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1471 IYANNOUGH ROAD - Health
1471 Iyannough Road/Route 132 Centerville A= 253 —XOl and X02 and H00 i --c 0-5 No.-------------------- Fee--------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVe1Y Con%ruct ion Permit Application is hereby made for a permit to Construct ter ( ), or Repair ( )an individual Well at: Location — A dess Assessors Map and Parcel VIA -- -------------- - ul � -v-f-_------ O ner Address ----------- �, �---- - - '� -�► -�Z ----- Installer — Driller Address c�z ` Type of Building ,,._, /J Dwelling-- ' ------ Other - Type of Building --- — No. of Persons-------------------------------— --- Typeof We11— yam-- —---------------------— - - Capacity------------------- - - —------------—-- ----- Purpose of Well i�� � -------------- Agreement: (-�1 6�4 The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of 64 ompl' ce has been issued by the Board of Healt . d — 44 — — — — 4aa�—� Application Approv ✓�� ��� o ------------------------------------ -- ----------- date Application Disapproved for the following reasons:---------------------------------------_—_------__—_______—________ ----------------------------------------- -------------------------------------------------------------------------------------------------- g date PermitNo. - -5-- ---------------- Issued-------------------------------------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certif irate ®f Co7Altered � ce THIS IS TO CERTIFY, That the Individual Well Constructed ( ( ), or Repaired ( ) by------------RL-L----- 4p -------w ---------------------------------------------------------------------- ------------------------------------ -------- t ` Installer at---------�`7 -----Z ��- Q ------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well 1� P otect' n Regulation as described in the application for Well Construction Permit No. ------------------ ated-�----`�----�-OT- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- - — — O_ - - --- — -- Inspector------------ ' l BOARD OF HEALTH TOWN"'OF B`ARNSTA,B LE etritifirate ®f';ComPh to THIS IS TO CERTIFY, That the Individual Well Constructed (1v, Altered (' ); or Repaire"d ( ) P-LL-- SF- W- ----- y by- - - --- --------- - s Installer t � at— — A�s r' -Y — -------------------------------------------------------------—--------—-----------—-------------- — -has been installed in accoance with the provisions of the Town of Barnstable Board of Health Private Well----- Protection � �� Regulation as described in the application for Well Construction Permit No. --------------- ated 72 'j THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL F SYSTEM WILL FUNCTION SATISFACTORY. DATE----------3--I Z� ---_E---------------- -- Inspector--------------------- -------------------------------------------------- s------------------------------------------------------------------------------------------------------- i BOARD OF HEALTH /J TOWN OF - BARNSTABLE V ell Construct ion permit No. !=-" � Fee----- Permission is herby granted--- �-�,--- - -� ____ Y-�--_ ; T_-- -__ W- - t - to Construct �, Aller ( ), or Repair ( ) an Individual Wel t: No. --------------------/ ------�—= jet-'�—'�Q -------- ------------ ---------------------------------------------------------------- Street 'j as shown on the application for a Well Construction Permit � U - - No. - — -- - - CDate� -- ----0 -- ---- ... Board of Health DATE-- -- —-- --- - -- -- — — -- j \ �5 No.-------------------- Fee-------------------- BOARD OF HEALTH I : TOWN OF BARNSTABLE Application-*r Vell con!5truttionpermit Application is hereby made for a permit to Construct Vf<ter ( ), or Repair ( )an individual Well at: 4 Location — Ad s Assessors Mapand Parcel ------- --- O ner Address Installer — Driller Address Type of Building jDwelling--- ------ Other - Type of Building------------------------------ No. of Persons-------------------------_ f Type of Well—'?-V_C------------------------------ - — - Capacity---— ---- -- - - --— — Purpose of Well j Agreement: The undersigned agrees to install the aforedescribed individual wel in accordance with the provisions of The ( Town of Barnstable Board of Health Private Well Protection Reg ulatioln — The:-undersigned further agrees not to place the well in operation until a Certificate .of Compl' ce has'b en issued by the Board of Healt . I , � Z7 at Application Approv .$y ------ -- -- , date Application Disapproved for the following reasons:-------`----------------------' ------------------------------------------- --- -----____-- •i •51 date Permit No. - —---- -—— -- Issued---- -- -------------- � w � No. 2w:772 r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s! Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for �Digoaf *p5tem Con0trurtton Permit Application for a Permit to Construct Od Repair( ) Upgrade( ) Abandon( .Complete System ❑Individual Components Location Address or Lot No. ..�y*,VA10,V o�c✓ Owner's Name,Address;and Tel.No. S4a//ow �o4d���CSsiorla� G 6�'I'v".i X4.4 qzg 3z3 0���le M,f o�S Assessor's Map/ParcelMv Q/4/—XO I A i/ O il—,(—OZ 6ev"1714'. 3/t x�er,uye. �r syrc..h Installer's Name,Address,and Tel.No. 9 Designer's Name,Address and Tel.No. �% f .c3�`o�✓-v, , A E�c�r��rd yes 7� .vo1^7W S-t` •Z 93 D/cl�,.�i� St. Z;i C. So �771-7SOZ / jifi•�•n is �Li�4 a z(ao Type of Building: Dwelling No.of Bedrooms Lot Size (�/g sq. ft. Garbage Grinder (/tJ�I� Other Type of Building ea n —cF/Ce— No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 13400, gpd Design flow provided 133Z, gpd Plan Date ~() Number of sheets Revision Date Title Oh 1 td Oy 2L�ecJBlo Re, 6,3 PC jVJAAJ)J)iL -6 Size of Septic Tank -51-0 D e Type of S.A.S. 660 cSYSr&7jft9r Description of Soil oe22 0101M 's* ,o Nature of Re r Alterations(Answer when applicable) r pairs t 7 0� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boa of Heal Signed !.c_ + Date / /Z —0 7 Application Approved by —r Date 7- 1�' —7- Application Disapproved by: Date for the following reasons Permit No. 2%1 —7 Date Issued 7—(e d—7 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA No. . . � Fee THE COMMONWEALTH OF MASSACHUSETTSh Entered in computer: ' >�- .cam l Yes . PUBLIC HrEALTH DIVISION - TOWN.OF BARNSTABLE, MASSACHUSETTS ZippYication for,-ig ogal !9tem Con0truction Permit Applicaiion for a Permit to Construct W Repair O Upgrade( Abandon( ) [.Complete System ❑Individual Components a Location Address or Lot No. AV/ , r(�/q^/a/p U9,// o& Owner's Name,Address'and;Tel.No. S/��/how /°ovu✓��+fYss'�rre� G C60-0 yZS-4 3 Z3 o 3 4C M m s n-ee,� Assessor's Map/Parcel /r�✓/S /N/Q �s ��i� A4,f 0,?(4 S-� �22 It e D y XO Ad O - -62 _ - -Installer's Name,Address,and Tel.No. ,U�Od,//��i!� Designer's Name,Address and Tel.No. .. C'irt,+✓4Tves �78 •lJo�7w St- 93 -5,04771-7SOZ. AyY4 44,4 o?- / /h�yr1'isFiEC4 /7�/L4f N1A Ozorl � Type of Building: , Dwelling No.of Bedrooms Lot Size _ ' sq. ft. Garbage Grinder (nJ�/yi Other Type of Building F/Ce- No.of Persons ! Showers( ) Cafeteria( ) .� -Other Fixtures ' Design Flow(min.required) 1,3a0, gpd Design flow provided A33Z d gP Plan Date -��/�Q'� Number of sheets 9- i Revision Date �.-12 -47- Title e3h.4aa w 20"a C�hA�� /wide le%��� �iv� r f' �S'hA 6 / p ,4N).S� s�rSize of Septic Tank ✓{OC)Ll u ���� n� Type of S.A.S. L3i1a y dnQE,,Sir Description of Soil ,M 4.1/J.-M /4`,e - r i Nature of Repairs or Alterations(Answer when applicable) /70-7 Date last inspected: ` Agreement: The undersigned agrees to ensure the construction and maintenance oft, afore described or�si�sewage"disposal system in accordance with the provisions of Title 5 of the Environmental Code and not two place the syste��m�operation until a Certificate of f Compliance has been issued by this Board of Heal 1 Signed ' l / Date f-/2 -G 7 ,. Application Approved by �AVJA- r Date Application Disapproved by: 1 Date for the following reasons Permit No. -7 Date Issued -7-fe-c)"7 - ------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE `hI Y, hat the -site Sewage Disposal System Constructed X Repaired ( ) Upgraded ( ) Abandoned( )by at l J �va has been constructed in ac ordance with the pr isi�nn3 o itle 5 and the for Disposal System Construction Permit N ) Ved Installer �U " Designer ��'7i e LA-17 Vl e-e(.1^ #bedrooms 'a Approved desi n flow y ` gpd The issuance of this permit shall no e •onstrued as a arantee that the system ill action 1as designed Date +� r �' Inspectors( -------- D�—®-- — -------. -- —r�-----�-1 --- No. .[^^��%-7 dO Y Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS -- 1wiopoaY *p!9tem Cow9truction Permit Permission is hereby granted to Construct O Repair ( ) Upgrade ( ) Abandon ( ) System located at 1 7/ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes' to comply with Title S and the following local provisions or special conditions. Provided: Con4uct•on must be completed within three years of the date of thi pe Date /1��7 Approved by 4 i _ - Town of Barnstable Regulatory Services . . ' Thomas F.Geiler,Director WOMA►BLE. MASS- g Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2 2� 24�v Sewage Permit# 200 -3 a S Assessor's Map\Parcel Designer: d ° ! Installer: ID w Address: TII�c SI—W-6 Address: CAC ►h� Si Rt � Yt 6 ,. c32bnl l�'1G�.�•��c'Oln INI�, c9�5'1'�31� � l On was issued a permit to install a (date) (instal c er) septic s stem at lJlnn out n r based-on a design drawn by (address) dated `i(designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes.such as.lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local & tions. Plan revision or certified as-built by designer to follow. !O 5', ( staller's Signature) No E` �, .4634, 5 T � _. A � A .. I ' Designer's Signature) (Affix Designer's Stamp Here) i PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc fbA14 f 1-71 --ryAN1va416-# Soli e - 'Ys T�A4 A, If i 1 i i t (r° �E TOWN REQUIREMENTS 4 REMOVE dt CAP EXISTING OAS 36.0' UNE do METER. CONNECT NEW SERVICE AS SHOWNFIRE A 1 PROPOSED 0 Ito HYDRANT 40 PVC .0.2.0>r " , zy aD it /�1tD G►'. : :..;: _ �. - PROPOSED GAS a SERVICE G G D - r! "o S 4920'10" l4' _•t}.__.. t,_._.._. c E XISTING SEPTIC COMPONENTS TO BE PUMPED EXI�TIN�'_..___...__..__._._._ REMOVED. & DISPOSED OF OFFSITE �' PAVED PARKING ( c � r' 1 1 � t 1 ` Q 1 % J+ \ Vb t i ;TINE CONDOMINIUMS (PER G.5) S I I ALLU.Sv. I'C)it 1)" I'' Town of Barnstable Growth Management Department-Ruth J.Weil,Director oFj"E 367 Main Street,Hyannis,Massachusetts 02601 .AJRNSTABLF. = Regulatory Review Services—Site Plan Review 'b 6 9 .�� 200 Main Street,Hyannis,Massachusetts 02601 QED MAC Phone(508)862-4785 Fax(508)862-4725 April 30, 2007 SP Properties,LLC C/O Patrick M. Butler, Esq. Nutter,McClennen&Fish,LLP P. O. Box 1630 Hyannis,MA 02601 Reference: Site Plan Review—027-06 - Shallow Pond Professional,_LLC _fir 1471 Route 132,Hyannis,MA�Map,253, Parcels 014-X01 &_014-X02 Proposal: Demolishing existing structures and reconstructing a two-story office building,together with improved access/egress and storm water management, decreased septic flows and water consumption, landscaping and other site and infrastructure improvements. Dear Attorney Butler: The Site Plan Review Committee reviewed the above proposal at the informal Site Plan Review meeting and it was referred to the Cape Cod Commission as a Change of Use pursuant to Section 4(b). Subsequent to the Cape Cod Commission's decision, the project was reviewed at the formal Site Plan Review meeting of February 8, 2007 and approved subject to the following conditions which are incorporated,in part, from the Cape Cod Commission DRI Decision as a condition of that decision: • All construction shall be in compliance with the approved Site Construction Plans entitled, "Shallow Pond Center Redevelopment Project,Proposed Office Building",prepared for Shallow Pond Professional,LLC, Sheets C1 through C15, Prepared by Baxter Nye Engineering& Surveying,Hyannis, dated May 31, 06 with various revisions per SPR and CCC comments, with a final revision date of January 24, 2007. • All conditions set forth in the final Cape Cod Commission DRI decision dated April 2,2007 which incorporates Town of Barnstable conditions will be complied with. • Use of pesticide and fertilizer within the 100-foot wetland buffer is prohibited. • Applicant must monitor and manage invasive species within the pond shore buffer area for the next five years,to ensure improvement of conditions where invasive species may threaten rare species. • Applicant must certify adequate sight line distances to the driveway location by a letter signed and sealed by a registered Massachusetts Professional Engineer once the driveway is substantially completed,but before the building is occupied. <I i :A • Drive-through facilities,retail, medial or dental offices are prohibited. • The following language must be placed into any lease agreement for the site in order to project the groundwater and adjacent pond and to control hazardous materials and waste on site: "To protect the public drinking water supply from potentially hazardous materials associated with specific land uses,the following uses are prohibited on the site: landfills, open dumps;junkyards; automobile graveyards; underground fuel storage tanks; storage for resale of heating fuels (e.g., gas, oil, coal and kerosene);metal plating, finishing or polishing;boat, motor vehicle and aircraft cleaning, servicing or repair; dry-cleaning processing establishments; storage,use,treatment, generation or disposal of hazardous materials or hazardous wastes except in a household quantity, or for emergency power or heating of a structure. Also prohibited on the site,is any use that involves as a principal activity the use, generation, storage,treatment, transportation or disposal of one or more hazardous materials or hazardous waste." In addition to the incorporation of the above language, during construction, steps will need to be taken during construction to protect the groundwater and adjacent pond from releases resulting from construction equipment fueling or maintenance. • Compliance with all Barnstable Board of Health and Barnstable Conservation Commission decisions,rules and regulations is required. • Applicant must obtain all other applicable permits,licenses and approvals required. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240- 104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. If you have any questions or require further assistance,my direct telephone number is 508-862-4679. Sincerely, A�& Ellen M. Swimarski Site Plan Review Coordinator CC: SPR File Tom Perry,Building Commissioner Barnstable Conservation Commission Barnstable Board-of Health-J o CAPE COD COMMISSION 9 p 3225 MAIN STREET 'v M P.O. BOX 226 BARNSTABLE, MA 02630 �ssACH�StiS (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org Date: April 2, 2007 To: Mr. Patrick M. Butler, Esq. Nutter, McClennen & Fish, LLP P.O. Box 1630 Hyannis, MA 02601 From: Cape Cod Commission Re: Limited DRI Determination for Change of Use DRI Enabling Regulations, Sections 3 and 4 Project Applicant: Shallow Pond Professional. LLC 683 C Main Street Osterville, MA 02655 Property Owner: S.P.-Properties, LLC 1330 Phinney's Lane Hyannis, MA 02601 Project: Office Building Redevelopment Project Shallow Pond Center 1471 Route 132 Hyannis, Massachusetts Project#: CU06018 Book/Page#: 20379/11 Map/Parcel: 253/14-XO1 & 14-XO2 Lot/Plan: 539/24 DECISION OF THE CAPE COD COMMISSION Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page I of 15 i� SUMMARY The Cape Cod Commission (Commission), through its Regulatory Committee, hereby determines that the redevelopment of the property located at 1471 Iyannough Road (Route 132), Hyannis, MA, from the existing Rainbow Inn motel to a 17,338 square foot office building qualifies as a change of use pursuant to the Section 3(f)(i)thresholds under the criteria established under Section 4(b) of Chapter A, Enabling Regulations Governing Review of Developments of Regional Impact, Barnstable County Ordinance 90-12, as amended(DRI Enabling Regulations), and may proceed without Development of Regional Impact (DRI) review. This decision is rendered pursuant to a vote of the Regulatory Committee on January 8, 2007. PROJECT DESCRIPTION The project site is a 1.8 acre parcel, located at 1471 Iyannough Road (Route 132), Hyannis, MA, bounded on the south side by Shallow Pond, on the north by an abutting parcel whose frontage is on Route 132, on the east by Old Strawberry Hill Road and an existing condominium complex, and on the west by a mixed-use(commercial/office) building. The project site is located in a Regional Commercial Activity Center as designated in the 1998 Barnstable Local Comprehensive Plan. The parcel is split between three local zoning districts—business, highway business and residential zones. The project proposes to demolish the existing Rainbow Inn motel, an approximately 16,065 Square foot(SF), 46-room motel with manager's office space. An existing pool will also be removed. The site will be redeveloped with a 17,338 SF,two-story professional office building with associated parking, deck area, landscaping and stormwater and wastewater infrastructure. One of two existing docks on Shallow Pond will be removed. A 4-foot wide soft path will be constructed to provide controlled foot access to the remaining dock. The proposed redevelopment will result in 5,809 SF of development area within the 100-foot wetland buffer to Shallow Pond. Roof and paved surfaces (including pervious pavers) are proposed to increase by 1,485 SF relative to existing conditions. Subsurface and surface impervious runoff and wastewater disposal systems will be located within the 300-foot buffer to Shallow Pond. No specific tenants have been proposed at this time. Currently the site has vehicle access through one driveway on Iyannough Road (via the abutting parcel) and one on Old Strawberry Hill Road. The proposed office development will not have direct access to Route 132, but will access only through a new curb cut on Old Strawberry Hill Road. The existing access easement across the project site that provides a connection between commercial properties fronting on Route 132 and Old Strawberry Hill Road will be maintained. Local zoning requires 58 parking spaces and 64 will be provided, seven will be constructed of concrete pervious pavers and six satisfy a parking easement benefiting the adjoining property. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 2 of 15 1 PROCEDURAL HISTORY The Commission received a Limited DRI Determination for Change of Use application from Shallow Pond Professional,LLC on July 10, 2006. A duly noticed public hearing pursuant to Section 5 of the Act to consider the application was held by the Regulatory Committee of the Commission on November 13,2006, at the Cape Cod Commission office in Barnstable,MA. The public hearing was continued to December 11,2006, and then to January 8,2007. The public hearing and record were closed on 1/8/07, after which the Regulatory Committee voted unanimously (with two members abstaining)that the project not be subject to mandatory DRI review in any Regional Policy Plan(RPP)issue area,and therefore be returned to local review. In addition to the list of materials submitted for the record(see Table 1 below)the application and notices of public hearings relative thereto, Commission staff s notes and correspondence,the minutes of public meetings and hearings, and all other written submissions received in the course of the proceedings are hereby incorporated into the record by reference. TABLE It M—aterials 94b*7 10 lEh� Materials From the Applicant Date Submitted lApplication for a Limited DRI Determination 7/10/06 Letter from L. Cox to S.Justus forwarding Traffic Analysis by Rizzo 7/24/07 Associates dated 7/20/06 Letter from L. Cox to S. Justus forwarding MHC letter 7/26/06 Certificate of Inspection from Town of Barnstable 8/2/06 Disturbance area calculations and summary 8/2/06 Plans and drainage/stormwater information from Baxter Nye 10/3/06 Engineering Revised site plans from Baxter Nye Engineering 10/5/06 Architectural plans forwarded by L. Cox 10/26/06 Supplemental application materials via letter from L. Cox 10/12/06 Cover memo from L. Cox l l/l/06 Email from M. Eddy to S. Justus re: landscape plan revisions 11/2/06 Handouts to Regulatory Committee'members by P. Butler 11/13/06 Revised Landscape Plan color version 11/13/06 Email from M. Ball to H. McElroy re:NHESP 11/21/06 Revised Site Plans 11/27/06 Memo from L. Cox to S. Justus re: responses to NHESP 11/27/06 Revised site plans and buffer area calculations from Baxter Nye 11/28/06 Engineering Handouts from P. Butler to Regulatory Committee members 12/11/06 Revised Stormwater Management Report 12/27/06 Memo from L. Cox to S. Justus re: revised plans 12/27/06 II Handout from P. Butler to Regulatory Committee members 1/8/07 Limited DRl Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 3 of 15 r Materials rom Commission Sta f Date Submitted Memo to L. Cox from S. Justus -8/2/06 E-mail to L. Cox from S. Justus 10/12/6 Staff Report 11/6/0 Memo to Regulatory Committee members from S. Justus 12/5/06 Memo tQ Regulatory Committee members from S. Justus 1/3/07 Memo to Regulatory Committee members from S. Kodeff 1/7/07 Materials from Town o Barnstable Date Received Comment letter to Regulatory Committee from R. Weil, Barnstable 1/8/07 Growth Management Department tLetter als rom Others Date Received from Division of Fisheries & Wildlife to Shallow Pond 11/15/06 ional, LLCent letter from Thomas Rugo to Commission staff 12/8/06 TESTIMONY The Public Hearing was opened on November 13, 2006 and was then continued to December 11, 2007 and then to January 8, 2007. On January 8, 2007 the public hearing and the record were closed. Minutes of these meeting have been reviewed and approved by the Regulatory Committee and are hereby incorporated as testimony of this Decision. The following is a summary of that testimony: November 11, 2006 Commission staff summarized the Staff Report dated November 6,2006, discussed the change of use review standards, and identified six issue areas of concern that the staff focused its review of impacts on, including water resources, wetland and plant habitat, transportation, economic development,hazardous materials, and community character. The applicants commented with respect to the Natural Heritage and Endangered Species Program(NHESP) filing,transportation impacts and the economic impacts of the project. Representing the town of Barnstable, Ms. Patty Daley said the primary concern of Barnstable's Growth Management Department was project traffic and questioned whether consideration was given to using an innovative alternative wastewater system. She noted the project was an economic positive for Barnstable. She also commented that wetland buffer disturbance should be minimized. Hyannis Deputy Fire Chief Melanson noted the departments concerns with the existing motel and that it was a public safety hazard. Ms. Marie Gaziano, an abutter, said she thought the landscaping was an improvement, and was in support of the project. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 4 of 15 Discussion followed about the amount of impervious surface and the need for a final written determination from the NHESP. Commission staff asked to discuss potential alternative site configurations to reduce wetland buffer intrusions. Mr. Butler said that certain site plan changes could put parking and the septic system to the rear of the building,thereby exacerbating the wetland buffer situation. Mr. Platt indicated that a more modest redevelopment proposal better fit the site. Committee members discussed how far the project could reasonably deviate from the Regional Policy Plan. Discussion followed about'the Change of Use regulation. December 11, 2006 Ms. Justus discussed the regulations relating to the Limited DRI Determination scoping process and indicated that the regulation gives the Committee the discretion to decide what issue areas need to be reviewed. Ms. Wielgus discussed the review standard and stated that it was within the Committee's discretion to determine the issue areas for further Commission review. Commission technical staff described the focus of concern for water resources, which was management of stormwater. They also relayed that the NHESP had submitted comments on the project, which indicated they were not concerned about impacts to rare species, and discussed that staff s concerns were related to impacts to the 100-foot wetland buffer. Mr. Butler noted the Barnstable Conservation Commission does make a distinction between the 50-and 100-foot wetland buffers. He expressed his interpretation of the change of use standard and described how he believed the proposed project met the regulatory test and should be given no review. Ms. Daley said the Barnstable Growth Management Department was generally in support of the . proposed project from the perspective of improvements to the septic system, and as compared to the existing dilapidated motel. Mr. Hogan said he was inclined to recommend a limited DRI review for the water resources and natural resources issues. Ms. Kadar said it was important to encourage redevelopment but noted the deviations from the RPP and its Minimum Performance Standards. Mr. Richardson said he saw the project as improving a problem area in Hyannis,and as a positive step. He said he also recognized the important environmental issues. Mr. Platt said he felt the proposed project represented a lost opportunity and that the proposed building was too big for the site. Mr. Richardson said the economic viability of the project should also be a consideration. Ms. Taylor asked if the applicant could move the building, reduce it, or reconfigure it such that it would be outside of the 50-foot wetland buffer. Ms. Taylor said she was inclined to favor referring the project for additional natural resources and water resources review by the Commission. The Regulatory Committee members agreed to ask the applicant to provide a revised design that handled 100% of the stormwater on site, so that none of it would reach the pond, and move the building out of the 50-foot wetland buffer. January 8, 2007 The applicant had complied with the Committees' request for them to move the building out of the 50-foot wetland buffer, and to address stormwater runoff. Ms. Justus noted that to Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 5 of 15 r accomplish this the revised elevations of the building went backwards with respect to the project's community character impacts, particularly in regards to the mass of the building. Mr. Butler and Mr. Raber explained why, from the applicants perspective, this was not necessarily the case and concluded that overall the proposed project was substantially better than the existing motel building. Mr. Richardson noted the neighbors saw the proposed project as an improvement and suggested the matter of the roofline and.massing was not significant enough to warrant further Commission review. Ms. Kadar said she understood the staff s position and while this was not the best possible development, it was an improvement. Mr. Platt said the Change of Use language in the Commission's regulations was weak and that the project was too large for the site. Mr. Hogan agreed with Mr. Platt's comments and said the standard with respect to Change of Use was such that nearly anything an i would be better than the old motel. He said the Committee should discuss the standard for Change of Use at another time. The Committee voted to approve the Rainbow Motel/Shallow Pond Center as a Change of Use that did not require further Cape Cod Commission review. JURISDICTION The proposed project qualifies as a DRI under Section 3(f)(i) of the DRI Enabling Regulations as a change of use with a gross floor area greater than 10,000 square feet. Pursuant to Section 4(a) of the DRI Enabling Regulations, the Chief Regulatory Officer determined that the project constitutes a Change of Use. Further, as provided in Section 4(a)(iii),the applicant then applied for a Limited DRI Determination in accordance with Section 4(b), which requires the Regulatory Committee to determine the scope of the DRI review required. FINDINGS The Commission, through the Regulatory Committee, has considered the application of Shallow Pond Professional. LLC for the proposed change of use project at 1471 Iyannough Road(Route 132), Hyannis, MA, and based on consideration of such application and upon the information presented at the public hearings and submitted for the record, makes the following findings pursuant to Sections 3 and 4 of the DRI Enabling Regulations: General Findings: F-G1. The project that is the subject of this Decision is as follows: The project site is a 1.8 acre parcel, located at 1471 Iyannough Road (Route 132), Hyannis, MA, bounded on the south side by Shallow Pond, on the north by an abutting parcel whose frontage is on Route 132, on the east by Old Strawberry Hill Road and an existing condominium complex, and on the west by a mixed-use (commercial/office) building. The project site is located in a Regional Commercial Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 6 of 15 r Activity Center as designated in the 1998 Barnstable Local Comprehensive Plan. The parcel is split between three local zoning districts—business,highway business and residential zones. The project proposes to demolish the existing Rainbow Inn motel, an approximately 16,065 Square foot(SF), 46-room motel with manager's office space. An existing pool will also be removed. The site will be redeveloped with a 17,338 SF,two-story professional office building with associated parking, deck area, landscaping and stormwater and wastewater infrastructure. One of two existing docks on Shallow Pond will be removed. A 4-foot wide soft path will be constructed to provide controlled foot access to the remaining dock. The proposed redevelopment will result in 5,809 SF of development area within the 100-foot wetland buffer to Shallow Pond. Roof and paved surfaces (including pervious pavers) are proposed to increase by 1,485 SF relative to existing conditions. Subsurface and surface impervious runoff and wastewater disposal systems will be located within the 300-foot buffer to Shallow Pond. No specific tenants have been proposed at this time. Currently the site has vehicle access through one driveway on Iyannough Road (via the abutting parcel) and one on Old Strawberry Hill Road. The proposed office development will not have direct access to Route 132, but will access only through a new curb cut on Old Strawberry Hill Road. The existing access easement across the project site that provides a connection between commercial properties fronting on Route 132 and Old Strawberry Hill Road will be maintained. Local zoning requires 58 parking spaces and 64 will be provided, seven will be constructed of concrete pervious pavers and six satisfy a parking easement benefiting the adjoining property. F-G2. In accordance with Section 4(b)(vi) of the DRI Enabling Regulations, the Regulatory Committee reviewed the proposed change of use to determine the scope of the project review,which may be limited to those RPP issue areas where the impacts are more detrimental (quantitatively and/or qualitatively) than the immediate prior use. The Regulatory Committee did consider whether the project's impacts involve deviation from the minimum performance standards (MPS) of the RPP in determining the scope of DRI review. The Committee, in making its determination, considered the resources protected by the Act and the RPP. The Regulatory Committee finds that the project does not present nor will it result in impacts that are more detrimental than the immediately prior use in any RPP issue areas. F-G3. The proposed project is to be constructed according to the following plans: ■ Site Construction Plans, Shallow Pond Center Redevelopment Project Proposed Office Building, prepared by Baxter Nye Engineering & Surveying as revised 12/20/06 and dated as received by the Commission on 12/27/06, sheets C-1 —C- 15. ■ Floor plans, roof plan and exterior elevations for the Proposed Shallow Pond Center,prepared by Brown Lindquist Fenuccio &Raber Architects, Inc., dated Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 7 of 15 12/18/06 and dated as received by the Commission on 12/27/06, sheets Al.1, A 1.2,Al.3, A2.1 and A2.2. F-G4. Findings F-WR4, F-NR2, F-T4, F-T6, and F- HM3 below indicate that the Commission is relying on the Town of Barnstable's local review process through both Site Plan Review conditions and the Conservation Commission's Order of Conditions to ensure that certain components of this proposed project are executed according to the application reviewed for this Decision. Water Resources Findings: F-WRL The project is located in a water quality impaired area, a wellhead protection area that supplies drinking water to Barnstable Village, a marine water recharge area that discharges to Barnstable Harbor, and a freshwater recharge area that drains to Shallow Pond. Each of these areas is defined in the water resource section of the RPP. Impaired areas that are also in sensitive water resource areas are further classified as water quality improvement areas in accordance with,MPS 2.1.1.2.E. Water quality improvement is a major goal in water quality improvement areas. F-WR2. Certain project characteristics enable the project to result in less detrimental impacts to water resource than impacts of the prior use (including a significant reduction in nitrogen loading to groundwater) including: • The proposed reduction in Title-5 wastewater flows from 5,060 gallons per day (gpd)to 1,300 gpd; • The proposed elimination of septic system components within the 100-foot wetland buffer adjacent to Shallow Pond; and • The proposed improvement in the management of stormwater, including use of biofiltration and stormwater infiltration that eliminates overland flow of stormwater runoff to Shallow Pond from roof and paved surfaces for storms not exceeding the 25-year event. F-WR3. The Commission further finds, as required by Section 4(b)(vi) of the Commission's Enabling Regulations,that the project deviates from MPS 2.1.1.2.B.1, which states no subsurface disposal systems shall be permitted within 300 feet of maximum high water of freshwater ponds. The proposed standard Title-5 septic disposal system is located within 200 feet from Shallow Pond and a proposed stormwater infiltration basin is located within 100 feet of Shallow Pond. This deviation from the minimum performance standards does not preclude the projects ability to result in less detrimental impacts to water resources as noted in Finding F-WR2 than the immediate prior use. F-WR4. A November 27, 2006 memorandum from the applicant and a hand-out submitted to the Regulatory Committee on December 11, 2006 commits the applicant.to a program that precludes the use of pesticides and fertilizers within the 100-foot wetland buffer. This prohibition on pesticide and fertilizer use within the 100-foot wetland Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 8 of 15 v buffer is incorporated as a special condition of the Barnstable Conservation Commission's Order of Conditions. Natural Resources Findings: F-NRL The Natural Heritage and Endangered Species Program has provided written comments that the.project will not have adverse impacts on rare species or their habitats based on proposed site changes that will include a single footpath access to the pond shore and to a single existing dock. Proposed revegetation of the pond shore buffer area may also reduce impacts to rare species habitat by limiting pond shore access. Consequently,the Commission finds that impacts from the proposed development are not more detrimental with regard to rare species habitat than the immediate prior use. F-NR2. The applicant has proposed to monitor and manage invasive species within the pond shore buffer area for the next five years, which is an improvement over existing conditions where invasive species may threaten rare species. This proposal is required through a special condition of the Barnstable Conservation Commission's Order of Conditions. F-NR3. Through revisions to building and parking location,the applicant has demonstrated that the proposed development will have no greater impacts to the 100-foot wetland buffer area than exist presently on the site. In addition,the proposed building will be located outside of the 50-foot wetland buffer area, an improvement over existing conditions where a portion of the building is presently located within the 50-foot wetland buffer. Maintaining a 50-foot undisturbed wetland buffer is consistent with the Town of Barnstable's wetland regulations. Transportation Findings: F-T1. A letter from the applicant's consultant dated July 20, 2006 addressing the project's trip generation has been received and reviewed by the Commission staff. The applicant's transportation engineer states the following change in trip generation for the change of use: Use Daily Trips AM Peak Hour of PM Peak Hour of Street Traffic Street Traffic Motel 259 21 22 Office 191 27 26 NET -68 6 4 The analysis is based on the Institute of Transportation Engineer's(ITE) Trip Generation manual. Commission staff reviewed the ITE manual information and the applicant's analysis agrees with the average trip generation information in the manual. However, the manual also provides formulas for calculating trip generation Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 9 of 15 and additional peak hour of trip generator information. The DRI transportation technical bulletin requires use of these formulas where appropriate. Based on these established Commission procedures, Commission staff calculated the following trip generation changes for the development: Use Daily Trips AM Peak Hour of Trip PM Peak Hour of Generator Trip Generator Motel 279 .26 35 Office 346 27 26 NET 67 1 -9 Consequently, the change of use will likely have very little, if any, effect on peak hour traffic. F-T2. Currently, the motel has access on Old Strawberry Hill Road and on Route 132 through an existing business in front of the site. While the business on Route 132 will remain, the new office building will not have direct access to Route 132. Instead, it will have a single driveway on Old Strawberry Hill Road. Consequently, a decrease in traffic at the Route 132 driveway can be expected and is found to be a benefit of the redevelopment. It should also be noted that Route 132 is scheduled to be widened to four lanes with a median that will partially restrict access at the Route 132 driveway. Access from Old Strawberry Hill Road will provide full access to the development even with the Route 132 expansion completed. Also, due to the access reconfiguration, the project complies with the RPP standard requiring use of secondary road access wherever available and appropriate. The new driveway for the development will be located as far as possible from the Old Strawberry Hill Road and Route 132 intersection. However, the existing driveway on Old Strawberry Hill Road, which is closer to the intersection, will remain due to an access easement owned by the property owners of the business in front of the redevelopment site. Other properties to the west of the development property can also .be accessed through this easement and the easement will be usable after the redevelopment. Only limited information is available to estimate a level of service for the proposed office driveway. However, based on estimated trip generation from the office and from counts at the Route 132 and Old Strawberry Hill Road intersection, the driveway should operate at Level of Service C or better, which is considered acceptable, and which is not more detrimental than the immediate prior use. F-T3. No crash history for the current development driveways could be found in a brief review of the state crash database. The intersection of Route 132 and Old Strawberry Hill Road experiences about two crashes per year on average. This is below the level that requires further review under the.RPP. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 10 of 15 In compliance with RPP standards, the site utilities will be placed underground. F-T4. The RPP requires stopping sight distances to development driveways be sufficient to meet the requirements of the American Association of State Highway Transportation Officials (AASTHO). Commission staff conducted a preliminary review of the sight distances to the proposed driveway. From the north, it is about 180 feet from Route 132 to the approximate driveway location. .Drivers turning onto Old Strawberry Hill Road have clear vision to the driveway location. This sight line is sufficient to 25 mph. Traffic turning onto Old Strawberry Hill Road will likely be traveling 25 mph or slower, and thus the sight line from Route 132 should be sufficient. The actual sight distance may be decreased in the future when Route 132 is widened to four lanes. From the south, about 330 feet of sight distance to the driveway exists. A downward slope, curve, and heavy vegetation prevent a longer sight distance. The sight distance is sufficient to 40 mph, which is higher than most vehicles appear to travel on Old Strawberry Hill Road. Thus, this sight line should be sufficient. The applicant should be required to have the sight lines to the driveway certified in a letter signed and sealed by a registered Massachusetts Professional Engineer once the driveway is substantially completed but before the building is occupied. The applicant. has agreed to meet this provision as a condition of Barnstable's Site Plan.Review to ensure compliance with this finding. F-T5. The RPP limits parking to the amount required by town zoning or a higher number if justified in an objective study. The site layout shows 64 spaces. The town requirement is 58 spaces. A review of data in the ITE Parking Generation manual shows 70 spaces would likely be occupied at the parking peak. Consequently, the 64 spaces can be justified. F-T6. The project is slated for professional office use only, the Cape Cod Commission is cautious of the trip generation that may result from conversion to retail, medical or dental offices. The applicant has agreed to prohibit drive-through facilities,retail, medical or dental offices. To ensure this prohibition, the Town of Barnstable has prohibited these uses through a condition of Barnstable's Site Plan Review process. Economic Development Findings: F-ED1. MPS 3.3.1 requires applicants to provide economic data from which the Commission may determine the economic impacts of the proposed project. Given that this is a change of use proposal, the applicant has generally complied with this standard and the information supplied is outlined in the following economic development findings. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 11 of 15 F-ED2. The proposed project is located within a certified Growth Center (the 1998 Barnstable LCP designates this project area as within the Route 132 Regional Commercial Center). MPS 3.2.1 specifies the incentives to be provided to this project since it is located in a certified growth center and no further justification for its location is required under MPS 3.2.2. F-ED3. This project will add 17,338 square feet of professional office space to the market. The applicant characterizes this new space as "high end" and to be a commodity in limited supply in the region. The applicant did not provide written information in support of this statement and a brief review of the current commercial real estate available was inconclusive. Without further information, the Commission considers the impact to the regions' real estate market neutral. F-ED4. Generally,the types of employment planned as a result of this redevelopment will require higher skill levels and therefore provide higher salaries than those associated with the immediate prior use as a motel. According to the applicant, this project will provide office space to an existing employer in the Town of Barnstable. Thus, this project will not directly increase regional employment. The project may slightly alter the employment mix by creating more office space while reducing motel space, but without information on the current use and on the re-use of the space to be vacated by the expected tenant, this is speculative only. The Commission therefore considers the long-term impact on employment diversity (RPP Goal 3.3) to be neutral. F-ED5. As shown by the applicant,this project will increase the assessed value of the property, thus resulting in higher property tax revenues for the town(see chart below). This project will result in the loss of future room tax revenue to the town and region, as the property will be shifted from a motel use to office (see chart below). . Revenue Sources Current use Proposed Use Estimated Net (Est.) Change Property tax(2005) .$1,008,700 2,908;103 1,899,403 Rooms Tax 2004 Not provided $0 The Commission is unable to calculate the net fiscal impact (revenues generated minus public services required) for the proposed use versus the current use with the information provided. Without further documentation, the Commission finds that the net fiscal impact of the project is unknown. F-ED6. The Commission finds that changing the use of this site from motel to office has the potential to create the types of jobs encouraged in the RPP, although the project proposed will involve some shifting of existing jobs (as explained above in F-ED4). The Commission also finds that while the site is located in a certified growth center, the change acts overall to perpetuate auto dependent sprawl and detracts from rather than revitalizes town centers, which in this case is the Hyannis Growth Incentive Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 12 of 15 Zone. This finding reflects the concern expressed in the Barnstable LCP that "Originally developed piecemeal,this area [the Route 132 Regional Commercial Center] has initiated disinvestment in Main Street,Hyannis" (pg. 1-54, 1998 Barnstable LCP). Hazardous Materials/Waste Findings: F-HM1. The project site is located in an existing Wellhead Protection Area as mapped for the 2002 Regional Policy Plan. Information from the applicant's attorney (July 2006) on hazardous materials,particularly from the swimming pool, indicates that approximately 100 gallons of liquid chlorine pool shock, 40 gallons of muriatic acid and 6 quarts of algaecide are attributable to the project site. In terms of hazardous materials or wastes brought to the site as a result of the proposed project, the new septic system will be a standard Title 5, and will not require chemicals to function. F- HM2. In order to protect the groundwater and adjacent pond,the applicant has agreed to place the following language into any lease used for the site in order to control hazardous materials and waste on site: "To protect the public drinking water supply from potentially hazardous materials associated with specific land uses,the following uses are prohibited on the site: landfills, open dumps;junkyards; automobile graveyards; underground fuel storage tanks; storage for resale of heating fuels (e.g., gas, oil, coal and kerosene); metal plating, finishing or polishing; boat, motor vehicle and aircraft cleaning, servicing or repair; dry-cleaning processing establishments; storage, use,treatment, generation or disposal of hazardous materials or hazardous wastes except in a household quantity, or for emergency power or heating of a structure. Also prohibited on the site is any use that involves as a principal activity the use, generation, storage, treatment, transportation or disposal of one or more hazardous materials or hazardous waste." In addition to the incorporation of such language, the applicant will need to take steps during construction to protect the groundwater and adjacent pond from releases resulting from construction equipment fueling or maintenance. F-HM3. Based on the RPP definition of a hazardous material, the application shows that the proposed office building would have less hazardous material than the existing motel. Therefore, the proposed project is not likely to pose impacts that are more detrimental than the immediate prior use in the area of hazardous materials and waste management. This finding, however, is made without knowing what the building's final tenants will be. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 13 of 15 v Community Character Findings: F-CCL MPS 6.2.7 requires parking to be located to the side or rear of a building in order to promote traditional village design in commercial areas, unless such location would have an adverse or detrimental impact on environmental or visual features on the site, or is infeasible. The project site is located in the B Business and HB Highway Business Districts. The zoning for these districts requires a minimum 100-foot front building setback. The existing motel is located approximately 40 feet from Route 132, with parking located to the side of the building. Parking for the proposed office. building is located in front with the building set back over 210 feet from the zoning district boundary. This location is inconsistent with MPS 6.2.7. An alternative site design would result in parking spaces and/or wastewater and stormwater disposal systems in closer proximity to Shallow Pond, resulting in an adverse or detrimental impact on environmental features on the site. F-M. MPS 6.2.8 requires that redevelopment of existing strip development provide adequate buffers between parking areas and the street, and significant improvement to interior parking-lot landscaping, as well as faVade improvements and frontage buildings, as necessary, to improve the visual character of the site. The proposed project will improve the existing site design with the provision of a landscape island within the parking area and vegetated buffers along the side and front property lines. A 4-foot high earthen berm is also proposed along a portion of the front buffer area to Route 132. The applicant has incorporated bio-retention into several of the perimeter buffer areas and within the center landscaped island. Plant materials are generally adaptable to the site and conditions found within these bio-retention areas. F-M. The proposed office building is a two-story structure that incorporates traditional Cape materials and roof forms that are generally consistent with the architectural standards of the RPP and the Commission design guidelines. The building footprint is under 10,000 square feet, and the proposed arrangement of the cross gables and the use of different siding materials provides variation in the facade. F-CC4. The massing of the proposed structure, while larger than the existing buildings on site, will be partially screened from view by an existing small frontage building on an adjacent parcel and by the proposed on-site landscaping. F-CC5. Proposed exterior lighting consists of 8 pole-mount "shoebox" style parking lot lights, 8 "lantern" style wall-mount fixtures, and 7 recessed fixtures. These proposed lights meet standards 2.1 to 2.4 of the Cape Cod Commission's exterior lighting Technical Bulletin 95-001 (as revised). However, the new pole-mounted lights will be on 30- foot poles with a 2-foot base, for a finished height of 32 feet, which is in excess of the 20-foot height set by Technical Bulletin standard 2.5. It is not possible to determine if the all the lights selected will conform to the Technical Bulletin's 8.0 foot-candle maximum.Based on this, it is not possible to definitively determine if the project's Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 14 of 15 exterior lighting will have an overall positive or negative impact on community character. F-CC6. The applicant has not yet proposed freestanding or building signage, however has stated that when designed it shall comply with MPS 6.2.11,which prohibits internally lit or flashing signs. CONCLUSION Based on the findings above, the.Commission hereby determines that the proposed change of use at 1471 Iyannough Road (Route 132), Hyannis, MA is not subject to mandatory review as a Development of Regional Impact(DRI) in any Regional Policy Plan issue area in accordance with Sections 3 & 4 of the DRI Enabling Regulations because the impacts of the proposed project are not more detrimental than those of the immediate prior use. Prior to the issuance of a Certificate of Occupancy from the Town of Barnstable,the Applicant must receive a Certificate of Compliance from the Cape Cod Commission. This provision is necessary to ensure that the project for which the Applicant received a Limited DRI Determination Decision(of no mandatory review required)was constructed according to the proposed plans referenced herein in Finding F-G3 and is consistent with all Findings of this Decision. The Applicant shall provide a minimum of fifteen (15) business days notice of the intent to seek a Certificate of Compliance from the Commission. The Commission hereby approves the application of Shallow Pond Professional, LLC for the proposed change of use redevelopment project to proceed without mandatory DRI review. This decision is rendered pursuant to a vote of the Cape Cod Commission Regulatory Committee on January 8, 2007. a Date hairman o e Regulatory Committee COMMONWEALTH OF MASSACHUSETTS Barnstable,ss y S 12007 Before nie,the undersigned notary public,personally appeared Mr.Jay Zavala, in his capacity as Vice Chairman of the Regulatory Committee,whose name is signed on the preceding document,and such person acknowledged to me that he signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was LI photographic identification wio. signature issued by a federal or state governmental agency, LI oat ffirmation a credible witness,or personal knowledge of the undersigned. My Commission Expires: Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU0601 OFFICIAL SEAL. April 2,2007 DORR STEVEN FOX Page 15 of 15 NOTARY PUBLIC • MASS. BARNSTABLE COUNTY Y Comm. Expires April 11, 2008 EMI)h 8 a , °Ft► tti Town of Barnstable ASS. ' Board of Health y MASS � 1659. PlfOMAla' 200 Main Street, Hyannis MA 02601 office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi April 30, 2007 Matthew W. Eddy,P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis,MA 02601 Dear Mr. Eddy, On February 14, 2007, the Board of Health agreed with your analysis in regards to construction of a septic system without innovative alternative(I/A)technology at 1471 Iyannough Road;Hyannis. You are, therefore, granted permission to design an onsite sewerage disposal system without I/A technology for the proposed redevelopment of the Rainbow Motel to a professional office building at 1471 Iyannough Road,Hyannis. ti Permission is granted because the design flow for the office building of 1,300 gallons per day is a significant reduction from the existing flow of 5,500 gallons per day. Also,you demonstrated through a cost/benefit analysis that at a cost of$ 187,500 over a 25-year life, it w uld only provide an 11.8%reduction in nitrogen(9.75 mg/l vs. 7.23 mg/1). Since el yours, Wayne iller, M.D. Chairman Q:\WPFILES\1471 Iyannough Rd Hy Eddy.doc DATE: X) II FEE: KABIL �ASIi91]�Be.E. • - - 1639. MC. BY Town of Barnstable y SCHED_ DATE: ..Board of Health ? 200 Main Street,Hyannis MA 02601 Office: 508-862 4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: lw l l wmincwh gwd , Hear on i 5 Assessor's Map and Parcel Number.254Iy- - MZSize of Lot: �p Wetlands Within 300 Ft. Yes X_ Business Name: `7�xkkCw (A No Subdivision Name: n i n_ APPLICANT'S NAME: S1 OAU ptDkosaoLLU. Phone 50 L1 -L13 � Did the owner of the property authorize you to repr ent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON R1) Name: S•�. DPVb-es uc. Name: HQfthew V4 EA �atr N�e En 1�1� Address: � 'S 2 Address: � � � 1�� �w'1 U �� Nu nn , b (0()4 81�yt�t ��. Nunnnls 02(�0 Phone: � � �,(pZ^1300 Phone: l +I r+ VARIANCE FROM REGULATION(Lw Reg.) REASON FOR VARIANCE(May attach if more space needed) �- .dam n„-,•� at. � is NATURE OF WORK: House Addition 1300000 House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) / Please submit copies in 4 separate completed sets V Four(4)copies of the completed variance request fonn Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted.(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request. Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage-regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee.only]',and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J_Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C 0 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,P Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax:(508)771-7622 January 12,2007 Board of Health c/o Mr.Thomas McKean,RS,CHO,Director Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Phone: (508)862-4644 RE: Shallow Pond Center Redevelopment-1471 Iyannough Road,Hyannis,MA— Proposed Redevelopment of Rainbow Motel to Professional Office Building BN Job#2005-103-3 Dear Mr. Chairman,Board and Mr.McKean: On behalf of my client, Shallow Pond Professional,LLC,Baxter Nye Engineering&Surveying is following up to our prior meeting with the Board on June 13,2006. At this meeting,the Board had reviewed our proposed redevelopment project of the Rainbow Motel site to a professional office building and requested a cost/benefit analysis of the septic systems. Since this first meeting,we have been in the process of obtaining Cape Cod Commission(CCC)approval, which is required before any Town Agency can take final action. We received final CCC approval on January 8,2007 and at this time we respectfully request final review of our project by the Board. A cost/benefit analysis has been performed addressing a standard Title 5 system vs. an I/A system as requested by the Board. The additional cost of an I/A system would be weighed against the benefit of reduction in Nitrogen,which would result from adding an I/A system. The total Nitrogen Loading analyses have been calculated in accordance with the CCC Technical Bulletin 91-001 "Nitrogen Loading". The following summary of the cost analysis and Nitrogen Calculations is provided(see attachments hereto for cost figures and nitrogen calculations): Estimated Cost Total Nitrogen State Drinking Water Loading for Site Standards for Nitrogen 10 m /1 Existing Rainbow Site— $0.00 21.49 mg/ Does Not Comply "Do nothing" Proposed Standard Title 5 $38,000 Complies System 1 I/A System(Amphidrome) $87,500 '7.23 mg/1 Complies —Total Cost—Standard +$7,500/yr System Plus UA treatment monitoring,operation and maintenance A comparison of this analysis yields the following: 1. Reduction in Nitrogen from existing conditions: a. Standard Title5 (as proposed): 54.6%reduction b. IA System: 66.4%reduction 2. Increase in Cost of the I/A System: a. The IA System is 2.3 times the cost of the Standard Title 5 System. b. The O&M cost is$7,500/yr,which equates to$187,500 over a 25-year life in today's dollars The Cost/Benefit summary shows that using an I/A System vs. a Standard Title 5 System only provides an additional 11.8%reduction in Nitrogen,while costing 2.3 times as much. If the cost of O&M over the life of the system is factored in,the cost is 7.2 times more expensive in today's dollars. Land Surveys • Site Design • Subdivisions 9 Septic Design • Wetland Filings • Planning January 12,2007 Board of Health Mr.Thomas McKean, III Shallow Pond Redevelopment- 1471 Iyannough Road,Hyannis,MA— I believe this analysis shows the benefit of adding an I/A system does not justify the additional cost. Additionally,the site Nitrogen load,using the Standard Title 5 System as proposed,meets the State Drinking Water Standards of 10 mg/l. DEP also confirmed that as a reduction in the design flow from the existing condition,the site is grandfathered from their Nitrogen Sensitive area requirements. As formerly stated,the proposed design flow for the office building is 1,300 gpd. This is a reduction in design of flow from the existing condition of 5,500 gpd(an approximate 76%reduction). Also,the Barnstable Growth Management Agency(GMA)"...supports the installation of a Title 5 Septic System at the site because the Town plans to provide public sewer service to the development site in the near future"(please see attached copy of letter from GMA,Ruth Weil). Again,we believe the proposed project has made significant improvements over the existing systems. The proposed project and septic systems has significantly mitigated negative impacts of the existing systems through both flow reduction,relocation out of the wetland buffers,and new system components designed meeting today's Title V requirements. We thank you for the opportunity to review this project with you. Very truly yours, Baxter Nye Engineering&Surveying M tthew Eddy, Managing Partner Cc: Mr.Patrick Butler,NMF Mr.John Shields File 0:\2005\2005-103\ADMIN\LETTERS\2005-103 Lb BOH approval request.doc Page 2 BARTER NYE ENGINEERING & SURVEYING 78 North Street, 3`d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 °F 7HE Tp� The Town of Barnstable '"Rhik '''.9Wr"B '� Growth Management Department Q� 1639.%. �� 367 Main Street, Hyannis, MA 02601 A?Fp�(A Office: 508-862-4678 Ruth J. Weil, Director Fax: 508-862-4782 Mr. Frank Hogan, Chair �d DRI Subcommittee, Shallow Pond Center Cape Cod Commission JAN - 8 2007 3225 Main Street Barnstable, MA 02630 8ARNSTABLECONSERVATION Dear Mr. Hogan: The Town of Barnstable is writing in support of the Shallow Pond Center development proposed for Route 132 in Hyannis (the "Project"). The Project will replace an existing, dilapidated motel, replace an existing failing septic system, and provide additional plantings to restore previously disturbed buffer area to Shallow Pond. As a result, I .support a determination that the project may proceed under Section 4(b) of the Commission's regulations as a redevelopment project that does not present increased impacts to the region. Under a Section 4(b) approval, the Cape.Cod Commission will not apply conditions of Project approval. As a result, this letter suggests areas where the GMD staff may suggest conditions of local approval for the Project. The Growth Management Department (GMD)received revised site plans revised December 20, 2006. The Project was informally presented to the Barnstable Conservation Commission and the Barnstable Board of Health and the proponent reported that both boards expressed support for the Project. GMD staff supports-the installation of a Title 5 septic system at the site because the Town plans to provide sewer service to the development site sometime in the near future. GMD staff will recommend that site utilities and site layout will not prevent (and would potentially enhance) future connection to public sewer as a part of site plan approval. GMD staff discussed traffic concerns with the proponent. The proponent has agreed with a Commission staff recommendation that no retail and no medical or dental office be located within the Project. The GMD staff supports such a condition as a means of limiting traffic congestion on Route 132. In addition, the proponent indicated that the new office building would not displace branch banking offices located within the Hyannis Growth Incentive Zone. No drive-through window is proposed, consistent with this representation. GMD staff will recommend a condition for site plan approval that no drive-through facility, no retail, and no medical or dental offices shall be located within the Project. The Project is located within the buffer to Shallow Pond. During Cape Cod Commission hearings the proponent agreed to limit the use of fertilizers and/or pesticides on the site, and to adopt an invasive species control plan. The adoption of a five year monitoring plan was discussed as a means of ensuring that new wetland buffer plantings establish and thrive. GMD staff will recommend to the Barnstable Conservation Commission that any Project approval include a condition prohibiting pesticide and fertilizer use,requiring an invasive species control plan, and establishing a monitoring plan for new wetland buffer plantings. Thank you for the opportunity to provide.these comments. S' er y, (Ruth Weil, Esq. Director of Growth Management Nitrogen Loading Calculations Job# 200 -103 Client Shallow Pond Professional,LLC bate: Revised 121712006 Project: 1471 lyannough Road(Rte.132) 1 Designed By: MWE LOADING CALCULATIONS PRE DEVELOPMENT CONDITION (NOTE:DOES NOT INCLUDE OFF SITE DRAINAGE AREAS) Type of usage: 1HOTEL Lot size: 1 81618 sf Impervious Surfaces: Roof Area: 7,677.00 sf Paving Area: 26,338.00 sf Natural Area: (equals Lot Area-Impervious Areas) 47,603 sf Lawn Area: (estimated) 40,233.00 sf Title V Flow: Actual: Type of use HOTEL 55060 Unit,per: Bedroom Number of units: 46 GPD t 10 Flow 5060 gpd Location: Bamstable Recharge concentration for: Barnstable 18 in/hr (Per Cape Cod Commission TB 91-001 Table 1) WASTEWATER: Design Flow Actual (not used with non-residential uses) Assume 2.5 eople/unit average occupancy(per CCC TB 91-001) 5060 gpd 0.00 gpd 3.785 Ugal 3.785 Ugal 0.00(2.5 people/unit x#of units/2 persons/bedroom x total# 19,152.10 Uday Recharge 0.00 Uday 35 mg/L Wastewater Concentration 35 mg/L Wastewater Concentration 670,323.50 mg/day Loading 0.00 mg/day IMPERVIOUS SURFACES Roof: 7,677 Roof area(sf) 40 Recharge off of impervious surfaces-in/yr 0.0065 Conversion to Liters per day(1ft/12 in x 28.32 Uft2 x 1 yr/365 days) 1,985.58 Uday Recharge 0.75 Recharge concentration-Roof runoff,mg/I (Per Cape Cod Commission TB 91-001 Table 1) 1,489.2 mg/day Loading Paving: 26,338 Paving area(sf) 40.00 Recharge off of impervious surfaces-in/yr 0.0065 Conversion to Liters per day(1 fill 2 in x 28.32 Ud x 1 yr/365 days) 6,812.06 Uday Recharge 1.50 Recharge concentration-Road runoff,mg/I (Per Cape Cod Commission TB 91-001 Table 1) 10,218-09 mg/day Loading. LAWN 40,233 Lawn area(sf) 0.003 Fertilizer concentration(3 Lbs/1000 sf of lawn) (Per Cape Cod Commission TB 91-001 Table 1) 1,243.84 Conversion:factor(1 yr/365 days 454,000 mg/lb) 0.25 Percent of flow leached into soil (Per Cape Cod Commission TB 91-001 Table 1) 37,532.6 mg/day Loading NATURAL 47,603 Natural area(sf) 1.50 Recharge for natural area(ft/yr) (Per Cape Cod Commission TB 91-001 Table 1) 0.0776 Conversion factor(28.32 litedd x 1 yr/365 days) 5,540.28 Uday Recharge SUMMARY Title V Total Loading= 719,563.34 mg/day Title V Total'Recharge= 33,490.01 Uday Tile V flow 21.49 ppm <5 ppm(milligramAiter)NOS N Target Concentration per Cape Cod Commission TB 91-001 Table 1 Actual INA FINAL CALCULATION NA ppm (Title V flow+Actual)12 Baxter Nye Engineering and Surveying 78 North St-3rd Floor,Hyannis,MA 508-771-75M Nitrogen Loading Calculations Job 1i 2005-103 1 Client: Shallow Pond Professlonal.LLC Date: Revised 1217t200t; Project: 1471 lyannough Road(Rte.132) Designed By.I MWE LOADING,CALCULATIONS POST DEVELOPMENT CONDITION! (NOTE:DOES NOT,INCLUDE,OFF SITE:DRAINAGE:AREAS) Type of usage: Commercial office Lot size: I 81618 sf Impervious Surfaces: Roof Area: 8,547.00 sf Paving Area 26,953.00 sf (The paving area inductee coverage by Pervious Pavers) Natural Area: (equals Lot Area-Impervious Areas) 46;118 sr Lawn Area: (estimated) 8,743.00 sf Title V Flow. Type of use Commercial offce Unit per. 1000 sf Number of units: 17,338 sf (office=gross floor area) GPD 0,075 (75GPD/1000 sf)) Flow 1300.35 gpd Location;' Barnstable !,Recharge concentration for. Barnstable ! 18 in/hr' (Per Cape Cod Commission TB 91-001 Table 1) WASTEWATER. Flow 1300.35 gpd Actual (not used with commercial/office) 3.785 Up-' Assume-2.5 peopl'efunit average occupancy(per CCC TB 91-001) 4.92 "Uday Recharge 0:00!gpd _35 mg/L. Wastewater Concentration 3.785 Ugal E�1-72,263.9_mg/day Loading. 0,4167(2.5people/6) 0.00 Uday 35 mg/L Wastewater Concentration 0.00 mg/day IMPERVIOUS SURFACES Root. 86547 Roof,area(sf) 40 Recharge off of impervious surfaces-intyr 0.0065 Conversion Io Liters per day(Tftl12 in x 28.32 Uct x 1.yr/365 days) 2,210.60 Uday Recharge_ 0.75 Recharge concentration-Roof runoff,mg/f (Per Cape Cod'Commission.TB 91-001 Table 1) 1,657.9_mg/d'ay Loading Paving: 26,953 Paving area(sf) 40.00 Recharge off of impervious surfaces-in/yr 0.0065 Conversion to Liters per day{1ft/12 in x 28.32 Uft x 1 yrM days) 6,971.t2 Uday Recharge 1.50 Recharge concentration-Road runoff,m9A (Per Cape Cod Commission TB 91-001 Table 1) 25.00% 'l.oad'mg Reduction for SWM Treatment Through Vegetated Areas (Cape Cod Commission Policy) 1.125 'Recharge concentration-Road runoff,mg/1(with 25%Credit Reduction) 7.842.5_mg/day__Loading —� LAWN'. 8,743 Lawn area(sf) 0.003 Fertilizer concentration(3 Lbs/1000 sf of lawn) (Per Cape Cod Commission TB 91-001 Table 1) 1,243.84 Conversion factor(1 yr/365 days x 454,000 mg I Ib). 0.25 Percent of flow leached into soil (Per Cape Cod Commission TB 91-Wl Table 1) 8-156:1 mg/daY. Load'mg NATURAL 46„118' Natural'area(sf) 1;.50, Recharge for naturall area,("r)i (Per Cape Cod Commission,TB,91`-001 Table l) 0.0776' Conversion factor(28.32 litedct'x 1'yN365 days) 5,367.38 Uday Recharge SUMMARY Title V Total Loading= 189,920.47 mg/day Title V Total Recharge= 19,470.92 Uday Tile V Nitrogen Loading Concentration. r 9.76 ppm j<5 ppm(m0ligramniter)NOrN Target Concentration per Cape Cod Commission TB 91-001 Table 1 Actual NA ppm FINAL CALCULATION NA ppm (Title V flow+Actual)12 Baxter Nye Engineering and Surveying 78 North St.-3rd Floor,Hyannis,MA 508-771-7502 Nitrogen Loading Calculations Job 0 2005-103 Client: Shallow Pond Professional,LLC Date:I Revised 12/7/2006 Project: 1471 Iyannough Road(Rte.132) Designed Uy.'j MWE LOADING CALCULATIONS POST DEVELOPMENT CONDITION USING IA SEPTIC SYSTEM-TREATMENT (NOTE:DOES NOT INCLUDE OFF SITE DRAINAGE AREAS) Type of usage: Commercial:office Lot size: 1 81,618 sf Impervious Surfaces: Roof Area: F 8,54T.W sf Paving Area: ! 26;953:Wsf (rhe paving area includes coverage by Pervious Pavers) Natural Area: (equals Lot Area-Impervious Areas) 46,118 sf Lawn Area: (estimated) 8,743:00 sf Title V Flow. Type of use Commercial.office' Unit per. 1000 sf Number of units: 17,338 sf (office=gmss floor area) GPD 0.075 (75GPDN000 at)) Flow 1300,35 gpd Location: Barnstable :Recharge concentration for. Barnstable 18 hmr (Per Cape Cod Commission TB 91-001 Table 1) WASTEWATER: Flow 1300.35 gpd Actual (not used with commercial/office) 3.785 Ugal Assume 2.5 people/unit average occupancy(per CCC TB 91-001) 4.921.82 Lids y Recharge 0'.00 gpd Use of IA Technology- Commercial Use 25 mglL Wastewater Concentration 3.785 Ugal L_123.Q45.6 mgJday Loading 0.4167(2.5 people/6) 0.00 Uday 35 mg/L Wastewater Concentration 0.00 mg/day IMPERVIOUS SURFACES Roof. 8,547 Roof area(sf) 40 Recharge off of impervious surfaces-inlyr 0.0065 Conversion to Liters per day(1ft/12 in x 28.32 Ud x 1 yrP365 days) 2,210.6D Uday _ Recharge 0.75 Recharge concentration-Roof runoff,mg/) (Per Cape Cod Commission TB 91-Ml Table 1) 1.657.9 mg/day_Loading' �] Paving: 266953 Paving:area(at) 40.00 Recharge off of impervious surfaces-intyr 0.0065 Conversion to Liters per day(111/12 in x 28.32 L/ft'x 1 yr/355 days) 8.971.12 Uday Recharge 1.50 Recharge concentration-Road runoff,mg/I (Per Cape Cod Commission TB 91-001 Table 1) 25.00% 'Loading:Reduction:for SWM:Treatment Through Vegetated Areas (Cape Cod Commission Policy) 1.125 'Recharge concentration-Road runoff,mg/F(with,251,6 Credit Reduction) 7,842.55_mg/day Loadi�Loading. LAWN 8,743 Lawn area(sf) 0.003 Fertilizer concentration(3 Lbs/1000 at of fawn). (Per Cape Cod Commission TB 91-001 Table 1) li,243:84 Conversion factor(1yrr365 days x454,00O mg;I lb) 0.25 Percent of flow leached into soil (Per Cape Cod Commission TB 91-001 Table 1) $156.1_mg/day Loading NATURAL 46,118 Natural area(sf) 1.50 Recharge for natural area(ft/yr) (Per Cape Cod Commission TB 91-Ml Table 1) 0.0776 Conversion factor(28.32 liter/d x 1 yr/365 days) 5,367,38 Uday Recharge SUMMARY Title V Total Loading= 140,702.22 mg/day Title V Total Recharge= 19,470.92 Uday Tile V Nitrogen Loading Concentration 7.23 ppm '5 ppm(milligramJli[er)N" Target Concentration per Cape Cod Commission TB 91-W 1 Table 1 Actual INA ppm i FINAL CALCULATION NA ppm (Tile V flow+Actual)12 Shallow Pond Center Redevelopment Project 1471 lyannough Rd, Hyannis, MA Construction Cost Calculation of Amphidrome Hyannis 11/28/2006 Basic On-Site Sewage Disposal System. 2007 Estimate Shallow Pond 17,338 SF 1300 gpd Basic System 1 Septic Tank $ 8,000.00 3,000 Gal 2 Pump Chamber w/Pumps $ 15,000.00 3000 Gal. 3 Force Main $ 2,000.00 68 LF 4 Leaching Field $ 13,000.00 1800 SF Basic System $ 38,000.00 Assumed a 10% Amphidrome System Additional Cost escalation in prices 5 Manhole for Amphidrome System $ 1,100.00 6 Manhole/Valve Pit $ 1,100.00 7 Shed for Amphidrome Controls $ 5,500.00 8 Amphidrome System w/Design by F.R.Mahony $ 25,300.00 9 Installation $ 16,500.00 10 Added Cost for Amphidrome System 49,500.00 GRAND TOTAL $ 87,500.00 Operation&Maintenance Costs for Amphidrome Wastewater Treatment Facility Tasks 1 Routine Plant Operation 2 Monthly Sample Collection&Monitoring 3 DEP Monthly Monitoring Reports Tasks 1 thru 3; Monthly Visits $ 400.00 Annual Cost $ 4,800.00 4 Operation&Maintenance per year $ 2,700.00 5 Total Monitoring,O&M Costs per year $ 7,500.00 Hourly Rate for Additional Sevices $ 70.00 TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: January 31,2007 To: Ms.Tina Fontaine Total No.Pages: Barnstable Board of Health BN Job No.: 2005-103 200 Main Street Hyannis,MA 02601 Subject: Abutter Notices for Variance Request Shallow Pond Center Redevelopment Phone: (508)862-4644 cc: We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet)_ ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Hand Delivery The following documents: ❑Prints/Plans ❑ Specifications ❑ Estimates/Proposal ❑ Change Order❑ Shop Drawings Reports/Calculations ® Other: DATE COPIES NO. PAGES DESCRIPTION 1/26/07 1 ea 3 Abutter Notification with Certified Mail Receipts 1/18/07 1 1 Owner Authorization letter These items are transmitted as checked below: ® For Your Use ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ®For Approval ❑For Distribution Remarks: Tina, Attached please f nc the abutter notification receipts along with a letter from the Owner authorizing Baxter Nye Engineering to representtihem. Ple se add this to your file for the BOH Variance Request,which is scheduled for February 14d'. Please cafine with 3 ny questions. Thanks again. s t" Matthew Eddy,P1. Managing Partner . /File Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. I:\document templates/transmittal template I U.S. Postal Service,r, P• Postal CERTIFIED ••stal RECEIPTm CERTIFIED MAILT. 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U Totr'^_.__ @ ru -tiuS'""'" Total F •' �.% n M Total Po^'-__..___ p m m Carol G.&David M.Jr.Curtis o �mT° Ellen set Centerville LLC Trust o tT° David W.Copeland ------ a 816 Old Strawberry Hill Rd.,lA e.Poar 357 ComJmercal St.,Unit 806 f� 3Yieet,A ..______ O orP< 1645 Newton Road r` L 817 Old Strawberry Hill Road - -- c Centerville,MA 02632 `' cfy sm Boston,MA 02109 Gry. Cotuit,MA 02635 ............ Centerville,MA 02632 U.S. Postal Servil •EU.S. Postal Servil i U.S. Postal ServiceTNI CERTIFIED MAIL. RECEIPT t„ N a"Iq "M CERTIFIED MAILT. RECEIPT Only,(Domestic Mail MAIL. RECEIPT r=1 r� ..CERTIFIED .. • (Domestic � � � � � oED :. Ln j �9 o � 9 � A � � � � �. a _ �: y � SAL USA Postaae -n 4.N _ s 'A Petri $ - Postage $ r carunaa ree •a Fo�ege a a Certified Fee volt Cerfified Fee Realm Certified Fee _. - '�` j O C3 Return Redel Fee -Return RedeOt Fee r 7�,ry=(Endorsement ` H0 e -• M \ a/FI'.'�'�Lp Realm Redepl Fee - .A)� O (Endorsemem Required) \_ �. 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Nere ,} p Restricted Derrvery Fee . ru Restricted D,,O Fee j. fL Restricted Delivery Fee „p (EtM.rs n Required) (Eiworsemem Requnet0 _ (Fsdorsement Required) ru ru rl Total Pest—&cows In Tow Po" -. e PS ul Total P------- sPS m sew r° o — �—'/ E3 sew e o Arthur G.&Sylvia E.Caiado E3 �'" ° Jocelyn N.Jones Juergen H.&Herta H.Keller r, ;; ... orpoodr` 65 East Lake Shore Trail r °°po, 4 Nevada Drive - " or Poe 134 Acre Hill Rd. cnr sn�e Glastonbury,CT 06033 .". prat Chelmsford,MA 01824 ""-� �ri S°Barnstable,MA 02630 U.S. Postal Service- (Domestic Mail Only,No insurance Coverage Provided) mCERTIFIED MAIL,,, RECEIPT U.S. Postal Service'r. •.CERTIFIEDCERTIFIED MAILT. RECEIPT MAIL- RECEIPT n p r -—---- - - -.. = (Domestic Mail Only;No insurance coverage Provided) (Domestic Mail Only;No insurance Coverage Provided) � � � 66l � �. . . , E D- $Postage OFFICIAL YS r I OF DIAL USE Certfied Fee Pos" S -0 $ (6qo flegrrtr� �z strhxedDmel' \ > Hen - o cemfied.Fee .n2E \ o CedmedFoe a5 MA n.,. ( ark e _ J (E"d0 p '� r�� Nero , 0O ReWm Reeelpt Fee i ru Reslddee Dervery rea CD U)i o -/ T°fai Pr'---..�..- Q ... (Errdmsemem RagWred) •'Z�� .-.• �/f r, Del ( RMgy= t ... Tow Postaaa&Feas .�. .-1y�� Total n.-...-•.r..- @ �• \�/ co sedro William L.