Loading...
44-60 BOSTON STREET - CONSERVATION COMMISSION DOA- 44-60 Boston St. 310 CMR 10.99 DEP File Mo. (To be provided by DEP) Form 2 City/Torn Salam Applicant F�Ln.,.ij., Dev Coumionr+eal th of Massachusetts Date Rcqt Filed 7/9/99 Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c . 131, 540 From Salem Conservation Commissinn Issuing Authority To Kennedy Development Group Scott Schlissel (Name of Person making request) (Name of property owner) Address 500 Broadway Address 100 Endicott St. Everett, MA 02194 Danvers, MA 01923 This determination is issued and delivered as follows: ❑ by hand delivery to person making request on (date) 9u. by certified mail, return receipt requested on 7/26/99 (date) Pursuant to the authority of G.L. c.131, 540., the Commissinn has considered your request for a Determination of Applicability 'and its sup- porting-documentation, and has made the following determination (check whichever is applicable) : Location: Street Address-44-60 Boston St. Lot Number: M�—Ler zgc This Determination is positive. 1 . ❑ The area described below, which includes all/part of the area described in your request, is an Area Subject to Protection Under the Act. Therefore, any removing, filing, dredging or altering of that area requires the filing of a Notice of Intent. 2. ❑ The work described below, which includes all/part -of the work described in your request, is within an Area Subject to Protection Under the Act and will remove, fill, dredge or alter that area. Therefore, said work requires the filing of a Notice of Intent. 2-1 Effective 11/10/89 3 . ❑ The work described below, which includes all/part of the work described in your request, is within the Buffer Zone as defined in the regulations. and will alter an Area Subject to Protection Under the Act. Therefore, said work requires the filing of a Notice cf Intent. This Determination is negative: 1. ❑ The area described in your request is not an Area Subject to Protection Under the Act. 2. ® The work described in your request is within an Area Subject to Protectioi, Under the Act, but will not remove, fill, dredge, or alter that ares.. Therefore, said work does not require the filing of a Notice of Intent. * see attached conditions 3 . ❑ The work described in your request is within the Buffer Zone, as defined in the regulations, but will not alter an Area Subject to Protection Under the Act. Therefore, said work does not require the filing of a Notice of Intent. 4 . ❑ The area described in your request is Subject to Protection Under the Act, but since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Issued by Salem Conservation Commission i r i c2",ex, ex, This Oetermination must be signed by a majority of the Conservation Commission. On this 22 day of July 19 99 , before me personally appeared the above mentioned to me known to be the person described in, and who executed, the foregoing instrument, and acknowledged t33 s executed the same as his/her free act and deed. kL� STEPHEN DIBBLE Notary public N Lary Public My Commission xn_re This Determination does not relieve the applicant from complying with all other applicable federal, state or ,local statutes, ordinances, by-laws or regulations. This Determination shat( be valid for three years from the date of issuance. The applicant, the owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Environmental Protection to issue a Superseding Determination of Applicability, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal form as provided in 310 CMR 10.03(7) within ten days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. 2-2A Massachusetts Department OfEnrrironmentat Protection Bureau of Resource Protection— Wet/ands WPA Form 1 - Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Please type or _ print Beady all General Information information requested on this 1. Applicant: 2. Representative(if any): form. Kennedy P P Development Group, Inc. Geller Associates, Inc. '81ne Firm 500 Broadway Theo Kindermans Offing/1"M CVIWNmoe Everett 2310 Washington Street ckylrox MailiggAftm MA 02194 Newton Rw zW Code Cilylrown 617-387-1700 MA 02462 PIA"Abnbfr scare Zip Code 617-244-8521 FMNrmdff(ilgplipble) phm M#eba- 617-630-9593 r-MailA"M ff.NWAOble) Far Nombm(ilapp/rcable) Email Adkess�lappliabk) Determinations ❑ D.whether the area and/or work described and/or 1. As the applicant,I, request that the depicted on plan referenced below is subject to the Salem jurisdiction of any municipal wetlands protection law or bylaw of consa—wmicommision make the following determinations) (check any that MPMCtM"tpalo apply): ❑ A.whether the area depicted on plan(s)and/or map(s) 0 E.the scope of alternatives to be considered for work referenced below is an area subject to jurisdiction of the (described below)that is located in the Riverfront Area. Wetlands Protection Act. The area in question is being considered insignifi- ❑ B.whether the boundaries of resource area(s) cant to:the protection of groundwater,public or pri- indicated and depicted on plan(s)and/or map(s)referenced below are accurately delineated. vats water supply,land containing shellfish,wildlife ❑ C.whether the work described and/or depicted on plan referenced below is subject to the Wetlands Protection Act. habitat,flood control,storm damage&pollution. Project Description 1. The project location is described as follows.(Use map(s) b. Area Description(use additional paper if necessary): and/or plan(s)to identify the location of the area subject to The parcel was the site of the former Sylvania this request.) manufacturing facility which has since been a. Location: demolished. Bridge&Boston Street SbeNAddres Salem cAY/T� c. Plan and/or map reference(s)(list title and date): 15 305 Site Plan Approval Drawings AzusuasMapvar� Pa rt2ai Salem Office Development Dated 12-18-98 Rav lnroq Pana 7 of 7 Massachusetts Department OfEnvironmentaiProtection Bureau of Resource Protection— Wetlands WPA Form 1 - Request for Determination of APPli cability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Project Description (cont.) 2. The proposed work is described below. (If needed,provide 3.a. If this application is a Request for Determination of plan(s)of work.) Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the a. Work Description(use additional paper,if necessary). project. The proposed redevelopment consists of a 4-story ❑ Single family house on a lot recorded on or before office building, 1-story drug store,associated 6/1/96 parking facilities, utilities and landscaping. EJSingle family house on a lot recorded after 8/1/96 ❑ Expansion of an existing structure on lot recorded after (see 12-18-98 Site Plan Approval Drawings) 8/1/96 ❑ Project,other than a single family home or public project,where the applicant owned the lot before 8/7/96 ❑ New agriculture or aquaculture project ❑ Public project where funds were appropriated prior to 8/7/96 ❑ Project on a lot shown on an approved,definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision b. Exemptions.Identify provisions of the Wetlands Protection Act or regulations which may exempt the 0 Residential subdivision;institutional,industrial,or applicant from having to file a Notice of Intent for all or part commercial project of the described work(use additional paper,if necessary). ❑ Municipal projects ❑ District,county,state,or federal government project ❑ Project required to evaluate off-site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S.Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence(e.g.,record of date subdivision lot was recorded)supporting the classification above.Use additional paper and/or attach appropriate documents,if necessary. P., 1n/QA Pana 2 of Z I' Massachusetts Department OfEMironmenta/Protection Bureau of Resource Protection— Wet/ands — WPA Form 1 - Request for Determination of Applicability Massachusetts Wet/ands Protection Act M.G.L. c. 137, §40 Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Signatures: Request for Determination of Applicability and accompanying plans,documents,and supporting data are true and complete I also understand that notification of this Request will be placed to the best of my knowledge. in a local newspaper at my expense in accordance with Section 1 further certify that the property owner,if different from the 10.05(3)(b)(1)of the Wetlands Protection Act regulations. applicant,and the appropriate Department of Environmental Protection Regional Office(see Appendix A)were sent a complete copy of this Request(including all appropriatez40�4 documentation)simultaneously with the submittal of this Request to the conservation commission. s c a' �re Failure by the applicant to send copies in a timely manner may Theo Kindermans result in dismissal of the Request for Determination of Him Name Applicability. The name and address of the property owner: Scott J. Schlissel, Esquire NW 100 Endicott Street Mai/iigAOMM Danvers city/T x MA 01923 smre z47 cak i? v in= Pana Z of Z Cftp of 6alem, Aat arbutetto t Public Propertp (Department jBuilaing )Department One&diem green (976) 745-9595 CA 380 Peter Strout Director of Public Property Inspector of Buildings Zoning Enforcement Officer May 3, 1999 DeVeilis Associates, Inc. 2310 Washington Street Suite 320 Newton, Ma. 02462 RE: 44-60 Boston Street Dear Mr. DeVellis: Per our telephone conversation,the property located at 44-60 Boston Street is in a (Zone A)area of 100 year flood zone. Base flood elevation and hazard factors not determined. The nearest flood elevation (EL-10) recorded on the map is located approximately three quarters (3/4)of a mile the north of this property. This being the case and with my understanding that you are anticipating on finish floor elevation of being (EI 14), 1 do not anticipate to require any flood zone construction treatments or any provisions for compensatory flood storage. I will require special treatment as far as proper piles being driven and geo tett information. If this office can be of any further assistance in this or any other matter, please do not hesitate to call Sincere , Ater S ut Zoning Enforcement Officer ?W ° Conservatim Commission k)�. Salem. Massachusetts 01970 M s \ aft City of Salem Conservation Commission Will hold a public hearing for a Determination of Applicability under the Wetlands Protection Act, Massachusetts General Laws,Chapter 131, Section 40,at the request of Kennedy Development Corp, 500 Broadway,Everett,MA. The purpose of the hearing is to discuss the proposed construction at the former Osram/Sylvania site of a 24,000 SF office building and a 13,500 SF drug store,with associated site improvements at 44-60 Boston Street. This hearing will be held on Thursday,July 22,1.999 at 7:00 p.m. in the second floor conference room at One Salem Green. Mark George Chairman July 15, 1999 Please send bill to: Kennedy Development Corp 500 Broadway Everett, MA 02194 a RRCF��F July 8, 1999 NnI/A76 ac�T City of Salem Conservation Commission attn. Mr. Steve Dibble, One Salem Green Geller Associates Inc. Salem, MA 01970 Site Planning Landscape Architecture RE: Salem Office Development 44-60 Boston Street 2310 Washington street Request for Determination Filing Newton, MA 02162 617-244-8521 - Fax:617-630-9593 Gellerinc.com Dear Mr. Dibble, Geller Associates, Inc is pleased to submit a Request for Determination for the above referenced project. We respectfully ask that the project be scheduled for your next public hearing on July 22 no, 1999. Enclosed are eight copies of the fling, consisting of a drawing set and a Request for Determination Form. A copy of the filing has been sent to the Northeast regional office of DEP. The site is located on the corner of Bridge and Boston Street on the site of the former Osram/Sylvania building. The proposed project involves the construction of a 24,000 sf office building and a 13,500 sf drug store, with associated site improvements. The proposed site improvements are within the river front area associated with the North River, resulting in this filing. Currently the site is a graveled lot, across Bridge Street from the river. The North River has been channelized at this location. Please do not hesitate to contact us if you have any questions or need additional information. Thank you for your continued cooperation, Sir erey, Th . Indermans _U Project Manager 77 North Washington Street cc: DEP-regional Office Boston, MA 02114 Dave Hens,Albertsons Joe Correnti,SSD&C 361 Hanover Street Jim DeVellis, DeVellis Associates Portsmouth, NH 03801 El (.\DOCS\Osco-saMconcom.vpd Massachusetts Department ofEnvironmenta/Protection Bureau of Resource Protection- Wetlands WPA Form 1 - Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Please type or print clearly all Genera/Information information requested on this 1. Applicant: 2. Representative(if any): form. Kennedy Development Group, Inc. Geller Associates, Inc. Name Film 500 Broadway Theo Kindermans Mailing Address Contact Name Everett 2310 Washington Street City/down MailingAddiess MA 02194 Newton state Zip Code Ciry/rown 617-387-1700 MA 02462 Phone Number State Zip Code 617-244-8521 Fax Number(ifapplicable) Phone Number 617-630-9593 F-MailAddress(ifapplicable) Fax Number(if applicable) F-mail Address(if applicable) Determinations ❑ D.whether the area and/or work described and/or 1. As the applicant, I, request that the depicted on plan referenced below is subject to the jurisdiction of any municipal wetlands protection law or Salem bylaw of Conservation Commission make the following determination(s) (check any that Name ofaaurddpa0ry apply): ❑ A.whether the area depicted on plan(s)and/or map(s) 2 E.the scope of alternatives to be considered for work referenced below is an area subject tojurisdiction of the (described below)that is located in the Riverfront Area. Wetlands Protection Act. The area in question is being considered insignifi- ❑ B.whether the boundaries of resource area(s) cant to:the protection of groundwater,public or pri- indicated and depicted on plan(s)and/or map(s) referenced below are accurately delineated. vale water supply, land containing shellfish, wildlife ❑ C.whether the work described and/or depicted on plan referenced below is subject to the Wetlands Protection Act. habitat,flood control, storm damage&pollution. Project Description 1. The project location is described as follows. (Use map(s) b. Area Description(use additional paper if necessary): and/or plan(s)to identify the location of the area subject to The parcel was the site of the former Sylvania this request.) manufacturing facility which has since been a. Location: demolished. Bridge& Boston Street sbeefAddress Salem Ovrowa c. Plan and/or map reference(s) (list title and date): 15 305 Site Plan Approval Drawings AssessorsMaplPlatf Parce0totk Salem Office Development Dated 12-18-98 Pa" 1NOR Pann 1 of Z ry' Massachusetts Department ofEnvironmental Protection Bureau of Resource Protection- Wetlands WPA Form 1 - Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Project Description (cont.) 2. The proposed work is described below. (If needed,provide 3.a. If this application is a Request for Determination of plan(s)of work.) Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the a. Work Description(use additional paper,if necessary). project. The proposed redevelopment consists of a 4-story ❑ Single family house on a lot recorded on or before office building, 1-story drugstore,associated 8/1/96 EJ Single family house on a lot recorded after 8/1/96 parking facilities, utilities and landscaping. ❑ Expansion of an existing structure on lot recorded after (see 12-18-98 Site Plan Approval Drawings) 8/1/96 ❑ Project,other than a single family home or public project,where the applicant owned the lot before 8/7/96 ❑ New agriculture or aquaculture project ❑ Public project where funds were appropriated prior to 8/7/96 ❑ Project on a lot shown on an approved,definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision b. Exemptions. Identify provisions of the Wetlands Protection Act or regulations which may exempt the ✓ Residential subdivision;institutional, industrial,or applicant from having to file a Notice of Intent for all or part commercial project of the described work(use additional paper, if necessary). ❑ Municipal projects ❑ District,county,state,or federal government project ❑ Project required to evaluate off-site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S.Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence(e.g.,record of date subdivision lot was recorded)supporting the classification above. Use additional paper and/or attach appropriate documents, if necessary. Aov to/qR Pana 9 of R Massachusetts Department ofEnvironmental Protection Bureau of Resource Protection- ftdan& WPA Form 1 - Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Signatures: Request for Determination of Applicability and accompanying plans,documents,and supporting data are true and complete I also understand that notification of this Request will be placed to the best of my knowledge. in a local newspaper at my expense in accordance with Section 10.05(3)(b)(1)of the Wetlands Protection Act regulations. I further certify that the property owner, if different from the applicant,and the appropriate Department of Environmental Protection Regional Office(see Appendix A)were sent a complete copy of this Request(including all appropriate documentation)simultaneously with the submittal of this qFWaol Request to the conservation commission. signore app cent 4095 Dare Failure by the applicant to send copies in a timely manner may Theo Kindermans result in dismissal of the Request for Determination of GrinrName Applicability. The name and address of the property owner: Scott J. Schlissel, Esquire Name 100 Endicott Street MallingAddrw Danvers City/Tawn MA 01923 state Zip Code P .. in/oa Panc 2 of 2 L r,�e 0` v� ti p t �,C t i 4 cp LO f l0 J S1 1 ✓Jlb N ^ B�� � FLAN Q � DIR,[� s � � `aV S TC ROVAL Q � D �IC � /yq ' r }apr 04 p� 9M J p HO SE �e c LEDGE HIL_LpROVE C K o �6 tiA+j p�`e5ti� ;iS A CL s E T P G m L nde N .