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8468_SITE PLAN AGAWAM DENTAL SPRINGFIELD - NORTHWOOD 8� (�g ��au�.�m �en-�,l Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 1�► rn January 9,2007 Gn-n t ,-' E5 4r M Ralph DePalma 267 Hillside Road Southwick,MA 01077 Dear Mr. DePalma: At its duly called meeting held on January 4, 2007, the Agawam Planning Board voted to approve the Site Plan entitled:"Proposed Site Plan, Agawam,Massachusetts, For:Palatium Realty, Inc., 267 Hillside Road, Southwick, MA"prepared by M L. Bean, lnc. and dated December 11, 2006, revised January 3,2007. Sincerely, Travis Ward, Acting Chairman Agawam Planning Board cc: Clerk D. L.Bean, Inc. Building Engineering File i TOWN OF AGAWAM MEMORANDUM To: Planning Board CC: John Stone—DPW Sept.,Dave Bean.—D.L.Bean Inc. From: Enginwring Date: January 3,2007 Subject: SP—503 —Agawam Dental— 1182 Springfield St As per your memo dated December 13,2006,Engineering has reviewed the site plan entitled"E:dsting Site Plan, Proposed Site Plan" for Palatium Reality, Inc. Rcvisied 1-2-07. Because the site is less than one acre no Storm Drain Permit is needed. Engineering approves the revised plan with the following comment: I.The handicap spot needs to have a hatched aisle to meet ADA compliance for van accessible spots. Please, do not hesitate to contact this division with any questions or comments. lvli I Mag ' , E.I.T. "chael C. Chase,E-I.T. Civil Engineer I Town Emginm S!LSFU03 AGAWAM DEWALNEMO I DOC r AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: January 2, 2007 DATE RECEIVED: December 13, 2006 DISTRIBUTION DATE: December 13. 2006 PLANNING BOARD MEETING DATE: January 4, 2007 APPLICANT INFORMATION 1. Name of Business: Agawam Dental Address: 1182 Springfield Street, Agawam, MA 01001 2. Owner: Palatium Realty, Inc. Address: 267 Hillside Road, Southwick, MA Telephone: Fax: 3. Engineer: D. L. Bean, Inc. Address: 40 School Street, Westfield, MA 01085 Telephone: 562-7566 Fax: 562-2091 PLAN REVIEW Scale: 1"=20' Date: December 11, 2006 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed new dental building. Square footage of building must be provided. 71 Site Plan Review Page 2 Description of Site: Site was previously a single family dwelling which has been demolished. Provision for Traffic Flow: A proposed 24' curbcut is shown onto Northwood Street. This curbcut is slightly offset from the curbcut on the opposite side of the street to the veterinary clinic found on the opposite side of Northwood Street. Parking: Building square footage must be provided in order for an parking analysis. Sixteen parking spaces have been shown. The parking guidelines suggest one (1) parking space for each 200 sq.ft. of gross floor area, plus one (1) space for each doctor and one (1) space for each two employees. The applicant must provide an easement for the parking on the adjacent lot. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Two street trees should be provided on Springfield Street. Sign Location: Not provided. Exterior Lighting: All lighting must be shielded so as not to shine on the adjacent property. Adequate information must be provided to make this determination. Wall packs are not allowed. Rendering or Elevations: Colors and textures must be provided. Dumpster location: No dumpster is shown. How will waste be handled? All dumpsters must be screened fenced and gated. Other Comments or Concerns: Aw AGAWAM FIRE DEPARTMENT W MAIN STREET• AGAWAM,MA 01001 INPTELEPHONE (413) 786-0657 FAX(413) 78f-12.41 David A. Pisa�no Chief of Department Stephen M. Martin Deputy Chief FIRES MEMORANDUM TO: Planning Board FROM: Deputy Fire Chief Stephen M.Martin DATE: December 29,2r006 RE: Site Plan-Agawam Dental 1182 Springfield Street. 1. No objections to plans for Agawam Dental. Than you, fW. artin Memo To: Planning Board From: Sgt. Richard Niles Subject: Site Plan—Agawam Dental—Springfield/Northwood Streets Date: 12/27/2006 Based upon the information provided, there would appear to be little negative impact to pedestrian, bicycle, and or motor vehicle traffic. Respectfully Submitted At, A. Sgt. R. Niles Safety Officer Agawam Police Department P1int Page 1 of 1 z a ,.,Y �' �'. ;� • Est ,� n .. R - 5 �r +^*` Interactive Map Parcel ID: E10 3 10 0 215 431 Owner: KINSLEY CAROL Date: Parcel Address: 1182 SPRINGFIELD ST Scale: 1"=215' (1:2585) 1/02/07 http:/Ihosting.tighebond.com/agawam/print.aspx?maptype=5&image=http%3a%2f�/o2fproje... 1/2/2007 MEMO TO: Engineering Dept., Police Dept., Deputy Chief Steve Martin, AFD, ADA Committee FROM: Planning Board SUBJECT: Site Plan - Agawam Dental - Springfield/Northwood Streets DATE: December 13, 2006 Please review and comment on the attached Site Plan for Agawam Dental prior to the Board's January 4'meeting. Thank you. DSD:prk D. L. BEAR, INC. - LAND CONSULTANTS 413-562-7566 Forty School Street Fax #413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS December 11,2006 Planning Board Town of Agawam 36 Main Street Agawam,MA 01001 RE: Site Plan Approval Application Palatium Realty,Inc. 1182 Springfield Street Dear Board Members: On behalf of our client Palatium Realty,Inc.,we are submitting the following information for your review. 1. Site Plan application(10 copies) 2. Building facade(3 copies) 3. Proposed Site Plan(10 sets) We will be pleased to present this proposal to the Board at your earliest convenience. If there are any immediate questions or concerns,please contact us. Thank YOU. 7 gyp',;j7. Si �p t.