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PARLEE ST - PLANNING (5) � � � ---� � = 1� i .�,�- .. a. -- _ _ -. -� _. _. ,.. � - ; - :�_ G' - -_ -;: ` �',W ► �'u � - - `"� i 4 � � - .. - `w __ _ �� _ �_, - � - t :. __ r ,.� �. �� ��,-- �. �.,oFS ;Z,3.Ys iJ�YS.�� . � � __� FORM B APPLICATION FOR TENTATIVE APPROVAL OF PRELIMINARY PLAN In accordance with the provisions of Section 111-A the applicant must file,by delivery or registered mail,a Notice with the City Clerk stating the date of the submission for such determination.The notice shall be attached to two copies of this Form B application.The notice and both copies of the application must be"date stamped"by the City Clerk and then one copy of this Form B,with the Plan,filed with the Planning Board by the applicant.All notices and applications shall be typewritten or neatly printed in ink. Salem,Mass To the Planning Board: The Undersigned herewith submits the accompanying Preliminary Plan of property located in the City of Salem for tentative approval as a subdivision as allowed under the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning,Board in the City of Salem. 1. Name of Subdivider Ledgewood Hills Realty Trust Address P.O.Box 780 Lynnfield MA 01940 2. Name of Engineer or Surveyor Hancock Engineering Associates Address 235 Newbury St.,Danvers,MA 01923 3.Deed of property records in L.L.C. 856 L,L.L.C. 73288 Registry Book 7020 Page 640 4.Location and Description of Property:This pmoject consists of the development of five(5)previously subdivided lots,together with the extension of Parlee St. along an existing 40'wide right-of-way. The project also consists of aproposed detention pond and sewer lift station,both designed to service the eventual development of all 8 lots anticipated to be serviced by this roadway extension. 5. At]streets and abutting lot lines shall be shown on the Plan toge with the names of the Owners of the abutting lots. Signature of Owner AddressP. ox 780 L el MA 01940 Telephone Number -844-7026 A list of the names and addresses of the abutters of this subdivision is attached,which shall be attested to by the surveyor. Verification will be made by the Planning Board Page 2 NOTICE TO BE ATTACHED TO FORM"B"APPLICATIONS See Form"B"applications for complete instructions for filing. All insertions shall be typewritten or printed neatly in ink Date: 9/17/01 City Clerk Salem,Massachusetts 01970 Dear Sir: I hand you herewith two copies of Form B,an application submitted by me this day to the Planning Board of the City of Salem requesting a tentative approval,by the Planning Board,of a preliminary plan filed with this application. The subdivision shown on the plan is tentatively designated as" Parlee St. "and is located on streets now and/or tentatively known as Parlee St.,Lots 1,2 3,4&5 (insert streets and street or lot numbers) in Ward 4. i Signature of Owner X - Street Address P.O.Box 0 City/Town and State I "Ad,MA 01940 Telephone Number 781-844-7026 23., S ;:I�, ,s Z K-u,. a,.a.t` :.r s� ! "'i@' i ,n rx�n 1 'an , - e n 08/01/2001 ,a ��� .Tf v x ,fir°:"" -mc,,a x�;mM:1`'- di, Silf.m ,,3d! ..k ' i 3 aL y.sf 4.,'iT+ t ,I , a�,� kP , P89e 1 of 1il r r1 9!i Ir .� 24 /a�u,a,'k,,, ♦ ! ti s. w I' r "�(!' .€ . ' `�V-,I.zra9 , r 112853AM , � �?;. 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"9� :,:,... .�. ..... ,C �:6, a?., s..,..;. `u. ` off`+ ParcellD Location Owner Co-owner Mailing Address City State Zip 14-0031-0 23 35 DELL STREET -&A6S ^G+TY-8r 14-0032-0 13 DELL STREET MORRIS MARION BARNET C/O SARA FREEDLAND PO BOX 453 WOODBURY CT 06798 14-0033-0 28 36 DELL STREET SA6EA9-6FA`-OF// 14-0034-0 26 DELL STREET DIBIASE UGO ✓ / 10 LOOKOUT TERR LYNNFIELD MA 01940 14-0035-0 2224 DELL STREET 6E,".4444-( ✓/ 14-0036-0 26 PARLEE STREET BULYGA MICHAELiB'ULYGA MARY 414 JEFFERSON AVE SALEM MA 01970 14-0037-0 22 PARLEE STREET DIBIASE SALEM REALTY RUST V DIBIASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940 14-0038-0 20 PARLEE STREET LAZARIDES HARRY V BARBARA 64 PIERPONT ST PEABODY MA 01960 14-0039-0 18 PARLEE STREET DIBIASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940 14-0040-0 1 MALONE DRIVE R&c REALTY TRUST / JAMES RONALD A TR 1 MALONE DR SALEM MA 01970 14-0047-0 15 PARLEE STREET TURNER JOHN T