�a t rD m $t SQ $ � d, �^ �i ■ rd St a'e s d 7f wer ere ort a S HAL A om w/r HPI p Q ms �'� 7^ �0 3 o a � �v� �°o� a � `G . ° Nam HSE o ar n° oC� � d 3 3S N ^ 5�(P t • N 5EVENC Salem Office Develo ment d� Ptd N fo SALEM MARITIME MUS r ° St _ EET AND D moDrr S�t O TON T � ° 114 S GALL""OW_$ U an Y' y a� o ��° S $ p Pal e S 0) LIGHTHC /40 a 0 Sit�. m ea � s s dry SALEMMASSAC HUSETTS a` � _ o d id � trite eavi 9 �p gti vP y = °mss 60 a St St a errtag yp 1 Y sit (D CAM >Ha ock$t salt a tal�Pk Y Palmer Cove NORTH ld.6ERTR w et P DECEM 'S [ E � 1809 199no 0 C;k p/6 HILDREN'S Bert Wo l O I 1O o St h st G Chgt y ,S��i S/ HOSP SHAUGHNESS PLL' t ul oll $teac � HOSP t ^ ALEM o 1 A LOCUS Gtll/roP Npe, PHOSP olpnral 7 mAN NOT TO SCALE NORTH e H»JL, COST OF DDGRAMNC� C"I E ,"//MSTWU" C ONDT0fNS PLAN 0F1 - I LAYOUT AND MATEFIRUAL S PLAN CR - 2 CRAUNG , DDRMNAGE AND UTUTES PLAN APPLICANT Kennedy Development Group C R � � p � A�lTO �IC p � A� 500 Broadway Everett , MA 02194 CR - 4 SHE DETML S 0 ( 61 7) 387 - 1700 CR - 5 Sff E DD ETMLS H ARCHITECT AA . 1 SC� �11� M T � C� ARCHITECTURAL ELEVATIONS , Cubellis 8c Associates , Inc . A . 2 SCHEMAT �C ARC HTECTURAL ELEVATIONS 289 Devonshire Street Boston , MA 02110 ( 617) 338 - 0009 LANDSCAPE ARCHITECT Geller Associates , Inc . j 2310 Washington Street Newton , MA 02462 ( 617) 244 - 8521 CIVIL ENGINEER DeVellis Associates , Inc . 2310 Washington Street Newton , MA 02462 ( 617) 964 - 2195 N U O TRAFFIC CONSULTANT N d J.J N Bruce Campbell and Associates , Inc . 38 Chaun cy Street Boston , MA 02111 CD ( 617) 542 - 1199 T Cna o U m SURVEYOR N Welch Associates , Inc . 353 West Center Street 0 West Bridgewater, MA 02379 (508) 580 - 4696 > O 010 U n n d E N to O U O V] 3 i. I at / L z GW J SBLPEP(FD) w BASELINE PC 139+30.11 CONCRETE q'b )SIGNAL UP/ N 0 / / e x 1 _j DETAIL (TYPICAL) ` WALL COh � \ 1 � I NTS "'c IBOAT YARD 36" RCP MI-2091 S �P Je pEHH RAMP RAMP CW / t\ TRAFFIC ` mx HIGH GRASS/GRAVEL / NV 10• a ti HIGH GRASS/DEBRIS C1+ + �'" (rt�cAl) h RA1-e2 SBLPEP FD / eJ c �73. CW UA-13.14 , RIM-12.55 / BR. CONC. cw LPEP(FD) INV`A)-8.9 �;Ww((B))-8.1(12• RCP) * ( yr GW x INV(A)-4.3 WG RIM- 5.58 * LD* INN(B)-8.1(12 RCP) INV(C)-5.8 �� 8' CLT' HELD / INV(B)-9.1 NV=RCP ro<q m 3c S INV�6.3 RAMP k % % x 6 ClF x _% GATE !- 7' GATE _._// INV(C)-3.6 Q P .. � ° o" v / RM 1s.s1 CW 294.45' N39'01 '08"E -I cur voLE GRASS p� \ 11 ,22y < 1 C e > i 4. INV�10.9 t CONC. SIDEWALI( - '88/3.5' GUARDRAIL NO OTHER IOERGROUND 9 GC RIM-12.98 g 2'- _ GC B NFV cc 1CONC. ypEW, p OOq 6' CLF 1 U RIN-13.52 B B 00 0 >` 15 / ° O /J OB / PIPS VISIBLE TRAFFIC CTOR 3. 12' RCP A) INV-8.0 C NJ( P y v ,� '-1- 57(EL �e DETECTOR \ INV-9.2 O B 36' RCP --D- -- �? \ / ' 9: v + , I I �", \ 18 Ki ' D12-/ �C �S W IA _ 1__- p- 12' RCP A D C --D- A9ANOONED CAS UNE -p- �,iT A M"87278 -ODIriV O-- .-_ --3c .- -_ D CPEp(F•p \ 36' RCP �, Y-. aw o O NV C-4.9 D- INV12.6 p_ 7 OWL \ � DWL OWL PoM�243 O R 17.34 C 17 OD F O M \ a � D RIM-15.28 O -- -- -- ° ((A))-13.8 a ASEa S INV-6.3 �uT I swL J SEE NOTE 5 _ - _ GG _ \ 'I (B)-13.4 n e ,g /� S7i .Pr, o M J \ S.H.L.O. 6559 -D- �- - - ` -c- - - -�-� 1 if KIRIM- INV((C))-13.1 -r i / RIM-13.37 FULL TER ABANDONED `� S.H.L.O. #6609) # I A= .5 z MAIN BASELINE -, )-s.o 0c 4•GAS D ; a1M1, 6.3 12.53 F 1- 1 z DGE (PUBLI VARIABLE DTH) STREET INV=6.2 NO OTHER PIPES OUND U"Et57' SEWER W/24' �� )-5.0 (") 36' RCP 139 PC 139+30. =2.2 r SEWER INSIDE(RECORD) \ Q P m ' m / 2=fix cOv6 t� t ppHEo) 137 �c SEWER w/24' N39'01 '08"E D'2 138 R=306. 136 l ] 4' GAS(ABAN�_ SEWER I RECORD _ DYL 00 _ _ _ _ W j 140 I o 4 s _ , / Fp�F)• 666 135 SI 5 47.85 G +74.7 _L_c --RIM--15 S -S - - - - - - s - - - - - S - :4_- - � _ - _ -_ GG GG _ � W IV-_3 D SIZE) N �_ S -. - �.^ - 5 -_- - S m �a� n - - - _� - _ 6' WATER - N _C �8"�FTER DWL SVT_ W RIM=12.1�S R\3os �Qx �CLAy G •( WG WATER W / W W -W V7- -- a�1 _ n s A) 6' C r n WG l - G ct owl - (aE 1 - 1r �E -136+35.66; - - / G 8' SEWER 3 \ j _ 1 N7 NI I- INV-6.0 \ p C( 2JJ C 6 - / G _- G -�- B. 11 6' 3j 0 I Z'�CDRO M IS*�EEL __ -D-- :::,a- 6.89 IZ P/OF w \ ✓ 16, �I RIM-12.76 RE 8" STEEL 1!I / 6 SEWER u, / 4 (RECORD) m REGORDI •E RIM-12.17 N \ NS R �/ � ' / 1 (RECORD) 1 �L� 'S�, �.(^�( E / m -� SfANgNG WUPR JJ6/590 � __D_O RIM-12.02 O B � /�, / \ 6.89 1 Oma- _ y -JE �1 'BOT 36 / D INV-8.8 Z !__ INV(A)-8.8 / r `' 1 CG GAS `R21 AT (A� 1 04 �- -- _E _E _ C- \ W CaNDUR B I )-8.6(, ( ) 12 //yV'aB36\ 14 \ li l 1 X12 IYN�VB 3\ e ONE RAA-17 1N-7, 0 16. 6 - - UP} 591 \ l4), L J Q 0 1NN1 pl) / l' UP W/Lx,'HT OHW OHN OHW - 4HW OHW / G ° R INV-8.7 A'L'CB)�B $ R�y-1 ,? \qK\ X,6�6 ` ca CONC. SIDEWALK B GAST7,8$ 11 1L/1 11L �D 2 IMI.8.9( _ � �� • �� �• 13.0 12.4 x' LP 9 T Ol,` e G Y \ / 14.1 u. 13.6 N 09'55"E 13.6 i s' cLF-/ 355.25 ," 12. A, x- xE , uP w/ucHr f 18.87 1, 7L 11. c c X 5' WRWGFfT 6• CAST IRON p GUARD RAIL P 669 �J x' MN-1(SET) (p UN 106 / \Ry C� / TE \ �, 13.3 12.8 ) 12.7 x & UG R G 12.RECORD c+J BARBED WIRE h ap / 77••N I / 6' CLF W/x 12.7 B I \ fi -t4 IRON FENCE SAL) t w J EL-12.07 x` Y �ECTRIC 4 O• / r, RAMP / L=147 30.13' 1J.3 (FALLING DOWN) 13.0% B i / \ X12.5�� 12. GW CONNECTION W / x 13.8 HK,Y1 GRASS/WfEDS / \ / v 12.54 12.7878 12.74782.2 1 V 2 �Wr' r 12.3188 12.1988IM-11.72 12.1768 12.0388 UP 592 W LIGHT $ $ �) / 1 s �� , / n R=35.00 I / aci -tom / I U SOHCH FULL OF STAN DING GVE N� \\\ Dh \ \ Wj \ • ' " d• - '�6' TCH BASIN LOCATED "J }`- D=49 19 30 CRASS/GRAyd �� IN DECEMBER OF 1996 \ VOLTAGE c\ UP }589iT1 / NOT FOUND ON UST SURVEY c EHH r » , AREA W/CONWIT s� "� \ CH=N14'30 10 E 2{9.21 ` i I \ 130 GATE WATER ES FOUND L=127.20' s'c + \\ \ \ ip 13_ �� IN AUGUST OF '1998) l X o m NO PIPES FOUND CW \ RAMP .// I I / 12.5 \ R=268.68' \ 1( MONRORING WELL ° / a / a' CLF X ELEV.-12.51 D=27'07'30" O \ 16.03 x \ \ 13.8,E B �C O�F x 12.5 STANDING WATER � 12.8 12.5 x ^ " ' k \ \ 12' RCP y \ 15.8 N10 09 35"� RIM�13ss ti x 1z.7 RIM-12.86 oI / CH=N52'43 40 E 126.01 6' HIGH lA INV-72 \ x 12.4 x 12.8 F '4 \ \\ \ 4� �C .INV-6.6(36" RCP) RN=1°.8 \ \ PRESSURE G45 a1w CO / II a \ N r 20.49 13.4 I z 12.4 C W B 6` <B INV=12.31) BITUMICONCNOUS / \ UNE k\\ kK \ \\ \ \ � , �N y x \ ` J 12.3 x 12.8 x x 12.7 m INN-10.9(83 z 12.6 \ /-/ \ ' 6 •. Ohly \ \\ \ ° �o GC \ 4'. / / I 14.3 x / / f 1W BIT. 4.3 "1113.0 c / 13.1 N GONC. � \ 7 �T 11,,s1 �1 x 14.0 \\ >I �3 1,;-,-Ir \ 3� \ lM,.<e z>e 1� 6124' APPLE I 12.4 x o \ / ff ff �$4 � \\ \ � �I(4)�e I \ RIM-14 / 0 pETn / / \ f 9 \ INV-12. 6' S7EEL) I / GENC. I I DWELL PRO ECT BENCHMARK C s\ T.O.P.-13.7(CLOSEO ItCP s1 ' x 12.3 RAILROAD SP!�E SET IN GUY POLE uv 593 \ o Kc 11.E \ / / - I \ \ 12.8 x STANDNG WATER / ! ELEVATION=14.08(61TY OF SALEM) w�ucHr 1 �� o \ O mm 15 4 \ - -` I / \ �I �=o:4(A) % /�1� GCTE ?9 48 4 G \ \ °n O x I / INV-11.3(8) I• Rr \ O °' a0 j " \ - x 12.4 / u 12.88 / 13.3 x 0.n 2? OyB, \ \h / RIM-13.49 x Hq j I x 12.5 / 4' OF STANDING / VC 12.38 / �� 7� SEWER MANHOLE O 4(F. 5 32 Z u•. APPROXIMATE LOCATION ATER /o-.. -A-- \ ` COVIItED(PW0/SSTEEL D) \ OF BRICK CULVERT \ / z 12.7 / 13.4 x ( 12.56 13.0 x F�� - \ �ABANDOSNED) / 12' STEEL �\\ � �f� \ •�,� (TAKEN FROM RECORD) 1 x 13.14 / \�O x 13.5 \\ NAI L(FD) / /A1,M�1 l 1 STORY BRICK \ °a� r y �/1a�p ma 115.0 I 13.4 (. ` x 12.6 \ MN �r� Q \ / / \\ �1y1�f�9 \ ---13- / 13.0 I o \� g> 15. �� p \ I, 'B P _ "� 13 x 12.9 I Yi \ VISIBLE EDGE OF UP \ DIRT/GRAVEL z 13.3 1 0 CONCRETE N \. •� / C\ /} s. ff fe AND DEBRIS STANDING WATER \ BROKEN BR. CONC. O j (f•} \CONDUfi \ \ 'S PROJECT BEPY,CHMARK B : o- 1 5/ 305 2.7 x I RIM: PROJECT / 4 r x 15.3 / ^' 1p \ i�N ii:a e B \ RECORD RAILROAD RAILROAD SPIKE SET N.UTILITY POLE #4 94 LOCATION O \ ( ELEVATION=16.77(CITY OF -ALEM) Z » » gFF9 \ OWELL m x 13.5 \ ,4'7$)®>\B, \ \ 9 x 13,8 " LOT T 2A " C / x 13.4 yl \ GRAVEL/DEBRIS ^'% \ /���)a j \0 cA++c \ (SEE NOTE #8) 3.6 mfps l k\ va \ x 14.6 x 14.1 '14 \ 0 J. •poi 'd 1 ,A n1. w� \ 0' z 13.9 o GG \ tj0 ,�'b / +dl \ ��\ `h\ f \ \ ��D _ - - APPROXIMATE FLOOD ZONE LINE \ (SEE NOTE #2) BR. CONIC. / / q\ So ° \ ,� 13.4 GRAVEL/DEBRIS \ NO V+\ •\ \\ �O w -LO x 15.7 \ \ \ 0- \ '__l \ GATE \ \ y�OUNSTRUCTURE 14.4 DWELL '4.3 �... -,') 13.93 - / L 0 T 1 A / _ _ \ -- o° � i O �"C' \o• a,\\ 16 x 15.5 x 14.6 STANDING NSA / �� �--- - 14 RIM-14.01 S \ wG 1' OF GRF15E/SLUDGE _�. ,- INV-11.0 1p N/F ` \O FLOAnNK; OH SURFACE SALEM SWAN 15.05 '✓ �s� \ � REALTY LCC LEGEND 15/320 °WELL �� 0y� \ \ ` \ \ \ x 14.71 BR. CONC. NO STRUCTURE BK. 13924 PG. 560 1p TREE WELL EP MN-29(SET) • \ AB • ASPHALT BERM (TYPICAL) \7 EL-14'62 BIT CONC • • • • • • • • • BITUMINOUS CONCRETE _ BB • • BOTTOM OF BERM \ O 8) \ \ \\ a z 16.4 6 GG UNNNKn�Nn°" \ d !'i s �0 3 OAK Eo) �o Ac$E x 15.0 15. ` ` FP \ BC BOTTOM OF BOTTOM OF WALE \\ P AeM'°°"""` x ` DETAIL ow�ELL tr, / DWELL I 0D©® . . . . . . . . . . . . . CATCH BASIN •w \ g -1538 15.75 a1T. CONIC. \ x 14.55 CONC. NTS 5 VISIBLE EDGE X6.2 i � 1- - NV-135 Q / . . . . . . • . . . x� � L6 0. BOT• •BOTTOM OF STRUCTURE r n o OF PAVEMENT / + STANDNG WATER \ CONC CONCRETE TREE WELL w� I v` o \ \ \ owG 1 PK 2(Fo) 1` �6' 4p1 \ CLF• • CHAIN LINK FENCE p_ \ 1 V) 6' CLF 15.55 }� ,53� -15.51Q x 15.77 O / G 0wELL6.6e SECTION Ig Sseo'� ONCRETE CURB REBAR(FD) / CPD. . . . . . CCONCRETE PAD Tc 1s. PROPERTY V s 15.34 CORNER GATE se >� CW . . . . . . . . . . . . . . . . . . . . CROSSWALK / >�1 x 1s.z 'o \ OD . . . . . . . . . . . . . . . . . . DRAIN MANHOLE 41 ,6 ° Oc z 188 p 16.24 • - " x 1s.n 545'1230"W DWL' ' ' ' ' ' •DASHED WHITE LINE(PAINTED) x m�� �34 08 25 W , \ DYL • •DOUBLE YELLOW LINE(PAINTED) 1 ,7 �. 