�3s aJ ,p't ncerely. M4fl l 5, u �rll �' D. L. B c. Cn rim Cl) David L. Bean, President a L sii 5 Z enclosures as noted cc: Palatium Realty,Inc. A rn MES/ssc AGAWAM PLAMING BOARD FORM D Application for Site Plan Approval Please complete the fallowing form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Agawam Dental Address 1182 Springfield Street - Agawam 2. Name of Applicant/Owner Pal.atium Realty, Inc. Address 267 Hillside Road - Southwick, MA Telephone 3. Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield, MA 01085 Telephone 413-562-7566 4. Please give a brief description of the proposed -project: Proposal is to construct a new dental office with associated parking, _ lighting, and landscaping. rn rn CD Cn Rev. 2/14/94 Sr ECTION SERVICE 1 I= UEC I I P 2: Li vi r i W s A f 'S I l i1i(O. ij } i 113 11 El 0M fl i i b WL BEAN. otIC- WESTFIELD MASSACHUSETrS 01095 (413) 562-75" January 2 2007 JOB M- FAX (413) 562 2D43 AT ENftO"' Deborah Dachos, Town Planner TO RE:Agawam Planning Department 1182 Springfield Street 36 Main Street Proposed Site Plan for Ralph DePalma Agawam, MA 01001 WE ARE SENDING YOU IN Attached ❑ Under separate cover via the folkNAng items: ❑ Shop drawings 29 Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of fetter ❑ Change order ❑ COMM DATE NO. DESCRW9F 0rV 1 1r�ly2-07 2 Existing & Proposed Site Plans THESE ARE TRANSAAMW as checked below: 99 For approval ❑ Approved as submitted ❑ Resubmit copies for.approval ❑ For your use ❑ Approved as noted ❑ Submit copies for ciisttw tion > ❑ As requested 0 Returned for corrections ❑ Return eamected prints ❑ For review and comment ❑ — ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAM TO US REMARKS Debbie: This_Proposed Site Plan has been revised according to the comments received from The Engineering Department. We are hyping to gain Planning Board approval on Januau 4. If you have any questions, please call us. Thank you. �_._.... Happy We ear, CCeyTp Agawam Engineering Dept. Ralph DePalma SIGNED: EASEMENT KNOW ALL PERSONS BY ITIESE PRESENTS, THAT PALAIIUM REALTY,INC. a Massachusetts Business Corporation with offices in the Town of Southwick, I lainpden County, Comrmonwealth of Massachusetts, being the owner of both Parcel "A"and Parcel "B"as shown on a Plan of Land recorded in Boob of Plans 207,Page 110 of the Hampden County Registry of Deeds by these presents grants and reserves an Easement on Parcel"B"as described in Exhibit "A"attached hereto and incorporated by reference baein for the befit of Parcel "A"as shown on said Plan for the purpose of egress, ingress, parking, landscaping, and pedestrian use. The owner of Parcel "A"shall be resT onsible for the maintenaucc and upkeep of the easement area as well as for the cost of insuring the same against all risks. IN V4TNESS WHEREOF,the Crrantor,Ralph DePaImma,as President and Treasurer of' PALATIUM MALTY, INC. has hereunto set his band and seal this day of 20 . N'rmess: PALATIUM REALTY, INC. By. Joseph A. Paceila