LINDA M 15 PARLEE ST SALEM MA 01970 14-0048-0 PARLEE STREET 91134A -SALE I—RE-A -fiRY DIBIASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940 14-0049-0 PARLEE STREET KARAKOUDAS GEORGE A P O BOX 5737 SALISBURY MA 01952 14-0050-0 17 PARLEE STREET IASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940 14-0051-0 19 PARLEE STREET GEORGILAKIS PETER J ETALI C/O GEORGILAKIS HELEN 51A BRIDGE ST SALEM MA 01970 14-0052-0 21 PARLEE STREET f2HS� DIBIASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940 14-0053-0 20 DELL STREET -P44LASEfE-4KBESI:E: 10 LOOKOUT TERR LYNNFIELD MA 01940 14-0054-0 1618 DELL STREET SALEM-B,1914-0055-0 14 DELL STREET SHNEIDER C/O CHATIS SHIRLEY 26 EVANS RD PEABODY MA 01960 14-0057-0 29 CROWDIS STREET LORD DONALD J MARY 29 CROWDIS ST SALEM MA 01970 14-0058-0 31 CROWDIS STREET SANTERRE MARY P 31 CROWDIS ST SALEM MA 01970 14-0059-0 33 CROWDIS STREET 105 CROWDIS SALEM REAL R PASQUARELLO C A 33 CROWDIS ST SALEM MA 01970 14-0060-0 35 37 CROWDIS STREET ALANTZAS NICHOLAS ALANTZAS ETHEL 35-37 CROWDIS STREET SALEM MA 01970 14-0061-0 3941 CROWDIS STREET BEATON PETER L BEATON CHARLOTTE A 39 CROWDIS ST SALEM MA 01970 14-0062-0 43 CROWDIS STREET ANARPET REALTY CORP 26 VALLEY ST SALEM MA 01970 14-0144-0 6 10 DELL STREET SALEM CITY OF End of Report Patriot Properties Salem 08101,2001 Abutters List 11:28:53AM Filter Used: DataProperty.ParceIID='14-0036-0'OR DataProperty.ParceIID='14-0052-0' OR DataProperty.ParceIID='14-0047-0' OR DataProperty.ParceIID= '14-0048-0'OR DataProperty.ParceIID='14-0049-0.. HANCOCK Engineering Associates 235 Newbury Street Danvers,MA 01923 #8735 (978)777-3050 September 14, 2001 Fax (978)774-7816 Bolton, MA (978)779-6767 City of Salem Planning Board City Hall Boston,MA (617)350-7906 Salem, MA 01970 RE: Parlee St. Preliminary Subdivision Submission Dear Sir or Madam: On behalf of our client, Ledgewood Hills Realty Trust,we are submitting the following Preliminary Subdivision Submission consisting of the following: 1. Preliminary Subdivision Plans, (fourteen copies). 2. Form B —Application for Approval of a Preliminary Plan 3. List of Abutters. 4. List of Waivers. The attached plan complies with the City of Salem Rules and Regulations of the Planning Board,with the exception of Item 4 above. If you or any other individuals have any questions or require additional information for your review, do not hesitate to call me. Very truly yours, -� James R. Comeau, P.E. Senior Civil Engineer G:\8735\cover.doc Division of Hancock Survey Associates,Inc. I HANCOCK Engineering Associates 235 Newbury Street Danvers,MA 01923 #8735 (978)777-3050 September 14, 2001 Fax (978)774-7816 Bolton, MA (978)779-6767 City of Salem Planning Board City Hall Boston,MA Salem, MA 01970 (617)350-7906 RE: List of Waivers; Parlee St. Preliminary Subdivision Plan Dear Sir or Madam: On behalf of the Applicant, Ledgewood Hills Realty Trust, we request the following waiver from the City of Salem Subdivision Regulations: 1. Section IV, A.2— Sidewalk provided on one side only. Very truly yours, HANCOCK ENGINEERING ASSOCIATES !/James R Comeau, P.E. Senior Project Manager G:\8735\waiver.doc Division of Hancock Survey Associates,Inc. V i i f i IM �?C 6 y XNVJ 39VdOIS 39VM3S Ad VIINVS AON39d3W3 7V9 0006 03SOdOdld 839HVHJ dWnd 03SOdOdd �� Zo-ioi=(Lno) ANI l'l0/=(N!) i1Nl 6'901=W!?J HMG 03SOd0dd I 39VNIV80 03SOd02/d e 301M ,OZ 03SOdOdld � I I I I I • ELEVATION BENCH MARKSI I TYPE/-2 8/7UM/NOUS CONCRETE, e I I 2'BINDER, 1' TOP COURSE A DATUM: CITY OF SALEM BASE I TYPE I'Al GRAN/TE CURB NO. , DESCRIPTION ELE V. i I 1-f/2'MHD TYPE/-1 B/T. CON: TOP coURSE R :3'MHD TYPE/-1 B/T. CON: B/NDER COURSE R I -1 WID 1N RIGHT of- WAY(40' N) 1. J 1. SQUARE - CUT SET IN CURB 124.67 BAR/ABLE� I � . 2. D.H. SET IN LEDGE OUTCROP 107.01 12• 121 I I 3' S' (ryp.) (ryp. 56 I � 1.5,9 S = 2x-3x s = 2z-3X 6'LOAM do :0: ' '0:*.* . 'A::� a.V 0 <. SEED 7YP . , =0,' ( ) i -I �- I PROCESSED GRA VEL p / COM / I I I � I 2' I , •, BASE PER MHD M2.01.7 L.C.C. 856 -✓ // I I I 1 GA� 3 COMPAC7E9 P OOCESSED � GRA PEL BASE MIN. PER MHO M2.01.7 - z UND/S7i/RBED OR COMPACTED SUBGRADE PROPOSED 10' W/DE ACCESS EASEMENT ``1 12' COMPACTED BANK RUN GRA VEL BASE PROPOSED 22 WIDE ACCESS EASEMENT / I cV ( I I ; 000 PER MHO M/.03.0, 7YPE b, ! 