56. 5' s' CLF WITH ©` 71.09 x u.90 /14\ <v SORA OO _co�ne \ \' 41 '� 18.9 .' x 17.2 SEE NOTE #4 off____ BARBED WARE 1 \ ASSORTED / `'/ QE ELECTRIC MANHOLE c g �K ` c y` /' SAPLINGS \ a.. EP • EDGE OF PAVEMENT 1 Nc• y Sqr. 17.7 `FlRE Box ® / I ) �g / E . ALONG CLF O / V/ p / ❑ GG . . . . . . . . . . . . . . . . . . . .GAS GATE CO GrC N $ °° x ns iFLAc POLE nsaTe 1zuTe 16.69 - 18. 62TB �s. \ SEE NOTE 47) 1c �j �o/"? GC . . . . . . . . . . . . . . . . . . .GRANITE CURB 8�O n P �� TREE W L ON CONC. BASE 174 x t7. 16.6188 18. �� ,5.91@8 90 �\ ,x c'Ej (TYPICAL) (FALLING WALL - ` ee�� 1s.z3TB PK(FD) \ RIM-1413 owELL / GW . . . . . . . . . . . . . . . . . . . . . .GUY WIRE F r•a .18 (FAWNI APART) �. 16.6686 > 858'23'00"Vd INN112.3 MN 7 �" ` - r18. �PA STONE I ( D) \ 64.57 v�/ . . . . . . . . . . . . . . . . . . . . .HYDRANT REBAR G M` j 3 \ `, i n A -16- •,Z"TREES u.\ ❑ LCB 19'08'25"W o EDGING s• TREE s_ Btg� BOX 110.13' x 1a.5 "cALI, lssx o . . . . . . . . . . . . . . . . . . oW PLANTED AREA \ LIGHT CONGHOTLPOLE ` JS++1<.v►� W W \ 93 \ \ n L 36' ntEE H T/Y I '` \ PA �/ 16` / \ FV . . . . . . . . . . . . . . . . .NO FLOW VISIBLE ! `F 7 ' PICKET 18.9,Jf1 i CRASS ¢TI �`7 15• TREE 4`"�'B88rBBBB ` 6bll�� r{/ 6 � ,�%W6 \ \ ° \ m \ ia,6 ��19� �B' FENCE x 19.7 C 1^ x 17.5 '"'I ` �' _ 4.9 E EP / / DWELL . .OBSERVATION WELL STEP x e 200 �' ' ��° "ues \ \ \ 1 STORY BRICK OHW• • •OVERHEAD WIRES ,8.03 S'WL \ • O x o' x 19.9 s 4r ASSORTED AND METAL BUILDING \ ! \/ u - 19 a J2o.4 ry ,-70` w �0.1 DIRT/FILL 4 / 25/61 \ - tj \ x-15.7 / SAPLINGS REBAR(FD)\ \ / PA . . . . . . . . . . . . . . . . . . . PLANTED AREA S W Q�4 \Fj� w 1 4 w `,2 a�T rx 19.1 _ ( ��1 h STEPS 20.0 x / 17.4 x I g - x 15.9 / \ cRAss ALONG CLF 14 , ` _ ` / RRTIE• . . . . . . . . . . . . . . • • . RAILROAD TIE .�1 l� E7 \ WGo 1 / \ n'�•Q --(Y 'i9s HAVLG x 21 7 N z0.o7 19s5 'S ! ,r TR • ! NO 31 7 39 W�(V-1 / \ O . O'�1� Y I mr BR. 19.9 EP 17.37 O GRASS _ O d \ 0 \ ROCK SLOPE / �. . . . . . . . . . . . . . . . . . . . . . . . . SIGN Y 15• 4c F' m c coNO. c &r. \ 14P NUMBER 4 �, E ` • SEWER MANHOLE P O UBj,IC N N CONC N/F 704 25/62 SWL SINGLE WHITE LINE ASS LOT NUMBER O ��1$ \ . . . . . . . . . . . Pp \, ' o F 1 STORY I RITA MARKUNAS h \ QT TELEPHONE MANHOLE l T o BRICK I 3 STORY BK. 13922 PG. 594 N/F )\ts -,91 0/Vf 3.5' WOOD/ / \ TB • • • • • • • • • • • • • • • • • • • TOP OF BERM IRON ROD(FD) o I 0tiw WOOD BRIAN M. AND wooD sHEo 25/ \ / Il/ (BPD WIRE FENCE \ • • • , . • , • • . . . , • • , HELD FOR LINE N0. 194 I I _ 'o PHYLLIS M. CONNELLY TC TOP OF CURB \ �> Ssj GaE°r"�AlwnE'Ec WALL TCFL ' TOP OF CURB(FLUSH) �OF BOSTON STREET \ \ p y 25/59 I r BK. 5580 PG. 342 N/F '__1 / �� _ 25/64 t8_ 0 5 SEE NOTE #4 E �" 1n 0 25 60 I I -WVDD 3'1v . • • TRAFFIC SIGNAL W ' o.w � . F / SHARON M. SULLIVAIAA�tg= /S N/F --20 BORDER o N/ I BK. 8667 PG. 175 ' 30� is'Asnv TW • TOP OF WALL m o t L Z o PHILIP H. BERUBE N/F �SC'8T•f G. AND caAss s> 3 STORY �n 0 a o o m s BK. 9963 PG. 534 WILLIAM R. MARCHAND j MOIRA MCGILL $57'23'56' W GARDEN/ - TWFL• TOP OF WALL(FLUSH) s a Z 0tiw �\ a j -am. • • • • ' UTILITY FLOW BRICK �� oo r^ 13573 PG. 335 BK. 7171 PG. 35770.58 2 STORY •UTILITY POLE WOOD 2 LBOx / GRAVEL DRIVEWAY 2t_ GRASS O WG WATER GATE NOTES : •p w - °" °P° I NO. 180A \ t ^' \ PEDESTAL 3 WOODY 3 STORY CONC. t.Z�IK* BORDER 1 . CIRCLED LOT NUMBERS REFER TO CITY OF SALEM ASSESSOR'S MAP NUMBER 15 AND 25. I j* �� f • NO• 192 NO. 188 GBLOCK ARAGE \� 25/65 �s P" 2. PARCEL IS LOCATED ENTIRELY WITHIN FLOOD ZONES C AND A AS DELINEATED ON F.E.M.A J/�"" �; �m�o `J FLOOD INSURANCE RATE MAP FOR COMMUNITY NO. 250102 PANEL NO. 00016 WITH AN o�N NO. 186 / / BRENDA A. 219 BENCHMARK: EFFECTIVE DATE OF AUGUST 5 1985. THE LOCATION OF FLOOD ZONES SHOWN ON THIS BK. 6870 PG. 219 RM 6 FILED "X" ON BOLT OF FIRE HYDRANT, \ � 2000 FT. EAST ALONG BOSTON STREET PLAN WAS SCALED FROM F.E.M.A. MAPS(SCALE 1 "=500'). ° PARCEL DATA FROM PEABODY-SALEM LINE, 800 FT. WEST OF THE INTERSECTION OF BOSTON STREET AND ROUTE 107. 3. UNDERGROUND UTILITY LOCATIONS AS SHOWN HEREON ARE TAKEN FROM AVAILABLE ASSESSOR'S MAP ELEVATION=41 .58(NGVD 1929) RECORD AND FIELD INFORMATION AND ARE APPROXIMATE ONLY. CONTACT DIG-SAFE BEFORE NO. 15 LOT NO. 305 =45.94(CITY OF SALEM) PLANNING ANY CONSTRUCTION. OWNER: **THE ELEVATION DATUM OF THIS PLAN IS THE UTILITY LEGEND N/F ZONING DATA CITY OF SALEM 4. SEE ALTA/AGSM LAND TITLE SURVEY PREPARED BY WELCH ASSOCIATES FOR SYLVANIA ELECTRIC ENCROACHMENTS AND OTHER LEGAL ISSUES AFFECTING THIS SITE. PRODUCTS, INC. _ ZONING DISTRICT: SEWER - - - _ S_ - - - BUSINESS PARK THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY CERTIFIES THAT DEED REFERENCE: 5. NO LAYOUT COULD BE FOUND FOR THE SOUTHERLY LINE OF BRIDGE STREET. AVAILABLE DEVELOPMENT THIS SURVEY HAS BEEN PREPARED FROM AN ON-THE-GROUND INSTRUMENT Book 4541 Page 17s WELCH ASSOCIATES EXISTING CONDITIONS SURVEY RECORD DATA AND FIELD EVIDENCE WAS USED TO DELINEATE SAID STREETLINE AS SHOWN DRAIN - - - - - - - D- - - - _ _ _ (BPD). SURVEY, AND ALL PHYSICAL FEATURES SHOWN HEREON HAVE BEEN LOCATED HEREON. PLAN REFERENCES: USING ACCEPTABLE ACCURACY STANDARDS. LAND SURVEYORS MINIMUM REQUIREMENTS: PLAN REFERENCES BRIDGE STREET/BOSTON STREET WATER - W - DEED BOOK PAGE AREA: 40,000 S.F.* 353 West Center Street 6. SUBJECT PARCEL MAY BE FILLED TIDAL LAND, AND MAY BE SUBJECT TO RIGHTS OF THE 4783 329 LOT WIDTH: 150' �"0FM''Ss4o West Bridgewater, MA 02379 SALEM, MASSACHUSETTS PUBLIC. A CHAPTER 91 LICENSE MAY BE REQUIRED FOR THIS LAND. GAS - - _ G_ - - 3314 498 DEED BOOK PAGE (508) 580-4696 FAX. (508) 580-4982 ESSEX COUNTY 2902 505 MINIMUM SETBACKS: 4554 350 FRONT: 50' 6266 �15 � j,2 , ( �1 / �j �� PAMELA�cH 7. THE LAND BETWEEN THE EXISTING LINES OF TITLE AND THE CHAIN LINK FENCE 2384 543 DATE No. T� ELECTRIC - - - E- - - PLAN BOOK PLAN SIDE: 30' Prepared for: (APPARENTLY BELONGING TO SUBJECT PARCEL), MAY BE SUBJECT TO AN ADVERSE REAR: 50' 4710 389 /� "Eo 6�EpE° 20 0 20 40 POSSESSION CLAIM BY CURRENT OWNERS OF SUBJECT PARCEL. 50 21 -B PLAN 807 OF 1959 W I Ise GELLER ASSOCIATES, INC. 11 TELEPHONE - - T- - PLAN 114 OF 1933 .J AREA: 3.190 ACRES MAX. HEIGHT: 50' 8. LAND SHOWN HEREON AS LOT 2A IS SHOWN ON PLAN RECORDED AT THE ESSEX COUNTY PAMELA M. WELCH REGISTRATION NUMBER 36129 REGISTRY OF DEEDS, SOUTH DISTRICT, IN BOOK 13924 PAGE 560. *SEE SALEM ZONING FOR MORE INFORMATION SCALE: 1"=20' ACAD FILE: 5980805E C.A.D.: H.N. DATE: SEPTEMBER 22, 1998 LL L _ ' _. I' G_ -FT : . I �TrR�F.toR >J__��.,n— �I A .c �L �ALa FR >�,S E�r� L,TT, 7T ��- - ]; P� LAYOUT AND MATERIALS NOTES �s G l 5 �+AY.r - D Q2 6(2 1' ,, -- UOT '"tAY Rliw ! N7 1J LOT ti ''. ____..__ n -_._ --.___-.. I I i I-- PROPOSED LEGEND 6 Go-a.7 EI7UIUNWS vNtfiETE i ! - .L.:>- .t,_nt- L�.+ �n - : I�A rr i�: rvr': '01 - _ - _ "206 t r 1 . TOPOGRAPHIC PLAN OF LAND IN SALEM, MASSACHUSETTS, PREPARED u 3 .7 'TC- ' 2384 54., h N :I GI FIO,TT')M OF SFRIKJORf N7c R n71G 353 BY WELCH ASSOCIATES OF WEST BRIDGEWATER 1 "iF CFwr .Ru rlPx, �I fiVANIA f GT: 1 __ _ ,. __ - - — PIAN 8C7 OF 1<, 52 MAS DATED SEPTEMBER 2 1998 20 LIGHT POLE (SINGLE) E-ROLJCI ''JO ccs cQNCRer£ ! Y-`_ _ - —` - F!nN ! 14 G'f t93, S., 2, iC7 �' � o c co JOE E r RG I , ' }�a�,4301K 1 : DEED RE tR=Nc - 2. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH ' C7 GRA'. MANHO E I ; I 6o '< 4 41 Poge c F ;,WNE -.-.- - -r I ON AND OFF SITE, THE CONTRACTOR SHALL NOTIFY � 20' LIGHT POLE (DOUBLE) p 1 � N ,r,- UOLEQ LLOWHIAE! F -- - ._. __ < �� XTS1T ..?•S'§ IF- - NR r f,l --I SIT ` `^t7hUHXE)K c"tME0.s�P-iupu I'i PARCEL E DA�I,7.,� C 4 5 , MER . CE GRADING AND UTILITY NOTES �' 1 I de. 9DTTOM 0• BERit - - ._\, V( v,. i; bas_ 275 I I ' j PRO h 1 FC . . . .yaTT°iR C- (,UNI ...._ ..-..... ........... C.al>t _____-_.-__.__0_.-. .. __ !, 6^66 f rC rTw' � , - � RorrOM OF wow. I OWNER. ?�t3 ,;1 1 1 1 . TOPOGRAPHIC PLAN OF LAND IN SALEM, MASSACHUSETTS, 8. BITUMINOUS CONCRETE ELEVATIONS AT CATCH BASINS TO BE 1/4 INCH ria EJTTOM OF 5-AWTIAC ; N` R i �/ 1� 659 PREPARED BY WELCH ASSOCIATES, LAND SURVEYORS, OF WEST ABOVE RIM ELEVATION SHOWN FOR CATCHBASIN. LEGEND ar -whir u'44 FENCE >2 AN tj` r :C i : ° r,- - - _ �:_AN 807 UP io5a BRIDGEWATER, MA, DATED SEPTEMBER 22, 1997. i �' N COt aCRt.f : PRODUCTS,)DJCT.� INC". ., - - - - . "r' ' i ce ' CGNO7EFE CLR,L I `; --- ---",- -.-.-.. I�! CAN t 7 9. CONTRACTOR TO ADJUST UTILITY ELEMENT MEANT TO BE FLUSH WITH I ! ■ CB 0 A `'PD u'"CNErE PAL) ' aEEO GEr EVLe' ,£C-R'C - - ' -t- - - - ! - 2. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH GRADE (CLEAN-OUTS, UTILITY MANHOLES, CATCHBASINS, INLETS, ETC) ' i PROPOSED CATCHBASIN t.7 nV4 E o C-`W CRC SWA:h .. I fi Cp) aNArt1 VINNHOLE I Book 4541 page ��F,K„E _. _.. i ON AND OF THE SITE, THE CONTRACTOR SHALL NOTIFY DIGSAFE AND THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER I l• �7 Dr- fsrEn wnrF NEFNNTEDI BE PROVIDED WITH A DIGSAFE NUMBER INDICATING THAT ALL EXISTING SPECIFICALLY NOTED ON PLANS OR NOT. It tt DMH - DrL YF_'.a;w Ih ANro' f - ----"'- -- --- t PROPOSED DRAIN MANHOLE ZE,ECTFIr MAN1,4E I ti �EF•FcNCCSr - UTILITIES HAVE BEEN LOCATED AND MARKED. inc EpGE FGA1FAIEN I _ C' BC.Q F'AQ1 I 10. OWNER'S REPRESENTATIVE TO APPROVE LAYOUT OF ALL DRAINAGE PROJECT BENCHMARK "C": " d 00_cc VA CANE O } ;r. " vl=A9 cul+s• 4'80 S29 I 3. WHERE PROPOSED GRADES MEET EXISTING GRADES CONTRACTOR SHALL STRUCTURES PRIOR TO INSTALLATION. 1 O SMH p" '3 ("IV . . uY w t s,a 4.98 RAILROAD SPIKE SET IN GUY POLE ca q rDPMiT ,2 SCyC, +, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING 'i�} PROPOSED SEWER MANHOLE 0 r_re ur- xmc sDr I / AND NEW WORK. PONDING AT TRANSITION AREAS WILL NOT BE ALLOWED. ELEVATION=14.08(CITY OF SALEM) t\; M r i5 4 ;5u 11 . ALL SEWER, STORM DRAINAGE, AND WATER CONNECTIONS SHALL BE r, lsl� G �' LaT Pas i I / AS PER CITY OF SALEM STANDARDS. �' N D N,+ - .Nu LOW u57Fx.r. iE . aI i nvi;r Iry �' }; CLEANOUT :. 77m1ELL . Des r TOM WE II ,.r, , 3 LIP 4s ' 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL i}' CO114 0Hw . ItffRi ai; wuaes / ,: •%- w,;l.x, } BUILDING FOUNDATIONS, STRUCTURES AND PLANTING BEDS. 12. SCREENED IMAGES SHOW EXISTING CONDITIONS. WHERE EXISTING ll\ V PA "`QAE" E '--- '? h 's -: f - �l "`''6ET y CONDITIONS LIE 'UNDER OR ARE IMPINGED UPON BY PROPOSED ;i t; p P.LV (POST INDICATION VALVE) PR,IE . NA7L _& TIE I ' L- - ''ji . .T,imm. _1i0LF _-___ -__ _ _ __ / I / i ; .I.V� �I. . ��; I % t , 5. MAXIMUM SLOPE IN DISTURBED AREAS SHALL NOT EXCEED 3:1 , UNLESS BUILDINGS AND\OR SITE ELEMENTS, THE EXISTING CONDITION WILL BE =� ' % sw: slH r wta,E UNE / i;;W '' OTHERWISE NOTED. REMOVED, ABANDDONED AND�OR CAPPED OR DEMOLISHED AS �%'%' •�� }� oR0 ROOF DRAIN C7 TELEPHOME ANtH•O1,E 1 ,/''f/ / i t REQUIRED. •?J J `• <1. � '` { ::: 1Lt TOP V BLtN / / SBLPEP FD //� � \ TC or WRE< f 3v w 1 { ) 6. ENSURE ALL EXISTING (TO REMAIN) AND PROPOSED MANHOLE COVERS Ld , • �`,, \\ G 'cry OP °° ^ar "% f _ I PROPOSED WATER GATE N 0) Tws�, Nk /� '" '',! PROPERLY IDENTIFY UTILITY SERVICED. 13. FLOOD ELEVATION FOR ZONE A 100 YEAR FLOOD ZONE HAS BEEN L;NE - : p( 7 g f?, 1 ;,\ l'\t C 0) I JIM TW TOP OF WA,\ ,�f W , ESTABLISHED AT ELEV.. 10. THIS ELEVATION WAS PROVIDED BY �'-r--- i�\ ,;\ HYD 0) n Twn TOP OF WALLyF:USH) I ,_. qW / I� 7, NOTIFY R IN A LETTER DATED 1' ' ¢ FIRE HYDRANT l CONTRACTOR SHALL VERIFY EXISTING GRADES AND N THE CITY OF SALEM ZONING ENFORCEMENT OFFICE III 0 ~" VI �'?'? CONcaE' !O c N o " " L�^ PArF c •:GNAIL ur'M O�r i/, \ : OWNERS REPRESENTATIVE OF ANY DISCREPANCIES. MARCH 2 1997 � ? •- rD urn. P°Ir �; / s GELLER ASSOCIATES, INC. _{ j NA..,- - TTPICAO <;. O C I ,1 _,I \'?tj o < Wr NATTR GATF /,�. �' r ' ;df--, \ O ,t f , C N.-, L_ d3 r CO \ T I \"I "ALJ II 11 NTS // i\ 0 W 5 s/a aEN.- RAMP-_4 `-14 -- tin I ` _ �`��� ' � �;' . ;i' PROPOSED STORM DRAIN N _ -'a to - - } RUA'r203-- r ,, RAhd? `ri� ,' .,1•._ -�..: I S�" P.:4r rARO ��\- /- , N j 0 ... 4'V"}0• ' ' o_ i u, --, r--TNAF FIC 516 4L I, \ N. N" P.0 I Y -l. ..ENN. ' r.CAt t'JGH uii,L, /UE.RKi TRIM f:'.3'3 \ 'ir,' ..P•Ass,,.wA'!T..... 1�1 ,�/ q ris 4+x:59 U D `-•'i3. i 1'1 tf BIT. r, r, � CW , / / ••'-i,.,CW_ _ � / ( \ RM=13A Sn4:._. ' i ,,.. iJ' I \ -S LPEP{FD) ) } x/;�^) q2, o " ,t' \ S PROPOSED SANITARY SEWER o i ` -_ ( vim_. ELD Rc, ) SBLPEP FD raM.ts Rs i t ! i� n.Gul ,,� ,1, ^c N 3.6E - -+ i D®8 : a R,',9; i X O .•� P \`•,, S- ':L^ , Ittil(C.-5.A _ , - *HELD* 'M:(A)-4.3 - Q,� II If .?",m �x ':. S,•t \ : ,t / `•= .M1.9r5.; j Ahr6 -'-..-r-- - );.-_ - - ): ... - __-_-._ l__:`- _Y- -- _ - fi,-E -w,- 1_._..,_ __ i - dP!(3 -24' rtCF N C - N { __ - __ _ 1 �i -` .•.r/'Y•rsd<>' } i ',/•\ t)FA. r . . ---- - -. ..- -.x�_.... .-__ _, _-_.k.__ -- ^, ' jg8t Fl j c \ : e 'k . / ;, _k,M ' sRI .,W_ --- ----- r4v mrffi;a W PROPOSED WATER _ C is 1 x: InI z " v /:I Wo / , -= - { NC;d° 3 - h- z - °_: a - o oa `�. ? :.:,r:c. ,!:e?>.arr, - \ 294.45 1 ..8E '-{ IRAs ;'� y ' I N} .. 1 I / ti 1,- }., e / }. C1�7 . . r� % �- , GVY POLE i J � �� p_1 to IL " I I ' .,, y N.,_x. ' ' i ,6 / p't,,'?.,. J(/ '�' v , ! NG OTHER `'�' } t �, '. Ei , _ 3 I I:AI t >III , `f.i T. G / } t. G� /'� .,'-0g !` w.j' l � PIF ^s YISir?LE '7PAFFIC � N:N '.t 52 [� -' -0: ' (3.P1 ,y CC - . " i `a Ca • ".+, 3.5' •3JARDFW_ , c I I w i , .� ,o .i \ ,r ,, 1 1 J' \ , r cTtR s I INV-9.2 RCP • I x: s n =.A:` o:r S' cL G PROPOSED GAS SERVICE -0 0° 8 t: u / L I c } rl i_ 0 to I, n. , , ., .a i __ cr.i I t \ N Rv9 [pi`C- Oj __ - -J'- - -- -._ - :So-.k'..'P - - ._-_ - - - 4. M i .&; - - -__ -_ _. -` u�. RCR_ _ �'r< °<'r._ ^Yt C d. ',N.. 1,L _,rc ,n1 a, \, n _._ -- - -- --`.1 v'A;-a.D - a[, N f 1 pR 0 n - rr r �+ I -' I I jryfJ1.0 1 ,Ca , n- -.- to '<d `� > \ __---__1._.___"._ _ ._.._ D r i l .f . Ili -_ -_ -t>-_N„yP 4p "-�. J NZ... '•] N7 \ n ' /: �''gg1 , l - , 1 'S s_ ^ ; _ - D t AO.a MNED JAS L.N_ INV(BI-7.8 O:- i _ _- - _ 4�D /( I I /� wf-v.0 x'`72 rc��.ice. � } AL3 o, t y _- ; Rr,P III■ MM I rh'Ay�;a.e !. a_ _ ` r'- "r _ _: _ mv(c+p4 o m i l., E PROPOSED ELECTRIC SERVICE d I� .. I. , \ )"' _l 1 � , -, f SFV'f... > iWM^.1.,2E 1 .._"i O cr-"_ '-_.----,- ... _- _ - .._ .:... -_ _ _-"_. ..._. __ - _._ _.... -_. __.... .,,_ _... .A -.... _-•- "', ..... ...-_ -� .. ... _, ._. .)WI:_.. ..-. - -. - .__. _- - - __. ..... _. JIAJ, K±4t-t4.bS r•4"moo ■ I C:u y">.-__ 1 ` t 1 H :") . . t „ P. ^''. ' / t / -" \�.J O - : - - -_. --. -- ' . - _ ` / . `/Y °+ , ` ' " - " 34 , \i ;o'z: g.. \ I 10.. &.� C+.,-.'t 'T�"_' \ `p ._ .+ OW: tNVm4.3 O '"�• / - E -T" rtn C , I ' ./ i t` <, Na 'i- S.H.L.O. 6559 �..a I - _. _ C ;,c s'.. \ -' _.->� 4'cas ` 't )- ;' }. ; `1 A ,\oTN y z j ( - E ) -'u=t=..;; -1 \ n S.H L.O. 12 - - .✓ PROPERTY LINE �. ., I , k' ,--• --1-f-.r -- R 3 z , (PUBLIC -VARIA-BLE WIDTH) Fc/' ' r Aw+vrx; Ev , Iy11' _ ,:iRE.�-z.�: �_ _ : E:�. , I DID STREET N1 Ec' F^I Nx�;� 4 1 1 " , n ' : •1 e l 't,'/ „ _.-.. _j ,r ..: C .i£R PIPES 1.' 1 >a,^, _ . I `` / S / "c ^ \ \. '� H D \r,\A, 38 LF y, NyiA,m,,. -� ■■ ,. , tl • 1 t " ....� ` i Itr_,A:- 'p ' z '.. - , '✓ CHEe•'. _. �.i t :n pyL z ,,i-i.2 _ =eC�G jC ,d, l nj<.t' IM 3'=Sn \�\ _ _ GE r: �; ,�5 }v.L -.. _ - ,5L Rl`_:I' . N3'� 108'E 1„8 -- } �_ o _ _ j VOMME -. . ..__ - __' - __..�_,,.,!✓s ._ -- __ - '_ - n._..'-'--. >:.I.. , .__ -._-..r..,.�. _ ---_-_- -_.�_. _ ..:.. _ _ �^'"' - _" -.-...�L .3OG SEWER NSIDE�� CCGPD �� J`._,`. { ri '�\„- t. t 1 �" ;r; u.., i. /% . f '',/ _'_'. F' �= ,,. -- . - - __ - . 1 _ 0 TRANSFORMER ., . - -- 3-. tR ,)-,- -,/ „/ 11 rii_- _ _+ r 7 t c r _ >y yE.,.. 47.,x. -- - S ._ �. -- - - - - - �.-a - - j w ,. 1 _�, ___.. \- I. ^EEN+tl "- t 1 i l*. ._-- kIN^,cF,1. ,"' _>k_ -Nil°`- -- '>___ --:�)-- .. __ - - -�. . -._--. -_. . q.' '� FIG "xy,�,-.- < n 3P° / r.� ..:. Y - ._... sr r; ? r _ z: ' -_ (i (c tic, ;,C '-�._ 4`:_--_., I . i t , w __ ._._ ... -'------ -...---- (6�.' __ _ -_._..__-_- - --. -- .--- ..--- '.•-�'- s wErU.- ----- _ _._----__" _ t--_ _ - _ '{:,, ° C y'. ..__- i•... T 1 �_�--�t� ':A"' '.,/ / / .N<. 'TkYs .. a• W Y2 ---• 1.__. : - _- �`LY= s -- "''`25-•- _:,�.'� .- 'f i f3. \y�x� y' y y.. / _/._.. ' , 1.5_ . A Glx - l r. �� '•_ _T-___T1 S. �cl ice _•G_.W'f .. .$. -__'t' ._f,jY' -- _- . _. - _. _ ...____ . __ il:• A• -.ges t/ ,_yr,. -. _-,c•. _ ' A; -- - -- L - - - -... .- - - -- - - - - - - - - - -- - - . _ ..... - - - - - - - - -4 SURFACE FLOW DIRECTION -\. c ? --- - - - - - - - - - -- - - ... - - - - - _ \.r-•,, 3 IT "fix, ' +^' --- _.-.. i-. .�r _-- --�_ u� 'kG f L. z G (^ J' u, � ' "8" „E - - --Rt-- .',� A 'lu -18 lr:. ab \ 1 -^. ( - \'' ' - - - -.,� - � -..- ... _ _ kWh 'S •-5', r /Qa, $ _ __ _ _ _ A. , SN. . ]: , �...:s--. , to u1 N --.-��'-'-- 'ii" S•YItR -. vi ' _'• T F �} .-- , Lh.R. - ..._-_-)r �.•q,i' '� r1jC�i " I-.,. INJ^8'1 1 `�'�:.o: Fgt`/'` N5 • , \�; v SFVdCk" �. ",'l-..._°2^r �•o �, 4; X IZRP -.Sr.y NV:a,I:Y£iY.... ,: _tr \ .,.�-"- .''" l ^. tp .^ DC7 •.::.,. -;, 'h ` ,.1'�' �'.,c .E.,,,k,7j �' ..:fa JPS'.. .. ..=I"......- fiii.0�.__' �.:2.i8 -•rt•'CJ F'e" :> � �E.� �. � I (i�,: � \y � mcyU"'L a'<; J>;`f ^ ^.• 13.0 ,1, • ,\ .. . -^ \ 1 t ! ,r.r.ctxrc, - vwNc WATER .. /r w o - D'- . F,, SPOT GRADES \ ? .�' •8�..'' 1 O t `S °q --- --'t�.,,_ ta.� C/ PIM .,T ,8" >,Er. - ^` , �\. "^1"y. .HG ', \ i,x / e S r- _ ,::., ,., i , � _ - " ._._ 35i<A i: c 1 18) / m. JfR .l -""'i 1 x n ry _!71 4 - �; D- r,Y Pttr v.i.N G_ _ `B _ �':_ y s-, ' 4 I ., ...., / t L 2.5 u. i �/-�,.,,, ti, t 4 _ _ ._ i` _. .... __ - _ .. _ - - -. _._ - -. .._. __. _. ,, .,. U 3.ifi, 530 -I-- __ - __l __ \ 1 , ' '? A,r../ m,7. , t I1 --. .. _ _ _.. _. __ ___ _ .. .- _ __ __ _ Z t ' r•, "1" �/, iq';-� � ' _., �a.�. I. r'" R2�' 'fir , it+ �, ! .. l - - _: _.. -_ -- - -- 'I.. - - _ � _ _. '. _ _ fl sv'-./r 't i.-, _ N1f6Ja'4tj �. o... R'' .. e` `� S `•\ ^.ALC, • '•rW rF.J - . . ,�:^''7'" ..56 t __ - ."_. - - -_ :f- r _ m w A : r. ROA. _ -t\:' ;C .. _. -- ---- - _ - - __.- _ , � ,'� ._ ,- ,.w( \ _ .._. - __ _._.__ i'.:r �. .'.-_ ._. __ .:h 4 .,-c.:. 1_.._`x _ __._.. 