Ralph DePalrna, its President and Treasurer COMMONWEALTH OF MASSACHUSETTS COUNTY OF HAMPDEN,ss. On this --_day of 20 , before me, the undersigned notary public,personally appeared ,Ralph DePalma,President.and Treawrer of VALATR TM REALTY, INC., signer of the foregoing instrument, and acknowledged the same to be the fie act and deed of said corporation, and his free act and deed signed and sealed before me,proved to me through satisfactory evidence of identification, consisting of a valid driver's license,to be the person whose name is signed on the preceding or attached document, and acknowledged io nic. that he signed it voluntarily for its stated purpose:. Joseph A. Pacella,Notary Public My Commission Expires- 09/10/2010 *al of No%' OR77 E?t IT "A" $eginning ai a point on the easterly sideline of Northwood Stuxt; said point being the comer of Parcel A and Parcel B as shown on Book of Plans 207 Page 110 recorded at the Hampden county Registry of Deeds; thence running N3-21-45E'along the easterly sideline of Northwood Street for a distance of 20.00 feet to a point;thence nming 987- 10-38E for a distance of 16_30 feet to a point on the easterly sideline of Parse]'B on the above referenced plan; thence running S10-1145'W on the easterly sideline ofPaicel 13 for a distance of 20.17 feet to the come'of Parcel A and Parcel B; thence Iuniring N87- 1MMW along the division line between Parcel A and Parcel B for a distance: of 83,90 feet to the point and-place of beginning. Said described easement to run in favor of'Parcel A. AGAWM PLANK ZVG BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Agawam Dental Address -• --- _- 1182 Springfield Street - Agawam _�- 2. Name of Applicant/Owner Palatium Realt , Inc. Address 267 Hillside Road - Southwick, MA Telephone 3. Name of Engineer/Architect- D.L. Bean, Inc. Address 40 School Street - Westfield, MA 01085 Telephone 413--562-7566 4. Please give a brief description of the proposed -project: Proposal is to construct a new dental office with associated parking, lighting, and landscaping. Rev. 2/14/94 S331A835 _ _ ., ,.. - : :u , �, t - - J . ,. ._ r' +. . a .- - f ,. �'..- ..,ks mot'' ' ;: .. .`r.. +.- _ ,L.-. _ .. .: - .:�,,,, n r ..i. 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Y # PALATfUM REALTY INC . -, n.; EXtSTNG s#TE PLAN tN�IDERGROLN�{Zf. UTILITIES ARE SHOWN R M.. s .. AVAILABLE LFTZI.ITY I 11ATI1�1 �1LY AND WILL RED ACTUAL FIELD VERIFICATM t� - - SEE H.C.R.D: B00 K 1 � 19 0 PAGE 339 A A W A M M S A H T T S , UTILITIES EXIST THAN ARE SHOWN, : FQ�:. ore ogre As WELL As EACH UTILITY I�Aw SHALL BE - r PALATIUM REALTY, Ih�C, NOTIFIED To MARK T'FEM UNDERGROUND LINES hT '�, ,� t6f p ���� 267 HILLSIDE ROAD .-,,�-,-.