3'LARGEST STONE NO TES: BUR/ED ELEVR/C, [11 ROADWAY CONS7RUC770N SHALL CONFORM TO 7F A ��) CITY OF NEWTON DPW SPEanCA PONS. / N �, �: r [2)R£MOW LEDGE/F ENCOUNTERED, 12'MIN. Qi I I /. ; ! SEWER BELOW GRAIEL BASE. ?!' i!J! 10' [3J/F 77/E 10'M/N/MUM LATERAL SEPARAnON BEnWEV PROPOSED DRAINAGE EASEMENT / o� LOT 2 I I I �' /j [3JM/N. SANITARY SEWER AND WATER MA/NS CANNOT BE i 4 REA`-16,798 S.F.+ I I LOT ' I `' r :�; 1�/t�'� MA/NTA/NED 7HEN THE WA 7ER MUST BE A MINIMUM „-: r- ' OF 18 ABOW TN£SEWER. /F NV7HER SEPARA77ON A 16 I J4REA=13,625 S.F.+I, ,' rr ' ; ' CAN BE MAINTAINED THEN BOTH PIPES SHALL BE , l " /1 ' WA TER PRESSURE 7E�STED. L.C.C. 856 -✓ I WFA 15 y��<:, i I _ i ,' , , •' r PROPOSED DOUBLE GRA 7F CO ROADWAYSECTION PROPOSED DMH L.C.C. 856 -L 9 r I ( `; /; l!, '`,'r '� / SCALE• -5'H0R1ZOVTAL R/M=106.4 I 2 13 14 1� I , E =1ncAc /NV. (IN)=101.1 WFA1 INV. (OUT)=101.0 ' - - PROPOSED PUMP CHAMBER �' - � / / - �._ _ -- - WFA 18 I L.C.C. 856 -L PROPOSED DETEN770N POND SEDIMENT FOREBA Y KFA 10 % `ri' �, �` 2222. ' l i � ! ✓.\ \. •� _ _..-.r-_ ---'_`.. •222,2-- ...-••''" ^,yi i r / 1, ; j 1//,J!' fir!' '. 4 PROPOSED 4000 GAL. EMERGENCY SANITARY SEWAGE STORAGE TANK WFA9 O{WELLING-' GA�AGEJ f , _ 104.'x-3 _ F FF �L -'116.0 f F.F. EL -115. - ' LCC 856 9 10-1 �J - IN .- 0)5.0 V�-.1 i ` _ Z 1 L.C.C. 856 -J - I � � l-�l� 1r)� 7 i• WFA7 / / f ! \ G5 ~� f / / - _ _ - / �✓ 1 f ! I'A/V: i'20.47 '�'" ,' I ... -1�5 -%• , /' ,• - .._.!- ----- -....� l �� h1pll/ /jf � ' 1rV�. PROPOSED DE7EN 170N POND f� /, t 2:7.34 j 00' i 4."0 0 Df3= 0' IDEWAL S/DEWALK - __ =S - �� -PR J IDEWA OP. 8 TEE j i , Qj Id, ZR/ )%Jl W lo- K _ t ' ,` - -- .--_ ._---•" ,. Epi�.- -W_2222_- ------- --' •--=',._% k t : t1 CJNS7RU TED 12423 ---...--'' ~ l 7is. o r:-l-T'1 "ihi, �. - 'ti• - -�AN.-i" - --- a'~ -- - -,1.-- -- - --!--- - - - - -�-- a-- -F - - -;s-r_ a.r •'.'+ .-- ,., CC v Y✓ r.. r'• A3 >::: - ! - 124.18 b 50. r -�' 4 - 0 - - 0 0 lr - 0 50 2222 1..- • 0. -- -- .:fi_ 19Q0 1, CORPORA 770N (TYP.) 11 0 0 I t F1041" 111 _� _ 119 y fiRO DRO ' SMH -' �s y _ v R -- 06., - 11 2 / /i --- VV= OSLO /lily. (OUT)=99.4© /� /� ROP __ -- PROPOSED "PROP ° os � J , --P osEO �- � __ __DWEL-LINc ► �t,. JOHN T. & L/NDA M. TURNER : DWELL/NG 1 /' WELL/NG - \122' \_ FF EL. 113.5 , �1� / i F.F. EL. 120.5' F.F. EL. c J AR. E4� 104. PROPOSED BLEIRATE" CB '` I / // /- �~ t- 9p _ ♦ `� L.C.C. 856 -G I x L.C.C. -L I % ,' =-` !r -._ j�3- PROP. DROP SMH j I /LOT 4 I, o _ _ �` `� I'�/M=117.8 - `� L.C L: 856 -L /NV. (/N)=109.a& /- r` AR ;j 5,59a,S.F.+I ' L& 2 /NV. OUT)=109.5 LOT 5' Q d I fr j I - \ ARE�f 6,65�, S.F.+ '� �� i ; `a AREA=7,44.7 S.F.+ i ' r �.I - \ ` 4.36' Ij r'` i V' / L.C.C 856 -L J \ 9s9 ' , i, / ' f /' ♦ //' w' -^ 2222.- \ ` ,� f 1/ � J jr.,1 � ('� ,' ! J % i r ..'/• j% ' . -•' - .tip \ \ ` \ , f/ 1 f � _-. .- . ..r%P; � � r52. 2 ' . � \ '� . .\ //r' -- 100 WE7Z.AND BUFFER J r' - \ C-,-.85 -G i o / � , r � �' L.C.C. 856 -G � O SUE FLAAf LC'6 856 -G { f SCALE': 1 " = 20' � r ♦ ,, / _ter CL) 1 0 10 20 40 80 LO •, c 0 DESIGN. JRC PREL/M/NARY SUBDIVISION HANCOCK ~;N OF Mas` DRA WN: FBF PLAN SHEET i o JAMES R. yGN Engineering Associates 1 OF 2 ra COMEAU S clvl� DWG. 8735C2 A DIVISION OF H.S.A., INC. CU ha.36056 a e PARLEE STREET Cr) AO, 235 NEWBURY STREET, DANV'ERS, MA. 01923 CHECKED: RFD ^s/oyA ��� VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. n/0 m SCA LE.•AS SHOWN NO. BY APP. DA 1F REAS/ON DESCR/PT/ON Civil Engineers, Land Surveyors & environmental Consultants DA 7F• 9/14/01 PREPARED FOR., LEDGEWOOD HILLS REALTY TRUST co 8735 e _.._._._-_...._. ._._...... ..._W. _._.,._,..____.__.._.-__._.___.___....___................_ ..,__.._. .._.._-.._.-__.___...__...._..._.._. .»-_.-..___.__._._._.._,.._.___... _.___._.._..,__.___.___..f_._...___—..._..____ __.___-...._..___-.r____.._._......,-.__..... _..__,_�._____.._-_._____._. ..._..________,.,.....____.. .T..__._.....___.___..—_,._____. ___._.._..__.._-_...Y.__...._-_._.._._.. ....,.____.._ _.___..-_..-__.._..__.______..._.__, __.-._..._._.._..__-_-.._____.-.__..._ 145 __._.__-. __._ _.._. -_._ .. __-..-___w.__..___.__._.__,..._____.__._.___.______.�_.____.______.____._�.___._.___-.__.___.._, ,-- --T -,---- + 1 145 I I � j 'i � I � � � I •{ � i R I i i f , � y ^`�r_ i j E ` i i � k 135 � .