'u^ ?L /h'-' 8, (, `"4\ %rw.,. ❑ aId' .. p ;y,• Gr n . '- :.r. .. _ /' ..._ ,_ - - _ „;h Y i k �` rc , J.Ri '�\ e .A" •� .8 \.... , ?I�' -P , N`1r. ..' s. - _. _.. ____. ._ _ - -"-- ....-. :� . .. ..i !{f Q,q /C' t ` x, r Ol llK7 _}'-- mfs.9\ 1 _.-- .����. �.��..�.�. �.��. �. �. - _-_.___ _ - - "Rf .�T E.> �' ^�"W ..7 r O % . , \\ :P yMV t / .� �.ld..._•••. ! .__ �..:� ..��s:��..� - - ,msµ �.p.. + ,.,,�. -w,.+r' .- t emo ,t ,. ""{, p'I,J \ P _ .... .. _._ .. .... "_-. . .._ _. �.�.���.rrr� ii��.._. ,rw.".� .rr. �.�r.-� ��...+.- -�i'+ \ ,/ �`" O 7 O ,. ,.�. �,.tt {IS (( \ -� „/ /' ."_. �:.r ter.. �. .�li -a<�r� �, �ri"�. '.b' , �i "',.. "s,. ( \\` \"�•.. Z O N M C e.g- Z I. 4_ f" , \ . ^ • -\S,y .. I /� i1I I? .. <'. .. •�'�I �A >=D !A O r 0 w AL1 ri "4 ~k 'fro f :_t ,1, i its✓„," x / _. _ .q ..' X ' ..u_x .V _ _ _;�::-`�„ _. ' U) t m" E IL wA r TfiY �, r ,73 .a � 1 R 122 _�..;, -....--.� ,E k. , \<r' \;'1 ,:, C J Ext ._ r ,; N - 1 rtaPfit:n rnRF i '"t7 `�..,t `. W = e �- ( ! \ ,, J - - %. _ . ._..,_'f-i MIN 1 f � y3, �„ H i ro c v,, R 13.2 \� f ,, ,I `,, \ I - 15.3 s -- "- 1,. <_ ?%t '11- pI0A5 �I .,/ \ '„l, "/ .„h % 17 .e_,;ta, to �'I. - a \, "` V ALD pc �y 15 \ c 9 \t ---`s j�t 16 ADJUST. RIM o 16 i - �� y '.r: ' 1� //..,.r~' -.\9' \\ ,etl \RAMP... 1� -� - - O � n _, EL. 14.7 : 15 r 1 ' - 8 m o -- - - - _ _ x x13.5 ! R R=268.68' am N - ` R=14.5 \, as I \I _-. d 15.4 I ! D=27°07'30„ vj Y \ n rt a . ' q Q_r'\ = \ N a )4 i CH=N52°43'40"E 126.01 ' N m `�\\ * „I \• " L I -...ltd '�\ \ A ,`r, it \ C IM. 12.L7 J 5 , s � ,\ \. x16 � CEPTOR �_ g f°t Ta \ �„'.:t 1' ?t? -.-� n' _ e M 0.s ?:Art, I ,i `\ - \..A\ W rr ,r` of t f �' \ T `\' 12„ L) O � V I\ :, i L. 'l\ \ x16.8 xr,�h RGP� ` / 5" w R=124 �, , 1 D ....rs - T. \ '„ " x 15.7 ._ L O y x 1 D I W . ". \. \ T; A , /'A i C �� 12¢ ° T c] R=128 J J. U / i\ & ,` -'x, \ \ � ID 15.3 15.5 x U „ 14.2 r-, _____l �'' :<'jV ;;\' '\ \ %\ '? \ 1� x x 15.3 i 1 x 'A W 5/321 ? / \ 11 - x T I \ ;s , ; '114 lt� �s ' rtwuA"" CC:TtGI �� _ r ,� ' - " ,,. 155 � I w 1 14 r_, LLI �r"LA Tn s'o> \.< \ \\ \ o T x 15.5 15.5x - o : �' I ­ 11lI \ �` w W .TOP,! BRICK T1O ---- u, \ \"i-< N o 0 0 - rT . (!) n . . 11 ' x 15.Sx LOT B oa Z \ N\\zee 11 n e \ \ 15 7 RIVE THR _V `. X., i \ R-15.2 D U i I , `,n,, / - ,? '�wW� \ x i 16.0 i R=13.4 � x A �� _ 13.5 �� PROJECT '�BtEN HM R'K "B" : s� '=m, 4, �' I �° �, �. 15.52 I l y o RAILROAD SPIKE SET N U ITY POLE J4 94 \ \ y 16. x '� r , z w ELEVATION=16.77(CITY OF LEM) \ \ i ' �' ` W !� Q i. a (/ c [�] C7 :. 15.5 rrr ` Of O' n \ \` \''? \\ »H x SMH I %� V11�1 m V+ - �\ . ' I 6'S `,i` \, H 1. D PROPOSED S RY { r O ,.,\ \ \ 12 ,� 10 N S l:\\ �\ \ T R=15.0 0 15.7 6" AR x 1q7 4 1 '� - ,�,` � \ �n_" \ - N RETAIL STORE 6. x s p .%�' S S co r o ° �o <, \ \ • O 75.0 , CO W i X1#:7 ["� �tA ' v '\ fl �\ \ ' R=14.4 13.600 SO. FT. TOTAL I G C 14.5 / O , �\ =- - FF CE SS/ Nq F / \a v�� . _ F.F.E. 16.0 . _ �, w/ \, \M, \ t Cl , So DING . I - 3 +J.7 ,9J: tS O r•v�J ?v \ .;l r � STOR14 . IEOOTpR► Z --' n 'Aa\, ?, \ \\ \ LIST _., x S M % s 75.0 p � v tt 11. Tp-O 'a y I� \, 4 5 /� v,,j J 1 ,:�\ HYD ww 14.5x , „, „ , OG p \ \ \ '<' 2 P.LV 3 x 14,5✓ O `` D = E.T 135 x \` G 14FT] I 11 \ ,,,, __) \�� ' , 1 R158 11 I 'O I `�®\' \ r`1 A- l\` \ a III16 18 W W III Ev i 14.$ x r' r ^ J �/ y \ `J , \, i I I `�` \� \moi • W el p �� `�- \11 I \r, %''11 11 1� r cis 1a 18 9C b "" 22 l 1 qJ J , „ f , AA \ ` \ " Vii\ x`•', Ti . .-7 _. \� _ ❑�� Vii \ l ' \s ,': .� \ h.A- ,\ >T 1 ,'t w,y "n'•(1 %' F .., .�� -' 'i '` 19 ~ �` y \'J Y i§ C) '1 R 1. • g ` S❑�C• Z'. .y,c.FN.. \ , \n ,11 }. •\ ,;\.` ✓ I �/." °'•, til ... - 76 / Y- 7 `�) G G" ; PLANTING NOTES SUGGESTED PLANT LIST 1. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH 10. PLANTING SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. NOTES ON AND OFF THE SITE, THE CONTRACTOR SHALL NOTIFY DIGSAFE AND MANURE PROPORTIONED 5 C.Y. TO 1 C.Y. OR EQUIVALENT. PEAT MOSS BE PROVIDED WITH A DIGSAFE NUMBER INDICATING THAT ALL EXISTING WITH FERTILIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. DECIDUOUS TREES FP Fraxinus pennsylvanica 'Marshall's SeedlessMarshall's Seedless Ash 3 1/2" 4 7' Branching ht. Z `o UTILITIES HAVE BEEN LOCATED AND MARKED. U 09 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT GT Gleditsia triacanthos inermis 'Moraine' Moraine Hone locust 3 1 2"-4" 7' Branchin ht. CS F o 2, CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTER MATERIALS FOR ONE (1) FULL YEAR FROM DATE OF ACCEPTANCE. LS Liuidamber st racifluo Sweet um 3 1/20-4" 7' Branchinght. C7 PLANTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. AP Acer latanoides 'Emerald Queen Emerald Queen' Nonva Ma le 3 119"-4" T Branchin ht. N 12. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE EVERGREEN TREES 3, CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL OWNER'S REPRESENTATIVE, AT THE NURSERY, AND AT THE SITE. PN Pinus ni ra Austriaca Austrian Pine 7'-8' p U a O BUILDING FOUNDATIONS, STRUCTURES, AND PLANTING BEDS. 13. ALL AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT PS Pinus strobus White Pine 8'-10' 4• MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, OTHERWISE DEVELOPED SHALL BE LOAMED AND SEEDED WITH A PP Picea pungens 'Colorado Spruce' Colorado Spruce 7'-8' o UNLESS OTHERWISE NOTED. TO Thuja occidentalis Nigra Dark American Arborvitae 7'-8' .a cMa o MINIMUM DEPTH OF 6 ' TOPSOIL FlAWERING SHRUBS 5. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN ON THIS EA Euon mus oln 'B 'Com Neige' Dw. Win ed Neige R Bush 36" B&B (s�RB Rhododendron 'Soule de Nei e' Soule de Nei a Rhod 36" B&B � • DRAWING. RP Rhododendron PJM PJM Rhody 36' B&B W 0 6, ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY SV Syrincla vulgaris 'Miss Kim' Miss Kim Lilac 30" B&B + THE AMERICAN ASSOCIATION OF NURSERYMEN. VC Viburnum carlesii Korean S ice Viburnum 36" B&B AB Azalea Blaauw s Pink Blaauw s Pink Azalea 24 B&B N m m 7, ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AD Azalea Delaware Volley White Delaware Valley White Azalea 24 B&B AS TO ORIGINAL GRADES BEFORE DIGGING. MM Pinus mu o mu o Mugo Pine 24" B&B N m O�� 8, ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. IGC Ilex labra 'Com acts' Com act Inkbe 30" 6&6 ` M TD Taxus media 'Densiformis' Dense Spreading Yew 30" B&B •U w o TMH Taxus media Hick's Yew _ Uj 'Hicksii 36" B&B N g• MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY ;d� DECOMPOSED, DARK BROWN IN COLOR AND FREE OF WOOD CHIPS GROUNDCOVERS 0 , w N THICKER THAN 1/4 INCH. EF Euon mous fortunei 'Ve etus' Bi Leaf Win tercree er 2 Pots Q JC Juni erus conferta Shore Juniper 18" B&B oL m JH Juni erus horizontalis 'Bar Harbor' Bar Harbor Juniper 18" B&B N E 3 N Assorted Annuals Flats •� o O Hemerocallis varieties Day Lilies 12 Pots 3 ° Hedera helix 'Baltica' Bolt' I 0) c 3 Q J Nzv NOTE: ALL SIZES ARE MINIMUM. r10 GG (SEE NOTE #5) )) rill1111BRIDGE (PUBLICS—H VARIABLE 9%DTH) STREET PROPOSED LEGEND ��� pp' e DECIDUOUS SHADE TREE FLOWERING TREE — — •--•-- Z ` a im p v m cz W �LA i nrtiy} TREE a m o� LAWN — — h - - :: _ Q w • ' co REEN _ u r ♦ � ° .a AU ,� • O m e ' /w. p SHRUBS w . LAWN 1�••�^^� GROUND COVER Q co m " • -1 \ ad • EXISTING TREES / \ / TO BE SAVED AND J PROTECTED W LAWN / \ EDGE OF PLANT BED V . I o . O i i I LOT A ' w O w E-4 � � O O WN L ww � >TORY B�`4CK �`� \• ^'— •• • ' •fo of OT V ° A • ' • • i DRIVE THRU :i O 0 ` 0 P', p • f f i U U LAWN mZE • o PIP z Uj M LAWN w LAWN • a PIP c9 :1o Fr ♦ A lot M M 10 • PROPOSED.- 1 STORY • LAWN yz ' • RETAIL STORE p pp • h'p SFp 0�,�/ ;1 13,600 SO,VFT. TOTAL , N ( ,y LAWN �J r a ,+ LAWN / VV t� �� . ♦ i �r , >J vo . 4 LrFT . �dRl�g r Rin�j` 4 f z c. r -A • • • 0 0 0 0 0 0 / ♦ cr, y �y s z V v- r.� ,.. - ° o 1 fln� \ ==r .` ? �y yam` In,P n` ° I ° C.� .,1 +J i( \ I al. ° Sc Y� C• ?�1 n� ??In.� n\ 7 n� �'`. -,1•! (•�' CL al• '/ Oft ,� � at \ I LAWN , n / ' / I ',n ,� 11z I \ o \ 7 In D ° _< MVV \ �j I t TORY BRICK I \l 0 AND .,ETGL BUILDING -Iren n\ ° flit) Ey 1 STORY � �n� Q- a BRICK 3 STOnY �`� ° 5 Jj�b/ i/ WOOD ,J :' a y - 00 No. 19A ��Try t r. ,/* °I t LA o �� p 3 STORYP. .. BRICK r� 2 STORY ` ��•� .��,a", •4'�.,� �, SypGHUSFTT b 3 STORY NO. 180A „ WOOD 3 STORY WOOD BLOCK NO. , 32 NO. 186 GARAGE NO186 it ISSUE: SITE PLAN APPROVAL FOR SITE PLAN APPROVAL ONLY DATE: 12/18/98 NOT FOR CONSTRUCTION DR BY: DCZ CH BY: JTG PROJECT N0: 94092.NS SHEET NO: 20 15 10 5 0 20 40 60 i 1 141 CR-3 GRAPHIC SCALE (1"=20') EXTERIOR FACE OF BUILDING 11'-0" MIN EDGE OF BITUMINOUS 6•_0" EXPANSION JOINT h CONCRETE Z ct 8'-0" O.C. 6" X 6", W1.4 x W1.4 WIRE MESH O 10" X 6" X 6' REINFORCED 4 1'-6" 10" PRECAST CONCRETE REINFORCING, 2" COVER, TYPICAL ELEVATION -- -' - FINISH FLOOR CONTROL JOINT 6 ROUND pWa N `r WHEEL STOP. SEE SITE GRADE �— PLAN FOR LOCATION UAW AA PRESSURE TREATED POSTED AND LAYOUT g3 REBAR, 2" COVER, TYPICAL FINISH GRADE GRANITE CURB p"rn a O 3/4° X 1 5/8" PICKETS 5 1/2" o 2" X 3" PRESSURE FINISHED GRADE 00 12" CONCRETE CURB 6" rn 04c`nv e TREATED RAIL 8" BITUMINOUS CONCRETE PAVING w COMPACTED GRAVEL FINISH GRADE OF ROADWAY FINISH GRADE FASTENED WITH DOWELS °° d o PRECAST CONCRETE CURB, TRANSITION IV I FROM 6" REVEAL AT TOP OF RAMP a * ' '•' ° TO 1/2" REVEAL AT END OF RAMP I I I e il 8 "�QYo`�c ° e o T�dyN ;(l V "V p °o 7!1 °o° m 0qU0 •Q 0 00 O Oe - A. 1/2 LAP - JOINT AND �� a-PV° 0 03 - o 0 4 °. ° N �� 0 o o 80° ° ° 8 0° DSECURE WITH OWELS, TYPICAL K IIII° �� °oo °o0 _o o — °� �— BEGIN WARPING PAVEMENT AT q0 ° °� ° ° °O °° 0 d B oo ° " ° " _ .a+ '� rn III — — —_—_ END OF CURB RADIUS _ _ l0 N r IIII= = I=I =IIII=1111,-IIII=IIII= o ° _ STIFF POLYMER o� ° FLUSH CURB o o ° o _ ° PROVIDE CONCRETE AT FACE ° o 1/2" REBAR, DRIVEN INTO �° ° 00 ° ° BIAXIAL GEOGRID _ ° ° o OF CURB BELOW GRADE °V c N 0 0° ° o . 