�:-.,­Z. �,,"w1-�-� - LEAST 72 HOURS PRIOR TO ANY EXCAVATION. - DIG SAFE TEL 1-888-3"-7233 - i . r SHUTHWICK, MA, • ' ' DATA: . SCALE: I'=20' , f - I I2'11-2006 CHECKED; M,E,S, 4 - '� r I 1 . :• f' - - - E .. ._ - _ .. . . - - - _ .. d : - .<->. - , % .: .: :.l., r-. . , . G. SURVEYORS �c N' '- -. . - . EAN IN _ . . . . ,.. ,: . . r - :E f r : . r 40 SHOO STR ET �<.. _ . L ENCiNEERS _-- .,. . . ., :. _ tELt'i, Iu�ASSACHUSETTS 1 r'- e, . 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OUT=z©7.41;�~ _ 40" LEGEND `_- _ N 03'21 45 E _ - -- 2O4 N 03 21'45" E SUMP/DIRT=201.71 1 WILLOW r •r . ) `°I --2a3. _204-� AM f 20` 159.75' I I rn _ - y C.B. : ,,• INT10 acI�i O ®O®O®�®O O® es 2" - II ® r.ATcl� as ._ a r 4' GONG i \\ c� O DRAINAGE MANHOLE Q � t � 0' PROP. � � 64' 203.4 x � g' �. 204.4 x .\ I QMH ..,t RIM D 04.29' i GRASS ® MAIN 24.00 k 20' WIDE �11 i EDGE BIT. M g 1 cr, USE E)(ISIING 2 3 7 ® ,� O�0 ENT. 3 EASEMENT SANITARY SEWER MANHOLE H 1 m IN: FAVOR OF ; CONC. DRIVE SIVFH Q , RIM=204.80' 1 TER SERVICE S � j .�N 4 - PARCEL "A" N, �', I H - 0 I -- - - - �0 _ �Q ! PROP. R=4.5�• R=4.5 c I Q HYDl±MIT f na t 0) P 4' CO#C. , WALK 6?0, RAM 20$.O L -,�' o N a 1 g" I WATER GATE s -1 �\ FA 1. O `Q./ ,, POSED BIT. CO .t cn u' MAPLE > \►++0 i ' ��T �/� cRAss 4waxGO"� - ti°� �, PARCEL B • GAS GATE-: I. ; rnrI ' SPLASH ® 2p a, ENT. 205.$0 ' $' o 204 9 x o WVL? N F u.POLE 3f3 PROP. ROOF ENT. 14 /, (TYP.) 1 a+ i., FtOBEKT W. U9CHMMIN tr [Jl ' PUIF NU `V CON C GRASS DRANK / m 204.2 x � c s AND - PA0 37. 5 r OISO (II 6' LINDA M. USCHMANN EXISTING CpN110UR , pn r PROP. ti �i r^ 204 -_-__ _-------- rr� . UP LE _ r' 205 GRASS �� 204-4 x 72" 4 STREET' SIGN LI..-..._i`1`\,�..1..-......�I..I..-/....-.)..-.A!-I./.-R.l-/'Il T 38 85 1 J 3' IJ IA i AREA 9da I MAPLE '. _T_.00z0).'-,_:.�4I.%.E,._.._..1 a=t e:.L�_.i I.-..�-I.f)%F.�1I_-.1...1.1�_.,,I,�_, ,C�y] Ch] BUSH CJ C�7 t r 205 PROP _ -2E}4-- l Sir D �X3tNG DRAI�f y .......-..,I­,,...J_.1�....:_...,,:."..�....,;P",..�-.....,�:..I.......:...�,:��.. (1..G.-.,�...)...I.-�.:.:-...-...:...�./.....a..:._��-­�..m.�-.��.I.t:..(.I:........"....'...-..'..I.�....�.UI.:..-�....T.......-.......L..........................i.3::....�..........-........I. .-............1..,-..............�7..�......I...I.I....-...I 1-��............I I........ 5' D!A $' DIA 3 DIA --- 204 `_ ZONE LAVE 1k BUSH BUSH BUSH S 10'T i'45� '�� /� I �\ / SS EJCISITIVG SANFTARY SEWER W 204 i . Q4. � PARCE_L PARCEL B ,� . 7 o� , W EXISTING WATER MAN+1 ' n # Z EDGE BIT. Qa. _-- i` 'A z DIRECT ROOF DRAINS CONC. DRIVE � ___-28�- _-"--- 20.17' / I G EXISTING GAS MAIN . C.B. 0 AWAY FROM ABUTTING " ' < I X 2D4.6O RIM=204.33' PROPERTY _� ,� l 30" . . PROPOSED SPOT GRADE-, .'o . r- . O x m 2p{, ___- 1� \ 162.40' TREE OAK 5 . PROPOSIr'D L iR; . RIM=204.79' _� . _ m I m - a PROPOSED WAM PAC d Ia PROPOSED LIGHT POLE (�) LAND N/17 S n:N 6' NIGH 7 . �; SPF&4GFIELD 7 I WE t >s . REALTY TRUST .. . - �!l PROPOSED WWDI AP VAN