____.________--__..�____.__----__.________.__._-_ ___.____._c ____4__.____.___.____._�.___._____._.._..._.�.._______.�.._-.._- � �_:._._ _ ._�-__________.__-_...___ .__.____.___-w___________.,___-___• -� 135 ! j j N I I j Q I z ; t I 125 125 • 111101ED GRADE .0 0,0110• � I j '' ,� "' I ! I •'' I i j • 1 ! ! ' 4 ••' "�� ' / • I I I f , I , ! Q f ^ � i I _-__._..-.-____...__...__..__-..__�__._---.____.-__._..__._._..__.�_-_ _.. ___ __ .- __..._._ _____. •.i_ _ _.___ `-_.___-_ _ __ _ _~. _-_. .__._ __.__- ___ _ ;__.�._._____.__.__.__-._-._ ....._____.._-_—__--..-____._ ___- _? _..__ __...__ __ ____-..__y _ _. _____...__�___ 115 115 cp ,6• .0 1010 AtN , I ( ^ EX/$'TlING W GRADE , ,, 8 Cep f I I f Nf O vl"� TER ILU t I I pili I E I ,. ° I i s ; + 00,10 •'' ff 10 — -- ' 10 1 105 ____._. .� t ,� •,,,__._-_______ _.�._ ___ ,s'��SpR�S_��__..____ _� � ��I --� � - -! 05 pVC oo J+ h { t p--Z: Z 3 � 1tn tn^D ai of C �>> 95 y co w i I Z I I 4 = f , W W 95 14 Lt Igg to � ^ O � ►� � coN 00 to cD � opt � � O °� � ^O p c6 h ►� oo ai °o of 3+72..65 3+50 3+00 3+11.00 2+50 2+00 1+50 1+00 0+50 0+00 —0+50 —1+00 MALONE DRI t E" 'PARLEE STREETPROF/LE VERTICAL U ,� SCALE.•1 "=4' L 0 4 8 16 CD cu CD HORIZONTAL SCALE:1 "=20CD ' 0 10 20 40 80 m a CD U) t"TrDES/GN: ✓RC NHANCO RREL IMINA R Y SUBD/V/S/ON SHEET DRA WN.- FBF °r e'4S. Engineering Associates 2 OF 2 o� ROAD WAY PROF/LE DWG. 8735P COMEAU PARLEE STREET c JAMES R. �t L A DIVISION OF H.S.A. INC. � P.a IVIL 6 y 235 NEWBURY STREET, DANVERS, m A9� 9Fc Pt" �Q VOICE (978) 777-3050, FAX (978)M-974--178 6 CHECKED: RFD LIOB �at�T SCALE AS SHOWN SALEM, MASS. NO. LO co NO. BY APP. DA TE REAS/ON DESCRIPTION Civil Engineers, Land Surveyors & Envirommental Consultants DATE. 9/14/01 PREPARED FOR.• LEDGEWOOD HILLS REALTY TRUST 8735 m 7__ I T)P I I ITUMINS CONCRETE, ELEVATION BENCH MARKS % i 2'81MOERBI' TOP OU D DATUM: CITY OF SALEM BASE I I TYPE VAI ARAN/7F CURB DESCRIPTION ELEV.V. 1-1/2'MHD TYPE/—I B/T. CONG TOP COURSE N 0. R 3'MHD TYPE/-1 B/T. COND BINDER COURSE R J YAR/ABLE WID7H RIGHT OF WAY(40'MIN.) J 1. SQUARE — CUT SET IN CURB 124.67 I I 12' 12\ 3• I A 2. D.H. SET IN LEDGE OUTCROP 107.01 w � 3. g56I I - 59 s G•�' �k I j I F`� s 2X-JX s = 2z jX :. o.; •., Ito'LOAM 8• cl' Q (�` Q : p. SEED (7)P) 8' COMPACTED PROCESSED GRAVEL BASE PER P£R MHD M2.01.7 3' COMPACTED PROCESSED I L.C.C. 856 —✓ // I I I GA 1 GRAVEL BASE / I I '• ` M//V. PER MHD M2.01.7 UNDISTURBED OR ^' / ~ COMPACTED SUBGRADE PROPOSED 10' WIDE ACCESS EASEMENT // I I I '� 12' COMPACTED BANK RUN GRA VEL BASE I 000 PER MHD M1.03.0, TYPE& / I N I I , % PROPOSED 22' WIDE ACCESS EASEMENT 3'LARGEST STONE NOTES� � / �` BUR/ED £LECMIC, 7ELEPHONE [1]ROADWAY CONS7RUCnav SHALL CONFORM 70 / C/TY OIC NEWTON DPW SPEC/f7CA770NS. / I I I c r L:ATV(TY) [2]REMOVE-LEDGE/F ENCOUNTERED, 12'MIN.MrµEq BELOW GRA VEL BASE. c� / O I I '?• ; ! i ! [3]/F 74E 10'MIN/MUM LA TERAL SEPARA AON BETWf-EN 10, SAN/TARY SEWER AND WA7FR MA/NS CANNOT BE PROPOSED DRAINAGE EASEMENT / �, ' LOT 2 II [3]MIN. MAINTAINED 7HEN 7HE WATER MUST BE A MIN/MUM LOT 1 AREA° 16,798 S.F.+ I OF 18'ABOVE' THE SEWER. /F NEITHER SEPARA 7701V OF 13,625 S.F.+ WATER CAN BE MA/NTA/NEO THEN BOTH PIPES SHALL BE I = �,: Ir �lyFA16 I l ; r" PRESSURE 7FSTE-D. IJ WrA 15 L.C.C. 856 —J „ . I _- ; ' `;`,!/ ,'f WFA 17 ; '} I , „ AL ROADWA YSEC77CN w r PROPOSED DOUBLE GRA TE CB iN SCALE.• 1-5*HOR/ZOVTAL _ / PROPOSED DMH I L.C.C. 856 —L 11-1' WR77CAL wu�^14 _.I_ - , - I I �}�` f'�; ' ! ' RIM=106.412 13 INV. (/N)=101.1 1� A /NV. (OUT)-101.0 (�. WFA 11 - _ CJ PROPOSED PUMP CHAMBER ;, '^ ' _--~ -._ ,a� ,/ -- " ,t�; L C,C. 856 —LwFA PROPOSED DE7EN77ON POND SEDIMENT FOREBA Y -_- - PROPOSED 4000 GAL. r _ _ - -I EMERGENCY SANITARY ' i ,t'� lhDA ! �J:"y; f \ t `•• I J I tor? �/ SEWAGE STORAGE TANK yyFA9 ! ,` i `, _ ' n' r'�l:S,'S — _- --PROPOSED PROP t DWELLING/ GAPAGE I .- `:'OWELINn ' ��:.rf3 r-- _ 1 9.5 --FF-'EL,116.0' / F.F. EL 415. /' Ff ` Cr%i'11�4 f ,` .` - 4 - _ -I _ - f / L.C.C. 856 —9 INV=105..0 �- I —' ,-� y 1 L.C.C. 856 —✓ , — -�" - a, �' WFA77] _ ��!� 12 .0 � !. - ! l X0.00- r ( 00 PROPOSED DE7EN770N POND {lyFA6%' 0O / CDr , „ s#2 _ PROP. 8” TEE /" = % SIDEWALK - - SILPEWALK - IDEWAL r , fid, __ate J � W` � •. !, .'>c:_ _ .-_ _ _ _ '! W• I 40 S0. 