1111=IIII=1111 = 1 �o° o o;; o o 1 — — — —IIII=IIII N =IIII o — FINISH GRADE BITUMINOUS CONCRETE 6" CURB °p= = 111 o° ° O w PAVEMENT. USE 2 PER 1� COMPACTED SUBGRADE =I II ° �� `�� • BIAXIAL OGEOGRID co ' d� x COMPACTED SUBGRADE CURB RADIUS NOTED ON —IIII= III=IIII=IIII= -III = — CONCRETE TO MEET PAVING Q v � WHEEL STOP, PLACE LAYOUT AND MATERIALS PLAN = _ rn cc u' in s" (MIN) FROM END. _ =IIII- =111111 =IIII=IIII— I I n� CURB STONE = COMPACTED SUBGRADE to rnm N COMPACTED GRAVEL BASE — -IIII;—I1 s A WIDTH VARIES--SEE LAYOUT AND COMPACTED GRAVEL BASE •O ° o PLAN VIEW MATERIALS PLAN > a 3 o LJ z G) c 0, Q ° M N J NZrl in .. o❑ 11❑ WOOD FENCE- ELEVATION �® PRECAST CONCRETE WHEEL STOP °�� CURB CUT AND RAMP - TYPE A �� INTEGRAL CONCRETE CURB AT BUILDING 8 VERTICAL GRANITE CURB r14rl SCALE 3/4' = 1'-0" N.T.S. 1/4"=1'-0" c osco 1" = 1'-0" c cwwR 1" = 1'-0" NOTE PROVIDE HEAVY BROOM FINISH PROVIDE LIGHT BROOM FINISH ON RAMP AND SIDE SLOPES PERPENDICULAR TO THE TRAFFIC 1X6 WOOD RAKE PERPENDICULAR TO FLOW OF G m e �J3 REBAR, 2" COVER, TYPICAL FLOW UNLESS OTHERWISE NOTED Z ` N o0 `a 12'-0" TRAFFIC CONTROL JOINT FILLER.XPRECESS FANSION ILLER V1/2".TH PRPROVIDEED CO e UJ ., o WE STANDING SEAM 6" X 6', W1.4 x W1.4 WIRE MESH JOINTS AT 30' ON CENTER MAX. UNLESS NOTED. f.. COPPER ROOFING REINFORCING, 2" COVER, TYPICAL PROVIDE EXPANSION JOINT WHERE PAVEMENT a e r e °CNV G TRANSITION 6° ABUTS STRUCTURES, VERTICAL SURFACES, V m CURB CONCRETE PAVEMENT 1"R AND AS NOTED. SEAL ALL EXPANSION JOINTS p • C ., FINISH GRADE WITH APPROVED WATERPROOF SEALANT ca C o i RESERVED RESERVED �. co /1 a•, .o.. ,•fl, MATERIAL VARIES, SEE TOOLED CONTROL JOINT 1/4 TIMES THE DEPTH a co o P IRKING PARKING f. 12 r _, .; —1X8 WOOD TRIM—_'k—____ E— a°. LAYOUT AND MATERIALS PLAN OF THE SLAB WITH 2" WIDE SMOOTH STRIP ON r CO 1X4 WOOD 6=p• c g ° 04 � EACH SIDE. LAYOUT AS INDICATED ON PLAN. °d 0. CONCRETE PAVEMENT CORNER BOARD 3=p^ os o y o ° ° 0 0 � -W r : M –" — If– B B FACE OF CURB /N W L S.Y. °°o� o o a ° 0 4` G P•• v • :o• . CENTER OF SLAB - CHANNEL LETTERS m 00 `b' o° ° n ° , o o g n #4 REBAR, 12" O.C., BIAXIAL IN -'� VAN 5-0 2-9"t 6.3 (J b o 0 COMPACTED ROADWAY 6 -O 2'-0'1 7.2 — �° 0�".:. , :. '. GRAVEL BASE ody o ° ° o 7 1/2 0 ° ` ACC ES I B LE 7-0 -3 t 8.0 III-IIII— a °o `;:• o '°^ 0 ° o ° °0°0� o °� ° �� DENSE GRADED CRUSHED STONE (BASE COURSE) V 3 1/2" 8-0 0-Ot 8.1 IIII o Qo : •.•'Li. e:.n 0 00000 0 " „ „ „ NOTE: 0 0 0 _ o STIFF POLYMER ° col - 12 X18 12 x18 =111 0 ° oo°00-p0. ,0 = I =IIII=11 BIAXIAL GEOGRID o o° o ° 0X00 o 0 r 1. DIMENSIONS SHOWN AT EDGE OF ROAD ARE FIXED. ILII g 0 0 O IIII_ I-IIII d ° ° GRAVEL BORROW (SUB-BASE COURSE) r GROUND FACE oo o o °a 0° 0e 1b o =_1111 0 00 a o o e ° o _8 _ — �— STIFF POLYMER r 94 ARCHITECTURAL MASONRY IIII=_ I = I I =I =1 I =III= _ _ — BIAXIAL GEOGRID o Kms= _� 2. RAMP CROSS SECTION TO BE THE SAME AS ADJACENT SIDEWALK; COMPACTED SUBGRADE EE Tt7i _ 12 -7" CONDUIT FOR SIGN POWER I.E. DEPTH OF SURFACE AND FOUNDATION. ILII IIII„III =IIII=IIII IIII= IIII=IIII-IIII•=I 11- -1III��i w E...� 3. DIMENSIONS ARE SUBJECT To CHANGE IN FIELD. ALL SLOPES AND 8 10" MIN. COMPACTED SUBGRADE --------------------------------------j DIMENSIONS TO COMPLY WITH A.D.A. REQUIREMENTS. Z W ww W w oa z � MONUMENT SIGN HANDICAP SIGNS WHEELCHAIR RAMP INTEGRAL CONCRETE CURB HEAVY DUTY CONCRETE PAVEMENT o 0 ma N.T.S. �� N.T.S. �� c-ccer N.T.S. �� c-mwz 1" = 1'-0" Pa cont N.T.S. r ' < ^ Q J PAVEMENT MARKING TAPE a W � W0 PROVIDE LIGHT BROOM FINISH �� E 2.0' 4" X 12" SLOPED GRANITE CURB PERPENDICULAR TO THE TRAFFIC V 1 m } 6" 7• VERTICAL GRANITE CURB FLOW UNLESS OTHERWISE NOTED STOP BAR SIDEWALK FINISH GRADE FINISH GRADE MIN. BITUMINOUS CONCRETE EXPANSION JOINT 1/2" EXPANSION JOINT WITH PRE-MOLDED PAVEMENT FLUSH VERTICAL GRANITE CURB FILLER. RECESS FILLER 1/2". PROVIDE CONCRETE WALK JOINTS AT 30' ON CENTER MAX. UNLESS NOTED. A6° FINISH GRADE PROVIDE EXPANSION JOINT WHERE PAVEMENT ° em ABUTS STRUCTURES, VERTICAL SURFACES, CONCRETE BASE COMPACTED GRAVEL AND AS NOTED. SEAL ALL EXPANSION JOINTS ?0p AT JUNCTION E = =IIII e ° ob ' ' WITH APPROVED WATERPROOF SEALANT SLOPED AND VERTICAL z CURBS (TYPICAL) o, v �� 094 ' I a / _ S� °o •. •�'•'• '•' 9 TOOLED CONTROL JOINT 1 4 TIMES THE DEP1H °I p p og0 " .. OF THE SLAB WITH 2" WIDE SMOOTH STRIP ON 4.75 N 3 12" WIDE SINGLE SOLID GRAVEL BASE 00� — e $ �E—STIFF POLYMER 0 °�0 0S° 0�g 09 ° ° o o B w o WHITE LINE COMPACTED __ 0 y�0� o°oe D� 0 02 0 ° o0vo°� 80 0 0 o°m °� $0 0 o�� EACH SIDE. LAYOUT AS INDICATED ON PLAN. 2,0' =IIII=IIII=IIII-1— — — BIAXIAL GYM RID o° o° 8 0 , 000 _ `•'v,;; ,'••q-: °.-• CONCRETE PAVEMENT p COMPACTED o°p o o °°Sw a a, A(� a , ,«- `. •x -. - ,� C) SUBGRADE II=IIII==IIII=IIII=IIII-II °Qm g o�doq�°�°� 00 0 0° P Q 6"X 6", 1.4X1.4 WELDED WIRE MESH y IIII�III-11 ° ala` o a o REINFORCING. 2" MINIMUM COVER. o P. 0 o0q�,q°o° ,Q°00,. J 8° MIN. =IIII—III�ll 0 ° ° ° u �ST1fF POLYMER °d° o ° S° DENSE GRADED CRUSHED STONE (BASE COURSE) ?. ^ o ELEVATION / o �� -I I I= � •o°° °°,�° o O 11111111�I IIII III BIAXIAL GEOGRID ° ° � a o L io o D o 0 0 0° o ' & `°' -IIII p o ° ° 0� 0 ° --IIII o °Q�o ° ° ° GRAVEL BORROW (SUB-BASE COURSE) N VERTICAL GRANITE CURB �•.. . — m " k�°� ��° =IIII o o° ° 0 8 ° _ STIFF POLYMER CONCRETE BASE (BELOW) AT ��'• o IIII=III=IIII IIII II(1 = __ BIAXIAL GEOGRID J 4.75' JUNCTION OF SLOPED AND z or IIII-IIII :IIII= III=III COMPACTED SUBGRADE IIII-IIII-111( 1 III(•- -IIII= Q VERTICAL CURBS (TYPICAL) z o ;I IIII 6" 6" 6" m � \• ' MIN. MIN. COMPACTED SUBGRADE 10 SLOPED GRANITE CURB " PLAN LuLu TRAFFIC FLOW ARROWS °�� TYPICAL STOP BAR MARKINGS �g TRANSITION CURB B �® FLUSH GRANITE CURB CONCRETE WALKWAY PAVEMENT N.T.S. N.T.S. SCALE: 1"=1'-0" c-P�us+c 1" = 1'-0" PA-GONG N.T.S. o VARIES m ALUMINUM SIGN PANEL FLUSH = s MOUNTED TO SUPPORT POSTS n ON FRONT, TOP, AND BACK f w COPY ALL VISIBLE CONNECTIONS SHALL BE FULL a WELDED AND GROUND FLUSH AND SMOOTH FLUSH GRANITE CURB `,4ry''°•n� gG urmn+n,e SILK SCREENED GRAPHICS VERTICAL GRANITE TRANSITION CURB 4" X 12" SLOPED GRANITE CURB o. LETTERING STYLE AND FINISH GRADE 6" 7" COPY TO QE APPROVED MIN FINISH GRADE a FINISH GRADE OF ROADWAY BITUMINOUS CONCRETE a BY OWNER S REPRESENTATIVE PAVEMENT 6" CURB ASPHALT WEARING COURSE o m io ASPHALT BINDER COURSE 2" SQUARE ALUMINUM POSTS rn CONCRETE AT _ ° opj BASE OF CURB = — o FINISH GRADE _ — -IIII S o o — 0 Ilk a°o N " ° o� °° ° DENSE GRADED CRUSHED STONE I _=IIII =IIII=IIII IIII _____ _______________________________ _________i_-_ GRAVEL BASE =_ � ° 8 � 'a° — �odab � °� '�° ° °�o %� ° °g '�' 8 (BASE COURSE) o =IIII= _IIII CONCRETE FOOTING COMPACTED IIII= IIII= =IIII— SUBGRADE II IIII==1111111=IIII=11 0�°° 0 ° ° ° — TOP OF CONCRETE FOOTING 6'-O" MIN. 2'-0"IF 210 ° ° ��0 0 0 ° 0 GRAVEL BORROW (SUB-BASE COURSE) o a — 6" BELOW BASE OF PAVEMENT COURSE SEE PLAN STIFF POLYMER $'°� e ° $�° ti �o'a g° z — STIFF POLYMER =IIII= III BIAXIAL GEOGRID y IIII= IIIIIu COMPACTED SUBGRADE — _ m STIFBIAXGEOGRID IIII III=1IIILIIII=I =IIII-IIII- ISSUE:SITE PIAN APPROVAL m DATE: 12/18/98 0 i DR BY: DCZ CH BY: JTG,JJD PROJECT NO: 94092.NS coi COMPACTED SUBGRADE FOR SITE PLAN APPROVAL ONLY SHEET NO: NOT FOR CONSTRUCTION cn CR-4 cn TRAFFIC SIGN '�� N.I.C. '�� TRANSITION CURB" A " SLOPED GRANITE CURB BITUMINOUS CONCRETE PAVEMENT a SI-7WI 31e = l'-0* c-nw+ 1/2' 1 -0 c-swm N.T.S. PA-erre N.T.S. o • i TOWN OF SALEM 12" PAVEMENT STANDARD CATCH BASIN 'I FRAME AND GRATE CONCRETE COLLAR GENERAL NOTE CAST IRON HANDHOLE ; �' N 1. STORMCEPTOR SECTIONS SHALL FRAME AND COVER H2O LOADING z CONFORM TO ASTM C 478, PROFILE V O 1X1CONCRETE PAD GASKETED JOINTS CONFORMING TO ' ' o C7 ASTM C 443. -C-4 A• 3" MIN.STORM 2. MANHOLE STEPS PROVIDED ABOVE FRAME FRAME AND NDC COVER " L2'-6- 3' GRADE ADJUSTERS 102"0 EXT BASE' INSERT 0 12' O.C. AND SHALL BE FINISHED GRADE 5Z TO SUIT FINISHED GRADE COPOLYMER POLYPROPYLENE G PLASTIC ENCAPSULATED GR. 60 STEEL �y 30 0 86°0 O.D. MORTAR FILL Q cin 3. MINIMUM CONCRETE STRENGTH . 4 N 72. 8� f'c= 4,000 PSI 'o MINIMUM STEEL STRENGTH _ — , _ _ PVC TEE OR {}y o FLEXIBLE CONNECTORS fy 60,000 PSIAPPRI = I I — — N J EQUAL OUTLET PIPE 6"0 VENT —ILII— =II1I— � VARIES PIPE I (WHERE APPLICABLE) 4. REINFORCEMENT DESIGN SHALLi� U MEET ASTM C 478.1NI Fr 6" P.V.C. RISER MASTIC GASKET MATERIAL WEIR OUTLET 5. FLEXIBLE PIPE CONNECTORS 45' EL E—ALL MANHOLE JOINTS SHALL MEET ASTM C 923. 