � t t r 1 t r k 38r'{9 �; t ; I i - Y l �, 1 i { t } � f ; ` i }. � S i� � d f � i�.7Gi� F.L - .. ,- � 222 DIRECTION OF If LOW LINE W PERCENTAGE rr I i. 1 i- y y a r = t ! t r t 1 - `• �� a 3 i i # s f i • * ` l`�.�/ry ,•p� SPECIFIED �+ SHEET � �/!� • ` r ' ( � i s t \' ` i i ! f a 1 j !' d � t DRAIN TYPE � � !-�.i �i EVIL IE� �N w%I iE� {.ilff .. v , : • • -` `' a *\ ti. i 1 r i t ' f f f + i ; i f. )RAIN TYPE B. AS SPECIFIED ON SKEET LM I - l je i �INV— may,• i 38 .56 PLANTER ♦ f , _ ' f r i t t � t ' � ' r ' / # • t f � t o # DRAIN INLET . ... tr 9.26 RI , hlI=2r i fjf 1,3 f-------- INV=27.42 r "~ i r # ' V'ID 'r. : f + i• - i ' i j i i } i ' J 1 f Q. i e ! - sf l,lj t >It .. r _ t - —t 1 j... ! s -- • i j i J f i; = f 1Ji t a f i i i i --.ter..- _-..1. i - • r .94 >. r t a i , : I , t f FV v ` L/ l FAIN INLET RIM=29.23 INV= INV=27.14 �� # : € f O i ` a ' : • 39,.44 t i , IF + •i 1 i t t • + t ' i � � • � j i { i � f i � i i f � � i f i `• P F PVC —No/ • i•_ r ( i • r f i DRAIN INLET , r - RI =9.00 r INV=26.91IF ! SUPPLIMFNTAL SILT t f t s ' FENCE,J� T3 DRAIN INLET- , t • f t al RIM=29-0.. _ _ # ; = e r t• f t t ` IL , t r DRYWELL a F&G=19.00 i ► • !' , 1 t Ld DRAIN INLET • ! r t ' RIM=28.43 1 r t INV=26.23 IF f f s: lr f f j 4 PVC FOUN ATfO �U6DRAIN : _ s r , ! r Cps,C r r .. , i 70 IF Priv 41P + - ; i ! : _IF 4 SHEETS fl ;f ! jf a'• r SCALE DRAWNG77TLE FOUNDATION SVBDRAINACsE OUT LET __ --- .� •_ DRAIN INLET PROJECT — 8.96 RIM-2 i ! ! . a . .10RDAN RESIDENCE os�ti�.2aa�t I = s : ,'! ,' PAINT l DARTMOVTN MASSACHVSETTSRAvtiNBY: INV 26.77 4 J f t, r iIIfISCHAVM � CAK J t fhDESIGNED BY ,IT J t P.O.BOX 1068 )NEElf M 'CHECKED BY: .• ` �, �lJ , _ Ctt/At EA►G BEDFORO Sr.t t nun 360 4 .._ _. \ _ • LAM3WkVEYI LAKEWLLEt MRQ2347 RO,lECTNQ. EM!lRONMENTAt 'TEL:5M.9�47.UQ50 APPROVED BY. ' ITV . I iF Rr Ate, R r.. c. n •+rvt , • QfG'1� �.,� - r St�RtP'Pic+Rt - - ASSESSMENT � v .� .