1F` ONS7RU TED 4O' ) -/ i —� _2.124.2_5 5 _ • . tT■:ii •-amt... -.r1i.�• ..FM0i .-.r... �ti....� �•..�.. . .�aa.o..... �1.. .. . �..�.� .�.rel.. a... f•M . ! -a-.tea3a•! _` 11y2! - 124.64 124 00001. A ,.., - . 50.. 50. r - 0.0 ._ - t- g,Q pp l I 120 0 : = ' r" i' - 1,� CORPORA 77ON (TYP.) l I ` O 1 i ' � '- / 104 =�•'_;,.,�, - 111 •--- _.- `- -''" ___.._ _. __.__ `- Cj_ (f)12.1.16 G PROP' DROP . 2 f, R/M=106..4V V. /NV )N)=99.,5 _ ! OS //VV (OUT)=99.4Q: �FFtOPOSED ' HE IING JOHN & LIN .DA TURNER DWELLING / ;�� �OWELLl20.5' / �_ ---NG - --- F.F. EL. `12, 2 FF ELL. ff3.5 1� ` . ., - AR. EL' 104. k OPOSED BLE GRA TF' CB r/ GAR,-fL. 111.5, L.C.C. 1356 —G � X –L PROP. DROP SMH C.C. 0 ; Y 1' ►4j o _ -- I LO%T 4 ' 1L.C. X56 —L - /NV.\(/N)=109:6' AREAx5,590'S.F.+� , �, LOT 2 \ INV. \(OUT)=109.5\ �C p LOT 5 r I ,' I AREA=6,65�,S.F.f l/ i O APEA=7,447 S.F.+ L C.C.' 856.E L ,,I 100 WE7ZAN'D C, �5b —G ' BUFFER L.C.C. 856 —G CD ��' 29• r " '" �' S17E PLAN L.C,6. 856 —G — , r ��� SCALE: 1 " — 20' Ca 0 10 20 40 80 C: DESIGN: SRC FRELIMINARY vUBD/V/S/ON C®% SHEET m �� Pti ORA W.- FBF co JAMES R. Gcr Engineering Associates PLA of 2 c CONiEAU c ca DWG. 8735C2 CIVIL Q A DIVISION OF H.S.A., INC. N0.38056 PARLEE STREET Aon 9, 235 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: RFD JOB l VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. No. SCALE-AS SHOWN Ln - 8735 Civil Engineers, Land Surveyors & Environmental Consultants DA 1F• 9/14/01 PREPARED FOR. LEDGEWOOD HILLS REALTY TRUST NO. BY APP. DA TF REVISION DESCRIPco TION -- --- L _ -- -- T _. Tj Iterept ` s v�rr weref ruw twt�xn ­yt r'g s F tap0 / 1 I I TYPE/-2 8/TUM/NOUS CONCRETE; ' 8_ ( 2'BINDER, I' TOP COURSE t eo is c i J' J, °o• TYP£ VAI GRAN/TE CURB f I I 1-1/2'MHD TYP£/-1 B/T. CONC. rOP COURSE 3 MHD TYPE/-1 B/T. CONC BINDER COURSE /y► "i p° Wst�•N a a � VARIABLE wD7H RIGHT OTR' WAY(40 M/N.) pd��j, n iw � f j9(r v���•. •• �lpA d �4r R If I I Aer 4 I I 12' 12\ \ \ 3' 5\ � (TYP.) (TYP. ll 4 569 I I Xg� •_ ,y A `��: � � 4 Pam �. 8 I I I �� _y s a-------- S 1.sx ' a ,. ,� 1,• � � I I I F s s zx 3x q�+ �:xw � :•p. -;,:` ,:o- :` 6'LOAM & � t4`' x � / •: gip•' _ .•Q;V• ^{>'•• SEED TYP 8 COMPACTED L SCALE- 1"=2000' // I ( I � I .� r.. r �-, I PROCESSED GRAVEL I I O I-III -III ( � BASE PER MHD M2.01.7 COMPACTED PROCESSED L.C.C. 856 -✓ / I I I GA 51 GRAVEL' 8A SE 2 5' PER MHD M2.01.7 / I I I 2' UNDISTURBED OMR / I I N • COMPACTED SUBGRADE PROPOSED 10' WIDE ACCESS EASEMENT // I ^ I I CR h 12' COMPACTED BANK RUN GRAVEL BASE h 000 PER MHD M/.03.0, TYPE b, PROPOSED 22' WIDE ACCESS EASEMENT / r/ I N I I 3'LARGEST 57OVE Y NOTES, BUR/ED EWCTRIC, TEZEPHONE do [1]ROADWAY CONSTRUC110N 57/ALL CONFORM TO o CA TV(TYP.) / I I� a,�-I/ [21 REiNO LEDGE CITY OF �IF ENCOUN7ERED'DPW S)cfaRCA 7 120/ONSM/N. / rn I 0 i I _��'1! / R BELOW GRA VEL BASE. L.C.C. 856 -✓ a, PRP DRAINAGE EASEMENT /// LOT 2 I N I i 1 10' [3]/F 7HE 10'MIN/MUM LATERAL SEPARATION BETN£EN PROPOSED D GE ESE COI I LOT 1 l SANITARY SEWER AND WATER MAINS CANNOT BE / / / [3]MIN. MAINTAINED THEN THE WA7FR ML/ST BEAMINIMUM I �REA�16,798 S.F.+ I - OF 18'ABOVF THE SE HER. /F NETAHER S£PARA710N AREA-13,625 S.F.+ l r CAN BE MA/NTAINFO THEN 807YPIPES SHALL BE PROPOSED DOU67LE GRATE CB i 1 {NFA 16 I •- I// ////f ' WATER PRESSURE TESTED. WFA15 5TORMWA TERPROPOSED c'R7FCH5 MODEL EA TMENT SY5TEM0 ` I •-'� I II l ,QL R0ADWA Y 6LcCT�ON I -J OFA 1a7 o .� I (OR APPROVED IEOUAL) ^ ( ,�a I �/// / `� �''- .-•� 99.9 rn ^' r / SCAL£.• f-5'HQ4/ZANTAL L.C.C. 856 -L `~ --l_ I I o / I 1`-1' ►�R77CAL KIFA 12 R/M=105 2 /NV.-100.8 13 14 •,.-- '' �a� `O" / J / 61 WFA11 ( �-9 ysa I ` 1 t - °`� I I -�` /l l A 18 I L.C.C. 856 -L /I f /�/ //// //1✓ � 125.2 PROPOSED PUMP CHAMBER ,,,c,/ �..-= r \�� / I ! ' i / �,.- � ,_�a I � �/�k/I �/`/ /PROPOSED DE7EN770N POND SEDIMENT FOREBAY AfO' / r PROPOSED 4000 GAL'. 9s 2 --�°5 /. / r EMERGENCY SAN/TAR Y J FOUNDA TION \�' I --' 1145 '-' f j /!�/ 4 `• SEWAGE STORAGE TANK WFA9 / REMAINS 98.1 ' ,J _ PROPOSED DXELLIMG/ .,--GARAGE -''I -- / -'' �~ /� /� W L'/1(l 104.43 F _ _ FAL,-'1 P6.0' / F.F. E�. 415. ;� F�"� �/1 4' - V / I / �/ / w L.C.C. 856 9 / / - 107 3 INV 105.0 I J O 06.66 4 \ / / / ' �" / ./ Ilkv, L.C.C. 856 -✓ --�- ---� - RM-125.3 / ---- / i \ INV.