&Sandra J.Hebenstreit o �,, , i In osP „�&5 Cedar Point Circle Colleen Harrington o Christine M.Higginbotham S. 171 - -cur z Centerville,MA 02632 P.O.Box 1163 r` ''*60 aro 816 Old Strawberry Hill Rd.,11A cffy:Sh'Barnstable,MA 02630 Centerville,MA 02632 "` ,y BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 ABUTTER NOTIFICATION LETTER Variance Request— Board of Health Town of Barnstable Date: January 26, 2007 Re: Variance Request As an abutter to the proposed activity, please be advised that a Variance Request has been filed with the Barnstable Board of Health. Additional details are below: Applicant: S.P. Properties LLC (owner) 1330 Phinneys Lane, Hyannis, MA 02601 Shallow Pond Professional LLC (applicant) 683 C Main St., Osterville, MA 02655 Project Location: 1471 Iyannough Rd., Hyannis, MA Assessor Map & Parcel: Map 253 /Parcels 014-XO1 and 014-XO2 Project Description: Demolition of existing Rainbow Motel and construction of new office building Applicant's Agent: Matthew Eddy, P.E. Baxter Nye Engineering & Surveying 78 North St. —3rd Floor, Hyannis, MA 02601 508-771-7502 Public Hearing: Town Hall Hearing Room—2"d Floor Town Hall, 367 Main St. Hyannis, MA 02601 February 14, 2007 Note: The plans and application describing the proposed variance are on file with the Barnstable Board of Health, 200 Main Street, Hyannis, MA. Cc: File 0:\2005\2005-103\ADMIMLETTERS\2005-103 L7 BOH Abutter Notification.doc Land Surveys 9 Site Design • Subdivisions • Septic Design • Wetland Filings • Planning 1- -20.07:FRI. 03:34 PM REALTY EXECUTIVES FAX NO. 5083621313 P. 02 January 18, 2006 Barnstable Board of Health 230 South Steed Hyannis, MA 02601 To whom it may concern: Sp properties,LLC owners of 1471 Iyanough Roan Hyannis MA 4rthorizes Matt Eddy of Baxter&Nye Engineering to represent their interest in regards to filing of any necessary permit requests at the Board ofmalth for the new construction project currently proposed by Shallow Pond Professional,LLC. If there are any additional questions or concerns, please feel free to conma me at 508- 362-1300. Sincerely - a - Direct r SP Properties,LLC TRANSMITTAL BARTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3nd Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: January 17,2007 To: Mr.Thomas McKean Total No.Pages: Barnstable Board of Health BN Job No.: 2005-103 200 Main Street Hyannis,MA 02601 Subject: Variance Request Shallow Pond Center Redevelopment Phone: 508 862-4644 cc: We are sending you R Attached ❑Under Separate Cover ❑Via Fax(No.of pages including Transmittal Sheet)__ ❑First Class Mail/Registered#: ;❑ Overnight ❑Pick up ®Hand Delivery The following documents: ®Prints/Plans ❑Specifications ❑Estimates/Proposal ❑Change Order❑Shop Drawings Renorts/Calculations ❑ Other. DATE COPIES NO. PAGES DESCRIPTION 1/12/07 1 1 Cover Letter 1 1 Variance Request Form 1/8/07 1 2 Letter to Mr.Frank Hogan from Growth Management Dept. 1 3 Nitrogen Loading Calculations 1 1 Cost Analysis 12/20/06 1 4 5 Site Construction Plans, C-1,C-2,C-3,C-5, C-6 These items are transmitted as checked below: ® For Your Use ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ®For Approval ❑For Distribution Remarks: Please call me with any questions. Matthew W.Eddy,P.E. Managing Partner MWE/icp /File Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. IAdocument templates/transmittal template �I Town of Barnstable BARN3l`ABL1v. M Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D.. July 12, 2006 Mr. Matthew Eddy, P.E. Baxter Nye Engineering & Surveying 78 North Street, 3rd Fl. �/ a3'G p Hyannis, MA 02601 RE: 1471 Iyannough Road, Hyannis="Proposed Office Building.`,,.. . k GZ a Dear Mr. Eddy, Thank you for meeting with the Board members on June 13, 2006 regarding the proposed office building at 1471 Iyannough Road, Hyannis, Massachusetts. During the-informal discussion, the Board members requested that you submit additional;_ information. This information is needed before the Board will make a final decision as to whether or not the Board would allow the new office building to be constructed without innovative/alternative ( VA)nitrogen reduction technology included within the onsite sewage disposal system. Please submit the following information: 1) Estimation of the costs associated with the construction of an innovative/alternative system versus the cost to construct a standard Title 5 septic system at this site. 2) Costs associated with operation and maintenance of an I/A system. 3) A nitrogen reduction analysis—A comparison of the amount of total nitrogen discharged in the effluent with the use of an I/A system versus the use of a standard Title 5 septic system at this site. It should be noted that the estimated wastewater discharge flow from the new building would be 1300 gpd, which is significantly less than the previous discharge flow (previously the Rainbow Motel) . However, the proposed discharge flow exceeds the maximum allowable wastewater discharge flow of 330 gallons per acre per day. Q:HEALTH/WP/EddyShallowPondOfficeBuilding Please submit the requested information and we will be happy to place this issue onto an agend of a regularly scheduled meeting in the future. Sinc r fy yours,. W e ller, M.D. Chairm BOARD OF HEALTH TOWN OF BARNSTABLE f Q:HEALTH/WP/EddyShallowPondOfficeBuilding � � y i� -,_ L BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,P Floor,Hyannis,MA 02601 Tel:(509)771 7502 Fax:(508)771-7622 June 2,2006 Board of Health cto Mr.Thomas McKean,RS,CHO,Director Barnstable Board of Health C -�"`r(,s-r 200 Main Street Hyannis,MA 02601 7 - Phone:(508)8624644 RE: 1471 Iyannough Road;Hyannis;MA-Proposed Office Building BN Job#2005-103 Dear Mr.Chairman,Board and Mr.McKean: On behalf of my client,Shallow Pond Professional,LLC,Baxter Nye Engineering&Surveying respectfully requests an informal review by your Board for a proposed office building project. The project is located at 1471 lyannough Road, Hyannis,MA and Old Strawberry Hill Road. We would like to discuss this project at your meeting on June 13,2006. The project site is the existing Rainbow Motel. Based on an inspection report performed by-Accu-Sepcheck dated May 17, 1999,the existing motel has 46 bedrooms plus office space. The report identifies a design flow of 5,500 gpd. This flow is handled by three different septic systems located throughout the site. Some of the systems are located within 100 feet of the wetland and pond at the back of the site. Portions of the systems are in failure and would have to be upgraded to continue the use. The site is within a State Zone II and a Town Well Head Protection(WP)overlay district. The site is also on public water. The proposed project is to eliminate the motel building and replace it with a professional office building. The proposed design flow for the office building is 1,300.4 gpd. This is a reduction in design of flow from the existing condition of approximately 76% The system proposed is a standard Title V septic system with a pump to lift the flow to the soil absorption field. The system is located entirely out of the 100 foot buffer for the wetlands. We would like to discuss with the Board the use of an Innovative and Alternative system(VA).The VA systems applicability would come from Section 232-5 of the Code,which identifies the requirement for"...new... systems..."to not exceed-330 gpd/acre,due to the site being in a Zone-11 and WP District. Since the site already has flow exceeding this requirement,we believe the site is"grandfathened'from this requirement. Section 232-8 defines"new systems" stating this does not include"maintenance,repair and alteration of an existing...system". Additionally,Article XIII. Section 360-37 requires VA systems for flows over 1,650 gpd. The proposed project does not exceed this threshold and therefore would not be required. We believe the proposed project has made significant improvement over the existing systems. The proposed project and septic systems has significantly mitigated negative impacts of the existing systems through both flow reduction, relocation out of the wetland buffers,and new system components designed meeting today's Title V requirements. We thank you for the opportunity to discuss this project with you and look forward to receiving your input. c-5 Very truly yours,. `= A Baxter Nye Engineering&Surveying ; ; - c.r; ;Zdy, . - vr Cc: Mr.Patrick Butler,NMF ` M Mr. John Shields File 0:\2005\2005-103\ADMI4\L.ETTERS\2005-103 Li BOH infombal revw IA system.d / Land Surveys • Site Design • Subdivisions • Septic Design • Wetland Filings • Planning Permit Number: 111 Z(,Po Date:- Completed by: —�5A.Iff HIGH GROUND-WATER LEVEL COMPUTATION Site Location: 1ZM14e& Lot No. Owner: Address: ! � ���u�� IZA k Contractor: Address: Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. .............................................................................. .Date Ab(o •Z mo th/ ay/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: AI W OAppropriate index well.................................................... OB Water-level range zone ..................................................... L STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ........................... �L Z2.2 mon h/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A),current depth to water level for index well (STEP 3), and water-level zone (STEP 213) 2 v► determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water ZI levelat site (STEP 1) ............................................................................................................. f TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: June 2,2006 To:Mr.Tom McKean Total No.Pages: Barnstable Board of Health BN Job No.: 2005-103 Town of Barnstable 200 Main Street Hyannis,MA 02601 Subject: Request Board of Health Review Proposed Office Building 1471 Iyannough Road Hyannis,MA Phone: 508 862-4644 cc: We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) E ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Hand Delivery ` The following documents: ®Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑Change Order❑ Shop Drawings n Reports/Calculations ® Other: High Ground Water Calcs DATE COPIES NO. PAGES DESCRIPTION . 05-31-06 4 7 C-1 through C-6 , — -en 1 1 High Ground Water Calcs 06-02-06 1 Cover Letter BOH These items are transmitted as checked below: ❑ For Your Use ❑As Requested ❑Returned For Corrections ® For Review And Comment ❑For Approval ❑For Distribution Remarks: Tom, As discussed,please schedule us for an informal review by the Board on June 13 to discuss the need for an I/A system. Please contact me with any questions. Thank you, Matthew W. Eddy,P.E. Managing Partner MWE/lah /File Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. L•\document templates/transmittal template Health Master Detail Page 1 of 1 Logged In As: TOWN health Health Master Detail Tuesday,Septen,iber 112012 Application Center Parcel Lookuo Selection Items Parcel Septic Perc Well I Fuel Tank Parcel: 253-014-XO2 Location: 1471 IYANNOUGH ROAD/RTE132,CENTERVILLE Owner: SHALLOW POND PROFESSIONAL LLC Business name: Business phone: Rental property: f71 Deed restricted: 17 Number of bedrooms :I— ___1 Contaminant released: r! Fuel storage tank permit: r Save Parcel Changes_ Return to Lookup Parcel Info Parcel ID: 253-014-X02 Developer lot:PART OF LOT 1B Location:1471 IYANNOUGH ROAD/RTE132 Primary frontage: Secondary road: Secondary frontage: Village:CENTERVILLE Fire district:C-O-MM Town sewer exists at this address:No Road index:0781 Asbuilt Septic Scan: 253014X02_1 253014X02_2 Interactive map:FE Town zone of contribution:SPLIT (parcel is split between districts and should be State zone of contribution:IN looked up on the map) Owner Info Owner: SHALLOW POND PROFESSIONAL LLC Co-Owner:C/O KELLER COMPANY Streetl:1436 IYANNOUGH RD/RTE 132, U3 Street2: City:HYANNIS State:MA Zip: 02601 i Country: Deed date:10/26/2007 Deed reference:22428/106 Land Info Acres: 0.58 Use: DEVEL LAND Zoning:SPLIT Neighborhood: CI03 Topography: Road: Utilities: Location: Construction InfolBuilding No ear Buil Gross ArealLiving Area Bedrooms Bathrooms Buildings value:$0.00 Extra features: $0.00 Land value: $89,900.00 http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=253014XO2 9/11/2012 dL AlmA .. «_Y _, 1ft �-Ki— map- j x � a .q.. r .' 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WATER TIGHT RISERS FINISHED GRADE WITH 59 LF OUTSIDE OF TANK TO BE 2 SCH W PVC: FINISH GRADE 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF (( NOT 3' 9' �•) COVER E>�oM6 / 36'MAX THE STATE SANITARY CODE DATED 4 21 06, AS AMENDED THROUGH THE DATE OF THIS dt COVERS WATER TIGHT: RISERS de D1!5CH1l1RGE PIPE INSIDE OF TANK TO BE FINISH FLOOR = 45.0 PROPS GRADE - 44.8t COVER. COVERS TO BE GALVANIZED PIPE. NOTES: 2' LAYER DOUBLE WASHED 3• TOPSOIL / / CENTERED OVER PUMPS SEE HYDR-O-GUIDE RAIL SYSTEM AS IDENTIFIED IN 1. ALL MATERIALS SHALL MEET H-20 STONE 1/8" to 1/2" - 2'Id PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. FINISHED PUMP SPECIFICATIONS HEREON) DISTRIBUTION LINES • GRADE OVER TANK = 44.5 LOADING REQUIREMENTS. , OVER 6 to' LAYER OF DOUBLE tMI1SMfD (NO SAGS- PROVIDE POSITIVE SLOPE BACK TO siOPIE 3/4• tD t t/Y 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. IN-�o.90 PUMP CHAMBER FOR DRAUNBA K) � E FRAME ��o� ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL TOP OF TANK a• 42.829 O COVER O GRADE \�� BY THE ENGINEER. •• COVERS SHALL BE VATEIMIT _ RISERS O �.' NV.OUT 40.65 IM . GRFJITER TWW 1 DAY (6)-•4 SCN 40 SLOTTED PVC • 4• SCH 40 .: •• ; PROVIDED ABOVE LEACHING FIELD CROSS•KMON DISTRIBUTION LINES O OZOX ! 4 SCH 40 PVC 2 GATE VALVE STORAGE L- 12' S-2.OX 1.0% MIN ALLOWED) t Mk (THtOTT m) RICH WATER ALARM GAL > 1,300 GAL (DESIGN f1.AIM) 3. WHEN CONSTRUCTION IS COMPLETED PRIOR BACK FILLING,.. GRADE OVER ' D. 80X - 46.LS TO BAC FlWNG, NOTIFY THE BOARD INV IN - 41.40 HOL s OUT-41.15 1493 GALS. - 24HR STORAGE H!"ATi R ALARM & LAO PUMP ON a• 38.82 OF HEALTH AGENT FOR INSPECTION. INN OUT • 41.64 R o _ 359 . 3832 TOP OF PfJIS1ONE ; • :; LEAD PUMP ON a _ 1/6 WEEP FIOLE :_ 359 GALS. -`PUMPS OFF a� 37.62 TOP OF D-BOX a- 43.84 ELEY - 43.13 i _. 4 SCH40 PVC �' 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS y; 4 CHECK VALVE PROPOSED FUVlSHEO .. TEE AND 'u" ,. r: 539 GALS. Law WATER ALARM a= 37.07 ' FIRST 2• (1,0'BE WAQ C tADE OVER LEACHING _ 46.Ot TO 43.98E COVER OTHERWISE NOTED HEREIN. REINFORCED CONCRETE 539 GALS. TANK INVERT EL- 36.32 < LONGESi DISTR. LINE: - 68 LF 9 (MIN.) f • ,.. . . . . . 2` 4 SOH. 40 PVC o 1.00% MIN m SAS 2- LAYER 1 8 TO 1 2 STONE 3M3 (MAX) 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE _C HORIZON . FOR A HORIZ. X PREICAST" ..,`r Y SCH 90 INV 01-433.011 DOUBLE DISTANCE OF 5 SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND EFFLUENT 'TEE" STONE BASE 6' SUMP -MNV OUi• 42.93 1wsHm SinNE INV- 4LU PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. FILTER TO BE INLET TEE TO 1 • • : • -(3/4 to 1 t/27 ' f :: PROVIDED (ZABE1. ABOVE OUTLET ELEVATION • . � r••. ,.�• INVO 41A 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3 OF 4,000 GALLON TWO•COMPARTMENT OR APPROVED 3,000 GALLON PUMP CHAMBER .. - . EQUAL) COVER. I SEPTIC TANK H2O LOADING) (H20 LOADING) L( 6°CRUSHED MN• 4 63 -4 OR ROTONDO S'T6X16-3 OR EQUAL. 2. ' EXISTNiG 906S � BE REMOVED TO THE � HORQON" 4 SCH 40 SLOTTED ROTONDO ST 6X16 EQUAL TO BE NrSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE STONE PVC PIPE S-.005 7. THE SEPTIC SYSTEM DESIGN DOES N INCLUDE GARBAGE GRINDER DISPOSALS. SEM TANK TO BE INSPECTED O CLEANED ANNUALLY PUMP dt TANK TO BE NLSPECiED & CLEANED ANNUALLY • ADJUSTED HIGH GROUNDWATER ELEV. +■ 36.88 1ST COMPARTMENT 667 GAL PROVIDE FOR 4 DOSES PER DAY AND DRAINBACK OF 2 FORCEMAIN. ( 2, ) _ 8.'CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT,1-8$8-DIG•-SAFE) AND GAL DOSE VOLUME 325 GAL. + 11 GAL 336 GAL MIN. < 359 GAL DOSE PROVIDED *SEE HGW CALCS ON SHEET C 3 (2ND COMPARTMENT 1,333 ) UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE DISTRIBUTION BOX(H20 LOADING) THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE CT 1. 2 PUMPS DL1PLDc - PUMP OPERATION SHALL ALTERNATE. ROTONDO DB-7 OR EQUAL SOIL ABSORPTION SYSTEM (SAS)LEACHING FIELD(IYPM,AL) 2. ALARMS TO BE ON ARATE CIRCUIT FROM PUMP. LOCATION. BOTH HORIZONTALLY AND VERTICALLY, OF.ALL EXISTING UTILITIES BEFORE TO BE MMSTALLED ON A LEVEL. STABLE BASE +,;, 3, 1 AUDIO AND i VISUAi.ALARM REQUIRED. 6 OUTLETS REQUIRED NT5 THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE 4. MOUNT ALARMS ON BIDING INTERIOR. SHOWN IN AN APPROXIMATE WAY ONLY MAY NOT B LIMITED T H WN N E0 THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE -OWNER OR ITS \ \ \ ,,/' f REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND P LEACHING AREA REQUIREMENTS ,-- ,.- \ - PARKING RK I as t ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO � \ f Pt� NG / NITROGEN LOADING LIMITATION. NA \ \ \ \ � �• / � LOCATE.THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN t \ ! / \ { COMMERCIAL 17 338 GROSS FLOOR. AREA 1 \ �, r :.: dam- ! \ INFORMATION, THE`CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS VERIFY IN FIELD THE LOCATION INVERTS .075 x 17.338 S.F. 1.300.4 1 !; UP �{ r R \ / , r �- _� -- - P \ OF ELECTRIC GAS TELEPHONE & DATA/COMM COMM AND RELOCATE IF CON TING WITH OW = 1 300.4 GPD t � \ � .. r-- `�PQ �s / .' . ., � FLIC TOTAL DESIGN FL �, /'� r �c �o \ \ , ! 4s-- t* N, \ PROPOSED INVERTS P THE ENGINEERS DIRECTION. THE CONTRACTOR _ ( r- _ = M� ` �- cT PER D CTIO E CO CTOR SHALL GAGE GRINDER NOT INCLUDED NIA _/ GAR ) / o /'., .r s , r� , PRESERVE ALL UNDERGROUND'UTILITIES AS REQUIRED. *'C L 3 , _ CLASS 1 � \ \ .- .... � t , <5 MIN INCH T . C RATE .. , PER / ( ) � , ✓ 9 r \ \ t .74 GPD S.F. r , 9. THE PROPOSED UTILITY CONNECTIONS .SHOWN `HEREON ARE SCHEMATIC. ` FINAL LiAR 0 \ . \ \ r _ r ` � LAYOUT SHALL BE AS DETERMINED BY THE.APPROPRIATE UTILITY COMPANY. Al A_ MIN LEACHING AREA OF SAS, REQUIRED. t e M1 .d• I S.F. IN. O PD .F: 1757.2 r r•• 1,300.4 GPD 0.74 G S \ G ` i 1 t .. p 4 Q � ,PROPOSED SYSTEM. 1 \ ,i- ✓' r ,, ,, ,i J.- PLAN 800K 539 AGE 2 �, y \ ; 1 ,! s f/ t / ,. r .4 MAP 253' PARCEi_ 014 X04 � \ , LEACHING BED t ` ./"� PEMAIM t . .. RIiv1 �, . � PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT AND CONTROLS SHALL'BE PROVIDED IN LEACHING BED AREA. /50 X 36 1 800 SF , ,r ,. 4�:3s N/F FRANK R. �ncoc�Nou��1 .. , ,.- r � \, ,. ACCORDANCE WITH ALL THE PLAN INFORMATION, MANUFACTURERES RECOMMENDATIONS. :. , AND SPECIFICATIONS HEREIN. _ - GPD 0.74 GPD SF 1 332 SYSTEM DESIGN CAPACITY 1,800 SF x / / - - , ; .... ... , \ THE PUMPS SMALL BE RATED TO DELIINER. 1 k C, 1 t EXISTING BUILDING { • _- - t E 49 GPII O A TOTAL DYNAMIC HEAD OF 13.3 FEET 6t OF PASSING 1-1 4 DIA r ... + �. ... , CAPABLE NG / .- No. 1481 { �< v SOLIDS (MINIMUM). - cr >k_ ... ® \ PER Gi5 .r u+ G' __� I' TS TO � UIVIPED _ \ C i -,_ POSTING C COMP EN T 1 \ `"o O cn . .. � '"� -- �• � ,� .. ,. CO. THE PUMP:SYSTEM SHALL-BE THE HYDtROMATIC SUBMERSIBLE SEWAGE EJECTOR'PUMPS OM CRG Ed' IN PUAM a`� \ \ `{ ,lr, , T3 b 100 OFFSET F �,]I„1•EO-1MTPT N Z�711 "�R. r r r �. \ \ � ., y `:; MODEL SKV40 RATED AT 1550 RPM 11 P 230 VOLT OR EQUAL THE PUMPING I WETLAND FLAG LNa(E .;,rrr •.,r WE r 'SYSTEM TO BE.PROVIDED AS A OUPLEXING PACKAGE. TO INCLUDE THE 'u >:' \ o -----y--'` t` HIYDROMATIC HYDR-O-GUIDE RAIL SYSTEM, FOR A CONCRETE PUMP CHAMBER OR EQUAL\fI i *1 �'� . PER MANUFACTURERS SPECIFICATIONS INCLUDING, BUT NOT LIMITED T0: WATERTIGHT ACCESS HATCH GUIDRAI DISCHARGE ELBOW ASSEMBLY VALVES LIFTING CHAINS MOUNTING BRACKETS, FLOATS PIPING). ALL DISCHARGE PIPING WITHIN PUMP CHAMBER ! LNG „ SMALL BE GALVANIZED PIPE AS NOTED IN THE HYDR-•0-GUIDE RAIL. SYSTEM UP TO r -•., `-\ ./ \ -1 � THE TEE.WHERE THE 0��(�1ARGE PIPING COMBINES INTO THE SINGLE F'ORCEMAIN. THE ' / _ ;.•F, ' r,-r-- r 3 -- �,,.: TP I�2 ` \ 3D� �, �-' �' _ CHANGE IN PI FROM GAIN. In THE SCH80 FORCEMAIN SHALL OCCUR WITHIN THE � PUMP CHAMBER.:THE DISCHARGE PIPING SHW1 BE SECURED TO THE PUMP CHAMBER r �� � ' TO NG OF PIPE CONIN ONS T 'A ROMATI. _ .. \ ws PREVENT DISLOOd _CTi A BENDS AND TEES. HYD C N 3 � _ o -. �� �.. _ Q PANEL OR EQUAL'SHALL'BE PROM 1:'AR INTERIOR BUILDING M<"a NG � - -•. - PLAN f300K 539 PAGE 4 _.. 4. 3 _ \ a •'S� tt.'"lF1CAlTONS"PRth91 ,' t Pfu3N'�- t ... ry ' 4x \ ,n (' RCE 0 02 � _ . MAP 253 A L � . t ... , � w � , a. _ . r S. P. PROrE•F�TIES LLC w ., , NrF ; ti .,•„ \ COIIITRACTOR T+D 5U8MiT:P4�MP��C:LIRV�-•.�1L?.�MANUF'ACTURER DAtA/SPECIFiCA710NS FOR , -- r x DLIPLEXING SYSTEM EQUIPMENT Tn THE ENGINEER FOR APPROVAL _ \ �-,-��- dD ti _ \ •, LC PUMPS SHALL BE INSPECTED IN WITH , • -• -- PLA 800�C 539�PAG 24 tp�( r LO , a V ENVIRONMENTAL CODE FOR OPERATION ! �. ', , . N/F F ANK R. M QQNOUGH 1 s TITLE ENVI I \ {.. ROM _ \ t F5E F �, • r 50 OF �..; ., .� •, _. _ \ � � P ; \ , • 1 ,., AND IN ACCORDANCE WITH THE MANUFACTURER \ ......• MA 253 \ . \ r \ -_ RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION WETLAND FLAG Ci , \ F,� i \ \. l+ \ \ \r \ \ t 0 4 X03 � _\ `�,- 3 REPORTS SWILL BE SUBMITTED TO THE LOCAL BOARD \ \ \ HEALTH. \ \ r �! ' , • TP 1 t r � 1, 1 1 > y � 1 Q , N, ® '. r �r C � 2 r \ ���`-'i-�`- \ o EXISTING FORCE MAIN TO BE REMOVED 11 I ¢+ .• 'h t r � t ♦ r -__ -- 1 \ r O -•, _ ..__ \ E�ISTTNc cH PA AND 1 ,LIB . , INLE TO B PUMPED. _ \ ..--�►`t ( � a W , \\ r r SITE LOCATION REM , dt DISP OF,- W 1 t .^ _. � OFFSI FC ,. .t+ ® t � � .,�- __ �.•�" -� wE 1471 lyannough Road r ------------- 1 � _ �. t H nnl Massachusetts --- A 1__ iIH _ _ w \ - I B � ---_ l uTILTT`Y P .,.�-�� PREPARED FOR _._ REMOVE EXISTING POLE, 1 r _ .r _. dt UTILITY BOXES W , .-. ._ OVERHEAD SERVICE � W .'``.. W . r WF IE3-6 � _ r W �. _ � .�.. Professional, LLC \ _ _ w Shallow`Pond r-- wt evw-z� rn P w _„-.'� r REMOVE a� cP r EXISTING GAS LINE & METER % f t • E.' �AP;253 PARCEL2 WiDE RAMF p / _1 ! 1 > rrN �i. RROF}ERTI. � oSt���re MA •`� ! Z - ,.,�, ,�- � � /ter•E - ! 1 E E! r q _ r �. .:�-.- r ....-- t ; w:_ 508 428.4323 I r T 7 �'V t EXISTING FLOATI 0 / r� -\ r GPUMPED. _ '�. SEP "ENJENTS TO BE 1 REMAIN S EXISTI SE 3 ,�7t)8 TO REMr I , ► •r► r fi \ dt: DISPOSED\OF OFFSITE �. O > , r" i ._ _ tic stem Design Plan J r V• ! G r,- . : BAx:TER NYE ENGINEERING & SURVEYING c� 7; `. J1F IB-4 t r r, LOT 1 B , � , _. . � Lr� Q / >_ 1 f ! _ ys► ,BOOK G co PLAN G�JU� �3� PAGE , Gr .• :r o �� 2 �, � .• Registered Professional Engineers and Land Surveyors r . . r � r BREAKOUT ELr= 43.13 / � � y P PARCELS 01 X�J1 F� 014 C/ r t •� -- Street 3rd Floor Hyannis,Massachusetts 02601 ,- - � , : ; r � __. 4 78 North S y , UPLAND ARE A t3 .,�1 S� r .- . , ., r . _, _ ..:,,. : . :, _ _ r ► .. �_ _ � r„� . r w r r 71 7502 Fax 508 771 7622 r\ �� � so. E T. WETLAND AREA , .,,_ . ._.., _:1_ ,,:._.: ..: . �. Phone 508 7 ( ) � ,tx. ( � O t0 _ a 1 J�. PEE•, PAN 81,�1&� S.F. :.. t r ! , PARCEL_ ARE �- _: _.` � cJ� t 38 0Q- � 20 0 20 40 1 . ,_ FIRE _._, �,► r r r t _ r' � , .. __ _. �, .�. 1 � IN FEET 1 _.v ! / SCALE F EXISTING FLOAT ! , __:_ _.. r N ` / , T / _ s 0 BE ELIMINATED - p, 1 VvF IBr3 I t / _ 9 T / � � m I `�. G .�- SCALE. ,1 20 0 , y10 _ 1 !� r iTEPHEN t - 1 ! /� 12-LF 4 SCH N m I ..._ }} 07-12-07 EPT1C REVISIONS - SIiTS C-5 do 6 O r Vf/ W- 9 rs (._...._._ 4/ r / MATSON � r r I 40 PVC O 2.0% G K v� o {, r _ I �,0� Ot 24-07 HUNG FACILITY INVERTS do ROOF DRAIN CIVIL cn ap r t ! �C >- t t ! RING FACILITY REVISION No.46345 o r + r r r 5 •� It r 'O 4 G p 4 J r r r p (� ViCOMMENTS o O t ! 12-20-06 .C.C. - ADDITIONAL. LEACH p r rn s x RIM= 4 .00 t r r / / .r OrsTE� �? r r 1 2 p,M t / / INS BUILDING FOOTPRINT FS G J > I / I RIBA A7.1 i S N rn,r r r } L / 12-07-06 C.C. COMMENTS �CNAL E I f xLA y r r MPERVIOUS AREAS EXHIBITS •,T- . 11-27-06 C.C. COMMENTS _ r rr4F 12 r ARK G SPACE, ROOF. DRY WELLS,"LS 'Po L r l D) . 5 31 / / ! / � / � r ,. ., i _... ,- �-: ._.:.:,• �, ....... a•,,:.. 11 03 O6 .C.C. COMMENTS REV. LANDSCAPING LAN r /// �,,•RO n C.C. COMMENTS/REVISED WETLAND DEUN _-------' Y,,,, ..,:,.,-- ..- ...•- - ' -' i / ,! 8-24-06 CAPE.COD COMMISSION COMMENTS r r ! 6-16-06 CAPE COD COMMISSION SUBMITTAL _�_-� . _ SEE DETAIL) ,, , /qn VENT__ ____ _- � ° � � 5-31-06 S.P.R. INFORMAL SUBM AL 6 Rfi+d�/ 46.6E � !/ / �i MAP ` ,,, _ _ N0. ;'BY DATE REMARKS r- c,. -- o- 5 47 C78 20 �l CU INL / !,/ !! r � �-__ ,a 50 4r. �0 W 1a4.3a TD ,�_ 4� - ��-----Cr-•--��-- ,i'� �� � � . 02 r---"_.�--` r r r r - - 5 49`20'10 W r d 1 / DRA D N K __ - z- / DRAWING NUMBER 50 45 STING SEPTIC COMPONENTS TO BE PU :, •.. / r / / r •.._ PLAN 804K 366 RAGE 63 (�M REMOVED. & DISPOSED OF\OFFSITE �• r r / r ! r' �_ - . MAP: 253 PARCEL 013-001 REM r . � > 0: 2005 2005-103 CML PLO 2005-103SP.dw r•' MULTIPLE Ot,4'NtRS � � .' � f / �! r/ 2005 .103 i � . a , 50,7 GENERAL NOTES DATE i2/2/2oob SOL LOGS P• 1t178 SOIL LOGS P• 11,2eo DATE � 4/04/2000 LOCUS NOTES ,, `� �k\\ I �, c , SOS. LOGS P• IM178 DATE i 12/22/200b ` 9, i \ ��» �' 1.) LOCUS AREA IS COMPRISED OR BARNSTABLE 1, LOCUS IS SUBJECT TO AN EASEMENT TO BRISLANE LIMITED VENTURE REALTY TRUST RECORDED LOT 1 B ® PLAN BOOK 539 PAGE 24 BARNSTABLE BARNSTABLE ) ` \ SOIL EVALUATOR: BOARD OF HEALTH AGENT: IN DEED BOOK 1Q831 PAGE 71 AND A LIMITED PARKING EASEMENT' AS DEFINED'AT DEED �8 �4�7 I , �n���' SOIL EVALUATOR: BOARD OF HEALTH AGENT: BOARD OF HEALTH AGENT: P.E. is BOOK 20,211 PAGES 10 11 WITH ASSOgATED SKETCH PLAN EXHIBIT. 47.6 1K 47.4'` + 50.s l 49.2 48' �,� ASSESSORS MAP 253 PARCELS 014=X01 & 014-X02 . Stephen A. Wilson, P Don Desmara to hen A. Wilson, P.E. Don Desmarais S j DEED BOOK 20,379 PAGE 211 ' P Don Desmarais TEST PIT 3B TEST PIT #1 B TEST PIT #26 # 2. LOCUS IS SUBJECT TO A TAKING BY THE COMMONWEALTH OF MASSACNUSETIS OF ROUTE 132 , , l O + OWNERS: S. P. PROPERTIES, LLC APPLICANTS: SHALLOW POND PROFESSIONAL, LLC TEST PIT #2 TEST PIT #3 ) + t' 1 48.7 0 0y 1330 PHINNEY'S LANE 683 C MAIN STREET SOIL EVALUATOR: G.S.E. = 45.99 G.S.E. = 46.05 G.S.E. = 45.08 RECORDED IN DEED BOOK 807 PAGE 432 � ,� + 41.5 G.S.E. = 37.5 tQ +� ', LANDSCA n �, ! 49.2 . » » ` ARE ♦ j, _ `*' `� HYANNIS,_MA 02601 OSTERViLLE, MA 02655 G.S.E. Stephen A. Wilson, P.E. FILL P 0' AP ; toW 3/3 ; SANDY LOAM 0 A ; 10YR 2/3 ; SANDY Lain 0 A , 10YR 2/2; SANDY Lau1 3.) LOCNS IS SUBJECT li0 AN EASEMENT TO COMMONWEALTH ELECTRIC COMPANY IN DEED BOOK ', r\ �+ 5q 4 I , c� S �m�, PHONE: (508) 775-9361 PHONE: (508)-428-4323 0' A ; 10YR 3/3 : SANDY LOAM 0' GRAVEL Fl \. PIT 1A 5,266 PAGE 330. �r, ; / 49,0 ' �48.7 0 2.) PRIMARY BENCHMARK TOWN OF BARNSTABLE ENGINEERING DEPT. STATION 119 a TEST # DRILL HOLE IN CONCRETE CURB ISLAND AT INTERSECTION OF 4' (ELEV 41.2 16' (ELEV 36.2) 8' (ELEV 45.32) 8` (ELEV 45.38) s {ELEV 44.58) ( ) G.S.E. 41.6 �, , . 