21' MIN �° / 6. HANDLING: Y - BRANCH STIFF a e PRECAST CONCRETE TO CONFORM m A ALL RISERS SHALL HAVE 2 EA POLYMER 18„ `* co M TO ASTM C-478, CONCRETE OF a-' rn 24'0 0 1 1/2'0 HOLES FOR LIFTING BIAXIAL I co o RISER PIPE 7' 0 1/3 WAY DOWN FROM SPIGOT. GEOG. MIN' �r 4000 PSI AT 28 DAYS. ,� 0 0 to DROP TEE B. ALL LG. DIAM. BASE SECTIONS 72" X 3'E INLET PIPE FLATTOPS, AND REDUCERS w n 6.57 BONS I 8. TO HAVE LIFT HOOKS. — — ' !n� N '> J_ r� 7. DESIGNED FOR AASHTO H-20 LOADING. j' o o a'0 q, DENSE GRADED Q 0 z o CRUSHED STONE o o� n 8. FIBERGLASS STORMCEPiOR INSERT e, Oy C o N 8" REFERENCE DRAWING CA-0225-U y.. <'� �a': N 00, V $ O t O01 0� 6� ALL LIFTING DEVICES TO BE o 00,v �00" " ��0 > .0 °� SECTION PLAN SUPPLIED BY CONTRACTOR 9 � '� s" s—O° s STIFF POLYMER 0 3 , (FRAME AND COVER NOT SHOWN FOR CLARITY) rYd 6'-0" ab 4 0 o,W BIAXIAL GEOGRID o n v ° q%v mov �0 1111 2'-0' 2'-0" T/ 0r] MIN. MIN. D ©© N.I.0 2® PRECAST CONCRETE STORMCEPTOR (SC� �`� CLEANOUT CATCH BASIN WITH OIL TRAP OUTLET �, N.T.S. N.T. . ME N.T.S. DR-GM N.T.S. NOTE: CONTRACTOR MAY USE PLASTIC TREE GUYING CHAIN IF APPROVED BY OWNER'S REPRESENTATIVEX f— CROWN STEEL CAP, WELDED TO POST 0 o o 9. O ` `I Im WOOD STAKE (SEE BELOW) UNDISTURBED MATERIAL 6 O.D. OR 8" O.D. STEEL PIPE Z ! • N a Z.2 e REFER LAYOUT AND MATERIALS PLAN y w C o mo REINFORCED NEW RUBBER FOR PIPE DIAMETER co) r m z a HOSE, BLACK, 1/2" I.D., TYq'F A W M`- - �— FILL LENGTH OF PIPE WIH CONCRETE Q e ti Z-0- SINGLE LUMINAIRE: 40 Y� DOUBLE STRAND ORNAMENTAL CAST _ 12 GA. WIRE TWISTED ALUMINIUM FRAME kA —III I I of E-- FINISH SHALL BE COMPRISED OF TWO O 0 e ROOTBALL WITH BLACK POLYESTER FINISH = + } COATS PRIMER AND TWO COATS ENAMEL y III •- III PAINT TO MATCH BUILDING OR HAZARD Q co 0 ' TREE PIT - PLAN e r• YELLOW. REFER TO MATERIALS PLAN � CV co F NOTE: TREE SHALL BEAR SAME RELATIONSHIP FOR PIPE COLOR TO FINISHED GRADE AS IT BORE TO NURSERY OR FIELD GRADEy SECURE TREE WRAPPING ABOVE FIRST BRANCH CLASS D CONCRETE FINISH GRADE - MATERIAL VARIES J PROVIDE 2"x3" UNTREATED PINE STAKE FOR STAKING; PLAN SECTION A-A Lu m 3 PER TREE. DRILL TO ACCEPT GUY WIRE. m z WITH ALUMIBLACK NUM POST TABLE OF DIMENSIONS (III , •• ' U ACRYLIC FINISH • WRAP TRUNK NTH TREE WRAP PIPE SIZE 90' BEND 45' BEND 22 i 2' BEND 11 1 4' BEND TEE & PLUG o I q LO 3' BARK MULCH IN SAUCER X Y X Y X Y X Y X Y "' _ `r CONCRETE FOOTING PLANT SAUCER, 4" CONTINUOUS 6 33 21 18 21 12 18 9 12 21 24 z ILII • �'I I I COMPACTED SUBGRADE r 1 FINISH GRADE 81. 45 27 24 27' 18 21 12 15 27 33 :: w >• .• LUSH BASE AT CONCRETE FOOTING ,o CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOIBALL 10 60 36 36 36 24 30 18" 21 36 42' p d' •o •. P o 12 66" 39" 36" 42' 24" 30 18' 21 39' 45' G ?' •. .:. : °P r ` 14" 72" 45" 42" 48" 27" 36° 18" 27° 45" 54" v�� • - PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF -�I`�` -d`--�I` o6'-8' DEPTH. SETTLE WITH THOROUGH WATERING z UJ 1 III.= HORIZONTAL BEND w W IN IIID= = MOUND OF SOIL IN CENTER OF PLANT PIT TO SUPPORT r V BALL AT REQUIRED ELEVATION w oa zo LO DECIDUOUS TREE PLANTING AND STAKING 19 14 ORNAMENTAL LIGHT FIXTURE "��, N .I . C. THRUST BLOCKS / WATER MAINS STEEL BOLLARD 0 m N PL-mmx N.T.S. N.T.S. FILE N.T.S. w-ssR 3/4 = 1'-0" a § W � Q w a � W MOLDED WOODEN CAP —� QI 0 NOTE: TREES SHALL BEAR SAME RELATIONSHIP 1' x 4" CEDAR BOARD V 1 m TO FINISHED GRADE AS IT BORE TO NURSERY SINGLE LUMINAIRE: OR FIELD GRADE HEAVY CAST ALUMINIUM FRAME WITH POLYESTER ENCASE WIRE AROUND TREE IN REINFOCED HOSE, POWDERCOAT FINISH FINISH GRADE 3 O.D. GALVANIZED STEEL PIPE WITH PRESSED DOME CAP SECURE WIRE ENDS WITH MALLEABLE CABLE CLAMPS INSTALL THREE GUYS PER TREE; N EQUALLY SPACED AROUND BALL 4, za COMPACTED FILL 2" x 4" CEDAR BACKING ATTACH GUYS AT 2/3 HEIGHT OF TREE; a_ o > VARIES NH FINISH �' RAIL FASTENED WITH GALVANIZED USE DOUBLE STRAND GALVANIZED STEEL WIRE zo �' GRADE MATERIAL ADJUSTABLE CLAMP cz PROVIDE GALVANIZED TURNBUCKLES, ONE PER WIRE o ° ° ALUMINUM POST z ° ° o J COMPACTED GRAVEL 1' x 6" CEDAR BOARDS WITH BLACK VINYL a o q, SHIPLAP JOINTS ACRYLIC FINISH ° ° OO CRUSHED STONE UP TO 3' BARK MULCH IN SAUCER a � 8 NO SAUCERCEWRIIERE TREES OCCUR IN BEDS z ° O LOWER 1/3 OF PIPE 6„ HEAVY DUTY CONCRETE PAVEMENT WARNING FLAG 18" ABOVE FINISH GRADE < ® 0 Jill 3" ILII—III ® III, e o_: 2 • • • 'M. i P,. ' ' e FINISH GRADE w io o. ILII III 0 0 ® _ �;� p 1� .'�: •�^ _ OF ANGLEOF GUYS a SETBRANCHSPREAD TO ENTER GROUND AT LIMIT o ® 18" MIN 18" MIN III c 120 30 ILII SHAPE TO FIT PIPE o 15' CONCRETE FOOLING (TYP.) r METAL GROUND ANCHORS o 2. v J =_ STIFF POLYMER BIAXIAL GEOGRID I CONCRETE FOOTING LOCATED ' 12" " IIID= I CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL6— ® — �— — 0 v ^ BELOW PAVEMENT COURSE PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF — o :• 6"-8" DEPTH, SETTLE WITH THOROUGH WATER SOAKING FLUSH BASE AT CONCRETE FOOTING -ILII= =ILII=ILII=� COMPACTED SUBGRADE e J MOUND OF SOIL IN CENTER OF PLANT PIT TO SUPPORT 15" BALL AT REQUIRED ELEVATION FOR FINISHING, SEE SPECIFICATIONS 4 EVERGREEN TREE PLANTING 20 LIGHT POLE14 PIPE BEDDING DUMPSTER ENCLOSURE FENCE PL-TRM N.T.S. N.T.S. DR-Pr�D N.T.S. M-DDEr 1/2"=1`-0" TOWN OF SALEM STANDARD GRADE AND MATERIALS MANHOLE FRAME AND GRATE VARY, SEE SITE PLANS YELLOW TAPE W/METAL TRACE J NOTE: SHRUB SHALL BEAR SAME RELATIONSHIP CORPORATION STOP ADJUST TO GRADE TO FINISHED GRADE AS IT BORE TO NURSERY OR FIELD GRADE MUELLER - NO. H-15002 WITH SEWER BRICK AND o FULL 1/2" MORTARED JOINTS ; CURB BOX PRECAST REINFORCED 6" MIN. MUELLER NO. H-10314 CONE SECTION. o• FOR 1" & 3/4" OR r NO. H-10336 TYPE 8" �e 3" BARK MULCH IN SAUCER I FOR 1 1/4" - 2" ORBMORTARED JOINT,TTYP. - `d PLANT SAUCER, 4" CONTINUOUS I O o• 4' D" NO SAUCER WHERE SHRUBS OCCUR IN BEDS STEPS AT 12" O.C. PRECAST REINFORCED FINISH GRADE CURB STOP STAGGERED 18^ •� NO3C MUL7IPLESBARRELS = CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL o MUELLER - NO. H-15204 MIN. o =IILII, III= IVo�'p o FORMED — o CHANNEL - PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF � O�O o 60-8" DEPTH. SETTLE WITH THOROUGH WATER SOAKING ^Qn n n �j I. •�, C v SCREENED GRAVEL au°�� z o`°°o 7% d ? o A-0 q,,, DENSE GRADED �NCF IN IIID= = MOUND OF SOIL IN CENTER OF PLANT PIT TO SUPPORT _ I ? o O FLO CRUSHED STONE y BALL AT REQUIRED ELEVATION JAMES J. WATER MAIN SERVICE LINE, PROVIDE 12"-15" z do RADIUS IN HORIZONTAL PLANE STIFF POLYMER OR MORTARED JOINTS 9FQr CLEAN SAND FILL HOT POURED BITUMINOUS ��to BIAXIAL GEOGRID ISSUE SITE PLAN APPROVAL - - ° �� fp °�0��$� `'�' ��1� DAIS: 12/18/98 °�o aj t g �0 g O �f°$° ��� DR BY: DCZ CH BY: JTG,JJD PROJECT NO: 94092.NS 2'-0" III 2'-0" MIN. MIN. FOR SITE PLAN APPROVAL ONLY SHEET N0: TYPICAL SHRUB PLANTING N .I. C. TYPICAL SERVICE 0 NOT FOR CONSTRUCTION CR-5 'Q� 1� C CONNECTION MANHOLE N .I . C. PL-SHR N.T.S. N.T.S. FILE N.T.S. DR-MWHW 1/2' = 1'-0" EN-DPLM 1/4"=1'-0" 35� tapas, sl ,�. 0.K AIA y'�6 ENTRY VESTIMLE ti ass MANSARD ROOF W/ DECORATIVE DORMERS `Ya ti I ARCHITECTURAL SHM-Es ~ r�7vV I' DRIVE-U' WINDOW aCANOPY (MYOND) -- - N ❑ ❑ FOOD D MART MARMAv X 0 0 z aNLM o00 EIMM 0 SAJ-MI &TGLASS ❑ BRICK PILASTER � MICK SQL � a 0 —I z C - - - = - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - — � - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT NORTH ALUMINLM CLAPBOARD ALUMINUM $RICK VENEER WINDOWS SIDING WINDOWS F=RONT ELEVATION0 SCALE 1/8" MANSARD ROOF W/ ENTRY VESTOLLJ= (BEYOND) ARCHITECTURAL SHINGLES DRIVE-UP wINPON z CANOPY (BEYO P) Iu� p u1� �l WJ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ POOR DIVING GLAP$OARD SIDING EXIT DOOR REAR ELEVATION ® (❑ ENTRY CANOPY (BEYat`A) MANSARD ROOF W/ ARCHITECTURAL SHINGLES o � o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CLAPBOARD SIDING BRICK SILL RIOMT ELEVATION CLPa-A z 0 a • 0 MANSARD ROM W/ PE60PATNE DORMERS ENTRY VESTIME > ARCHITECTURAL SHINGLES — LU CO 6 • DRIVE-UP WRIDOW W y CANOPY YYYYY eeeeeerrrrrrN1M LU ® ® ® ® cc 9 Z 3 w DRIVE-THRU Po-v��an�Acr GOOD MARY ❑ cc11111111111111Am � a a ❑ - ALLMINIM UQ wlrrooWs lollLU N 00 I I I I I o I — � = — — - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - E L J c� — = = = -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - = � - - - - - -- - - _ � — _ — � I i N - $RICK PILASTER CLAPBOARD SIDING BRICK PILASTER A o l a cn w LEST ELEVATION � I o 10990 o- - . .. pAD4A49,G e CL\�'`lJ13NN3� Vc. N 2 O yy_y W DORtv1EfZ TYPICAL MANSARD ROOF W/ MANSARD ROOF W/ DGRMER ARGHITEGTURAL SHINCUS ARGYIITEGTURAL SHIN6( F5 TYPICAL � D g zx'� z< PROJECT NORTH [Ell 131 1:91 1\ a a ® ® ® moo ® = ® � � o ata opo opo UFllopo omao ® ® o ® ® ® a ® oa o o a a ® ® ® ® ® a a a a BRICK VENEER GLAPDOARD 51DIN6 01FT710 ® ® � 0 n � ® m ® m ® � ffill ® � � � � � WOOD TRIM WARDS ® � ® ® � ® ® � ® ® � ® O � � ® WOOD TRIM WARPS 0 ONO PO ® a ® ® o o_ ® o o a o ONE o 0 0 0 0 0 [� NILDIWv ENTRANCE 1=RONT ELEVATION R i C�1�T-s I17E ELEVATION SCALE: SCALE: O luul z � p Q ® I D rc) U W. u LU W. ® � lug- F- Iuui - MANSARD ROGF W/ DORMER DORMER TYPICAL MANSARD ROOF W/ ARGNITEGTURAL SHINGLES TYPICAL a ARCHITECTURAL 5HINeLES (J jai Z > JU GLAP60AR 6LAP60ARD SIDING J O CD LV � ® � ® WOOD TR WOOD TRIMf5OARDS C �, W - OHIO o o ® o a ® o a ® - ul ® llll a •- �� Z 2 •V ~ 0 oma UQ LEI=T-� 1 PE ELEVATION I ON REAR ELEVATION ' �� � 6 W 0 SCALE: N cv A ® 2 I -p N N, 98160