=120 8 WFA / ` 56 \ / / / ,--- �- A/1 r INV=121.1 126.0 PROPOSED DE7EN770N POND A6/ / / / ;'/ I ,/ /, `` / / J / / 00 5 a r''t 25 3a "' `2" / i /DE{ IL, .�' i SIDEWALK S/DEWAILK ;��j PROP. 8" TSE � , U CROP 97.5 qC\, JAI f i / / / c •• / / -� EE, (PR 7�- ivs d U TED 40' ) _T --► \.124.23 -.•.•---- �� 125.30 •r --- aarT--- --�- ------ ----- �--- - --.------- fes-- ---- - ------ - -�--- -.,---- -ry,r-- ----.a-as-a ` .a!!� f .i $S 3'S !f 2� t 24 P/kf=125 5 f j - - �• _ �- _ !-- - �- i a te- 8� ` //V V=119.7 WF,g3 / #1124.64 t 24.18 Rl/.�-124,b' \ INV, -i 19.8 97.0 / - -�' 50.9U 50.0 i INV.-121.2 C 0- / f ` / 50 09_ �i :r: 90-90 0 _J 'I 1" CORPORA 77ON (TYP) 00 / 104 / j f Y` `11� 711 - --- g 119 o \ 121. 5 �ROPIDRO� - - -- RIM=121.2 V - ( � ' A2 ; �� r,•- � �._.;%�. ­RO� / � � 'r 106.4 .� �.-- „^�I V=120.2 Q /NV (/N)99-X / __ -- D OS `)VV. (OUT)-99.4 PRO OSED / - PROPOSED �: I `� G: j ____ _ DIALL/NG I JOHN T. & LINDA M. TURNER • / DINFLL/N / N2cLL/NG / i p / --- F.F. EL. "q2' < J FF. £L. Ili5 � / / F.F. EL. _120.5 �� Z " / AR. E 104. ' PROPOS D BLEA�RA TP109 / GAR,-EL. 111.5, f J!! '.;. - 7TH L.C.C. 856 -G J 105.0 t, PROP. DROP SMH %i A { --, 1 / f / I / / / / / r j L O 4 / I / f NV 1(IN)8109.1& -, / A EA 5,59SYS F.+I / �- �6 \ L O T 2 ` INV. OUT)=109.5 -J c� LOT 5./ / / / / f I "� / AREA•=6,65X S.F.+ \ \ J O` I � / �,.36' AEA=7,447 S.F.+ / / / / / / I / / -L.C.G 85,6 -L, / / / / J • N /-, sem' , O 126 ELEVATION BENCH MARKS X�-%- DATUM: CITY OF SALEM BASE ' 100' W�7LAND BUFFER .°/,� / / �� ' `/ / 5 / '�' L.C.C. 856 -G ��\\, \ -� �G NO. DESCRIPTION ELEV. �f �� $ / \\� ///� 1. SQUARE CUT SET IN CURB 124.67 IL.a,6 $56 -G 3/TE PLAN \�\\ //// 2. D.H. SET IN LEDGE OUTCROP 107.01 / / ^`�° / / ti' SCA LE• 1 " = 20' \\\\�/j, 3. lb 0 10 20 40 80 D DESIGN- ✓RC 'UHANCOCKPRELIMINARY eUBD/I//v/ON DRA IMV, FBF A Engineering Associates PLAN 1 Of- 2 ����� of Cyt DWG 8735C2 ' A DIVISION OF H.S.A., INC. oa ,lar���R .ePARLEE STREET o, con s,u 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: RFDJOB o ; VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. No CIVIL r. ss SCALE-AS SHOWN 8735 1 ✓RC RFD 1014101 ADD LOCUS MAP VORTECHS DEVICE R/P170N tax Civil Engineers, Land Surveyors & Environmental Consultants DATE. 9114101 PREPARED FOR.• LEDGEWOOD HILLS REALTY 7RUST NO, B Y APP. DATE REVISION DESC . � 145 . _-_ .-_...._._.--_....r._ _ .._._..______.__ _.___-._._._-__._.___, __�.�._..__ _.__�._ __ __.__------___._.._�.._._. ....______.._.__,..___......_ ._.____..._... , _.._...._---_._._._ ._._ _._....____.__..---._._.___._._.._---._._.__ , -__ ._._.__.__._._...._. __.._.._.__. _...____ ; 145 t { F I i 1 f i t I t t I i .. _._._... 4._._ _ ` } ` _ _ ___.._.. 135 -� ---..--.--.t--.__.___....___.__ __...-_._�..._.._ _.__._... __...__._ ; . .. . . .. _ ___.___.. .- - ._.___.._.______... _ _.-----------__.-.--._. _.-- _-- - -_-_._._.�.____. - _ - 135 LAj j i ( 1 I 125 _-__...___._______.._. _ z ----... ._ -_-�.__ __• _ ..._.___._._-----._.__ ___-_-..•__.-----______ ----_------�___.__.._____.._.____._-----...--s_.___..___.__-•.----_-__-- .---_----...._.____... , _ .._ _ _� _---.-__-_-_. 125 i f t .. I i PROPOSED f GRADE .•' i ' ;I� � 'I, ! � I ( i �� ,•'••� � � III j ' f Q lz 115 t �1 � ••', i I ........_...... ....... . .. I I 11 j N h U I N`�°. 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DWG. 8735P COMIvu 235 NEwBURY STREET, DANVERS, MA. 01923 PARLEE STREET CHECKED: RFi� ✓OB I:o.33056 a VOICE (978) 777-3050, FAX (978) 774-7816 A sc P ,��� SALEM, MASS. No. G1 S SCALE:AS SHOWN 87J5 NO.NO. BY APP. DA TE REWSION DESCRIPTION ` • Civil Engineers, Land Surveyors & Environmental Consultants DA TE.• 9/14/01 PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST P I I } 1U 1DL step 0 FLY" � � I I TYPE/-;2 8/TUM/NOUS CONCRETE, CMC�,LO 4?,fa.c 5� t r g g F ,CA e ♦ i 30 gal 2 J= P ` �p I I TYPE VA1 GRAN/TE CURB BINDER, f TOP COURSE „F�° 3 I ��\ � ` I I 1-1/2";MHD TYPE/-1 B/T. COIVC 70P COURSE vaf�•N�`° I I 3 MHD TYPE/-1 BIT. CONC. BINDER COURSE c o+ tiJv � � � "" •r� a�'�r .. .'.`. - I � VARIABLE WIDTH R/GAIT 0F WAY(40'MIN) �Lt� /fin+o^ •• ,. 3 12' � f21 \ \ 3' I 5\ -: ., i \'���6'/\I• ,Q 4�C v M C��y yw 6!�'� S,o��i I � yp �.�f )51 TIP. TYR w , 9 � 4 A < `��� ~ ��r' �� vow G G• � I ( �� X S a ?�• S t,« ht AGE ST. off+ 6 LOAM & Y / I „ r: = •� I ° SEED TYP 8' COMPACTED L SCALE. 