A .E CONC BUILDING PAD .. LANDSCAPE LEGEND - _:_ ' ­. ,, ''T D - PROPOSED BRi4DF(XtD PEAR ( 1 1/2 CALIPER ) NOTE - = PROPOSED DWARF BURNING BUSK ( 4' TALL ) UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE UTILITY IfORMATII1d LTNLY AND WILL REQUIRE ACTUAL FIELD VERIFICATION. MORE - 06 SAF iA S EL LITIE5 EXIST THAN ARE SINEWS, ® �. PROPOSED pW,qR ALBEIiTA SPRUCE ( 2'-3' TALL ) DI®SJIf! AS VELL AS EACH UTILITY C.QiPANY SHALL BE NOTIFIED TO NARK THEIR UNDERGROUND LINES AT LI LEAST 72 FIBS PRIOR TO ANY EXCAVATMN. DIG SAFE TEL 1--888- 44--7c33 .REGENCY" A� O - PROPOSED EN(M BOX WOOD ( 7 5'-i B'' TALL ). .c, . ® - PROPOSED KINGS GOLD CYPRESS ( 2 GAL.. Pam. ) . �s . ® - PROPOSED GLOM ARKRVITAE ( 15'-18' TALL ) - .. a . �. NSA: i.) Pl,WE 6oURE UN6 Tam mum Jr I`�P IN A.�.. P�- �. . .. - ' 2.) ALL PLANTINGS. MUST BE MAINTAINED AND THAT PORTION OF THE PUB . WAY ABUTTING THE PARCEL AND INCLUDING THE TREEBELT SHALL BE MAINTAINED .' . . IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE .PARCEL ,;� 12' TO 14' . : -` TYPICAL PARKING AND IN H©GHr ti' . DRIVEWAY PAVEMENT STRUCTURE BITUMINOUS BERM - T zcr' 40' 60- NDU CONCRETE ;., . . . 2 COURSES BITUMINOUS CONCRETE WALK DETAIL CAPE COD BERM L, 5' TYPE I-1 SURFACE BUILDING 42' X $4' - 2.60 S.F. . . 2" TYPE I-1 BINDER T.T. N.T.S = 1 . ZONED: AS SHOWN -: VARIES 12, w, • 0 1 PARKING SPACE PER zr�a S.F. GROSS FLOOR 1+ SPACE PROPOSED SITE PLAN ,� F.G. F,G, TEP COURSE 6, 1 PAIi1CING SPACE PER DENnST 7 sPAC M A T T _ 1 PARKING SPACE PER (2) EMPLOYEES - 7 SPACE FOR: '-4' IEMENT CfiJNC, WALK .s _� R...V ,.. a PALATIUM REALTY, INC. 4 PROCESSED GRAVEL-2 STONE MAX. • ' ' r I 1-1 N M Aoal�a�n - T " » 6' COMPACTED GRAVEL BA T aM IF 3/4' +� gI CDUR 1$ PARKING SPACES FRONDED 267 HILLSIDE READ i;. .r t =E....k-I I 1--J 11-f!I-1 t ,r 940"cmilm ' . f ' 0 0 0 8' BANK RUN GRAVEL-- 6' MAX STONE `) 0 O a I12- DIA.I SUUTHWICK,' MA. - .i BASE DATE. SCALE. 1'=2Q' . COMPACTED GRAVEL. SUB-GRADE ti . 12-11-2006 CHECKED: M.E,S REV: 1-02-2007 G.A.D. SHEET NO. , "'r' I T,J.A. 2 ❑F 2 . - _­j F EANG. SURVE4RS 40 SCHOOL STREET - ' . WESTF ELD, MASSACHUSETTS ENGINEER$ r` - { . . . . - . 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WALK -- - GUY U.POLE# 1/1 T5 U.POLE# 2/2 - --`T -- - -- ---- - -- - 0 U.POLE# 3/3 C.B. HYD_ _ 0 � 0U.POLE# 4/4 DMH 1� W- RIMC802.95� -- - RIM-204.21' 6'� W W W _ W W RIM=204. 4' � O��� --- - NORTHWo4D _ _ - STREET DMH D - RIM=204.52' I z -----264--- D D - N D SMH ---------------- RIM=204.47' SMH SS SS SS�� SMH SS SS O _ _ RIM=204.14' prokIM=204 46' j G G - `2fl4 __ y G SMH EDGE OF PAVEMENT - - EDGE OF PAVEMENT RIM=205.24' s < _ - - 8" PVC INV. OUT=201.41' _~- - 4D" O '•' RIM=204.2 I' ? ro ��� _ G _ N 03*21'45 E ---- - '� N 03'21'45' E SUMP/DIRT=201.71'i WILLOW ! � r 159.75'1 - ---2D3' -� --� 200.05' 1 c� m i C.B. QUAD-14 s - J j ti4 R1 =202.74' MAPLE 1 i r ',,TILE, (NW) IN .