10YR 2 1 • DENSE SILTY SAND C ; 10YR 4/6 : MEDIUM SAND & C1; 1OYR 5/8 ; MEDIUM SAND C 10YR 4/4 : MEDIUM SANO� �47,3 �1 } t 4 .8 48.9 �� �' ROUTE 132 dt BEARSES WAY. B , 10YR 4/4 , SANDY LOAM B , 1 / GRAVEL E 0 PAVEMENT GRAVEL WCIH COBBLES WITH COBBLES » ' x�46.� t 50,3 - � � c o PROJECT BENCHMARK S�EE PL� - 70.45 (DATUM: N�GVD29) � 88' ELEV 40.32) 50' (ELEV 41.W) 80 (ELEV 38.41) .a 47.7 7.1a+� 24' (ELEV 39.5) 24 (ELEV 35.5) 4 (ELEV 41.3) 0 I + o,o T �✓ 3.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED PLAN BOOK 535 PAGE 5 '� 48.4 1 47.4 ', ■ RIM=t46.�7 4g TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. A , GRAVEL FILL A • tOYR 2 2 : SANDY LOAM 10YR 2 2 • SANDY LaU►1 A : IOYR 2/2 ; SANDY LOAM , ) + ,` 47.5 0 UP 94 1 ♦ 4•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD C1; 10YR 8/6 : MEDIUM SAND C1; 10YR 7/1 : FINE SILTY SAND / C2' / MAP 253 PARCEL 018-001 do 018-003 c^ ,� N/F RICHARD NOVICK, ET AL, TRS. _ 49.41 48.6 48.5 r 47,4 47,3 < OFF 9 49.5 \ RIM- � INFORMATION CONSISTING OF AVAILABLE PLANS DEEDS AND LAYOUTS. 30' (ELEV 39.1) 78' ELEV 39.49) 60' (ELEV 41.05) 90' (ELEV 37.58) rr 48.3 E da ` ®♦ ; 3o' ELEV 39.0) 36 (ELEV 34.5) ( 48.4 , • •� 49.6 `r THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD ( B ; 10YR 2/1 ; ORGANIC LAYER W/ • . 49 4 �� � � 47.9 48.6 `49.5 �� � SURVEY PERFORMED BY BAXTER NYE ENGINEERING AND SURVEYING ON NOVEMBER 9-10, 2005 . 6 MEDIUM SAND FOREIGN MATERIALS - B ; 10YR 5/6 ; SANDY LOAM C • 10YR 5/4 ; MEDIUM SAND B : 10YR 5/4 . SANDY LQMI h( Q C • 10YR 7/1 : COMPACT C� 10YR 7/ CANS, TREE TRUNKS, ErC. GRAVEL WITH COBBLES �,g-_.r''48,$ *TING �.' 49. 49,5 49,6 1 PLAN REFERENCES: 2• MEDIUM SAND » r, p PAVED PARKING �a 49.4 49,4 PLAN BOOK 539 PAGE 24 ' 32.5 70' (ELEV 35.8) 90' (ELEV 38.49) 144 (ELEV 34.05) 108' (ELEV 36.08) r 48,3 47,6 C 48.0 '' 48,9 60' (ELEV 36.5) (� ) ,^�9 ,! 47.7 _" 64s B r _r ♦ PLAN BOOK 230 PAGE 59 4s.6 4s, 4$.e/ 48,7 PLAN BOOK 535 PAGE 5 • 5 6 MEDIUM SAND C ; 10YR 5/6 : MEDIUM SAND 48.9 48,8 1 49.4 C . 10YR 5/1 , COMPACT GRAY C , 10YR / l�( C IOYR 6 1 , DENSE FINE wnTi COBBLES 48,7 PLAN BOOK 366 PAGE 63 ��� 49,2 •0 49.7 3' / SAND GRAVEL WITH COBBLES , 4s.9 48.3 % 47,9 °' `'94 1 4$.s .9 �a0 49,1 �� 48. ROUTE 132 1952 LAYOUT SHEETS 5 do 6 OF 11 SILTY SAND M 156 {ELEV 32.08) �r /`' Y J r tV` '( cQ ( ) 82 ELEV 34.7 88 ELEV 34.3) 144 (EIFV 33.99) 1 i 49 F. r i ( ) ( THE PROJECT LIMITS, AS FIELD SURVEYED 8Y I#AXTER NYE ENGINEERING AND SURVEYING 34.82 WRIER OBSERVED AT 134" ELEV 34.88 WRIER OBSERVED AT 122 (ELEV 34.91) 4g,6 /� ' ''�. 49.4 49,8 F 49.7 49.6 r\ WATER OBSERVED AT 134 (ELEV ) ( ) )�-49. 4/7,9 r / Ems' \ N r PERC o 112 (ELEV 35.75) 8.8 r- 49.7 4 .6A t!i 49,2 r ON NOVEMBER 9-10, 2005, EXTEND APPROXIMATELY TO LOCUS LOT LINES AND TO THE EASTERL C • IOYR 6/4 : MEDIUM SAND PERC o 1LE (ELEV 36s2) HIGH GROUND WATER CALLS. 8.9 g,- - r �, 49.4 049,7 N ~� SIDELINE OF OLD STRAWBERRY HILL ROAD. OTHER INFORMATION SHOWN IS FOR REFERENCE 4• LINABLE 171 Sa1K t �r� 48A ' ,- 46.1 � -1 � 49.7 3 '�' r. uw�elE TO SOAK PER CCC TB 92-MI: 48.9 >2 49,3 ,4� -- ,r4 .2 49.8 �94 9.6 49.7 �� 49.7 -� ONLY AND IS GIS INFORMATION OBTAINED FROM THE TOWN OF BARNSTABLE GIS DEPARTMENT. PERC RATE < 2MI1/INCH MM-2471ZONE C PERC RATE < 2MIN/INCH -' -'' 48. 49.5 n .6 120 (ELEV 31.5) 3129106 READING = 222 48, - 48.$ - r- 9,7 -� 4s,9 tk ' 49, 01 , , 5.) COMMUNITY PANEL NUMBER 250001 0005 C ADJUSTMENT = 2.0' '� .• �'� �'�� ` 49, 4s. THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES: B do C AT NO WATER AT 86' (ELEV 34.3) inn _ 36.88' 46 i LOT 1A r" CE.' F' GROUNDWATER OBSERVED AT GROUNDWATER OBSERVED , = H. G. W. EL M 4 48,4 v�'�4 0.6 4 49.7 0 49, 0,2 , 6.) ENVIRONMENTAL INFORMATION: 90' (ELEV 34.0) 44 (ELEV 33.8) 3 r PLAN 800K 539 PAGE 2 '9� / - 7 MAP 253 PARCEL. 014-x04 49.7 m • SITE IS NOT WITHIN AN A.C.E.C. AREA OF CRiT CAL ENVIRONMENTAL CONCERN). ®_ PERC ELEVATION 48J RIM- 4 -A. �. ( ) ' ' ® 40.36 N/F FRANK'R. MCDONOUGH ` rY`,, • i a � • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER 0.3 `� NHESP MAP JUNE 2003 ESTIMATED HABITATS OF RARE WILDLIFE 8-- -,.-- , 49.9 49,540. Y FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10 1 + ♦ 46.9 �P11 -�x' n 9 EXISTING NG / + i x 47.1 -a -,- 431 43.5 w .4 L SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 ; 46 l QCC - 4 -x i - N 40,5 -o 0 No 1 I x 49.5 » 47,1 4 � �...- ,--� _,_---- -----_1 50.1 � � �.y�o ` CERTIFIED VERNAL POOLS. 46� _ ,� �• 3 GIS) I tr a }} • 4 48.7 - r O I ..- �• � n. � WITHIN PRIORITY HABITAT PH 1600 PER NHESP MAP � OFFSET oM �� �- 5 ��a m \ � � ♦ 49.9 s�NG; SITE'DOES APPEAR TO BE A C ) I 44.5 f0o 0 DUNE 2003 "PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER � WETLAND FLAG LINE 46.4 48� � _ ,• �+ -� .�. � -; 40 y i1c SYST> 1 4 6,8 ,___ BOX � THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). ----_ ♦ P�' ---= 44 s 3. ,• r ;t 40.5 49,E I r r 49.9 \ ' 49 - _ 4 ��N / , ti • SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE BRICK 43.s � � 42.4x 43. •43.7 PROTECTION AREA. 47,8 3 9 ' PLANTER, gbh _ ,f p�Y ,�. 9.3 SIGN u 7.) UTILITY RECORD AS-BUILT INFORMATION SHOWN HEREIN: 41.E 42 k -�, r �. x 41.7 �� 42. 9. 10 W 49. \ 49.6 4', �_ STING ----' TP #2 44.9 e� THE CONTRACTOR SHALL CONTACT DiG SAFE AT 1-888-DIG-SAFE AND UTILITY COMPANIES TO LOCATE ♦ CZkCH-PJT x 42.8 `� r , N 48.2 48.2 ( ) s,7 40 2r �� -�,.� �LOT IB � eO• 49.2 ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF ___y .� p., 48.0 48.1 _ _ EXISTING UNDERGROUND INFRASTRUCTURF, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE -1�-39'7 _---"-" 3s - -- ^ I �- _.' PLAN BOOK 539 PAGE 24 .p�►�4 4 49.0 WAY.ONLY MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE MAP 253 PARCEL 014-X02 ` ♦ , 23,E t r 48.0 49,5 u \ AVAILABLE UTiLIiY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR N/F S. P. PROPERTIES. LLC x 4 ,2� �� 47,8 • ___ _- _ F I _ `1 } )NCRE , 50.2 _ ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE SAID 39.4 x r 38.4x 40.5 '�� 41.0 �♦ 42.2 \ 47.$ 4B 0' m 48.7 t \ ` FLAG OLEO INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE EOP 4 2.9 4?9 �`, ` �,, ` CONTRACTOR SHALL M071FY-THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. EOP r �, PLA BOOK 539 PA 24 y r \ 45!4 Q r ` i� ��t N/F ANK R. M�DC 49, ` r 50 OFFSE P FRS! ;; _... . . H `� . r MAP 253 / APPROXIMATE SEPTIC SYSTEM'LOCATION PER SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ` &0 \ +40 8 \ 47,6 t r ~� WETLAND FLAG LINE �� "k�. x 3� �, 42,2 , , , 014-x03 �\ , PERFORMED FOR FRANK MCDONOUGH'BY JOSEPH M. MARTINS OF ACCU SEPCHECK SEPTIC INSPECTIONS do ♦ `\ r � \x� ` ;47.9 `,/ 9,5 LOCATING SERVICE ON 5-19-1999. 39.4 ` "r0 x 42.4 48.2 r x r 7 48, 4 9.0 _ H 40.6 .. ` c� 12 r �gt r TP r A11 r , � C r \ INFORMATION OBTAIN FROM. 1 r r ADDiIIOIVAI. SEPTIC 39.4 L N , x , r 41,4 r I r 34 + , x E ITE AND SEWAGE 39.4 �+ PARCEL 014403 PER 'S � � r 4�.7 `APPROXIMATE SEPTIC SYSTEM LOCATION SHOWN ON MAP 253 1 , _ \ r � y 4 .6 \ 7.4 O - 82a20 r 48.8 ENGINEERS AND P � PREPARED FOR FRANK McDONOUGH BY DOWN CAPE EN PLAN OF PORTION OF 1471.RTE 132 -PREP , t 49, �' 4.7 9 i \ r \ 36,3 / r o ,c ) 47.1 x � APR1L 2 1996. r 3s.3 � - ♦ � _ r � .3 D SURVEYORS OF YARMOUTH MA. SIGNED AND SEALED i WF IB-11 "' r' 37 + , r F 39.3r x 41. PV' IBM. RIGHT FROMT CORNER O l ` x y I IBM. MAD NAIL SET r . ` \ 38,8 x � .. .� � 7 � w � �/ , r 41 1 R rn 4C.85 NGVD r X 1 ICI PATIO EL 4$.87 (N VD i 0 . ( ONE 47.7i _- aA c o+ `LENS LOCATION SHOWN ON LOCUS do MAP 253 PARCEL 14-X02 PER "SEWAGE x 3$.2 _---- � � � t , / �' -, � APPROXIMATE SEPTIC SY5 » r r ---- - G i `� � $.3 ♦ � � I 42.4 43.1 � ' t ` u ., ,., . ) t ► � ti DISPOSAL. SYSTEMS FOR. PROPOSED 15 UNIT ADDITION RAINBOW MO ITl PREPARED FOR FRANK McDONOUGH, ` •• ✓' ' .4 , I l 45.91 819 APPROVED BY MDEGE ON 3-30-1977, AND BOARD OF HEALTH CERTIFICATE OF COMPLIANCE 184-241 "t- x 4 .1 M iT10R11� � LEACH PIT �� � , _ � � `�� ` -4 5, � eR _ � �.0 MATED APRIL 4 1984. - �NF BVW 4 NELL TYP. 41.5 LJIUNDARY)/ x 4�3 1 i WF BVW-s wF evw-5 36.7 / x 41,6 - (�_ ® o �r `� �X pq 4 g WATER LINE INFORMATION IS BASED ON TiE CARDZ-2981 PROVIDED BY ; 36,1 •-g 3 r /36,7 RIM 40.49 v, - BARNSTABLE WATER COMPANY. WF BVW- x 41.4 �r 9,1 ��,...- P w36iB 1U .� n o r , T'IP / x 4 .7 43,6 - u SM2756 PROVIDED BY KEYS AN ___.____----__-_ WF LIB-7 vVF IB-8 -- _-� - x 36.3 `� ' / TPtA x GAS LINE INFORMATION PER MAP t / , r. t ® 39.T � / ` ; x ENERGY DELIVERY ON 11/28/05. ♦ _ r 40,7 48, 48.9 5, ------- -- _ - -- i r i 8. NEA17ON PERFORMED BY HORSLEY W17 TEN GROUP. 34.4 WF BVW 2,-;a 3s.8X , LOT 1B , . 42.7X u ) WETLAPID DELI 6 -- - \ - y / , / E)aSTING PLAN 800K-5n-PAGE -4 ---- I BRICK FIELD LOCATED BY THIS FIRM ON NOVEMBER 10, 2005. 34.4 x / aO { RKING RET. WALLS $T 21 2006. 2 WIDE RAMP �' �x 371 ♦ / i r PAVED PA ,.p►AP 253 PARCEL 014-X01 REVISED FLAGGING LOCATED AUGUST , 34,4 l r ,� 35.9 ,/ . „ i ,,' N/F S. P. PROPERTIES, LLC X \ b 34.4 ( r r 48. SITE LOCATION p(/ WF IB-5 t / ✓ / � 481 3 \ T,� 8 t / , 4 3 O A �' 4 Qb \ 8. r r / _ 48.2 EXISTING FLOATING DOCK O \ 2 �/ ♦ � �. O t � i 1471 I annOu h Road w EJ 34.4 \ gy�y_ `01 I t x 40J (SE 3 2708) S '�•. WF 1 y , . 5.0 � x t 4, \� 3 36.7 ' x r 3 .8 l 34.9 x - o _ Hyannis, Masslchuse s , w � 37.7 r r y _ _ _ 34,5 r 1 / r x 5• \ i r 39,2 1 42.5 / 43. ISv 47.7 h 35.1 ♦ r c! Q, ,/ ,e PREPARED FOR \ ti r , x 42.0 O ,g r r -- r � 277, O / y �. � ! f .. � i nai LLC \ �► 38. a j 43.4 ! ,_ Shallow Pond Profess o , _" O•t \ , � STING � 39.6 r �. ,TEL�PFIONE de o C \ , , r 0 UP 4 9\ IB-4 + 9.9 ,L`ONC. UTILITYg/LOT 1B 34.5 ♦ WF PUI CHAMBER a 9.0 / v ► O W 3 C Main S . \ 36,0 x ,7 t + 3 5 , PAD 43.6' r_ , x 'y PLAN BOOK 539 PAGE 24 3 + y / _R ® 9.1 / A � >' Ostervllle M MAP 253 PARCELS 014-X01 do 014-X02 , - W r ,, 4E ( , 8 1,9 �9(( 45.6 r h 38 i 43.9 u 43,0 4 .7 43,0 43.1 r ,�► UPLAND AREA � -73 941t SQ. FT. � � � O wN A 4o�s _ 2 ' -.- / 508 428.4323 EXI941NG t� 39.9 - - --------- ___- 46.3 WETLAND AREA - 7 677f SQ. FT. I I 1 /J z j ---' a .1 7.� TITLE �' 4 ------ LAWN JIB c 4� L.EACHIN� SYSTEM r A -- - -- 44 4- 2 t 1 ` s o l TOTAL PARCEL AREA PER PLAN 81 618 S. ' , I I,1 y �. � , I � t 1P n' /�-' �- r*► ♦ 1 / �' r EXIS NG a -- - 46,1 . 4 47.3 , , o t t 5. _ ,p6- _ r ExistingConditions Plan { r 39 SEPTIC TANK 1 i _* x 45,9 45.6 0 r s s v� r_ -� 1 36,0 37.0 , CONC. 46.2 LAWN V , PCJND 4 /SHALLOW34 / ,y / 38. RET. O / � 111�G 1 ,� WF IBr3 O 46,4 MKN HOLE, BAX:TER NYE ENGINEERING & SUR A GREAT POND t1.OA a t ' i `__ 39 ; 46.9 46.5 46.4 46J � u 7. / w10E r 3 g 46.9 MT ��' ,J• r POND EL - 34.5 1 ♦ ,� g CONCRETE PATIO REEZEWAY ABOVE � _ m CONCRETE PATiO/BR AY ABOVE „ jr4v.6 r� Registered Professional Engineers and Land Surveyors 1 , x 38. , � 38.6 00 8.7 v ♦ s N s Y M TEL �i" 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 ti w t xBolwr >tro'r,>�L;/ 47 Phone-/508 771-7502 Fax -(508 771-7622 �, S.F. RIM= 47. t , l l FOOTPRINT dr BREE2EINAY AREA 93,22f i / 34.4 / / 37,,1r ) / 4� 2 / s 1 r r e / i r 7 ' 4 .i 1 ( x I 1 4 S , ^� _ o �, _ / 40.3 x 45.5 r 1 - OE Pi , •:r 1 q I 2/ 38.9 ! . �Z� �ws 39.7 . 43 ',-� EXI TING263,� ♦ , c3 3 44,6 C TANK / , , 20 0 20 40 •� s W. o ' , 38,2 ^._1x 41 ax r ' 43.6 x 45.1 O 46,1 / �►/'/` , < s = 34.6 / (t 3 38.5 x 3$ -- -' ~- 3 ✓rJ ® O _ x 44,1 EXISTING LEACHING�S .t '! J ........... - - 42.9 i ! ,, SCALE-IN FEET o ♦ 34,5 -,� Jr f \ 8,� 38.4 -x 383 ---- � ---- - r EXISTING �' 46, r / a 9 ti0 x 38.2 _--- -- -"-� �`x 4 .4 --" x 45,1 _ x 4-5? --- ---- - -- 88 1_END / .4 / r O - 20' - 3 44,1SEPTIC TANK .• - _ ,, ------- ,r- ,. -+ i - - �T_ �- b SCALE: 1 F+ , _ _ _ _ - _ _ -__ ------ r - - - ETAIL 490 M "� d. �� � --�"..- _�9.46�---------x 42.5 - � - A42.1 y ,. � -' -- _---- ����- -DEf�Mt-� ���59' -._._ _ o / ♦RIM 48.68 -_ -_ �.SSEE D - ( T 0 ♦ 35.7 i `"-♦'` .S 42'20 W 144.36',TD 43.1r - 4 S 470820' W 46,8 J _1 3 .6 � , r.- ``� S 492010' 46.9f 49.4 49,3 CU N �'� 3 r 4 .5��'" --@ONCRETERETAINING_WAL•L46.8 47.4 4 _"..tamer- , i EXISTiN �i - 50 / ✓ , / PLAN BOOK 366 PAGE 63 r` , ♦ ' , / , �_ MAP 253 PARCEL 013-001 ` r PAVED PARKING �47.8 / ' DATE: 5-31-06 ,� , ? r , �,' , ,,--- _ _ - 46,6 MULTIPLE 'OWNERS 47,70 r / r� 0 34,6 ' { r , ✓r �� ` / / > 10-02-06C.C.C. COMMENTS REVISED WETLAND DELiN } Ln ,' ,' ,� / ! , / / ' `�` `�. / r' / r� 8-24-06 CAPE COD COMMISSION COMMENTS o / r r / r / I r� ` ' "� h 1, / j �! /� ,r / r/ ,r EXISTING CONDOMINIUMS - --_-_ N t� / }r to-ob•�� 6-16-06 CAPE COD COMMISSION SUBMITTAL o i PLANT BOOK 3¢� PAGE 63 ' / r r' (PER GIS) `� 48,6/ C 3 { � ,' MAO 253 PARCEL 013-,,002 r/r � �/ �r "3HAi W POND" � 5-31-06 S.P.R. INFORMAL SUBMITTAL �" ♦ ` - --IHQS?irf�"CORDDMINIC11u1S- _; rr' N/F 4UERGEN F:!do HERT4( H. KELLERr' i i 1' S 47.08'20" W 59.81, Gi r' NO. BY DATE REMARKS > , / (PER GIS) - r p DRAWN MC GN BY: [CHECKED BY: DRAWING NUMBER ` r O 58.8T 3HALWW POND" 0.08 - - RECORD LOCATION--�7 t� CB DH FND �. 0: 2005 2005-103 CIVIL PLO 2005-103EC.dw r , ' r ,r' i /r ♦ / PB 539 PG 24 ' r ,' �/ r / , HELD DETAIL - / 2005-103 f , / - r , / / r \ N.T.S. , Lo - ----- - ,' / r' / / / O U ` N i ' r UTILITY NOTES. 11. GAS ELECTRIC DATA COM IS SHOWN SCHEMATICALLY • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 4. THE ON —SITE WASTEWATER TREATMENT FACILITY (SEPTIC / ti HEREON. THESE UTILITIES .SHALL BE INSTALLED WITH A , 1. CAUTION-- SYSTEM) HAS BEEN DESIGNED, AND SHALL BE CONSTRUCTED, � r 8—DIG—SAFE AND UTILITY COMPANIES TO LOCATE ALL — CONSTRUCTED, MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY Q 1 88 ) THE START IN ACCORDANCE WITH 310 CMR 15.00 STATE EN UTILITIES AT LEAST 72 HOURS PRIOR TO THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL / / EXISTING , CODE TITLE V. SHALL DETERMINE THE COORDINATE FINAL' LAYOUT WITH APPLICABLE UTILITY "' w OF CONSTRUCTION . THE CONTRACTOR ! ", � 1 N BOTH HORIZONTALLY AND VERTICALLY, 0 COMPANY. EXACT LOCATION, MAINS TO BE DIP CEMENT—MORTAR LINED, U.O.N. RE THE START OF ANY WORK. THE 5. WATER MAN c`o 0 > TING UTILITIES BEFORE AS ALL EXISTING N METHODS AND MATERIALS SHALL BE CONSTRUCTION _�, :a ,;, •I;, INFRASTRUCTURE, COMMERCIAL LIGHTING SMALL DIRECT ALL LIGHT SO AS LANDSCAPED LOCATION OF .EXISTING UNDERGROUND IN � REQUIRED BY AND IN ACCORDANCE WITH THE LOCAL WATER 12. ALL CO E CONDUITS AND LINES ARE SHOWN IN AN REQ L UTILITIES, CO DEPARTMENT. AND APPLICABLE AWWA SPECIFICATIONS. TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL AREA � r Y MAY NOT BE LIMITED TO THOSE SHALL BE ON A 15' MAXIMUM POLE. LIGHTING DESIGN -' APPROXIMATE WAY ONLY, LIGHTING LL SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED SHALL MEET THE REQUIREMENTS OF THE CAPE COD S 6. TYPICAL COVER -OVER WATER LINE SHALL BE 5 . IF LESS BY THE OWNER, THE ENGINEER OR ITS REPRESENTATIVE. THE ''��✓' �� TOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND THAN 4 OF COVER IS PROVIDED, INSULATE WATER LINE COMMISSION TB-95-001 "EXTERIOR LIGHTING DESIGN". r , CONTRACTOR DETAIL 205 OR OCCASIONED BY THE AGAINST FREEZING IN ACCORDANCE WITH DE A L # ALL DAMAGES WHICH MIGHT BE 13. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR o `, ' INFRASTRUCTURE AND EQUAL. / ` Q CONTRACTORS FAILURE TO LOCATE SAID BITUMINOUS CONCRETE PAVED SURFACES SHALL BE,SAW CUT. » o EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM INCLUDE 12 IN DEPTH o UTILITIES EXAC E BACK FILLING -0F .TRENCH SHALL DOMESTIC WATER SERVICE TO BE 2 POLY PIPE INSTALLED �'=� •�••a•r , ' AN INFORMATION THE CONTRACTOR SHALL NOTIFY THE 7• 8 FILL TO THE BASE COURSE OF THE SURFACE PLAN ► FLOWA LE WITH A CURB—VALVE AND BLEEDER, MUELLER, BALL—TYPE, FOR POSSIBLE REDESIGN. AT UTILITY --'"� ENGINEER IMMEDIATELY TREATMENT. THE SURFACE TREATMENT SHALL THEN BE � ,//' •` - i�n II ORI—SEAL AND CURB BOX. -' OCA11ON AND INVERTS OF MARK , CROSSINGS VERIFY IN FIELD THE L REPLACED IN KIND. Bop L V : ¢ ' , RE LA '' - 1 CTRIC GAS TELEPHONE & DATA/CO DATA/COMM AND p WATER, El PROPOSED' INVERTS PER THE 8. WATERLINE INSTALLATION REQUIRES THRUST BLOCKS TO BE CONFLICTING WITH PROP EXISTING STRUCTURES ` UTILITIES, RELOCATE IF S ENDS OF LINE VALVES AND FIRE 14. DEMOLISH/REMOVE ALL HALL PRESERVE ALL INSTALLED AT ALL BEND � ' I ENGINEERS DIRECTION. THE CONTRACTOR S FOUNDATION AND CONCRETE PADS UNLESS OTHERWISE HYDRANTS IN ACCORDANCE DETAIL �301. UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. Y NOTED HEREIN.' '` I UND SPECIFICALLY TE Pcc cce BE MUELLER CENTURION, OPENING » 9. FIRE HYDRANTS WILL , MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED 2. 12 MAINTENANCE AND PARTS AVAILABILITY.LEFT TO EASE MAINTEN ,. CROSSINGS. .:�. BETWEEN ALL UTILITY C WATER VALVES WILL BE RESILIENT SEAT MUELLER GATE Ap S� r, - G LEFT. � ...- � E ` 3. A MINIMUM 10 HORIZONTAL SEPARATION SHALL VALVES OPENING AND SEWER LINES. WHERE WATER S \ ra MAINTAINED BETWEEN WATERDIN � SPRINKLERS SHALL BE INSTALLED SEWER LINE SHALL 10.:AUTOMATIC ' LINES CROSS SEWER LINES, THE E AND MASSACHUSETTS BUILIANG COD >�� � d » ACCORDANCE WITH -' A MINIMUM VERTICAL CLEARANCE OF 18 BELOW PLANS LOCATED WITH M CABLE NFPA REGULATIONS, IF SO REQUIRED. SEE LA4. JOINTS SHALL BE LOCATED ,o THE WATER LINE. THE SEWER LINE J FIRE SPRINKLER SYSTEM BY OTHERS. c� '' ��� lf� AND CALCULATIONS FOR EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS - POSSIBLE. .WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL . STIPULATED ABOVE BOTH VERTICAL SEPARATION ASS ► r o w ; AND/OR Y THE WATER LINE AND SEWER LINE AT THE CR OSSING LOCA10 TION o ;.SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT—LINED DUCTILE IRON PIPE FOR ONE FULL 20 PIPE LENGTH OR / .. o ._..-- o ,•�'. STRUCTURALLY r _ ' AND STRU .. � ANOTHER EQUIVALENT THAT IS WATERTIGHT SOUND. .THE JOINTS FOR BOTH PIPES SH ALL BE LOCATED AS ,. EXISTING BUILDING R AWAY FROM THE CROSSING AS .POSSIBLE. BOTH PIPES f m o FA _ 0 o TO ENSURE THAT ,... .... Na 1481 T 150 PSI n ' -� , PRESSURE TESTED 0 BE PRE w o €SHOULD ca :r P t ER GIS c.c3` MPED ?o r C COMP EN TO U ..-- _ � ) , EXISTING a THEY ARE WATERTIGHT. o FROM N IN PLACE 1t 00 OFFSET R .D-�VYfT}f r� v, t � Q J AND FLAG LINE G BRICK.. . � •� _ � , I gg 4 �;3 �{ F � PLANTER 9 5 6 & SIGN 2 1� « 2 u- b ' J • F v • oa, PROPOSED GHTING FIXTURES _..34 .: 2s cr - -; T COORDINATED WITH o; ; ARCHITECT do OWNER (TYP.) �a CO CRET J w \ _F A PO E -- \ T P T SET FROM SAWCU AVEMEN _.-.-- O �,... - �.. FOR' WATER CONNECTIQIY • ., E D FLAG LINE 1tAN �._ ', INSTAU.ATION SEEN 12 r •_ WE �' • F IF DOMESTIC dt FIRE SUPPLY.LINES ,� ( � ) , r _ ARE ARE INSTALLED IN THE SAME ti fi E ALLED ,r v r fi : t , O 'TRENCH THE DOMESTIC LINE SHALL .. ; l c ,h - ,t i Y SLEEVED IN 4 SCH 40 w 1 'BE PROPERLY N . c N _ 6 H 4 ; E 2" WA SERVICE TO TIED IN • • , T0. r 6 . �. 2 0 �. WATER hfA1N USING T IN LESS N .- d.S I LESS STEEL. o EXISTING FORCE AI `�`. REMOVE dt CAP .' `1 o ` STRAPS, SADDLE, dt CORPORATION � � TO BE REMOVED 1p o, � EXISTING GAS LINE 1 WF !B � , -n do METER - , • I , t EMONITORING r' o R _ 0 r- EXISTING LEACH PIT AND 2 TO GRADE INLET_TO BE PUMPED. r" DISPOSED of REMOVED,..,-. c, .� �-^' W ✓ r - OFFSITE ,: , , -- YrF BVW Tf :, . . ram. Y � . ._. . . > y : . V - F BVW-5 F €— i WF VVs 3 �7 __---- --� Y S (CONNECTION W 1 --, W w 4. W e I w 1,�F I� a �� T'Y P D , REMOVE EXI NG UTIU POLE. W LP w _ CE �"'"� INSTALL UTILITY � RELOCATE EIpSTiNG , .\ OVERHEAD SERVICE, ac UTILITY BOXES W W ` W OVERHEAD ELECTRIC'do v ► .. c POLE As sHowN it F 18 NiF IB-5 Y! S e : �`. O A 2, `'``�. w I W 1 DATACOM SERVICE AND \ r Ovt Pa- L< REMOVE & CAP "'�... 2 W THEN PLACE.UNDERGROUND \ . r `•`,. a .,= �a �° � f � fD W `M / ..."'�, - ;• EXISTING GAS LINE � AS SHOWN ° CE F ac METER , 2 WIDE RAMP ..: _ f O 1 C � � t EN ..♦- , SIZE LOCATION ,,- a c 0 z 0` t F FIB r- f r y �. T1 ,_ � � -, � 1471 1 nnou h Road 7� -�� . o DOCK ? r t� LING €•LOATI�,C d C �� ._ f '1 .. 9 N f ., t v h t/� c F _ S \ r • 3 2708 , PUMPED. TO BE PU c/+ i E�S T1 SEP '�b16iW'd�ENTS � H `nn� 1111' sa husetts .,, o �� � s as C y ! ,. REMO do DISPOSED OF OFFSITE PLACE VALVE. BOX"'AND o �Z . y � PREPARED FOR , Q \ TEE. MATERIALS PER � , \ / o TOWN REQUIREMENTS cc, Shallow Pond Professional, LLC , 3 G83 C Main St .. 1B \ € w LOT ,. _ WF JB � ,. as F \ A Oste rvllle M 539 PAGE. 24 � PLAN BOOK w ` r o � 2 f C a r -_ o. • MAP 253 PARC�.L.� C14 X01 �°. 014 XOZ S08 428 43 3 O REMOVE dt CAP EXISTING GAS UPLAND AREA 5,9 Q „Y v�_ ^. .... r. .. CONNECT NEW TiT1E - •r► 'LINE do._METER. `-CON EC .} O 36.0 �+lE LA,ND E - . . .�,.� . .._ _ . . •�,� . SERVICE AS SHOWN - - `ADJUST NG MANHOLE RI 1 PER PLAN 81 518t S. ? ::. TOTAL FARCE- AREA E MOVING IM - 4 .6 �. EXISTi EL 7 ._ UtilityPlan : d ^-• PR RIM EL 47.12 I • . . PROPOSED r s V _ •, _._..._. .. _:. , � FIRE__ . �, __ s _ .... ..- O' a"ALLOW PON i" `� eL,, 3 YDRANT , BA.�:TER NYE ENGINEERING & SURVEYING R AT POND AGE t ? DE t. � � •._ .: , •. � , , Registered Professional Engineers and Land Surveyors zg POND EL. = 34.5 � x EN < » N to (n f� vftA � E a ® 12-LF 4 sCH �W.. t- rd Floor l anms Massachusetts 02601 0 4o PVC o 2.ox` v rr _... _ ,_, y 78 North Stree 3 , y ro { K o ``I�' o (h tC} C T f - .. o �► s Phone- 508 771 7502 Fax 508 771 7622 w M� c to o r . €� x o � 2 8 �.. s a 20 0` 20 40 'fib EN SCALE IN FEET I o ti / r / -- t: _. �� �... .. t SCALE -1 — 20 D. , I oMATSON { ap i 07-12-07 EPTIC REVISIONS - SHTS C-5 do 6 � \ RD �-'' -----••- ---__ � ..__.__._ ..� :. -- � REMOVE METER PIT AND CAP CIVIL p r t _ C� ! - EXISTING WATER SERVICE 01-24-07 HING FACILITY INVERTS & ROOF DRAIN Q No.46?345 ,: :,; + CHING FACILITY REVISION �' 'QF to w ,n PROPOSED GAS -- a 12-20-06 .C.C. COMMENTS - ADDITIONAL LEACH S7'v �, o t7� VEN - .. FS G 24.9tJ 119.4fi' SERVICE VENT DBOX G �9. o INS BUILDING FOOTPRINT S/ONAL EN _. .`rd G G a :: . •y ; > _ MAP 27 12-07-06 .C.C. COMMENTS � ., --- - •S 50 42 20 W 14Q.36 TD �- J- --;r ---� "S 47'08'20" 'N ,{ ----cz r cI _ , / 020 MPERVIOUS AREAS EXHIBITS WF 16-1 S 49 20 10 W o 11-27-06 C.C.. COMMENTS D \? 1--t O — / .. . CONCRETE RETAINING WALL STING SEPTIC COMPONENTS TO BE PU.' EXISTIN ~' ARKG SPACE ROOF DRY WELLS LS / DATE. 5-31-06 REMOVED, do DISPOSED OF OFFSITE PAVED PARKING 11-03-06 C.C. COMMENTS REV. LANDSCAPING PLAN ^. fJ 10-02-06 •� .C.C. COMMENTS/REVISED WETLAND DEUN B-24-06 CAPE COD COMMISSION COMMENTS r s r _ - 6 16 06 CAPE COD COMMISSION SUBMITTAL o Q I .� EXISTING CONDOMINIUMS 0 0 $ ` ! 5 , (PER GIS) 5-31-06 S.P.R. INFORMAL SUBMITTAL E fV n n F ;. sx.aLT:Ow naNn N0. B1' DATE REMARKS I o EXISTING CONDOMINIUMS • M I DRANnNG NUMBER - PER GIS SHALLOW PONT3 1 C3 - 0: 2005 2005-103 CML PLO 2005-103UT.dw o s 2005 103 G 0 13 O v OWO Q2ac) oft vO o z� 0 @r-v� o L O a v o 0 ❑ p 0 0 0 0 0 Q o 0 0 4 h I� d ROU$e 314711yannouoa Plans Issued For, SITE PLAN REVIEW (5,31-06) Massachusetts Hyannis, CAPE COD COMMISSION (10-01;06) P t•: t..>,.. -y.,, . �....a e.... ... .-.,t A , ... ,x ,.... .,.. � ,,..., ',9:.-,' '':7 - t .. ..k.:r.4. $;5 +.,,, d?� �x .af,.....v, ,,. •�£ .. . ... ,. t ,,. ,. d:: A .G ..:: 4.. � ;l$ �. , C .... ..,,: a p��, a � } i. r _ , :.. .•: ,,,..i .. , P Prepared For : t:., ,. ... . � �, .F. n Owner: Applicant : Engineer/Surveyor: 7' fr /r b aU r' o }tllY �30 S. P. Properties, LLC Shallow Pond Professional, LLC B� ENGINEERING & SURVEYING R NYE ENGINE e }� (,oi 1330 Phinne 's Lane 683 C Main Street r 55 �� r,}3r f 1 Osterville, MA 026 Y Registered Professional Hyannis, _ Phone - 508 -428-4323 Engineers and Land Sure rs Phone (508)-362-1300 ( ) „ {a 78 North Street - 3rd Floor, Hyannis, MA 02601 Phone (508) 771-7502 Fax (508) 771-7622 _�sw � �--- , � ;� � { • �~,x,��X�ti , � �� .� �;�Iv, ATTN . Matthew Eddy Btmrae - Porttd . � ss am !a a �� , gip~ 1 6 i P p . �r Gooseberry f4 a� r m 1�• '• ;. `q - CL, O *• plsland (3 i ,.•.... t� r ,a �`, ''CYO. '� u liar. f• ;! . ' :•:-,v a } �.y r o ao o O � o o o pif 4 O Q c QF�/�gS ENGINEER: MATTHEW W. EDDY No. Drawing Title MASSACHusETTS REGISTERED ° p d ° L �'ti PROFESSIONAL ENGINEER REG 43183 - Cover Sheet 12/20/06 0 a C 1 ,8� - d and General Notes 10/02/06 C 2 Legend g - Existing Conditions Plan 10/02/06 o C3 g Q C-4 Layout and Materials Plan 12/20/06 a i Plan 9 °- � SITE -° C_5 Utility 12/20/06 a . Septic System Design Plan 12/20/06 a e, �° C 6 P Y ® SURVEYOR: JOHN EWS Grading and Drainage Plan 12/20/06 a a ° ® a - © MASSACHUSETTS REGISTERED C 7 g 4 p a o� • � o / � ❑ PROFESSIONAL LAND SURVEYOR REGI 29874 C-g Sediment & Erosion Control Plan 12/20/06 0 �Q �Q a a Zj o , C_9 Landscaping Plan 12/20/06 F N a b _ENO - Water Manan ement Plan & Details Sheet 1 12 20 06 0 r-; C-10 Storm W g / / p OQ o O v I C-11 Detail Sheet 1 of 2 10/02/06 4 a ° ° a a ° 9#4 ©A v Detail Sheet 2 of 2 10102106 C-12 d 9 g 4 O " 0 0 U 12-20-os C.C.CINS; BUILDING FOOTPRINT AL LEACH .� ' $ o O ARK'G SPACE ROOF DRY WELLS LS 0 0 0 11-27-06 C.C. COMMENTS Cross-Section #1 10 02/06 "' Q ° a°o as a D C 13 / (1 O 11-03-06 C.C.. COMMENTS REV. LANDSCAPING PLAN DATE 5-31-06 � oo / a �f p O n O 10-02-06 .C.C. COMMENTS/REVISED WETLAND DEILIN _ 4 Cross-Section #2 10/02/06 D o 1 o o O D B-24-06 CAPE COD COMMISSION COMMENTS Cross-Section #3 10102106 4 ° ° ° o a Q e (� S �� 6-i6-06 CAPE COD COMMISSION SUBMITTAL a `'-1`' p O Q•Q Q O ° Q p Q O o Q n° p O Blank = Submittal Action 5-31-06 S.P.R. INFORMAL SUBMITTAL \1 0 O a O Q Plan Revision NO. BY DATE REMARKS DRAWING NUMBER j o Q ° • c � � O � 0 • � 0 J = Construction Revision 0:\2005\2005-103\CML\PLOT\2005-103\2005-103CV.DWG Job 2005-103 0 o O L N Ln O O ABBREVIATIONS GENERAL CONSTRUCTON NOTES GENtR * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 24. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE LEGEND REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO EXIST PROP EXIST PROP ABAN ABANDON 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT STANDARD ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR EXIST PROP EXIST FOR HIGHWAYS AND BRIDGES (MHD-SSHB), AS CURRENTLY AMENDED, UNLESS MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL L-50.o0 LP LP LOW POINT �� ADJUST OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH PROPERTY LINE �s DRAINAGE LINE HP HP HIGH POINT APPROX APPROXIMATE DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. �• PROJECT LIMIT LINE —OD— m OVERFLOW DRAIN GB GB BREAK BB BITUMINOUS BERM ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, AS 25• ALL ELECTRICAL, TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS ARE TO ---- - ---- RIGHT-OF-WAY/PROPERTY LINE - s"RD-- — RD — ROOF DRAIN X27.21 TC x2721 TC BC BITUMINOUS CURB CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL FURTHER BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILLING, 27.15 ac 27.21 BC TOP do BOTTOM ELEVATION CONFORM TO SPECIFIC REQUIREMENTS AND INTERPRETATIONS OF LOCAL AUTHORITIES HAVING CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL EASEMENT -- s --- — S — SEWER LINE 21.25 SPOT ELEVATION w ER�D BOC BOTTOM OF CURB CONFORM OVER THE PROJECT. DETERMINATION OF APPLICABLE CODES AND STANDARDS AND CONTRACTOR. -- BUILDING SETBACK — � �+— — �W-- OVERHEAD ELECTRIC, TELEPHONE do FIRE ALARM X�_ BOS BOTTOM OF SLOPE OF THE AUTHORITIES HAVING JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, — W — — W WATER LINE 21 x 25 21 x 25 SPOT ELEVATION AS SHALL BE THE ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR 26. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. STATE HIGHWAY BASELINE BOW BOTTOM OF WALL APPLICABILITY TO THE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ,oa o tom— BASELINE �— FP— FIRE PROTECTION LINE - BORING LOCATION CCg CAPE COD BERM ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND ------ CONSTRUCTION LAYOUT -" c — — G — GAS LINE ® 0 TEST PIT LOCATION EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. BENCH MARK COBBLESTONE EDGING ■ ■ CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND HERETO. �—■-�— �•� ZONING LINE -- E — E OR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY REFERENCE. 27. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT —��cc — —e/oc — �---� TIE IN TO EXISTING GRADE EXISLEV ELEVATION OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A MODIFIED TOWN LINE T _ T — UNDERGROUND DATA do COMMUNICATION LINES EXIST EXISTING LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS STAND IS 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO HIS ---- STATE LINE FA— —FA— FIRE ALARM A` SWAMP EQ, EQUAL OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION MATERIALS, ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM -gyp— — FIRE POLICE CABLE -- 50' WETLAND SETBACK FDN FOUNDATION INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED ON DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR —F� ------- ------- GRAVEL ROAD INFORMATION CONTAINED WITHIN THESE PLANS. OTHER SURFACE. cATv— CAN BLE— CA TV 100 WETLAND SETBACK FF FINISHED FLOOR ELEVATION E0P— _ EOP EDGE OF PAVEMENT -_ 28. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND 200' WETLAND SETBACK GB GRADE BREAK SEEDED OR OTHERWISE STABILIZED AREAS UN11L GRASS STANDS ARE ESTABLISHED TO THE eC �� BITUMINOUS CURB ®� CATCH BASIN -- 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE . too WETLAND BUFFER GC GRANITE CURB THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY CAI COP BERM ®�� DOUBLE cATIrFI BASIN WETLANDGE GRANITE EDGING DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION c,,_ I'm FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 29. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION P -- - m PRECAST CONC. CURB �- DRAIN INLET yyE p SAG HC HANDICAPAT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY ----voc- oc VERT. GRAN. CURB � ® DMH DRAIN MANHOLE _'_2__ 52 HP HIGH POINT 4• THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES BY A PLS TO ENSURE THAT THE MONUMENTA71ON IS RESET TO ITS ORIGINAL LOCATION. 100 YEAR FLOOD PLAIN _��C FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, ALTERATION MONUMENTS INCLUDE, BUT ARE NOT LIMITED T0, TOWN BOUNDS, MASS HIGHWAY BOUNDS, = SLOPED GRAN. CURB =�= m= TRENCH DRAIN MITIGATION AREA LINE LA LANDSCAPE AREA PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS LIMIT OF CURB TYPE I PLUG/STUB AND ADJUSTMENT OF GAS, ELECTRIC {INCLUDING UTILITY POLES), TELEPHONE, CABLE, FIRE AND STONE WALLS WITH DRILL HOLES. EDGE OF WAS LP LOW POINT ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC AND SAWCUT FES0 FITS► FLARED END SECTION MAX MAXIMUM PRIVATE, AS REQUIRED. MA •� � MATCHLINE HEADWALL TO m TELEPHONE MANHOLE MIN MINIMUM 5_ THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, AND ® CONTROL STRUCTURE » 0 TELEPHONE MARKER LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, sVPL SAIL TS n TRAFFIC SIGNAL MCC MONOLITHIC CONCRETE CURB AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR THEIR SOLID WHITE LINE �� ° REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY NIC NOT IN CONTRACT Sn Sn. OO © SMH SEWER MANHOLE 0 ❑s SIGNAL BOX AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, AND OTHER BURIED SOLID YELLOW LINE FRCP FAOP NTS NOT TO SCALE INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES TO - '' --- — BROKEN WHITE LINE ® GREASE TRAP o FIRE ALARM CONTROL PANEL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE FB FB PCC PRECAST CONCRETE CURB — 9YL — e BROKEN YELLOW LINE o o FIRE ALARM BOX PDRA PREVIOUSLY DISTURBED RIVER FRONT AREA CONTRACTORS FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES sirs _ SVCHL SOLID WHITE CHANNELIZING LINE (w> ® WATER MANHOLE pT TRANSFORMER PAD EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES VC PROP PROPOSED AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT 1-888-DIG-SAFE) AT LEAST 72 SYCNL SmSOLID YELLOW CHAIVNEUZING LINE DG WATER GATE TR ® TELEPHONE RISER HOURS BEFORE THE START OF CONSTRUCTION. PWW PAVED WATER WAY TSV TSv TAPPING SLEEVE, VALVE, DOUBLE YELLOW LINE --•' —" do Box RISER �� REMODEL 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL FOR INSPECTION BY THE APPROPRIATE s SL STOP LINE AUTHORITY IN ACCORDANCE WITH THE TOWN REQUIREMENTS, AS APPLICABLE. PRESSURE REDUCER REM REMOVE 41 `j' SIAMESE CONNECTION R&R REMOVE AND RESET 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, ---- T ' T STEEL GUARD RAIL R&S REMOVE AND STACK INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS I 'd FIRE HYDRANT PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO WOOD GUARD RAIL M YM —°—°—°- —o—o--C- STOCKADE FENCE ID ° WAS ME RET RETAIN COMMENCING ANY WORK. •Pw •� POST INDICATOR VALVE SGE SLOPED GRANITE EDGING 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED """ PATH Q ® WELL SGC SLOPED GRANITE CURB AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. ve'jN TREE LINE - MONITORING WELL TIEG TIE INTO EXISTING GRADE 9• THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW —x—x—x— —x—x—x- GAIN LINK FENCE IRRIGATION CONTROL VALVE TOC TOP OF CURB MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED STONE WALL AS "REMOVE AND RESET. (R&R) x �8( SPRINKLER HEAD 1nF TOP OF FOUNDATION - - -�—�- RETAINING WALL oc 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION O o GAS GATE TOS TOP OF SLOPE NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST QED HAY BALES 99 ® GAS METER TOW TOP OF WAIL ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED. --2----- —4 MINOR CONTOUR O m EM ELECTRIC MANHOLE TYP TYPICAL 11• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED ® IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING - - -ic— —20— MAJOR CONTOUR Eg ELECTRIC BOX UON UNLESS OTHERWISE NOTED INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE —rs _TS— TOP of FM � ELECTRIC METER VIF VERIFY IN FIELD BY CONTRACTOR DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION ----�'> — BS-- BOTTOM of SLOPE # LIGHT POLE VGC VERTICAL GRANITE CURB OF THE AFFECTED WORK. < FLOOD LIGHT LANDSCAPE LIGHT unLm 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL i� ACCMP ASPHALT COATED CORRUGATED METAL PIPE BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR BUILDING .�, ■-o LIGHT POLE (SINGLE) COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT EN ]Qa BUILDING ENTRANCE - H SINGLE LUMINAIRE CAP CORRUGATED ALUMINUM PIPE BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM LD ]rLD LOADING DOCK GIP CAST IRON PIPE THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE ■..■ DOUBLE LUMINAIRE ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND _14 o+D ]411OHD OVERHEAD DOOR ..�- --z-- TRIPLE LUMINAIRE CIT CHANGE IN TYPE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK o BOLLARD WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE QUAD LUMINAIRE CMP CORRUGATED METAL PIPE MADE IF NECESSARY. C F21 DUMPSTER PAD JCL WALL PACK -- �- ' " COND► CONDUIT SITE LOCATION SIGN 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF 1471 1 annou h Road a DOUBLE SIGN CPP HIGH DENSITY POLYETHYLENE CORRUGATED OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND Y g P,_ Pm O O MANHOLE COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. • PARKING METER � .�- C. -o- UTILITY POLE/GUY WIRE PLASTIC PIPE - SMOOTH INTERIOR Hyannis, Massachusetts to PARKING COUNT -- 0 -0- UTILITY POLE/GUY POLE CS CURB STOP FOR WATER LINE 14. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION PREPARED FOR c>o COMPACT PARKING STALLS L 10 HAND HOLE MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY Shallow Pond Professional, LLC 0 DIP DUCTILE IRON PIPE RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, II IIIII(II CROSSWW ® PULL Box STATE, AND LOCAL THE JOB SITE AT ALL TIMES.REQUIREMENTS REGULATIONS SHALL BE FOLLOWED BY ALL W3 C Main SL pS DOWN SPOUT® SILT FENCE/HAYBALE Osterville, MA CROSSWALK E ELECTRIC ---- DIVERSION BERM/SWALE 15, THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE (508) 428•4323 AND HAY BALE CHECK DAM CONC. PAVEMENT F&C FRAME AND COVER PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT TITLE �] PI POINT OF INTERSECTION SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL STANDARD DUTY FLEXIBLE PAVEMENT F&G FRAME AND GRATE CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. Legend and General Notes HEAVY DUTY FLEXIBLE PAVEMENT �® FLARED END SECTION (FES) G GAS WITH STONE PROTECTION 16. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL F011 ® HANDICAP RAMP HYD HYDRANT BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, To NATURAL BAXTER NYE ENGINEERING & SURVEYING 61 HANDICAP PARKING 6 PERIMETER GRAIN STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, ID INTERCEPTOR DRAIN PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, � Engineers y TRASH, AND OTHER Registered Professional and Land Surveyors �z VAN-ACCESSIBLE HANDICAP PARKING PAVED WATERWAY (PWW) VAN ww WITH STONE PROTECTION INV INVERT ELEVATION DELETERIOUS DEBRIS. � ® CART CORRAL 17. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 JUTE`MAT IN SCALE PD PERFORATED DRAIN' Phone - (508) 771-7502 Fax - (508) 771-7622 a Detail no. ® UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. . on DETAIL OR SECTION REFERENCE r� PVC POLYVINYL CHLORIDE PIPE Sheet no. r 18• AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S N TREES RCP REINFORCED CONCRETE PIPE OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, ',, A f SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE Ur SHRUB RD ROOF DRAIN CONTRACTOR'S EXPENSE. S SEWER 19. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SMALL BE THE RESPONSIBILITY OF EOD•P ' THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. t < �► SD STORM DRAIN 830 20. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY Fcrr T TELEPHONE FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES TSVdc6 TAPPING SLEEVE, VALVE AND BOX DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE c; CONTRACTOR'S EXPENSE. LIP UTILITY POLE 21. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE. DATE: 5-31-06 VCP VITRIFIED CLAY PIPE 22. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT to-o2-osC.C.C. COMMENTS/REVISED WETLAND DEUN w WATER EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS s-24-06 CAPE COD COMMISSION COMMENTS N TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND s-ts- CAPE COD COMMISSION SUBMITTAL 5-31-0 6 6 S.P.R. INFORMAL SUBMITTAL REPLACED. C-2 23• ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED N0. BY DATE REMARKS SLOPES ON WALKWAYS TO BE LESS THAN 5% AND ALL CROSS SLOPES <-2%. ALL DRAWN BY: MCL DESIGNED BY: ICHECKED BY: MWE DRAWING NUMBER WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF 0: 2005 2005-103 CIVIL PLO 2005-103LGD.dw MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. 2005-103 unOU J G :�i G ', 50.7 GENERAL NOTES : SOIL LOGS P• 11,178 DATE 12/2/2006 SOL LOOS P• 1t178 SOIL LOGS P• IVW DATE , 4/04/20M LOCUS NOTES : \ I � ` DATE - 12/22/2006 BARNSTABLE `�� R9`. P�� �\ c ��'�� 1.) LOCUS AREA IS COMPRISED OF: BARNSTABLE 1.) LOCUS IS SUBJECT TO AN EASEMENT TO BRISLANE LIMITED VENTURE REALTY TRUST RECORDED Q \ \ C) LOT 1 B 0 PLAN BOOK 539 PAGE 24 SOIL EVALUATOR: BOARD OF HEALTH AGENT: BARNSTABLE SOIL EVALUATOR: BOARD OF HEALTH AGENT: IN DEED BOOK 1o,831 PAGE 71 AND "A LIMITED PARKING EASEMENT' AS DEFINED AT DEED R ; BOARD OF HEALTH AGENT: Wilson P.E. n Desmarais BOOK 20,211 PAGES 10 & 11 WITH ASSOCIATED SKETCH PLAN EXHIBIT. 47,6 » 474� � � \ 50.s II 49.2 48, �yo� ASSESSOR'S MAP 253 PARCELS 014-X01 & 014-X02 Stephen A. Wilson, P.E. Don Desmarais Stephen A. Do 9 DEED BOOK 20,379 PAGE 211 Don Desmarais TEST PIT 1 B TEST PIT 2B TEST PIT J3B c^ �"�'� ', �, ' O i �'. �\ N OWNERS: S. P. PROPERTIES, LLC APPLICANTS: SHALLOW POND PROFESSIONAL, LLC TEST PIT #2 TEST PIT #3 # # 2.) LOCUS IS SUBJECT TO A TAKING BY THE COMMONWEALTH OF MASSACHUSETTS OF ROUTE 132 0 , C. or, G.S.E. = 41.5 G.S.E. = 37.5 SOIL EVALUATOR: G.S.E. = 45.99 G.S.E. = 46.05 G.S.E. = 45.08 RECORDED IN DEED BOOK 807 PAGE 432. jQ�P \ �\ ,`', LANAREA D ��`� l �► 49,2 4a.7\N N y j 1330 PHINNEY'S LANE 683 C MAIN STREET HYANNIS, MA 02601 OSTERVILLE, MA 02655 Stephen A. Wilson, P.E. ow A ; IOYR 3/3 ; SANDY LOAM 0" A ; IOYR 213 ; SANDY LOAM 0' A ; IOYR 2/2; SANDY LOAM �� '� J c s PHONE: (508) 775-9361 PHONE: (508)-428-4323 0' A ; IOYR 3/3 ; SANDY LOAM 0' GRAVEL FILL p 3.) LOCUS IS SUBJECT TO AN EASEMENT TO COMMONWEALTH ELECTRIC COMPANY IN DEED BOOK , � , ,, 50.4 I � � c�' TEST PIT #1A 5,266 PAGE 330. ` / �18.7 � 2• PRIMARY BENCHMARK : TOWN OF BARNSTABLE ENGINEERING DEPT. STATION 19 4" ELEV 41.2 16" (ELEV 36.2) 8" (ELEV 45.32) 8" (ELEV 45.38) 6" (ELEV 44.58) l -� / 4 9,0 O ) ( ) G.S.E. = 41.63'9 c9� \ DRILL HOLE IN CONCRETE CURS ISLAND AT INTERSECTION OF �� x 51.0 c �� Gy ROUTE 132 & BEARSES WAY. B ; 1 OYR 4/4 ; SANDY LOAM B ; 1 OYR 2/1 ; DENSE SILTY SAND w C ; I OYR 4/6 ; MEDIUM SAND do C1; IOYR 5/8 ; MEDIUM SAND C IOYR 4/4 ; MEDIUM SAND dr 4 7.3 ,1 4 8 y 4 483 \ 0 PAVEMENT GRAVEL WITH COBBLES WITH COBBLES GRAVEL �,. ELEVATION = 70.45 (DATUM: NGVD29) x;46'� ; 50.3 �4 �� g to PROJECT BENCHMARK : SEE PLAN 68' (ELEV 40.32) 50" (ELEV 41.88) 80" (ELEV 38.41) �� ,O 47.7 7.1 �O 24" (ELEV 39.5) 24" (ELEV 35.5) 4' (ELEV 41.3) o I \ 1 0.0 �(j, 1 �.� 3.) A TIRE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED PLAN BOOK 535 PAGE 5 `, 48.4 I 47.4 , RIM=%46.4,7 49 0 TO BE NECESSARY A TIRE SEARCH SHALL BE PERFORMED BY OTHERS. A ; GRAVEL FILL A ; IOYR 2/2 ; SANDY LOAM IOYR 2/2 ; SANDY LOAM A ; IOYR 2/2 ; SANDY LOAM i \4 �, CI; IOYR s/s ; MEDIUM SAND C1; IOYR 7/1 ; FINE SILTY SAND C2' MAP 253 PARCEL 018-001 do 018-003 47.5 0 UP594 1 ♦ 4•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD N/F RICHARD NOVICK, ET AL, TRS. 49.41 48.6 48.5 , 47.3 OF 9 �\ RIM- goo CONSISTING OF AVAILABLE PLANS DEEDS AND LAYOUTS. w w r 47.4 � 49.5 � 30 (ELEV 39.1) 78" ELEV 39.49) 60 (ELEV 41.05) ply 37.58 ` , 48.3 E 5® THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD 30" (ELEV 39.0) 36" (ELEV 34.5) ( ( ) \ B ; IOYR 2/1 . ORGANIC LAYER' W/ • 49 4 OV48.4 f ,/47'9 48 6 49 6 49.5 �`� � SURVEY PERFORMED BY BAXTER NYE ENGINEERING AND SURVEYING ON NOVEM13ER 9-10, 2005 ; 10YR 7/1 ; FOREIGN MATERIALS - B ; IOYR 5/6 ; SANDY LOAM C IOYR 5/4 ; MEDIUM SAND do B ; IOYR 5/4 ; SANDY LOAM / ))2( Q 49.6 1 c PLAN REFERENCES: C 2 COMPACT C2; IOYR 7/6 ; MEDIUM SAND CANS, TREE TRUNKS, ETC. GRAVEL WITH COBBLES 0- 48'8 Ext�TING �' 49. 49.5 - MEDIUM SAND w �'� 48 3 , 47 6 PC C 48 0 AVEb PARKING /�,' / D4 4. 49A 1 48 9 \ PLAN BOOK 539 PAGE 24 60 (ELEV 36.5) 60 (ELEV 32.5) 70 (ELEV 35.8) 90 (ELEV 38.49) 144 (ELEV 34.05) 108" (ELEV 36.08) _ PLAN BOOK 230 PAGE 59 '�9 i 47'7K8 6Z648--' 4S 2 - 48,8/ �► ` 48.7 PLAN BOOK 535 PAGE 5 C3- IOYR 6/1 DENSE FINE C ; IOYR 5/1 ; COMPACT GRAY C ; IM 5/6 ; MEDIUM SAND & C ; IOYR 5/6 ; MEDIUM SAND 48.9 048.8 / �( 49,4 �-W 49 7 o PLAN BOOK 366 PAGE 63 SILTY SAND SAND GRAVEL WITH COBBLES -,� 49.2 01 WITH COBBLES 48,7 88" ELEV 34.3 144' (ELEV 33.99) 156" (ELEV 32.08) , 48,9 48.3 J�/' 47.9/j 'A94 1 '' 48.8 9.0 ¢� 49,1 \` 48. ROUTE 132 1952 LAYOUT (SHEETS 5 & 6 OF 11) 82- (0" 34.7) ( ) w / , J 49. 49.6 `� THE PROJECT LIMITS, AS FIELD SURVEYED BY BAXTER NYE ENGINEERING AND SURVEYING WATER OBSERVED AT 134" (ELEV 34.82) WATER OBSERVED AT 134" (ELEV 34.88) WATER OBSERVED AT 122 (ELEV 34.91) 4816 i �. 49.4 49.8 I-F 49.7 �' ;;e2005 EXTEND APPROXIMATELY TO LOCUS LOT LINES AND TO THE EASTERLY J�C ��. 4'7.9 J 49.7 49.4 . 4 �� 0 49,7 ,� \ ON NOVEMBER 9-10, WBERRY HILL ROAD. OTHER INFORMATION SHOWN IS FOR REFERENCE C4; 10YR 6/4 ; MEDIUM SAND PERC O 110" (ELEV 36.82) PERC O 112 (ELEV 35.75) 8,8 , 4 6 49,2 *ADJUSTED HIGH GROUND WATER CALCS. e.9 o ♦ SIDELINE OF OLD STRA UNABLE TO SOW PER CCC TB 92-MI: UNABLE SCWC 48.9`� 0 49.3 ''fig 48.0 a�-� 46.1 �49 2 49,8 7%_ 9,6 49,7 `ael ® 49'7 4 9.7 +, q• ONLY AND IS CIS INFORMATION OBTAINED FROM THE TOWN OF BARNSTABLE CIS DEPARTMENT. 120' ELEV 31.5 PERC RATE < 2MIN/INCH AIW-247/ZONE C PERC RATE < 2MIN/INCH - J _- 4 8, 4 9.5 ' 6 w.� 5. COMMUNITY PANEL NUMBER: 250001 0005 C ( 3/29/06 ADJUSTMENT��0• 48' 48,9 48 8 �'�� 5- ' 4g 7 9 7 y ♦ �c `�l ` 49, ~ 49.9 Gz O ) THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES: B & C GROUNDWATER OBSERVED AT GROUNDWATER OBSERVED AT NO WATER AT 88' (ELEV 34.3) � ADJUSTED H. G. W. EL 36.88' '- 46 •� -- LOT 1A �c�` 6.) ENVIRONMENTAL INFORMATION: 90" (ELEV 34.0) 44 (ELEV 33.8) 4 48.4 / i 4 0.6 PLAN BOOK 539 PAGE 24 � ,� 49,7 ® 49 i 7, ®= PERC ELEVATION l / ,6,6, 43.6 , p 7 RIM= MAP 253 PARCEL 014-XO4 4� 49.7 m� • SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 48.7 r'' `� ® 40.36 N/F FRANK R. MCDONOUGH � � �� • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER 0,3 0 NHESP MAP JUNE 2003 "ESTIMATED HABITATS OF RARE WILDLIFE" o 49,9 ` 49.5 FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." 46.9 f'- x 43.1 ' 40.5 yS' EXISTING B NG 4 1 • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 �\ x 47.1 P G 4 �.�`� � _ __--__ N 43.5 5 O NO 1 50.1 I x 49.5 \ c POOLS." 46 l 47,1 C. "��� ' �. \ 40 L as) I '�` �OV�6 "CERTIFIED VERNAL ------ - ' 4 �Q) 48.7 �! �' S ' x.-43:0 � � �'' �- \ I` � ♦ 49.9 STING a � • SITE DOES APPEAR TO BE WITHIN A PRIORITY HABITAT (PH 1600) PER NHESP MAP 100' OFFSET 01� ENE s m �\ • WETLAND FLAG LINE 46,4 48 44,5 �ru 'S, .,� 40 yoy 4lic S O JUNE 2003 "PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER 46.8 -Box c,w `�' \ \ THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). 44 ----S 3 �� � � � � 40.5 �• 4916 _ 4 �N�N / , ` 49'9 C✓ •BRICK SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE 43�-� 43.8 ' _ 42.4x 43. 4 .43,7 � � • \ PLANTER / PROTECTION AREA. -- 47.3 41. 42 A 9_ --,, x 41.7 � 42.\ 9. .�0" �NPv �' 49. \ 9.3 49.6 & SIGN `� 7.) UTILITY RECORD As INFORMATION SHOWN HEREIN: 41 �•' XISTING - TP #2 `�� 44,9 3�� gLO f • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE Z C ACH-PJT x 42.8 \ `� r N 0• 48,2 48,2 ALL EXISTING UTILITIES,8,7 4o Z-I' � -�- e � 49,z ` AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF 39 7 - 39 ,/ � � �� 48.0 48.1 > EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE 1 *' - I '` _�' PLAN BOOK 539 PAGE 24\ 40- 14 4 -� 49.0 WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE -- MAP 253 PARCEL 014-X02 `, p cr , `� 48,0 \� 49.5 1 AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR N/F S. P. PROPERTIES, LLC `� 23 px 4 ,2�� �� 47.8 �p \ . , \ CONCRE ` > 50.2 ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE SAID 39.4 r'- ♦ 38.4 \ 42.2 _ ` `` 47.8 48,0 48s. .7 ` FLAGOLEO INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE x x 40.5 41.0 ti\ ( �\ y - EOP 4 2,9 42'9 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. EOP 00A1 PLA BOOK 539 PAG 24 > _ - \\``.�A\ \\ P N/F7NK R. M DON GH 49.50 OFFSET.FROM ..,�_ ��S0, .�.40,8 � , • 47.6 � MAP 253\ / 1 APPROXIMATE SEPTIC SYSTEM LOCATION PER SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . WETLAND FLAG LINE / x 3�1� I `� ��� 42.2 \ \ 014-X03�� �` n I , , PERFORMED FOR FRANK MCDONOUGH BY JOSEPH M. MARTINS OF ACCU SEPCHECK SEPTIC INSPECTIONS do 39,4 \` `\ ♦ "�N\�� T I \ \`. x 42,4 \�\\\X` \ ;47.9 48.2 \49,0 9S LOCATING SERVICE ON 5-19-1999. i ') y \ x 40.6 \\ 5\7 48.0� ` \ \ Wl=,�1B-12 t (r #3 `� �o V I ♦ \�\ \ \ N ` > ADDITIONAL SEPTIC INFORMATION OBTAIN FROM: i 39,4 c^ x 41.4 \ \ 34 E • x 39,4 s ' \ 4k-\ 1 APPROXIMATE SEPTIC SYSTEM LOCATION SHOWN ON MAP 253 PARCEL 014-X03 PER SITE AND SEWAGE Of `^ \\ r \ x 7A (�O 48.3 4 .6 g � o � 1 0 \ � \ \ � P P zi20 4 9, , PLAN OF PORTION OF 1471 RTE 132" PREPARED FOR FRANK McDONOUGH BY DOWN CAPE ENGINEERS AND i i 42.1 \\ \ CONC' 4 7.1 C'/ 4,7 _ o A i � 1 � ♦ N \ � 9.3 LAND SURVEYORS OF YARMOUTH MA. SIGNED AND SEALED APRIL 2, 1996. WF IB-11 cP 39,3� l/ 37 \ p`V � TBM: RIGHT FRO14T CORNER FO x ,J H \ TBM: MAG NAIL SET x 41. ` 471 RED' ll ' 40.L'S (NGVD) ' GONE x/47.7� BRICK PATIO EL � 48.87 (N VD x 38:2 __ __--- �� t i " ' , / 4 2,4 "` i , APPROXIMATE SEPTIC SYSTEMS LOCATION SHOWN ON LOCUS dt MAP 253 PARCEL 14-X02 PER "SEWAGE _ __-- \ • 8.3 �► \ t: , / 4 '1 �- `J \\ DISPOSAL. SYSTEMS FOR PROPOSED 15 UNIT ADDITION RAINBOW MOTEL PREPARED FOR FRANK McDONOUGH, ,)39.6 40,8 i ` ' 45.91. / 8,9 OX• APPROVED BY MDEQE ON 3-30-1977, AND BOARD OF HEALTH CERTIFICATE OF COMPLIANCE 184-241 BATED APRIL 4, 1984. 3_.4 i x 4 .1 M ITIORIN 1 LEACH PIT \ G ` r � \ �` �- -- ---------_�--' ' _ -�VUF BVW-4 \ ♦ WLL (TYP.)� 41.5 x 41�� (LAUNDARY) / ® 0 `�` x 4 �\ 45 eR�q'r pq 4 s \�`� • WATER LINE INFORMATION IS BASED ON TIE CARD JZ-2981 PROVIDED BY �p �` 36.7 INF BVW-6 WF BVW 5 36.7 / / � \ n0 , � / s - g - �� x RIM- ,40.49 �''� BARNSTABLE WATER COMPANY. WF IB-la-, 36., WF BVW-3 �p ` / x 41.4 x 4 .7 ` 43.6 ` 9.1 • 36.1 �- 0 - ---- _ _ WF IB-7 HT ,P / TP #1A � ` GAS LINE INFORMATION PER MAP JSM2756 PROVIDED BY KEYSPAN WF IB-8 --- --__ x 36.3 ---------- 36,1 ♦ 39.7 �' \\ x 40,7/ 48. x 48.9 ENERGY DELIVERY ON 11/28/05. \ -WF IB . -- WF 18-6� __ - - 7.1 1 �1 - �.---- `- - - - --� WF Bvw_2,� - 38.8x � � ; LOT 1B ,,� 42.7x � \ � 8.) WETLAND DELINEATION PERFORMED BY HORSLEY WITTEN GROUP. 6 i 34,4 ~ ' ! Z ; / EXISTING PLAN-BOOK-539--PAGE 24 �_�' BRICK FIELD LOCATED BY THIS FIRM ON NOVEMBER 10, 2005. \ _91- 34.4 __ \ ''` /xx 371 37'2x ♦ /. i 00 �/ PAVED PARKING --M'AP 253 PARCEL 014-X01 RET. WALLS 1� REVISED FLAGGING LOCATED AUGUST 21, 2006. 2 WIDE RAMP 1 , 34A 35.9 ! ( / . H ` / �� N/F S. P. PROPERTIES, LLC ,� SITE LOCATION \ 34.4 WF IB-5 g-� t / ,' .'� 43. ' , O� 48,1 48,3 ,,�Ana� , f 8 O� +4a,0 ,�' 48.2 1471 1 annouah Road EXISTING FLOATING DOCK O \ 209, (/NF , g�y ♦ 01 ! �`' x 40.7 y (SE 3-2708) S �07 \ 34.4 \ 35.0 � 35.7,,-1 � X i i � �.' x 42,� 20 y _ y �O >'T. w \ 34 x `� ��37 7 3 '8 x H ( / . _ Hyannis, Massachusetts 34.9 1 ` � f ,' x 42S / 43. 5• - 4i \ 351 ♦ �1�k. �� ' Q, \\ 39.2 .2 , / ,� ,/ T O IQ 47.7` -------- PREPARED a�� \ \\ 34.4 \ oA !� /'.�� 42.0 - q ?o77.. b 47�BALAWN = Shallow Pond Professional LLC \ , �� STING 38.f� 39,6� r TEL-EP ONE 43.4 ! 4) o LOT 1B \ 34.5 � �4 WF IB-4 PUt CHAMBER ® 9A �ti 35 , /�� / ,CON PADnLJT43.6 t3'� � A UP 4��9 683 C Main St. PLAN BOOK 539 PAGE 24 \ �� , 36,0 x 3 J Nv 1 ® 9.1 ,' , Ostervllle, MA MAP 253 PARCELS 014-XO1 & 014-XO2 '! III r+r 38.8 ' \ \� 40�8 1.9 43.0 42.7 43.0 ,�' 43.1 43,9 w'4C(- �, N % / 4E UPLAND AREA = 73,941E SQ. FT. d' O S 92 --- - ----__--_ !_- ___ _ - '46.3 (508) 428.4323 WETLAND AREA = 7, EXISITING i J 38.9 ,` 43 - ---�----- --- 4�'1 / 47 TIRE 677t SQ. FT. 1 / / TOTAL PARCEL AREA PER PLAN = 81 618t S.F. ` LEACHIN� SYSTEM I I S ( O • ; j i rf ----- _ __----- -44-4 4 / , N TP#2B-- _ Cl) ♦ o ♦ rr /' W 8 i' EXISTING 4a.9 �5 - _ - -_ -TP 4- _-46.1� ��' 4E / / 47,3 Existing Conditions Plan c> I !! ,� 39 /38'9 SEPTICII TANK , \ x 45,9 45.6 __- ,�j 46.6 ��i r! ,'!�, �'/ -SHALLOW POND m ' x s _S s 46,2 _--- N to �- - 6.2 4fsi--- 36.0 ), 37,0 ,' 4 s = -s RET. 46.2 �""" 'MKN HOLE BAR ENGINEERING & SURVEYING 34 WF IBr3 / p 38. RET. 46.4 46.4 f V G A GREAT POND OE J�ON, D ,' �' `" 39 gg 8 46.9 46.9 46,5 46.7 M v P T 7 �"� i/ POND EL 34.5 ^ ./ � CONCRETE PATIO/BRE AY ROVE CONCRETE PATIO REMWAY ABOVE ( � ,� o ! x 38, ti 4�,6 � �a� � �, Registered Professional Engineers and Land Surveyors Z ' , 38.6 $ ' 8'7 ExISTiN ,TWO,STORY MOTEL `�i COPP A !� 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 ti w > 6 1 ��i ow , , , 1 4 Phone - (508) 771-7502 Fax (508) 771-7622 34,4 / /r 37 �x ",' FOOTPRINT do NBREEZEWAY AREA � 93,22t S.F. 81M=i 47. i i i 47.17 r , 1 i o .� 0 i -2�� 38.9 �' 40,3 x 45.1 45.5 - - _ 4 ,i 4 .5 *, ��� 0 _ 397 ,.. Q 4.7 lEXI TING 263'� ~SqC� ` U 3 c 44A C TANK , i / R IAA y o 1 / , �'� y 38.2 38,5 - J / 414x� 43.6 rx 45.1 046.1 ' ,,, 'iJ� 9,�/ 20 O 20 40 !s WDy \ 34,6 / r c^ 3 x_3$ --~a _ -' i' � --- x 44.1 EXISTING LEACHING�SYS v o ' 34.5 .� ; x 38.2 8 38,4 x 38 _- - - _ J�--' _ 42,9 -�EXISTING ' ___ 46.8 • SCALE IN FEET _ ! / ! \ - ---------- `X 43.4 44, SEPTIC TAN ---- --- - __ -- - ---- _ / Al) 1 xx 45.1 __x 4�2 -�'+ 46 8 _ 68:�N END » , rn o w - - - - -_ - _ -'- C' K ___-----_-_-CB DH�AQ-_ - r---_ ?SEE DETAIL) ' / , i' SCALE' 1 20 o n� 490 ^ ''� v t�1 -__ ------------X42.1 / - 5EE-DETAit '81--__ - -- o ♦ �9.48- X 42.5 - 9 �4zj, T -- ( RIM-'46.68 i 0, 35,7 ! i t / -:,�@ ,S '42'20" W 144.36' TD 43.1 4 ` _ 46,9i S 4Tp8'20" 49,3 CU �INLF� 46.8 i - f � r .