1`--2000 // ,�.I; -I ,_. . r ' � PROCESSED GRA VFL I -III BASE PER MHO M2.01.7 L.C.C. 856 -✓ / I I I sl' 3' COMPACTED PROCESSED 125.N M/N. RAVEL BASE � Z 2.5' PER MHD M2.01.7 D1S7VRBFD OR / / COMPACNIE•D SUBGRADE PROPOSED 10 WIDE ACCESS EASEMENT / I ( j h 12 COMPACTED BANK RUN GRAVEL BASE 000 PER MHD MI 03.0, TYPE b, PROPOSED 22 WIDE ACCESS EASEMENT // I N i i / J/ ZBURIM 3'LARGEST STOVENOTES• ELEOVE& [1J ROADWAY CWSIRUCT/oN &VALL CONFORM TO i/ C17'Y Ota NEWTON DPW SPECIRCA 7/0NS +'N" I o CAN(TYP.) [2]REMOVE LEDGE IF ENCOUNAERED, 12'MIN. L.C.C. 856 -✓ / I o; I I / I 1 •EWER BELow GRA vFc BASE cot [3]IF THE 10'MINIMUM LA7ERAL S£PARA nON BETWEEN PRrOPOSEO DRAINAGE EASEMENT / ,, LOT 2 i LOT 1 I r r/1 101SAN/TARY SEWER AND WATER MA/NS iCANNOT BE IAREA 16,798 S"F.+ I I ti [3]MIN. MAINTAINED THEN THE WA 1E7Z MUST BEAMINIMUM J/ OF 18 ABOVE 7HE SEWER. /F NEITHER SEPARA77aV PROPOSED DOUBLE GRA 7F CB I I AREA=I3,625 S.F.+4 �11 f J,I wA7FR CAN BE MAINTAINED 7NEN 807H PIPES SHALL BE WFA 16 I I r•�i /! 1 IlI PRESSURE TESTED. I WFA15 99 I I �,: // , PROPOSED VOR7FCHS MODEL 2000 -,- J 1 STORY WA TER TREA 7YENT SYSTEM ^ 1 97, J WFA 17 o /�! AL �i4DWA Y SEC77ON (OR APPROVED EQUAL) I 99.9 I �- /J SCALE r-5'H0R1ZavrAL RIM=106.2 INV.=100..8 ( L.C.C. 856 -L 13 W -14 _j_ � � i I CO 1'=r' vFRncnL WFA 12 o _- fi 6�0 WFA11 I -9r` �. 9B..2- - } �r /'/ % �/ • PROPOSED PU44P CHAMBER , rte! --� - - r A I L.C.C. 856 1215.2 2 PROPOSED DE7FN770AI POND SEDIMENT FOREBA Y 98.2 I __-- ✓' _ " _ // /// PROPOSED 4000 GAL. .--- / EMERGENCY SAM/TARY f DUPJa,4 T/C1Pd \ \�`' I -�" 11o� , .- '� / i l 77 �• SEWAGE STORAGE TANK p{lFA9 ,- i ---fi" 1'24. REMAINS _ -RR�SED I ,� ,/ 'P,R D O 11 DWELLING/ / 104.4 FG F.�L, 116.0 / F.F. E - V l / _ --�• L.C C. 856 9 / / " -�• 107 �. V-105.0 06,66 L.C.C. 856 -✓ ( A ._ 126.0 1/VV lel. PROPOSED DE7FN770N POND r l `�� / -! / '' __- 5 `'/125.34 wFA 9 ' i /DEI4L �'' SIDEWALK SIDEWALK ,.. �' PROP. 8" 7FE bU Cf?OP .. / / ~- �.�,;�. $ PAI 123, ----------- CU, _ i / f' ••• / . �-- ' "'-�- �� (P 7F _ ONS7R 7E0 4Q' T -� 12 2.2'.3 -.•------- / - 125.30 5 • -- -- - -- - -- --- --- ----- - --- --... - -- M -- -- - - __ _ 3 2262 IM=125.5 a � c.�r. 1 �' Ir'J(/=119.�_' 124••64 �- \ INV=119.8 AP 124.18 fT'h4=124.8 , --- ! 1.NV=121.2 50.0, / - i 5p p�9- ` _'i r= 9�0 j 1" CORPORA 770N (TYP.) 1 0.QO 121. 5 ,' �- �ROPl DRO SM RIM=121.�� \w� A2 , L j U YCn R/M�106. 1^✓V._-12J 2 a� , ;- -- j. / / INV (IN)99.,5� ` f" " (OUT)=99. / PROPOSED 'Q 'D p8 ,(/V V. 4 / PROPOSSD ,; C DWELLIN � / / f WEILL/NG -' ,�- _ _� --DWF�L/�2, J JOHN T. & LINDA M. TURNER ,. rr- i193.5 EL. X20.5 / �` AR. Ell! 104. PROPO/S BLE�RA eiCG / GAR,-EL. 111.5.% f ' - ' , Y • \ }r \ L.C.C. 856 -G �; � i�` �,:�X111..3.•- + ` � /'� /L C.C. -L , PROP. DROP SMH /+ 10�•0�_ - _- __ ? / ,/ I / rf / LO 4 I/ 1z') s INV. (/N) 1 fIleL O� 2 ffi( OUT)=109.5\ / /� AREA 5,59p-`SF;f I / ,..--- � ,,.--- - LOT 5/ f / I J f- ' ARE)f,6,651 S.F.+ \ , AREA 7,447 S.F.+ / I '/. J_ ' , 94.36 I l 1 / / L•C G. 85.6 -L / f' _ 126 ELEVATION BENCH MARKS DATUM. CITY OF SALEM BASE // / / ' / 5 ` '' ``~ -� -G NO. DESCRIPTION ELEV. 100' W77-AND BL/FFEl4 � •.°` ,/ �, � � / /� / L.C.C. 856 -G �\. � � � \ \ �, ��,� //f 1. SQUARE - CUT SET IN CURB 124.67 7 �~ / / / LY �' ref \�.,�\\ �--- ` ° o . / / f / `� ^� � '/ / / I� ,mss -c S�� P�N `�.� `� �. �f/�/ 2. D.H. SET IN LEDGE OUTCROP 107.01 SCALE.' 1 = 20 \\\ ,, 3. 0 10 20 40 80 �` f DESIGN. JRC PRELIM/NA�9Y SUED/V/S/ON �. COC DRAWN. FBF SHEET 0 Engineering Associates PLAN 1 OF 2 DWG. 8735C2 A DIVISION OF H.S.A., INC. v `` CHECKED: RFD PARLEE STREET o JAMES R, � _ 235 NEWBURY STREET, DANVERS, MA. 01!923JOB CO.1 EAU ' 'i VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. No �' Js `" SCALE: AS SHOWN p 1 JRC RFD 10/4/01 ADD LOCUS MAP, VOR7FCHS DEVICE s �F ---��� Civil Engineers, Land Surveyors & Environme:ntal Consultants PREPARED FOR. LEDGEWOOD HILLS REALTY 7RUST 8735 NO. BY APP. DATE REVISION DESCRIP770N s;,1e, �f� g• Y DA 1Z�• 9/14/01 ------ _- -- - __ R a o a ' 145 - __............ . -......_. — .. __ - . -. ... ..._....___.. ____..._._..__...v_._._ _. .._._._ _......_.._ _____.._.....__..____ _.___.___ ____.._..------ _._..__ _..._. ....._ . .....__._ _..... ... .__._.._._....__ _.._.....____.._ ._._ _.....__.__._. ._..._._. ._ .