=200.04' 0 6" TIL (SE) IN .=200.01' ` L04.4 x D H \ 12' RCP IN .=199.44' 203.4 x ,5 \� RIM=2 4.29' � �+ �Ct I ED E BIT. 4 z 2a3.7 x U) G \ s to RIM 2H .80' ' I PARCEL A ,— �, �� CON DRIVE GAS �LrXISTI�-Ile PARCEL B r p n �i rn o r-- — _ - ---kAE3C-I�-------� 203 6 x TRAP ROCK AND BIT CONC. v } -,'••� WS rr T ' w MAPLE k 4 �'l'�, t� BIT CONC WALK - m rI— o.+ 1 Q �A L. ,ice' �a �? - 204.9 —i 1 { J L �F co i p °° LAND N/F CONC / --� r, ROBERT W. USCHMANN C.B. S PAD ,� 204.2. x LINDA MAN SC#IMA►+iN ® CATCH BASIN U-P LE �� Jr + \CONC- 72" DMH DRAINAGE MANHOLE #138 85 i r �� 3' DW 10' DIA --2� CLOTHES g EX STING CONCREf WALL jU4.4 x BUSH BUSH - � POLES �� CONC. Ems----� _ _ / WALL ZONE LINE ` � -~� MAPLE SMHO SANITARY SEWER MANHOLE 5' INA B' DIA 3' DIA _ - 20Q.94' i HYD. 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DIG SAFE TEL. 1-888-3�14--7233 V9 S❑U T H W I C K, MA. DATE: SCALE: 1`=20` 12-11-2006 CHECKED: M.E.S. hZ :Z 11 331� s C.A.D. SHEET NO. T.J.A: 1 OF 2 P S33103S �� UO3dSHi . . , ao sCDL . BEANooL � INC. _ SURVEYORS & WESTFIELD, MASSACHUSETTS ENGINEERS - v 4: - .. Z TB { k 4 - - - - 9 r t • Iti cl C) C.B. n RIM=202.74' S TILE (NW INV.=200.04' ' n 6" TILE (SI INV.=200.01' 12" RCP INV.=199,44' C.B. " RIM=202.95' EXISTING ENTRANCE � U.POLE 86 � r cn �/ EXISTING BIT, CONC. WALK 77 - -_-- --t:_� EXISTING BIT. CONC. WALK GUY U.POLE# 1/1 U.POLE# 2./2 - iJ U.POLE# 3/3 C.B. HYD. / --_ _ - U.POLE 4 4 b.. W R1M-204.21' .Q. RIM=204.44' 1� w W - i D —204 NORTHWOOD - - STREET w DMH �. `" SMH p ---- - -�� © _ .__ - - D D RIM=204.52' RIM=204.47' SS~ SMH SS SS._ SS SMH SS RIM=204 46' s (o - - RIM=204.14' 204---- SMH a i ��'o EDGE SF PAVEMENT �� �y. G - G RIM 205.24' 1 -- OF PAVEMENT ' _ USE EXISTING .p - _ C.B. Z GAS SERVICE QUAD-14 _ _ RIM=204.21' _ G MAPLE 204 �s. ��' ----- - -205 - - - - r _ N 03'21'45" E 8" PVC INV. OUT=201.41' W 40 \+ � ' T-2G3- -20a� 1 ---- 204 - - N 03'21'45" E SUMP/DIRT=201.71'i LEGEND TIE SEWER / ? 205 t 205 159.75' 3 r INTO EXISTING ® 4 ®® ®®®®®®® ®® 05. 204 i 3 4 � C.B. p PROP. g4' 4' CONC. � � � � ' CATCH BASIN ` DMH , GRASS ® 203.4 x p 1 �• 3 204 4 x DRAINAGE MANHOLE RIM=204.29 I AREA 2 3.7 ® �O MAIN m � � 24.00' � � '~ �, � DMH O MH Z USE EXISTING A ENT. J 20 wIDE 1 ATFR SERVICE OS 3 EASEMENT CONC.GE BIT. O SANITARY SEWER MANHOLE . RIM=204.$0' y oa ® 4 no � � SMH O 1 Cn o ---- - _ _ �O _ �Q p ��y� 9) IN FAVOR OF 1 Lol3A cv �, �// '' S' HANDPROPRAIL R=4.5�' R=4.5' o PARCEL "A" r\ i HYD. Q HYDRANT V� o , N Q RAID 206.0 ROPOSED BIT. CON p �' cn 18" = WATER GATE m ® • ,�, c GRASS 4WD ryoy Co � PA R C E L B MAPLE �� ® GALS GATE 6RRASS ® Q �, ENT. 205.60 � 204.9 x co /i 9. ca J _l CONC AREA N� A ENT. 34 / (TYP.) I W LAND N/F U.POLE# 3/3 PAD 37.