-- --- --1 S 49'2010 W 49.4 34.7 , -1/ 3 .6 -' CONCRETE`REIRINING -WALL 46,8 47.4 4 ----- --)�Z- tr i EXISTING - 50 PLAN BOOK 366 PAGE 63 \ ' ---- , / , �' ``/ i �� _ _ 46,6 MAP 253 PARCEL 013-001 \ \� PAVED PARKING 0 t /47.8f / / ,' DATE. 5-31-06 ,' - ` MULTIPLE OWNERS O 34.6 _ �7 7 /, ' � ' ' / � i �' � � ,3 �� >� 10-02-06C.C.C. COMMENTS/REVISED WETLAND DEL1N � B-24-06 CAPE COD COMMISSION COMMENTS i ,' ,' LOT 5,' / ' �' ' EXISTING CONDOMINIUMS '`-_--- -------- r ' N h� W / ,�' to-dy•o0+ 6-16-06 CAPE COD COMMISSION SUBMITTAL ,' PLAN'BOOK 366 PAGE 6'3 ,' /' » (PER GIS) » ^�. 48,6/ - Cw3 j �i MAID 253 PARCEL 013�002 �/ i i �,' ♦ SHALLOW POND J C S____ " / 5-31-06 S.P.R. INFORMAL SUBMITTAL J N/F.OUERGEN H: do HERT-A H. KELLER, , , > _ ,� / (PER as) _ s 47•08 20 w 59.81' TD ___ � / / / .' N0. BY DATE REMARKS ' ,�' �,' / l/' �' (,� �/ - _ "SHALL W POND" 0.08' a 0.86' / i .�� DRAWN BY,• MC DESIGNED BY: CHECKED BY: MWE DRAWING NUMBER drill" ,�' ,,' ,� / �,- ,' ; `/ / ` i RECORD LOCATION- ]- �] CB DH FND ' ,-' 0: 2005 2005-103 CIVIL PLO 2005-103EC.dw o �.' / i / ♦ \ / PB 539 PG 24 - , ' / DETAIL 2005-103 HELD N.T.S. Ln o U UTILITY NOTES: 4. THE ON—SITE WASTEWATER TREATMENT FACILITY SEPTIC 11. GAS ELECTRIC DATA COM IS SHOWN SCHEMATICALLY 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT ( / 1-888—DIG—SAFE) AND UTILITY COMPANIES TO LOCATE ALL SYSTEM) HAS BEEN DESIGNED, AND SHALL BE CONSTRUCTED, HEREON. THESE UTILITIES SHALL BE INSTALLED WITH A TO THE START IN ACCORDANCE WITH 310 CMR 15.00—STATE ENVIRONMENTAL MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR E ; OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE CODE TITLE V. THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL, - ` EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF COORDINATE FINAL LAYOUT WITH APPLICABLE UTILITY ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE 5. WATER MAINS TO BE DIP CEMENT-MORTAR LINED U.O.N. COMPANY. t ., LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE, ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS REQUIRED BY AND IN ACCORDANCE WITH THE LOCAL WATER 12. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN LANDSCAPED APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE DEPARTMENT AND APPLICABLE AWWA SPECIFICATIONS. c TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL AREA LIGHTING SHALL BE ON A 15' MAXIMUM POLE. LIGHTING DESIGN YY_. SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED _ BY THE OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE 6. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS SHALL MEET THE REQUIREMENTS OF THE CAPE COD CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE COMMISSION TB-95-001 "EXTERIOR LIGHTING DESIGN". ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND EQUAL. 13. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR r C UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. THE CONTRACTOR SHALL NOTIFY THE 7. DOMESTIC WATER SERVICE TO BE 2" POLY PIPE INSTALLED BACK FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH `� t {`` PLAN INFORMATION, ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY WITH A CURB—VALVE AND BLEEDER, MUELLER, BALL—TYPE, FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF MARK II, ORI—SEAL AND CURB BOX. TREATMENT. THE SURFACE TREATMENT SHALL THEN BE ... � �� !� J<� REPLACED IN KIND. EOM � ,^_ ,,. ., 4.. -�. y WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND � ' � f>_ ., :.. � RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE 8. WATERLINE INSTALLATION REQUIRES THRUST BLOCKS TO BE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL INSTALLED AT ALL BENDS, ENDS F LINE, VALVES AND FIRE 14. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, UTILITIES, UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. HYDRANTS I ACCORDANCE DETAIL # FOUNDATION AND CONCRETE PADS UNLESS OTHERWISE SPECIFICALLY NOTED HEREIN. 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED 9. FIRE HYDRANTS WILL BE MUELLER, CENTURION, OPENING Pcc CCU LEFT TO EASE MAINTENANCE AND PARTS AVAILABILITY. - � BETWEEN ALL UTILITY CROSSINGS. c WATER VALVES WILL BE RESILIENT SEAT MUELLER GATE t - `79A 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE VALVES OPENING LEFT. r" ' MAINTAINED BETWEEN WATER AND SEWER LINES. WHERE WATER LINES CROSS SEWER LINES, THE SEWER LINE SHALL BE 10. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18" BELOW ACCORDANCE WITH MASSACHUSETTS BUILDING CODE AND APPLICABLE NFPA REGULATIONS, IF SO REQUIRED. SEE PLANS THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS AND CALCULATIONS FOR FIRE SPRINKLER SYSTEM BY OTHERS. ` POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL a•' AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION ' a� SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT—LINED \nc, 1 DUCTILE IRON PIPE FOR ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY - r SOUND. THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES 2 '` y ,- T SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT t r THEY ARE WATERTIGHT. r , EXISTING SEPTIC COMP ENTS TO BE'PUMPED, 1O�J OFFSET FROM FI CLEAN SATED"OR-CRU ED.IN PLACE 1 - WETLAND FLAG LINE , _ O - 1 T y \ ` T BRICK t1 r SIGN PLANTER t .. _,.1 tr ` 40 }; PROPOSED,,LIGHTING FIXTURES TO BE COORDINATED WITH ARCHITECT do OWNER ( AD RE F ARCH TYP.) ,' _ COriC TL l c r LAG L_ _ ' 0 5O' OFFSET FRO%. So. \ FTLA'W F UNF .a_.. / _ 1 SAWCUT PAVEMENT �1FT�A• IF DOMESTIC do FIRE SUPPLY LINES / NSSTALLA11ON FOR WATER (SEECNOTE 12 HER AD ARE ARE INSTALLED IN THE SAME 1 �, C •��ti TRENCH THE DOMESTIC LINE SHALL r SLEEVED IN 4 SCH 40 ... r c<✓� ,` BE PROPERLY ° , • r EXISTING FORCE MAIN '. o -._ 2 WATER SERVICE TO E TIED INTO, TO BE REMOVED T \ `` SAATERSMAIN USING`'ST INLESS STEEL,'. REMOVE do CAP RD cn \ ® EXISTING GAS LINE SADDLE, do CORPORATION ® do METER EN o R G MONITORING ® �•- EXISTING LEACH PIT AND / W TO GRADE INLET TO BE PUMPED. ' REMOVED k DISPOSED OF W i O ' o R OFFSITE Rp W D � ' "� , " � OFFS 4, ,F ,r ,...,: . I y W 4 F.I � _ _........... r S ORZ CONNECTION W �� _ REMOVE EXISTING UTILITY POLE, m . Q�P W �' `I'1 I W RELOCATE EXISTING OVERHEAD SERVICE do UTILITY BOXES `'; W `�.� W NCE W INSTALL UTILITY i "', �° N W Ct q 5?W �__ N. gT1 POLE AS SHOWN ;\ f F770 3 �M� ' `f D Ew `N DATACOMDS SERVICE AND =� x' E .` I;Ry �T�jN�.�` Z Pa-/ W REMOVE dt CAP THEN PLACE UNDERGROUND \ f --� AS Z o f W W rF AS SHOWN EN f \ ICVICE . ��F do (METER G LINE 1 . , \ f \ pROP �C'� E SITE LOCATION - _E g Road , 1 _ �o E o � coM a F 1471 1 nnou h EXISTING SEPTIC''IrOMPONENTS TO BE PUMPED, o • - \ REMOVED, do DISPOSED OF OFFSITE EN ° ` S` Hyannis, Massachusetts 't� O r T \ PLACE VALVE, BOX, AND (" y PREPARED FOR \ .r O O N ' i TEE. MATERIALS PER �+ \ R► 4 O �, .� TOWN REQUIREMENTS ■ \ d Professions LL \ C I . , 683 C Main St ° o �� Z J Ostervill MA _ / , C � Q REMOVE do CAP EXISTING GAS (508) 428�4323 ' ' l LINE do METER. CONNECT NEW i �1 � . RIM LE Q , / i I �a 6 0 SERVICE AS SHOWN ` > ADJUST EXISTING MANHOLE tility �+ f' EXISTING IM EL 47. V Plan ' E r \� \ PROP RIM EL 4712 it I Rp / PROPOSED 1 f _.-.. _ per' R FIRE �, 0 L TI� t '� ' _ T j & SURVEYING R I H ate A GREAT r'Or,,� „� BAXTER ENGINEERING rv._E ` `s f � o EN F I r�- >°I Registered Professional Engineers and Land Surveyors POND EI_. 3/1.5 70 ;4Lm• 12NLF 4 2.O K V) o ;+ 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 40 PVC O 2.Ox o Gp� �f pc MPN s < r',s Phone- (508) 771-7502 Fax - (508) 771-7622 ' o p AMBER in x Z or ' " 1 (n x� AWN 2O O �,, lr / 20 40 rs± ... _ `,r R AIATTHEW - SCALE IN FEET -- — t : a _ E. r �,, _ / SCALE 1" 20' i 1 • ` (� I i \\\\ 183 ._ ._. 1 cj o D �/ RD Rp / � ._ _._ ' I �.� _' �`, REMOVE METER PIT AND CAP 3�c� y EXISTING WATER SERVICE �, �'} 12-20-06C.C.C. COMMENTS — ADDITIONAL LEACH }• VEN j �' BASINS BUILDING FOOTPRINT Z/•�, t / PROPOSED GAS F F' ' DBOX cn / l .L_---/ SERVICE ' � 12 06COMMENTS a,, 07 C.C.C..C.C. OMMENTS u, ._ .. - ,, IMPERVIOUS AREAS EXHIBITS 1 h 6 PARK'GCSPACE ROOF DRY WELLS, LS _..___.., CONCRETE RETAINING WALL 1 2 EXISLTING SEPTIC COMPONENTS TO BE PUMPED; Ex1; T4 -� REMOVED, lse DISPOSED OF OFFSITE j PAVED PARKING �} o s 11-03-06C.C.C. COMMENTS REV. LANDSCAPING PLAN DATE. 5-31-06 <u t " 10-02-06C.C.C. COMMENTS/REVISED WETLAND DELIN 8-24-06 CAPE COD COMMISSION COMMENTS L`�A IIIE 6-16-06 CAPE COD COMMISSION SUBMITTAL � F; ; `,� 5-31-06 S.P.R. INFORMAL SUBMITTAL a i _ICr NO. BY DATE REMARKS DRAWN C IGN D BY: CH K BY: MWE o DRAWING NUMBER SI.TALLD�k POND" 0: 2005 2005-103 CML PLO 2005-103UT.dw o Ln 2005-103 U N L G v I 2 COVERS AS TO FIN. GRADERAISESHONM WITH SYSTEM PROFILE 36' SEPTIC SYSTEM CONSTRUCTION NOTES: WATER TIGHT RISERS 2R��To FINISHED NOT TO SCALE FINISH GRADE I. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF FINISH FLOOR = 45.0 PROPOSED GRADE = 44.8t �` covERs GRADE WITH WATER TIGHT NOTES: 3' 3' 9" (MIN.) WAR IXp- / 36" MAX THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE R�ERS COVER 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. 2" ON STONE�8 toW 1/2- 6 s 6 s s 2` TOPsolt OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. FINISHED GRADE OVER TANK a 45.0 OVER DISTRIBUTION UNES L-W FT (48 LF OUTSIDE OF TANK + 9 Fr INSIDE OF TANK) 6" 10` LAYER OF DOUBLE WASHED 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. IN-40.90 2"SCH 80 PVC FORCEMAIN (NO SAGS- PROVIDE POSITIVE ,,� STONE 3/4' TD 1 1/2" TOP OF TA=47-82rw SLOPE BACK TO PUMP CHAMBER FOR DRAINBACK SET MANHOLE FRAME ,,�,,�,, �� ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL :: = ':JALVE INv.ouT - 40.65 & COVER o GRADE .•�.\Q" BY THE ENGINEER. AL 4 SCH 40 PVC GREATER THAN 1 DAY RISERS do COVERS SHALL BE WATER1 ff (6)-4` SCH 40 SLOTTED PVC L- 12' S-2.0x (t.Ox MIN ALLOWED) - 10 MIN.6" MIN STORAGE2(THROT I WATER > 1,300 GAL (DESIGN FLOW) -ABOVE LEACHING FIELD CROSS-SECTION DISTRIBUTION LINES INV OUT - 41.64 LPN IN 41.40 1493 GALS. - 24HR STORAGE HIGHWATER ALARM EL- 38.82 FINISHED GRADE OVER D. Box 46.0 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD PVC u 1/6 rvEEP &% GALS. - - TOP of PEAsroNE OF HEALTH AGENT FOR INSPECTION. :; LEAD PUMP ON EL- 38.32 TOP OF Q BOX EL 43.84 ELEV - 43.13 4-6` HOLES CHECK V539 GALS PUMPS OFF LA 37.L- 50' VENT 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS LOW WATER ALARM EL- 37.07 PROPOSED FINISHED' GRADE OVER LEACHING - OTHERWISE NOTED HEREIN. REINFORCED CONCRETE BAFFLE GAS BAFFLE539 GALS. - FIRST 2' (TO BE LEVEL) 46.Of TO 43.88t COVER TANK INVERT EL- 36.32 -r LONGEST DISTR. LINE - 68 LF 9" (MIN.) +c L 'Y''' f :, f::�~ :-'`j ::.:. ,� .; ,i :•:••• 2. 4" SCH. 40 PVC O t.00X 2" LAYER 1 8" TO 1 2" STONE 36" (MAX) 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A HORIZ. N x BASE, PRECAST -• 6- CRUSHED 2` SCH 80 INV IN-43.09 DOUBLE DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND STONE BASE 6` SUMP • OUT- 42.93 WASHED STONE INLET TEE To 1` _ (3/4' tot 1/2'� INv 42.38 PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. 3,000 GALLON PUMP CHAMBER ABOVE otntEr ELEVATION • - .,rr :.� �- 41.86 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF (H20 LOADING) COVER. ROTOALL ST6N 16-3 OR EQUAL 6` CRUSHEDBASE INV- 42 pI� SOILS � � REMOVED � T� .0 ��" s' 4" SCH 40 SLOTTED 7, THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. 3,000 GALLON TWO-COMPARTMENT TO BE INSTALLED ON A LEVEL STABLE BASE STONE BASE SEPTIC TANK(H20 LOADING) PUMP do TANK To BE INSPECTED & CLEANED ANNUALLY PVC PIPE S-•005 ROTONDO ST 6X16-3 OR EQUAL PROVIDE FOR 4 DOSES PER DAY AND DRAINBACK OF 2` FORCEMAIN: ADJUSTED HIGH GROUNDWATER ELEV. - 36.88+ 17 DOSE VOLUME - 325 GAL + 9 GAL - 334 GAL MIN. < 359 GAL DOSE PROVIDED * 8. CAU77ON THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND TO BE INSTALLED ON A LEVEL STABLE BASE SEE HGW CALCS ON SHEET C-3 SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY _ UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE DISTRIBUTION BOX(H20 LOADING) THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT (1ST COMPARTMENT 2.000 GAL) 1. 1 PUMP REQUIRED SIMPLEX ROTONDO DB-7 OR EQUAL 2. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP. SOIL ABSORPTION SYSTEM (SAS) LEACHING FIELD (TYPICAL) LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE (2N0 COMPARTMENT 1,000 GAL) 3 1 AUDIO AND 1 VISUAL ALARM REQUIRED TO BE 0WAouTL� LEVEL STABLE BASE Nr5 THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE 4. MOUNT ALARMS ON BUILDING INTERWR SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN LEACHING AREA REQUIREMENTS \' _ - ', ,..- -- ', / ,- �; � ^^ � �� HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND NITROGEN LOADING LIMITATION: NA ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO COMMERCIAL: 17,338 GROSS FLOOR AREA ti `'', / , LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR .075 x 17.338 S.F. 1,300.4 GPD r QP _ - `• CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS TOTAL DESIGN FLOW = 1,300.4 GPD N WITH POSSIBLE REDESIGN. AT UTILITY OF ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING GARBAGE GRINDER (NOT INCLUDED) = N/A E CONTRACTOR SHALL y, 0. , - PRESERVE UNDERGROUND UTILITIES REQUIRED. P R RA = CLASS 1 - _ ALL DE PROPOSED INVERTS PER THE ENGINEERS DIRECTION. TH PE RC RATE <5 MIN. f INCH ( ) -} LIAR = 0.74 GPD S.F. �P / Q ' -,`.1 . �` •- , ;- ',�;, - -� y-''f .�'� ' 1''�,'� 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL MIN. LEACHING AREA OF S.A.S. REQUIRED: LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. 1,300.4 GPD/ 0.74 GPD/S.F. = 1757.2 S.F. MIN. 1 '� , PROPOSED SYSTEM. eA LEACHING BEDPUMP SPEGFICATKM ,, � �:, ..r_ � .. �i _ �► LEACHING BED AREA: 50' X 36' = 1,800 SF ( ) f PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT _ C ' PROVIDED IN SYSTEM DESIGN CAPACITY = 1,800 SF x 0.74 GPD SF = 1,332 GPD s' - LAN INFORMATION ' / I AND CONTROLS SHALL. BE 4, f AND SPECIFICATIONS HEREIN. SEPTIC TANK SIZING. 1300 GPD x 200% 2600 GAL � .. ,,. ,., _ E PUMPS SHALL BE RATED TO DELIVER GPM O A TOTAL DYNAMIC HEAD OF 12 EEEI USE 3000 GALLON TANK EXISTING SEPTIC COMPONENTS TO .BE"PUMPED, ,r - '' t ® w (F': _ `• '+ \ & CAPABLE OF PASSING 1 1/4" OW SOLIDS. 100" OFFSET ;1oy Fl CLEAN SAAU-T)R�CRUS IN Pl:ACE �`.,• �``= .-- - "'� :,: '` '\ I pp, • WEiI_.AND FLAG LRq E Nona .- THE PUMP SYSTEM SHALL BE THE HYDROMATIC wt +" ti- - SEWAGE EJECTOR PUMPS MODEL S3SD , i , \ I _ ,;:r. NON CLOG ._, , RATED AT 1150 RPM /1 PHASE/230 VOLT OR EQUAL THE PUMPING SYSTEM TO BE PROVIDED .-- L DE „ - - :. AS A COMPLETE SIMPLEXING PACKAGE, TO INC'U ' FOR HYDROMATICTHE ON RETE PIMP CHAMBER OR EQUAL PER � #2 ,, r � .)' (INCLUDING, BUT .._ •}' , `> ' MANUFACTURERS SPECIFICATIONS WATERTIGHT ACCESS HATCH, MITER T0. -�' ``•/ NO DRAILS, DISCHARGE ELBOW ASSEMBLY. VALVES, LIFTING CHAINS, MOUNTING BRACKET'S, FLOATS do I ,f PIPING). A HYDROMATIC Q-PANEL OR EQUAL ING MOUNTING MEETING SHALL BE �THE SPE FOR CIFICATIONS SOR LLPROVIDED THESE P _ IN PLANS. - r ' k SELECTED PUMP AND SIMPLEXING SYSTEM CONTRACTOR TO SUBMIT' PUMP CURVES AN 50' OFFSET FROM ' / MANUFACTURER DATA/SPECIFlCAl10NS FOR s FOR APPROVAL M1OPERATION MD MAI WITH TITLE EQUIPMENT TO THE ENGINEER PUMP SHAD_ BE INSPECTED IN ACCORDANCE r , - V ENVIRONMENTAL CODE FOR PROPER OPERATION AND TP #3 IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS SPECTION , F _ REPORTS SHALL BE SUBMPITTED TOnTHE LOCAL BOARD `.` OF HEALTH. • t \ EXISTING FORCE MAIN _ p TO BE REMOVED - , ® EXISTING LEACH Plfi AN NL.EL TO do DISP BE OSED W SITE LOCATION , O I,I r REM OFFSITE �' 471_ 1 1 annou h R - oad _ W , ., .. - ... .... - ,/ ,� � W �" ��� Massachusetts I,, i REMOVE EXISTING UTILITY POLE. .o ! W W ``\ #1 A W _ _ Hyannis, , PREPAM FOR OVERHEAD SERVICE, do W \ W \ W ,W UTILITY BOXES W \ 4 - Shallow Pond Professions LLC 1r -'�� REMO CAP ! l ,; , EXISTING GAS UNE -I W t. r� p f _ dt M , • `�"' � 1. E't I ETER , z f r I?• �, \. .. Ostervllle MA f E, \, E , (508) 428.4323 TO REMAIN _ EXISTING SEPTIC'°OOMPONENTS TO BE PUMPED, v •` TITLE \ -REMOVED, do DISPOSED'OF OFFSITE ; "r Septic System Design Plan . O � P y g \ • 'A �+ - 4 r - BAXTER NYE ENGINEERING & SURVEYING i I - �A BREAK 11 EL t Of e an o Registered eyed Professional Engineers rs and Land Surveyors �O0 p � `' � � � OUT 43.13 78 North Street 3rd Floor, Hyannis, Massachusetts 02601 • � ; o� �� r, Hya Q _ c� - .0 - R► . . 36 Phone 508 771-7502 Fax - 1 ^r mnnt%V„I ,n.,KlnrcnnmmFmmA.amnm.m^Y^'rv9^ , ( B rtnl,,-„+ma ,m r.in.s,rnxa+vm,nRT'+>11Pn+*rytm`+.n I TP 1l 67. . 1 , Ito / 20 0 20 40 Us OSED EXISTING FLOAT / �. TO BE ELIMINATED HYD T > HYDRAN N _ SCALE IN FEET ' v \ (n y� cn mN Tn N SCALE: 1"= 20' - �. 1 - n - t2 LF 4 SCH o m a : C. 3 K 18 8 i \ Z 40 PVC O 2.OZ p00 N W l �C p M S Q Q Al 12-20-06 .C.C. COMMENTS - ADDITIONAL LEACH `�r a� N 7o pUM 0 x s p - ` / BASINS; BUILDING +'► Ckk C r 1:7 / 12-07-06C.C.C. COMMENTS ��, i FOOTPRINT a-N ,n x� N / �, / IMPERVIOUS AREAS EXHIBITS �Zr7✓ Q, (n - - _ \ o / ! /` 11 27 06 PARK'GCSPACENTSOOF DRY W R ELLS, LS - - DATE 5-31-06 : t ro :,) 10-02-06C.C.C. COMMENTS/REVISED WETLAND DEUN 0 Ln R� _ _ -"T i �l 8-24-06 CAPE COD COMMISSION COMMENTS i _ .. �- - --- -16-0 APE COD COMMISSION SUBMITTAL _ O � o : . -VENT_ c __.._. - = - 5- 1 06 P.R. INFORMAL SUBMITTAL C=6 -„ __ ,- r rl / N0. BY DATE REMARKS _ - r.,, ,., DRAWN BY• MCL DESIGNED BY: HE KED BY WE DRAMNG NUMBER 0 , / � / � / t�L r,r i �„ r, � 'r.r EXISTING SEPTIC COMPONENTS TO BE PUMPED,_ - ,._ I - .: r - ,,.,, REMOVED, do DISPOSED OF, OFFS17E ..- J , \; I _ _. .._ .__.__ .____.. .__..__ _ .____- - ._.:_. .- . _ ___. __ _ .._ / 0: 2005 2005-103 CML PLO 2005-103SP.dw �V � o 2005-103 0 0 v; 0 0 � � � D oM- - 0- 0( 6M f D 0 0 0 LM Lf 0 D 4 _ 1471 inn®u ®ad (Route 132) Issued ' Plan ed�ewMassachusetts Date Issued : 05131106 Job Number - 2005-103 no &sionaf LLC 111� ftap#ow (Duv IT fe d Prepared For Owner: Applicant Engineer/Surveyor: S. P. Properties, LLC Shallow Pond Professional, LLC BAXTER NYE ENGINEERING & SURVEYING rye ' R o 1330 Phinney's Lane 683 C Main Street Registered Professional o erville, MA 02655 Hyannis, MA 02601 Ost Engineers and Land Surveyors Phone - (508)-362-1300 Phone - (508)-428-4323 78 North Street 3rd Floor, Hyannis, MA 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 + , ATTN : Matthew Eddy 3d ✓tr+r ' jt '+ 4g r' is° "� .f3.r� + r r + ' ,tti °e°,v<`"'•' -• +,. r ;~f„/ G ; '"_, •s i aJ {: , :,..ri • F:L4i �i"{,5. ♦ a fa he. ,,1� . .`tY • • d i_1+. y.f, 4 $S ':Y t Mix • • k t ti •a ••a. • e Y f r . '' • 1 a tea. • t t C] p Q \ O Q o r ne a O , COo of Mqs ENGINEER: p Q Q / r,\ak tIAT'iHEW 9y bq w MATTHEW W. EDDY E MASSACHUSETTS REGISTERED ,PROFESSIONAL ENGINEER REG# 43183 CI � d t 9oc,9FC/S'TC`i� 0 � ` No. Drawing Title o Q - C-1 Cover Sheet 05/31/06 $ Legend and General Notes 05131106 9 ° • ,a SITE ' C-2 g � � oo • C-3 Existing Conditions Plan 05131106 a •4 a ' cg SURVEYOR: o o JOHN ELLIS C4 Layout and Materials Plan 05/31/06 a. 0 4 o MASSACHUSETTS REGISTERED Utility Plan 3106 ® �' A ❑ PROFESSIONAL LAND SURVEYOR REG# 29874 C 5 tY 0S1 l r� , C-6 Septic System Design Plan OS/31/06 0�4 Q8 �. a o � Q o • • s� 4 e o Q Grading d Drainage OS/31/06C_7 ° ' �o ° a A NN CD r C-8 Sediment & Erosion Control Plan 05131106 T 1Lf C-9 Landscaping Pan 05/31/06 O C-10 Storm Water Manangement Plan & Details Sheet 1 05/31/06 - a p p QQ� Q a 4 a o o �,, ° � A p o jC-10.1 Storm Water Manangementaneas 05/31/0 o a C-11 Detail Sheet 1 of 2 05/31/06 o . o D �j Q Q P Q p O a p L/\\�l\`V��\ Blank = Submittal Action Detail Sheet 2 of 2 OS/31/06 a o fl p °' o ° ° a I �� � = Plan Revision REV. BY: DATE: REMARKS DRAWING NUMBS? C-12 o g ° �,,,,�\� . o O 0:\2005\2005-103\CML\PLOT\2005-103\2005-103CV.DWG = Construction Revision o U W�0 !�l 0 Job 2005-103 N Lf) -J - O C) O N O .- ABBREVIATIONS GENERAL CONSTRUCTON NOTES GENE L * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 24. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE LEGEND REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO IExtf PROP EXIST PROP ABAN ABANDON 1. ALL WORK & MATERIALS SHAD- BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT STANDARD ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR EwsT PROP ADJIUST SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MHD-SSHB), AS CURRENTLY AMENDED, UNLESS MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL -5�0o LP LP LOW POINT �� OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH -G-�- PROPERTY LINE DRAINAGE LINE HP HP HIGH POINT APPROX APPROXIMATE DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. -- PROJECT LIMIT LINE OD- m OVERFLOW DRAIN GB GB GRADE BREAK BB BITUMINOUS BERM 25• ALL ELECTRICAL, TELEPHONE, DATA COM AND FIRE DEPARTMENT CONDUITS ARE TO -s'RD - RD - ROOF DRAIN AL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM 70 ALL CODES AND STANDARDS, AS / RIGHT-OF-WAY/PROPERTY LINE BC BITUMINOUS CURB CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL FURTHER BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILLING, 2ii5 ec 2%ts BBC TOP do BOTTOM ELEVATION CONFORM TO SPECIFIC REQUIREMENTS AND INTERPRETATIONS OF LOCAL AUTHORITIES HAVING CONCRETE WORK AND STREET REPAIR SHAH BE PERFORMED BY THE GENERAL EASEMENT - s - - s - SEWER LINE 21.25 21.25 BOC BOTTOM OF CURB -- BUILDING SETBACK - OHW- - OHW- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM ,�- ,�- SPOT ELEVATION wAEADER JURISDICTION OVER THE PROJECT. DETERMINATION OF APPLICABLE CODES AND STANDARDS AND CONTRACTOR. BOS BOTTOM OF SLOPE OF THE AUTHORITIES HAVING JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, STATE HIGHWAY BASELINE - W - - W - WATER LINE 21 x 25 21 x 25 SPOT ELEVATION AS SHALL BE THE ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR 26. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. 10+00 *40 BORING LOCATION BOW BOTTOM WALL AS TO THE PROJECT FOR SECURING AL APPROVALS AND PERMITS. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. 0 --o-- BASELINE '- �-- FIRE PROTECTION LINE CCB CAPE COD BERM ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND CONSTRUCTION LAYOUT - c - - G - GAS LINE CSE COBBLESTONE EDGING 21 TEST PIT LOCATION EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE S",TE: WORK. ------- �„�■� �,■� - E - - E ■ ■ BENCH MARK CONSTRUCTION INDWSTRY ,STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND HERETO. ZONING LINE OR--Eioc TIE IN TO EXISTING GRADE ELEV ELEVATION UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY REFERENCE. 27. AL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED N KIND. SURFACES NOT - -e/oc - �----0 TOWN LINE OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A MODIFIED - T - - T - UNDERGROUND DATA do COMMUNICATION LINES EXIST EXISTING LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS STAND IS ---- STATE LINE AL2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY. ESTIMATES AND VERIFYING, TO HIS FA- -FA- FIRE ALARM SWAMP EQ. EQUAL OWN SATISFACTION, THAT AL QUANTITIES ARE ACCURATE FOR AL CONSTRUCTION MATERIALS, ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM -F&P-_ -Fdd� FIRE POLICE CABLE -- 50' WETLAND SETBACK MN FOUNDATION INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED ON DEPTH OF 6"OTHER SURFACE.D SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR ------- _______ GRAVEL ROAD -- 100' WETLAND SETBACK FF FINISHED FLOOR ELEVATION INFORMATION CONTAINED WITHIN THESE PLANS. EOP- _ E� CAN- CATV- CAME TV 28. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND EDGE OF PAVEMENT ec _ CB 206 WETLAND SETBACK GB GRADE BREAK _ �- 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS ARE ESTABLISHED TO THE BITUMINOUS CURB ® ■ CATCH BASIN - 100' WETLAND BUFFER GC GRANITE CURB THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE . cce ccs CAPE COD BERM -DM DOUBLE CATCH BASIN WETLAND GE GRANITE EDGING DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION Pcc pm FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 29. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION -- PRECAST CONC. CURB 'r INLET WETLAND FLAG HC HANDICAP AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY Vcc yGc VERT. GRAN. CURB ® DMH DRAIN MANHOLE 52 52 _- HP HIGH POINT 4• THE CONTRACTOR SHALL MAKE AL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. 