__.......-_-_-_— - --._._.__..._._.. 145 ! i ! , t t i t t 135 - , _ _....._ _..__.._.._ 135 I 125 •� _ . . __.___.._ ,.__.___..----..__..__ _� ____.__._.---..____-- -..______..__.__..... _- --...----..-._...._-- _ _._._ __.____---.__-..---_._ __- ' � l i -- 125 i i • ` ; 1 � , 1 i 1 N. i I i ; ,•• I _. t . O I + PROPOSE- GRADE ( •• ,.•• • i I I ; �? i ,» • ••• • ••, I ' III i ( II , I I ; • i �r • i t Q . , _ ._..._.. 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J ► , f 95 CQ hDoj• 1+ �» } Qi(0Q� � t ! k W I O O O W � op tt� N O v cp a ^ co N co N O co 0O ' O O a0 N ^ 0O N qj of `� '^ h ►� qj of p N 1-i d h ^ pp O ^ h OO � O OO p0 pO 00 OO O ^ ^ N N 3+72.65 3+50 3+00 3+11.00 2+50 2+00 1+50 1+00 0+50 0+00 —0+50 —1+00 MAL ONE DRIVE 17,15 ARLEE 8TREE7" RROR/LE VERTICAL SCALE.I "=4' 0 4 8 16 HORIZONTAL SCALE:1 "=20' 0 10 20 40 80 _ r DESIGN: ✓RC t COCK RREL/M/NARY SUBD/V/S/ON SHEET DRAWN: FBF -0 CF r,�s Engineering Associates 2 OF 2 �� DWG 8X�35P ROADWAY PROF/LE JAMES R. N� A DIVISION OF H.S.A• INC.co PARLEE STREET 0 DU IVMA. 011923 235 NEWBURY STREET DANVERS• CHECKED: RFD A No.3S05 R��Q VOICE (978) 777-3050, FAX (978) 774—•7816 SALEM, MASS. No. > F � S SCALE.•AS SHOWN 8735 NO. BY APP. DA TE REWSION DESCRIPTION Civil Engineers, Land Surveyors & Environmiental Consultants PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST Y DATr. 9/14/01 0 zzil ,1...: ✓:. v .':<s•-.:. " .•.-w..' t? a r4._ i. - ;- . .a.,3.'�"t+..'F _, �.-'rv' .�'.,3 qq - _. PROPOS ._ �GE EASEMENT. <- .,,.-_ ,. • � k ,.� . e �I '1627 t T ::�, N!-t'-;,,.:<-f.' ..,..�.. a .:....tK .�}...-".,.5 ..l. ..t :A - f. ? .'[�_��:�1•.. 6198i-sl,a REA ,1 7 1 . -/ x - PROPOSED DOUB t - .:, ;�_ a- • LE GRA 1F' CB 1 �r ` 4 jL PROPOSE '1/ORTECHS MODEL 2000 STORY WA TER . a TREA TMENT SYSTEM (OR APPROVED EQUAL) = i 5 1ao y r L'.C.C. 856 —L 99. RIM=106.2 /NV.=100.8 � . / I ' 13 WFA 12 / I t 961 WFA11 I �9 PROPOSED PUMP CHAMBER 1 �'� !— �- / -1.-a�' A18 1 L.C.C. 856 —L i 7OPOSED DETENTION POND SEDIMENT FOREBA Y WFA 10 98.2 � �--� y�- --� 1 / � X10 PROPOSED 4000 GAL. —,�Jo5 / EMERGENCY SAN/TARP / �'pUN04 T J _...�._^,'\ 1 -- I SEWAGE STORAGE TANK 14FA9 y- � ...� ' —PROPf1SEO DWELLING/ / 104.43 _ / FG' —Fa F. L,X116.0' / F.F. ? �L 445. _ z / ^C 107 3 c�� Il�lV=105.00 Z16 I / L.C.C. 856 —JIWA 9 177ON POND WFA6� / /D / / SIDEWALK bu cRoP o7P5`7RU TED 4Q' ) 50.0 50.0b� 9�0 r-- / 104 / 11 r '� - ~ 119 .� / / ---, — — — — AROPIDR9� SM ' / R/M=106.4. / — — �' / /Nt/a (/Nf 99.,b� �1 'l � Q5E'D 08 �IGV. (,OUT)-99.4 P / � �-- -- _ PROPOSED l DWELL/N - 7 / / / R O / / % rDWE-LL / \ p f / F.F. EL. \122 ING EL. 3.5 � F.F. EL. 120.5'. / / �•- --' Ef,! 104. 9ROPOSED BLE,RA eCB GAR.--TL 111.5' /L.C.C �—L I / ool �V L97 4 A . yy -v t . y$` ;.. Y. Yy,..• f{'�r9-'SlL. C, L. C. C-^:.. e-.]. .:%••.. wiv„ _ A. Fi .., - .ii>.a,.., •'•., nx. r..•.,•i,. ., :. i•. :..aH;. ,.. Yn _.1.3'. '•..,aYy., t":�!• .:.. r i.. -�/ < _- 'fie +c- .•'Y.. :}.a'—;S 1._ i'.. '+a'v.... : ..,s,0..-�•. ..f.. _.. -. ,•, t _ ''...:C,.M.. ... r , { ...: ,. _ . _ O ,: i -n"✓ +_ r..R• :,�... .-r .. .y. ..-s.! ..y,�F,. .r.......,, -:rl,. 3Fr f:, p „} t -e. :.,� 5 k, N-: t ..,... . 1 A✓•,.c- .. .. . -. .. 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TREA 7,14ENT SYSTEM r 91. 7 (OR APPROVED EQUAL) , L.C.C. 856 9s R/M=106.2 /NV.=100.8 ,� I WFA 12 / WA 11 sa�'I i 2 PROPOSED PUMP CHAMBER 1g '' -�-- \\ —I- `' i / 11 KfA 18 • / � r -- --�\�`� � I .i / � i�03 I L.C.C. 856 -[ r f 'ROPOSED DETENROU POND SEDIMENT FOREBA Y gBWFA 10 PROPOSED 4000 GAL. - \ \ _ -�- �' J05 / EMERGENCY SANITARY / / \ �, I - f I SEWAGE STORAGE TANK yiFA9 f OUNDA,, aV ..,� A06 / s8.1 / E"ANS — i / . _ PROPOSED r DWELLING/ GAGE `I l-- / 104.43 FG _ F.FL,�116.0 / F.F.�El. -1fiS �I 05,66" 25 107 3 fNV'-105.0 L.C.C. 856 -✓ / �✓'� '�. Ile 1770N POND WFA6/ / ' - • / / / / ss-2 / % ♦ # 0� ; /DE / : / / SIDEWALK u CROP A-bp W. / / / / / b / ` / '-► -fi d-" (P T U 0VV3'TRU TED t 5 • 50.0 J 50 09= 10 - -- - �ROPIDRC}�' - L G ROPE RIM=106.4. / /NVQ (IN) `RV. UT)=99.4 � I / / ,- PROPOSED PROPOSED / ,_DWaL/NG LL/N� I I I WCL/NG EL. .3.5 , / EL. X20.5' / '' M �/ F.F. EL. 2' AR. EJl! 104. �Py40POSED BLE�RA TEICY / GAR,-EZ. -111.5' _ C. - i O % / PROP. D SA'IL /�W=117 8�: / I - y LO� 4 / ( L.C� '2956 -L • \ \ /NV.�(/N)-109