�9�' r 10 : r �! /� 204..2 x N ROBERT W. USCHMAN�I i �_ 0 UTILITY POLE WITH NUMBER _71 11 x ry r PROP. 2�°� o, 1 AND #138 85 0 _ 205 GRASS x05 80 LINDA M. USCHMANN 204 ---------------- U.PC LE m EXISTING CONTOUR �' 3' DIA BUSH AREA_ _-284 204 4 x MAPLE STREET SIGN 0 8' DIA 3' DIA 20s PROP. _ --�- 5' DIA ~ BUSH BUSH BUSH r __ __~ S 10' ~204 ~-J AREA ZONE LINE �I - D EXISTING DRAIN m 04 1 1'45" yy 204 ,' i �� SS EXISTING SANr[AR'Y SEWER PARCEL B o EDGE BIT. T��� PARC EL A � ,�' CONC. DRIVE J ------264 ------ _ 20.17' # _ C.B. z w EXISTING WATER MAIN RIM=204.33' n - Y C G EXISTING GAS MAIN O 1 B2,4Q' 24" 30,. X 204.60 PROPOSED SPOT GRADE 2 -`-- -� TREE OAK , MH W \ RIM=204-79' LLn _S-1-0--1-7� PROPOSED CONTOUR mm V) - 4 PROPOSED WALL PAC ' LAND N/F I N SPRINGFlELD 1176 6' HIGH\SDEE PROPOSED LIGHT POLE (SHIELDED) REALTY TRUST CONC r-1 PROPOSED HANDICAP VAN ACCESSIBLE PAD ❑ BUILDING LANDSCAPE LEGEND �j - PROPOSED BRADFORD PEAR ( 1 1/2 CALIPER ) NOTEi UNDERGROUND UTILITIES ARE SHOVN FROM r AVAILABLE UTILITY INIFOR�lATION ONLY AND WILL UNDERGROUND UNDACT U FIELD VERIFICATION.THAN MARE , 1k T PROPOSED DWARF BURNING BUSH 4' TALL UNDERGROIMD UTILITIES EXIST THAN ARE SHOWN, ( )DIB BAFL� AS WELL AS EACH UTILITY COMlPANY SHALL BE � P n c NOTIFIED TO MARK THEIR UNDERGROUND LINES AT LIwr LEAST 72 HOURS PRD-R TT] ANY EXCAVATION, 1 Po LE ® PROPOSED DWARF ALBERTA SPRUCE ( 2'-3' TALL } DIG SAFE TEL.. 1-588-344-7233 � "REGENCY" t ® = PROPOSED ENGUSH BOX WOOD ( 15'--18" TALL } f � © = PROPOSED KINGS GOLD CYPRESS ( 2 GAL POT ) ® = PROPOSED GLOBE ARBORVITAE ( 15'--18' TALL } R OM: 1.) PLACE DOUBLE GROUND BARK MULCH 3' DEEP IN ALL PLANTING BEDS. 2.) ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY ABUTTING THE PARCEL AND INCLUDING THE TREEBELT SHALL BE MAINTAINED TYPICAL PARKING AND 12' TO 14' IN A SAFE AND ATTRACTNE CONDMON BY THE OWNER OF THE PARCEL. IN HEIGHT DRIVEWAY PAVEMENT STRUCTURE - W COURSES BITUMINOUs CONCRETE: W CONCRETE BITUMINOUS BERM �` �o' 40' 60` 1, 5' TYPE I-I SURFACE WALK DETAIL CAPE COD BERM . 2' TYPE I-1 BINDER N.T-S. BUILDING 42' X 64' a 2,688 S.F. ZONED1 AS SHOWN VARIES 12' I 1 PARKING SPACE PER 200 S.F. GROSS FLOOR 14 SPACES PROPOSED o P o E D SITE 1 S S E PLAN F.G. F.G. TOP COURSE 6' 1 PARKING SPACE PER DENTIST = 1 SPACE A G A W A M M A S S A C H U S E T T S X CEMENT, C[71VC. WALK`:;-`,.` .` u 1 PARKING SPACE PER (2) EMPLOYEES 1 SPACECOMM USM FOR: 4 PROCESSED GRAVEL--2" STONE MAX. _ . PRU RAV L r , BE 4000 3S »A 3-w 16 PARKING SPACES PROVIDED �ra.'� Q �, P A L A T I U M REALTY, INC. COMPACTED GRAVEL BA ��"°° � BINDER rnuasE—r,1-- 313— II= scowrw �AN LAFA �¢ 267 HILLSIDE READ 8" BANK RUN GRAVEL- 6" MAX STONE ') O Q O p a-7%a�An I12" DIA,I L S❑UTHWICK, MA, COMPACTED GRAVEL SUB-GRADE BASE 01fft DATE: SCALE: l- =20' 12-11-2006 CHECKED: M.ES C.A.D. SHEET NO. T.J.A. 2 OF 2 - D . L . BEAN4o scHooL � INC. _ SURVEYORS & WESTFIELD, MASSACHUSETTS ENGINEERS � , i