100 YEAR FLOOD PLAIN MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, scc �=, SLOPEDSLOPED �� CURB CURB _�_ =tD� TENCH DRAIFLOOD � LANDSCAPE � FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, ALTERATION PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS LIMIT OF CURB TYPE � PLUG/STUB MITIGATLON AREA LINEAND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), TELEPHONE, CABLE, FIRE AND STONE WALLS WITH DRILL HOLES. - EDGE OF WAIR LP LOW POINT ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC AND ----- SAWCUT FES► FES► FLARED END SECTION MAX MAXIMUM PRIVATE, AS REQUIRED. . MATCHLINE HEADWALL © m TELEPHONE MANHOLE MIN MINIMUM 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, AND © ® CONTROL STRUCTURE )� TELEPHONE MAC LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, swl s T TRAFFIC SIGNAL MCC MONOLITHIC CONCRETE CURB AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR THEIR SOLID WHITE LINE s REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY �Y{. ® SMH SEWER MANHOLE 31 a SIGNAL BOX NIC NOT IN CONTRACT sn s0 AND VERTICALLY, OF AL EXISTING UTILITIES, CONDUITS, LINES, AND OTHER BURIED SOLID YELLOW LINE FACP FRCP NTS NOT TO SCALE INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES TO BWL - �' - BROKEN WHITE LINE © ® GREASE TRAP o o FIRE ALARM CONTROL- PANEL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE FB FB PCC PRECAST CONCRETE CURB BYL - ML- BROKEN YELLOW LINE o o FIRE ALARM BOX CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES PDRA PREIAOUSLY DISTURBED RIVER FRONT AREA EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES swcHl - SOUP WHITE CHANNElZING LINE � ® WATER MANHOLE ❑T © TRANSFORMER PAD PROP PROPOSED AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT 1-888-DIG-SAFE) AT LEAST 72 SYCHL SOLID YELLOW CHANNELIZING LINE D4 WG WATER GATE TR ® TELEPHONE RISER PWW PAVED WRIER WAY HOURS BEFORE THE START OF CONSTRUCTION. DYL DV_ DOUBLE YELLOW LINE V --TSV TAPPING SLEEVE, VALVE, RMOD REMODEL 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL FOR INSPECTION BY THE APPROPRIATE SL & BOX RISER AUTHORITY IN ACCORDANCE WITH THE TOWN REQUIREMENTS, AS APPLICABLE. STOP LINE PRESSURE REDUCER REM REMOVE 1 `+' SIAMESE CONNECTION R&R REMOVE AND RESET 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, ' r ' STEEL GUARD RAIL INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS RdrS REMOVE AND STAG( PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO _ - - WOOD GUARD RAIL � a FIRE HYDRANT RET RETAIN COMMENCING ANY WORK. -o-o-o- -o-o-o- STOCKADE FENCE WATER ETER Piv POST INDICATOR VALVE SGE SLOPED GRANITE EDGING 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED PATH ® ® WELL SGC SLOPED GRANITE CURB AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. TREE LINE - + MONITORING WELL TIED TIE INTO DOSING GRADE 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW -x x x x x-x- CHAIN LINK FENCE 0 0 IRRIGATION CONTROL VALVE TOC TOP OF CURB MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED STONE WALL SPRINKLER HEAD TOF TOP OF FOUNDATION AS REMOVE AND RESET". (R&R) MAKE ALL NECESSARY -�--Y- BALES ARETAINING WALL GAS GATE TOS TOP OF SLOPE 10. NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL CONSTRUCTION HAYBAIE S o O CONTRACT, CONTRACTOR SHALL FEES AND POST HAY 0 CR GAS METER TOW TOP OF WALL ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED. ---2----- -4 MINOR CONTOUR ® 0 BAH ELECTRIC MANHOLE TV TYPICAL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED 0 ® ELECTRIC BOX LION UNLESS OTHERWISE NOTED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING - - -10- --20'- MAJOR CONTOUR INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE -Ts --TS TOP of SLOPE oM c� ELEITRIC METER VIF VERIFY IN FIELD BY CONTRACTOR DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY Bs- Bs- BOTTOM of SLOPE # # LIGHT POLE VGC VERTICAL GRANITE CURB UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION OF THE AFFECTED WORK. 'I 4 E FLOOD LIGHT L� LANDSCAPE LIGHT uni.m 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL BUILDING -o ■-o LIGHT POLE ( ACCMP ASPHALT COATED CORRUGATED METAL PIPE BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT I EN ]4a BUILDING ENTRANCE CAI GATED ALUMINUM PIPE BUILDINGS, SITE CONTRACTOR SHALL STAKE OUT THE XTERIOR BUILDING CORNERS FROM N N SINGLE LUMINAIRE 14LD ]4LD LOADING DOCK �...� DOUBLE LUMINAIRE GIP CAST IRON PI THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY 13AXTER NYE ■.� ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAIN DIMENSIONS AND 14OHD ]4OHD OVERHEAD DOOR �Zy �iy TRIPLE LUMINAIRE CIT CHANGE IN TYPE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK ° BOLLARD .� QUAD LUMINAIRE WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE DUMPSTER PAD KEEP CORRUGATED METAL PIPE MADE IF NECESSARY. SITE LOCATION WALL PACK SIGN "a- COND CONDUIT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF = DOUBLE SIGN Q MANHOLE OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND 1471 lyannough Road PM PB CPP HIGH DENSITY POLYETHYLENE CORRUGATED COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. • PARKING METER c -0- C. -0- UTILITY POLE/GUY WIRE PLASTIC PIPE - SMOOTH INTERIOR Hyannis, Massachusetts to PARKING COUNT 0---0- 0 -0- UTILITY POLE/GUY POLE CS CURB STOP FOR WATER LINE 14. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION �o COMPACT PARKING STALLS © ® HAND HOLE MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY shallow Pond Professional LLC O DIP DUCTILE IRON PIPE RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, I�II+II�II, I'IIIIIIII� qt0SSWALK ® ® PULL BOX AYI3uE DS DOWN SPOUT PERSONNEL ON THE JOB SITE AT ALL TIMES. AND L LOCAL OSHA REQUIREMENTS t. REGULATIONS SHALL BE FOLLOWED BY ALL 683 C Main S ® SILT FENCE/H Osterville, MA CROSSWALK E ELECTRIC DIVERSION BERM/SWALE 15, THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE AND HAY BALE CHECK DAM �508) 428.4323 0 CONC. PAVEMENT F&C FRAME AND COVER PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT TITLE STANDARD DUTY FIE)IBLE PAVEMENT L�PI POINT OF INTERSECTION FdcG ANDS SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL HEAVY DUTY FLEXIBLE PAVEMENT --� FLARED END SECTION (FES) CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. Legend and General Notes WITH STONE PROTECTION G 16. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL ® ® HANDICAP RAMP HANDICAP PARKING s''°-- PERIMETERR DRAIN HYD HYDRANT BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL BAXTER NYE ENGINEERING & SURVEYING STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, �� ID INTERCEPTOR DRAIN PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER var�i V�, VAN-ACCESSIBLE HANDICAP PARKING � PAVED WATERWAY (PwW7 Registered Professional Engineers and Land Surveyors WITH STONE PROTECTION WV INVERT ELEVATION DELETERIOUS DEBRIS. 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 CART CORRAL TREES AND SHRUBS THE TS OFSHALLMOVED AND RESET ONLY Detail no. ® ® JUTE MAT IN SCALE PERFORATED DUN 17 UPON APPROVAL OF THE TEN NEER I R OWNERS PREP ESENTATIVE. Phone - (508) 771-7502 Fax - (508) 771-7622 co on DETAIL OR SECTION REFERENCE PVC POLYVINYL CHLORIDE PIPE Sheet no. TREES 18. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S N RCP REINFORCED CONCRETE PIPE OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, �R,►_t 4A. SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE y o SHRUB RD ROOF DRAIN CONTRACTOR'S EXPENSE. , , ` NWTTFIEW 9 S SEWER 19. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. SD STORM DRAIN �� 20. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION.TELEPHONE . ANY FACILITIES r,� ; J� °0 DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE TSV&B TAPPING SLEEVE, VALVE AND BOX d� s CONTRACTOR'S EXPENSE. o P UTILITY POLE 21. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE. DATE: 5-31-06 VCP VITRIFIED CLAY PIPE 22. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT N EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS W WATER TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR o INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND 0 s REPLACED. C 2 23• ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED N0. BY DATE REMARKS i SLOPES ON WALKWAYS TO BE LESS THAN 5% AND ALL CROSS SLOPES 5 2%. AL DRAWN BY: MCL IDESIGNED BY: ICHECKED BY: MWE DRAWING NUMBER o WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. n ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF 0: 2005 2005-103 CIVIL PLO 2005-103LGD.dw g MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. J 2005-103 CD 0 � r: I SOIL LOGS P• 11,1Te DATE , 12/2/2005 DATE LOGS P�a WIL LOGS P• 1t M DATE 4/o4/2o06 LOCUS NOTES : _ _ _ _ _ _ _ / c GENERAL NOTES : BARNSTABLE BARNSTABLE c �• 1.) LOCUS AREA IS COMPRISED OF: BAR BARNSTABLE 1,) LOCUS IS SUBJECT TO AN EASEMENT TO BRISLANE LIMITED VENTURE REALTY TRUST RECORDED / P SOIL EVALUATOR: BOARD OF HEALTH AGENT: SOIL EVALUATOR: BOARD OF HEALTH AGENT: IN DEED BOOK 10 831 PAGE 71 AND "A LIMITED PARKING EASEMENT' AS DEFINED AT DEED / \ N LOT 16 ® PLAN BOOK 539 PAGE 24 Stephen A. Wilson, P.E. Don Desmarais BOARD OF HEALTH AGENT: Stephen A. Wilson, P.E. Don Desmarais BOOK 20,211 PAGES 10 & 11 WITH ASSOCIATED SKETCH PLAN EXHIBIT. yea c Ny\q\ ASSESSOR'S MAP 253 PARCELS 014-XOI & 014-X02 TEST PIT #2 TEST PIT #3 Don Desmarais TEST PIT 1 B TEST PIT #2B TEST PIT #3B 2 0° 'C) � DEED BOOK 20,379 PAGE 211 SOIL EVALUATOR: _ _ - ) LOCUS IS SUBJECT TO A TAKING BY THE COMMONWEALTH OF MASSACHUSETTS OF ROUTE 132 ��\ OWNERS: S. P. PROPERTIES, LLC APPLICANTS: SHALLOW POND PROFESSIONAL, LLC G.S.E. = 41.5 G.S.E. = 37.5 G.S.E. 45.99 G.S.E. 46.05 G.S.E. 45.08 RECORDED IN DEED BOOK 807 PAGE 432 s' t-� \N � � � 1330 PHINNEY'S LANE 683 C MAIN STREET 0" A ; IOYR 3/3 ; SANDY LOAM 0" GRAVEL Flu Stephen A. Wilson, P.E. 0-AP ; 10YR 3/3 ; SANDY LOAM 0" A ; 10YR 2/3 ; SANDY Lain o" A ; IOYR 2/2, SANDY Lain 3.) LOCUS IS SUBJECT t0 AN EASEMENT TO COMMONWEALTH ELECTRIC COMPANY IN DEED BOOK \\ 1j' c � 5\ HYAPHON IS, MA 02 01 9361 PHONRVILLE, A4026 323 " TEST PIT #1 A 5,2ss PAGE 330. \ � � w 4 (ELEV 41.2) 1s (8" 36.2) 8 (ELEV 45.32) 8 (ELEV 45.38) s (EI" 44.58) \ 2.) PRIMARY BENCHMARK : TOWN OF BARNSTABLE ENGINEERING DEPT. STATION #19 G.S.E. = 41.6 `� / CIO�N DRILL HOLE IN CONCRETE CURB ISLAND AT INTERSECTION OF B : IOYR 4/4 ; SANDY LOAM B ; IOYR 2/1 ; DENSE SILTY SAND " C ; IOYR 4/6 ; MEDIUM SAND & C1; IOYR 5/8 ; MEDIUM SAND C ; IOYR 4/4 : MEDIUM SAND & S� G 0 PAVEMENT GRAVEL WITTI COBBLES WITH COBBLES GRAVEL y c^ cr O \Z� � ROUTE 132 & BEARSES WAY. ,� � N �� ELEVATION = 70.45 (DATUM: NGVD29) 24" (ELEV 39.5) 24" (ELEV 35.5) 4- (ELEV 41.3) 68" (ELEV 40.32) 50" (ELEb 41.88) 80" (ELEV 38.41) _ y `Dz N ` _ do PROJECT BENCHMARK : SEE PLAN '` / O �✓ 3.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED A ; ��- Flu A ; IOYR 212 ; SANDY LOAM A ; IOYR 2/2 ; SANDY LOAM , - - �. \ TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. Ct; IOYR 6/6 ; MEDIUM SAND C1; IOYR 7/1 ; FINE SILTY SAND G2; 10YR 2/2 ; SANDY LOAM / EXISTING `� 3o- (ELEV E� 1) - - / PAVED PARKING , `� ♦ 4•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD 30 (0" 39.0) 36 (ELEV 34.5) 78 (ELEV 39.49) 60 (ELEV 41.05) 90- (4�V 37.58) / / \\ y INFORMATION CONSISTING OF AVAILABLE PLANS DEEDS AND LAYOUTS. B ; IOYR 2/1 ; ORGANIC LAYER W/ _ - I -� THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD FOREIGN MATERIALS - ♦ SURVEY PERFORMED BY BAXTER NYE ENGINEERING AND SURVEYING ON NOVEMBER 9-10, 2005 C2; 10YR 7/1 ; COMPACT C2; IOYR 7/6 ; MEDIUM SAND �S, TREE TRUNKS, ETC. B ; 10YR 5/6 ; SANDY LOAM C3; IOYR 5/4 ; MEDIUM SAND � B ; IOYR 5/4 ; SANDY LOAM \\ � \ MEDIUM SAND GRAVEL WRN COBBLES c PLAN REFERENCES: 60" (ELEV 36.5) 60" (ELEV 32.5) 70- (ELEV 35.8) 90- (ELEV 38.49) 144" (ELEV 34.05) 108" (ELEV 36.08) PLAN BOOK 535 PAGE 5 / ..G \ \ PLAN BOOK 539 PAGE 24 MAP 253 PARCEL 018-001 & 018-003 0 ♦ PLAN BOOK 230 PAGE 59 C3; 1OYR 6/1 ; DENSE FINE C ; IOYR 5/1 ; COMPACT GRAY C ; IOYR 5/6 ; MEDIUM SAND do C ; IOYR 5/6 ; MEDIUM SAND \� N/F RICHARD NOVICK, ET AL. TRS. x 50. PLAN BOOK 535 PAGE 5 SILTY SAND SAND GRAVEL WITH COBBLES WITH ff. 2 ,. '1 PLAN BOOK 366 PAGE 63 82" (a V 34.7) 88" (ELEV 34.3) 144" (ELEV 33.99) 156- (ELEV 32.08) - �' NO v Q ROUTE 132 1952 LAYOUT (SHEETS 5 & 6 OF 11) c t oYR s/4 ; MEDIUM SAND WATER OBSERVED AT 134" (ELEV 34.82) WATER OBSERVED AT 134" (ELEV 34.88) WATER OBSERVED AT I& (aEv 34.91) - _______ `� o. THE PROJECT LIMITS, AS FIELD SURVEYED BY BAXTER NYE ENGINEERING AND SURVEYING 4• PERC O 110- (a& 36.82) • PERC O 112" (ELEV 35.75) ? 6� \ U' \ ON NOVEMBER 9-10'ADJUSTED RICH GROUND WATER CALCS. � � 2005, EXTEND APPROXIMATELY TO LOCUS LOT ONES AND TO THE EASTERLY UNABLE TO ��� \ ♦ `N d SIDELINE OF OLD STRAWBERRY HILL ROAD. OTHER INFORMATION SHOWN IS FOR REFERENCE 120- (ELEV 31.5) PERC 2MSN/INCH PER CCC 92AIW'247/ZONE C SU RATE <E 2M�NCH x / w ONLY AND IS CIS INFORMATION OBTAINED FROM THE TOWN OF BARNSTABLE CIS DEPARTMENT. 3/29/06 READING = 22.2, �$ �.� 5.) COMMUNITY PANEL NUMBER: 250001 0005 C GROUNDWATER OBSERVED AT GROUNDWATER OBSERVED AT NO WATER AT 88- (ELEV 34.3) ��� ' .W' x4�'�: 46 - LOT 1 A �y ♦ �� THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES: B & C 90" (ELEV 34.0) 44" (ELEV 33.8) �IQ,JUSTED H. G. W. EL = 36.88 ,� PLAN BOOK 539 PAGE 24 1 -' �� - 44.4 MAP 253 PARCEL 014-XO4 �,`� 0`� �w 6.) ENVIRONMENTAL INFORMATION: ®= PERC ELEVATION -''� •- % N/F FRANK R. MCDONOUGH 1� �� \ 50.1 x -__� ♦ � SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). EwsnN �T-l;,%� -' • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER LEACH�� ,',-' � ' ' NHESP MAP JUNE 2003 "ESTIMATED HABITATS OF RARE WILDLIFE" ♦ 1 � �- \� EXISTING BUILDING♦ \ 49 FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." x 43,1 N 43.5\\ NO. 1481 $ • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 / -------- ------ ---- �` \ �� , 4 y _ _�__ - --� cr �1 (PER G x 49.5 "CERTIFIED VERNAL POOLS." 44,5 � � �'- �� 1\ ♦ 49.9 EXISTING \ N / • SITE DOES APPEAR TO BE WITHIN A PRIORITY HABITAT (PH 1600) PER NHESP MAP 48.3 Box `� �`z SEPTIC SYSTEM i° JUNE 2003 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER 44 --'S 3 '- ��P THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). 49,9 �// _---- - - 01 43.8 r / 42.4 x 43.2 \\ ♦ 9 \ • SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE �47.8 43 9• .2 .�/ �- --- _ \ ��NG I- •F , PROTECTION AREA. 41,E 42 � Ar9 --�.�_ �'�� .'� x 41,7 - -•'� � C• c�•(�NG r � Wp1,). '�1�, 4� .13' _ IS11NG --- Tp 11E2 1 \�� GEC E� .`-�10 �pCK 49,4 7.) 1111U1Y RECORD AS-BUILT INFORMATION SHOWN HEREIN: r 4 �' �- LEACH-PJT �` x 42.8 \ 44.9 W �O 8 BRICK r s,7 0 2 N 0p 48,2 48.z PR 49 • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE r -�-39,7 _ _ - - _ i' \\ r 80' ` `& S 1 ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF x 39.5 _ 9 ' `�_ ' PLAN BOOK 539`�AGE 24 r. 48.0 48.1 EXISTING UNDERGROUND INFRASTRUCTURE UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE - - MAP 253 PARCEL 614-X02 ♦ N '��14 \�1, 49 - 49.0 49• MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE � � \ N �__._. \ � WAY ONLY, I___ N/F S. P. PROPERTIES' LLC 23• x 4 2 t 1 �\ 47.8 4 8'0 �\ � \ AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR 39.4 x { 38.4x 4o.s 42.2 �� 47,8 �p �! ` \ CON > 50.2 ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE SAID \ \ 1• \`, \• ti ~ - - EO. 41.0 ♦ EOP 4 2.9 4?'9 �., `^� 48,0 `�, �� P ` FLAG OLEO INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE • �. �. x 37.9 \ `� ` PLA eoac 53s�PAGG�24 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. �� \ 45!4 POa" �N/F� ANK R. M�DONOUGH ° ' - �.� N +40.8 �\ ♦ �� , 47.6 / 49' ` 1 APPROXIMATE SEP17C SYSTEM LOCATION PER SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM .�..• ' 50' � �`. x 3�. � � 42.2 � � MAP 253\ ` r 39,4 ` 42� 0 014-XO3 1B_12 r EOM �� I �� \,X� i � \ 9 5 PERFORMED FOR FRANK MCDONOUGH BY JOSEPH M. MARTINS OF ACCU SEPCHECK SEPTIC INSPECTIONS & TP `� H x 40.6 x 42.4 , 7 47,9 X LOCATING SERVICE ON 5-19-1999. x 4 ` �7ja, � � � ' ♦ � ��s1 48,0� 48.2 ` �c �t9,0 \ \ t r 39A 1 \ -vV \ I \ \ a x_ ------ 39.4 �•� \� `. x 41.4 ��\\ �� N 56 •34 E ADDITIONAL SEPTIC INFORMATION OBTAIN FROM: ,` ` •C 4 4�''� 4 •8 , APPROXIMATE SEPTIC SYSTEM LOCATION SHOWN ON MAP 253 PARCEL 014-X03 PER "SITE AND SEWAGE 4,7 36.3 w� ' l F ; \ �� `\ ` 7 4 00 48.3 4 '6 `' 62�20' , PLAN OF PORTION OF 1471 RTE 132 PREPARED FOR FRANK McDONOUGH BY DOWN CAPE ENGINEERS AND WF IB-1` u'cP x39.3 x 38.3 ''c 37 .`C� I r \ ♦ 421 \\ �` CONC+• P 47.1 �'� 49. 49.3 " 38,8 x _- _J y TBM: MAG NAIL SET x 41.0 �\ -. IAV- TBM: RIGHT FRONT CORNER N 1 LAND SURVEYORS OF YARMOUTH MA. SIGNED AND SEALED APRIL 2, 1996. r 40.85 (NGVD) ! 47.1 ARE• / BRICK PATIO EL 48.87' (N VD) \`��\ 4G•9 \\ ��\ •�\ �,�\ '��.'J'f `----`--- p /, ��\ \\ 38.3 39.6 ♦ \ i 42.4 43.1 -� � 1 APPROXIMATE SEPTIC SYSTEMS LOCATION SHOWN ON LOCUS & MAP 253 PARCEL 14-X02 PER SEWAGE r i , DISPOSAL SYSTEMS FOR PROPOSED 15 UNIT ADDITION iRAINBOW MOTEL" PREPARED FOR FRANK MCDONOUGH, 38.4 r , 45,9 i ` �• APPROVED BY MDEQE ON 3-30-1977, AND BOARD OF HEALTH CERTIFICATE OF COMPLIANCE J84-241 � x 40.1 MrONI110RING � LEACH PIT �- � `� �'G --�._ � 8,9 --------------- 36 36.7 \` r ♦ ' $ / WELL (TYP.)�� -41,5 x 4 6 �_ (LAUNDARY) ® 0 `\ x 4i�3 45, @Rj P �. w,�j1'�� DATED APRIL 4, 1984. \ W36IB-10-,` 36,1 _ 7 c�^� x \� �y / `-�� �� RIM=`�40.49� CIAO . 4N8 / • WATER LINE INFORMATION IS BASED ON TIE CARD #Z-2981 PROVIDED BY ° WF IB-8- ___, WF IB-7 r yo x 41.4 -- BARNSTABLE WATER COMPANY. x 36.3 T rP 7P A x 4 7 \ 43.6 9.1 u \ �� \� I --------WF IB-8�361 ♦ i i ® 39.7 �� , • GAS LINE INFORMATION PER MAP #SM2756 PROVIDED BY KEYSPAN 6 - - - - - __�-'37,1 38.8x / !,i p; i �/ 40.7/ 48, x 48.9 ENERGY DELIVERY ON 11/28/05. 34.4 ` _ , G • LOT 42'7 / 8.) WETLAND DELINEATION PERFORMED BY HORSLEY WITTEN GROUP. __ 37.2� ' 2 i � yc^ / EXISTING PLAN._8(161f-539•-PAGE 24 _._� BRICK � 34,4 2' WIDE RAMP 34'4 \ r35.9 i x 37.1 x I �i PAVED PARKING ��-WAP 253 PARCEL 014-X01 RET. WALLS ` ` FIELD LOCATED BY THIS FIRM ON NOVEMBER 10, 2005 34.4 y' N S. P. PROPERTIES LLC ` \ lqn WF IB-5 �,.g' �� /F itv 48,1 48.3 SITE LOCATION O \ 4Z 4/ � 1 r 38.� C5 t +4r 0 , .' 43X Q \� ) 34.4 �� `01 ' ( x �` i x 40.7 ,' /;�:. /� - 48,2 �' 1471 7 lyannough Road Q� 07e•7r\ 35.0 �\ x 36.7 WF�x i `^ r /' ' W \ 34.5 34.9 �\ ��37.7 37.8 x ) l r.'' �,� x 42i� , _?o v • �h \ 35.1 ♦ �� �A. \� 39.2 , �,� x 42.5 /' 43, 5. Hyannis, Massachusetts p 34,4 i \ ��x 42.0 T. 47J �� ---- 47.8 .p LOT lB \ \ ISTING 38.� 39.6J r �,�' TI<LEPHONE do 43.4 /f 4� ,� Shallow Pond Professional LLC 34.5 �Q� ♦ WF IB-4 PU CHAMBER ® 9,0 9'9 /'CONC. UTILITY r , 7.0 "� ^m UP $9/9 ' a y 683 C Main St. PLAN BOOK 539 PAGE 24 � , 36.0 x 3d.7 r � 3 5 - • MAP 253 PARCELS 014-XO1 & 014-XO2 1 r e 9.1 \ / UPLAND AREA 73,941 t SO. FT. �a�c. I I I I f 38.s 1.9 T, W 45.6 '� + ' WETLAND AREA � 7,677E SQ. FT. �' E7Q911NG f O s 9.2 wN � 40,.8 - 43.0 -_ 42.7 43,0 / 43.1 43-9 '4GC � h 4� OSteNllie, MA ? 38.9 rf � - --- - --___----- ___-_- 4- /� :v rl (508) 428-4323 TOTAL PARCEL AREA PER PLAN 8'1 618t S.F. ` LEACHINl; SYSTEM) Is I �- f / 4�� _--___--- LAWN 4 1 / r r i to r o sr - - -----------44 4- ,I� g7,�k. TITLE �" ♦ r / x 8 / r TP #38 TP I>�--' - , / u f ♦ v I W 38.9 ExIS NO 4q9 ( �5. _* . _ -TR - 46.1 /' 46.4 Gi ! / E7C�St�n Conditions Plan 39 SEPTIC:TANK - / / 47,3 r SHALLOW POND x s -s i N x 45 9 Uk _ R 45,6_-- 'fis-0" 46.6 r g O*� 36.0 37,0 / 4 s s s s r CONC� dr ¢d v 46.2 46,2 A GREAT POND UE �Op,Z D 34�5 WF IB,-3 �,/ p 38, y RET. `r - LAWN 1 i 3 / ` �--- 39 46.9 46.5 46.4 46.4 t M N HOLE V V ,/ BAXTER NYE ENGINEERING & SURVEYING POND EL = 34.5 ^ , ,� '/ x 3E CONCRETE PATIO 38,8 46.9 CONCRETE PATIO 46J M vR PT 7 �N'� rr/+� i 1 � " r ro 1 ♦ �c,- z } ,� 38.6 0� 8'7 --�,�4v.6 Registered Professional Engineers and Land Surveyors a ti� �•� �°� � � rrr ( r, EXISTINGSTORY TEL Copp 4 ; 78 North Street- 3rd Floor, Hyannis,Massachusetts 02601 N $, o , RAINBOIf MOTEL / 47,4 r _ ♦ °�' Z 34.4 i 37,'x "► No. SIM=147. , ,Q� ' Phone (508) 771-7502 Fax - (508) 771-7622 4 7.0 'W RI 7 47.1 / 4t.2 ! 1 ri p rr I -2,' 38.9 r' 40.3 4 .i 45.5 4 ,1 r x / I o ♦ ` 39.7 v 4,7 - 44,6 \ EXI TIN 63' , r� / r / ��RA.n G __ C TANK r d , 34.6 / r 38, 38.5 3$ - 3 /41 ax w ®43.6 O x 45.1 ® 46.1 rr �! 4 / .`r,� MATTHEWSs9� / -� 20 0 20 40 /� ♦ ' 34.5 r r- 8. 3 - x f�/� - --- x 441 EXISTING LEACHING 1 i � �! // ,, W 'n ! r / \ 38.4 x 38 3 - - - -- 42,9 i / \ •/x 38.2- ___----__ J-' i EXIsnNc �-- 46. r � ` ' / SCALE IN FEET - "� ,� rn G! - - - - - -- _---------- - R 43,4 44.1SEP11C TANK -- x 45,1 _------ 4�z_-_---_--_--- _ 68�Ij_F1Vt2 I / - . . _ ___x _ . 0 4 90 ^� �� , - ___ - ; - ------------------,�'' j� --- - ---_ - L) � SCALE: 1"- 20' _ �-Dlf_TNtT- SEE DETAI ♦ 35.7 i rr _- �` ''.$ 442'20u W 144.38'-----X 42.5 42.1 ,-9 �� 4-7,2 TS€&DETAIL _4 `�b9'8L __ �.__- o j ®RIM 46.68 ` ! � / ��F�I r 43.1-- 4 34.7 -1! 3 .6 J _ ------- -- -1- . $ 49'20'10" 46.9/ 49,4 $ 4TOS'20" MI 49,3 CU NLI�A 46,8 , ,� i�A Y'.: / 4 .5 �' _-@ONCRETE'REl`iktl WAI,I__46,8 4 7.4 4 ---- -t QLz- - �` r _ ♦ / ,/ ; / ' ,� -WALL------- PLAN BOOK 366 PAGE 63 `� EXISIIN�`" - ----_ - 50 W - r46.6 MAP 253 PARCEL 013-001 \ `� PAVED PARKING 0, � W� 747,8/ / / ; DATE: 0 34,6 ,i� i / i � - MULTIPLE OWNERS �}7.7 5-31-06 / ' /,' EXISTING CONDOMINIUMS '------ ---_-_- .N LOT 5 ' / / PLAN BOOK 3 PAGE 63 ,' / ! / (PER GIS) N h� ♦C.L / MO 253 PARCEL 013-/002 � i i ,�� "3HAIiAl1 POND" � ^co � 48.6 Cn3 _> � N/F ,N'. & HERTA H. KE:LLEPy/ !!' �/' r �CONDi�tINiCJKtS---- / / ! / (PER CIS) _. N , / ! / s 47•os 20 W 59.81 TD _ / / N0. BY DATE REMARKS o ♦ . / , / / ! ! ! i "SHAISAI► POND" 0.08' 0 58.87' N 0.86 / \ / / ' _ DRAWING NUMBER / DRAWN BY.' M L DESIGN D BY: HECKED BY: MWE o RECORD LOCATION-�] CB DH FND O: 2005 2005-103 CIVIL PLOT 2005-103EC.dw PB 539 PG 24 ' J _------ _ ,�' / i' ' i / \ / HELD o U / , ! ! / o - - N.T.S. '`, 2005-103 N _ , s ZONING TABLE SIGN SUMMARY "ADDITIONAL ZONING DISTRICTS ON PARCEL \ �, \ NOTES: SPECIFICATION ** .U.T.C.D. CURRENT MINIMUM ZONING REQUIREMENTS RC-1 I \ �\ ZONING DISTRICT: B (BUSINESS) / HB (HIGHWAY BUSINESS) NUMBER WIDTH H TEXT QUANTITY MIN. LOT AREA = 43,560 S.F. :, \ 1. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, UTILITIES, FOUNDATION HEIGHT MIN. LOT FRONTAGE = 125' MIN. LOT WIDTH = - �' 0 �---� AND CONCRETE PADS UNLESS OTHERWISE SPECIFICALLY NOTED HEREIN. OVERLAY DISTRICTS: WP (WELL HEAD PROTECTION OVERLAY DISTRICT), ZONE II & RPOD 11SER0 FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' PARKING : \` 2. EXISTING PAVING EDGE SHALL BE SAWCUT TO CREATE A CLEAN EDGE ALLOWED USE: OFFICE PROPOSED USE: OFFICE BUILDING R7-8* 12" 18" El3 MAXIMUM BUILDING HEIGHT = 30 tiK WHERE IT IS To BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS EXIST USE: COMMERCIAL - MOTEL CURRENT MINIMUM ZONING REQUIREMENTS RD-1 QP ;; � \ �,� �� REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH EXISTING 40+ BEDROOMS MIN. LOT AREA = 43,560 S.F. EXIST TOTAL BUILDING AREA = 16,065 SF PROPOSED BUILDING FOOTPRINT: 8,532 SF MIN. LOT FRONTAGE = 20' MIN. LOT WIDTH = 125 SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. GROSS FLOOR AREA: 17,338 SF h ,`` - FRONT YARD = 30 SIDE YARD = 10 REAR YARD = 10 16,065 S.F. PER ASSESSOR'S DEPARTMENT) 0 �r N, <�`\� 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE c C,<- OF CURB WHERE APPLICABLE. R1-1 24" 24" � • 2 MAXIMUM BUILDING HEIGHT = 30' �' a''�� �� s 2 TOTAL PARCEL AREA = 81,618 S.F. (PER PB 539 PAGE 24) Q °� s �s ` O 4. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN REQUIRED ALLOWED PROVIDED/PROPOSED » " * V ° W #' ZONING AND/OR SIGN ORDINANCES. / ADD VAN ACCESSIBLE WHERE APPROPRIATE. ;1 �' � / �2� d , : MIN. LOT AREA 0 SF B 40 000 S.F. HB 733,9941 SF UPLAND HB 179.9f FT ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE ti 5. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH FRONTAGE 20 FT B 20 IFT y , �` \ �+tidy`' MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR FRONT SETBACK 100 FT B 100 FT HB 100 + FT FEDERAL HIGHWAY ADMINISTRATION MANUAL ONIT- SIDE SETBACK 0' B *20 FT HB 10.7 FT +30 UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), � `: Sa' HIGHWAYS AND BRIDGES, AND TOWN ORDINANCES, REGULATIONS, REAR SETBACK 0' B 20 FT HB 20 + FT LATEST EDITION, ALL APPLICABLE CODES, AND LOCAL �� rV \ �' REQUIREMENTS, & SPECIFICATIONS. ya MAX. BLDG. HEIGHT STORIES 2 STORIES OR 30 FT 2 STORIES 25.5' FT** REQUIREMENTS. ' MAX. % LOT COVERAGE (STRUCTURES) N/A (B)/30% (22,182.3 SF HB 1) ( ) , (8532 SF) EXISTING 1.5% PAVED PARKING UPLAND PARCEL AREA = 73,941 SF [EXIST 12.7% (9,422 SF)) ` r' ✓ tt \� \\ LA NDSCAPING: INT. PARK = 28,936 SF 10% - 2,893.6 2,917 TREES - FRONT YARD (1/30' FRONTAGE) 6 6 TREES - PARKING AREA (1/8 PS) 70 SP = 8.75 9 PLAN BOOK 535 PAGE 5 --� 1.4 IMPERVIOUS AREA (WP OVERLAY) 50% (36,970.5 SF) MAP 253 PARCEL 018-001 & 018-003 = EXIST 44.8% (33,099f SF) PROP 49.19.(36,270t SF) N/F RICHARD NOVICK, ET AL, TRs. x 50.� � TOTAL UPLAND AREA 73,941 SF \ PQQ�oti S Q- x 49,1 NATURAL STATE (WP OVERLAY) 30% (24,485 SF) EXIST 0.29% (211 f SF) PROP 5.7% (4,225t SF) N o PARKING TABLE FFICE= 1 PS 300 S.F. GROSS FLOOR AREA 17,338 S.F. (GFA) / 300 = 57.79 USE 58 70 SPACES 4 w /� J 1 HANDICAP PARKING (TOTAL/VAN) 3/1 3/2 VAN \ r i PLAN BOOK 539 PAGE 24 A. \ MAP 253 PARCEL 014-X04 TOTAL PARKING 58 PS 70 SPACES /� N/F FRANK R. MCDONOUGH 50,1 DESIGN VEHICLE AASHTO SU :,o-`' \ *MINIMUM TOTAL SIDE YARD SETBACK SHALL BE 30 FEET. **25.5 = FIRST FLOOR TO PLATE EXISTING BUILDING No. 1481 \ N (PER GIS • , \ ` �\ r, EXISTING SEPTIC C SYS i EM \ i x 39.5 N ® E��P PLAN BOOK�53�15AGE; 2 3' �•Op,14» E v \ U a MAP 253 PARCEL C14- 0 N /�/ N • , 50 N/F S. ]PROPERTIES, L 23.34. PCC \ cr \ \ f CONCRETE WHEEL STOP (SEE DETAIL #443 TNP,� 10 510E S TACK wo LOT 1 A R-5. t° TO NARROW ENTRANCE PLA BOOK 539 PAGE`` 24 TO EXISTING ASPHALT • _� `` R=3. 0 7 N/F FRANKMAP 253 G DONO�IH � `AS SHOWN 10'X12' DIyMPSTER PAD =3.0 \ 014-XO3 WF IB-12 •So, OFF-SET'p�OM (SEE DETAILS_-#442 do #907) Q, ti 5.0 'o- •a �0.0 0 \ ;� iy r, R-3.0' x 4 I N le• �/ =` 'c R-5.0' R 3.0' % S 70 62.20' WF IB-11 .c OSO A(',E '. 30 or. _. � BAN 0 -7.0' C . .NATURAL oo. R-7. R 3.0 ` \� \�E\�/� \ X NATURAL / o, 0 \ EP I \ WF IB-10 - {v v� .c� WR. 2 N s WF I B -. ■'..•••••■•■• �� . � �'` o�,'-,•�� <-� � p r-i \ P00 1 / SITE LOCATION p CONCRETE PAVER 0' 18B U �nn G R 3' ' �-i \ , 1471 lyannough Road \ 0 10 WIDE SOFT P '••..••■■ O r z e:" 2 SIDEWALK r,20. p N o L V \ q7}j F PLAaOK 9 PAG 4 -v Hyannis Massachusetts / / � y 2' WIDE RAMP •'•■J \' 0. R=3.0' MAP 2 -L 014 1 7yQ 9CC • ' ' ` EN " �0' S. P. PR RTIES, ti �� okp, ■■•.WF IB-5 ` EN 0 /`4p r G R-3�0' \ � 3 » �4 n� ••■•■• 1-0 � ��, ,R1 1 Shallow Pond Professional, LLC 683 C Main St. NO 0 w 0. z t L R=3.o' o. Osterville, MA �`,'� �, -A 10 s t• z o ! (508) 428.4323 o 4Z4 LOT ,B \ / , SwF 0-40 �` J1 0 �� cp PLAN BOOK 539 PAGE 24 Q 2 0 24� , Q n�' 1___� Layout & Materials Plan MAP 253 PARCELS_014-XO1 & 014-X02 SITE GN UPLAND AREA - 73,941 t SQ. FT. v, ` 'o. (SEE NOTE HEREON WETLAND AREA = 7,677t SQ. FT. w A. BAX'I'ER NYE ENGINEERING & SURVEYING TOTAL_ PARCEL AREA PER PLAN = 81,618t S.F. ' ,E: c» -3.0' \ C ��0• , Az !•• •• • '^ R=4.o / Registered Professional En gineers eers and Land Surveyors urve ' R-3. , y •••.• 0 •••....••• Q "• e 10' WIDE 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 � � ,- ... ..... �•sOFT PATH �o o E� ':�. � N O�C�P•� m -, `�� �� r .� - _ o WF i '3•'•■ ••' a. P o � R-4.o -�'0 R/5.0 Phone - (508) 771-7502 Fax - (508) 771-7622 25. 0 A a / °' , .�'�+ W� F�- �- '•■••••.••• .�"'•• :c�, � SIGHT TRIANGLE SHALL p �n CLEAR OF ALL OBSTRUCTIONS p * " r A, *, n SEE ARCHITECTURAL �° C F '` t Z PLANS FOR COLUMN ' / ' `� ' ` I PERGOLA. dt .'� © FROM HEIGHTS BETWEEN 3 dt 8 � , / N` j \ ��1 �r �'"�S � (.0 r tid ' . cg 9 > �r COVERED ENTRANCE p;. - � -N•1 r o LOCATIONS 3.0 BITUMINOUS PAVED SURFACE cy o p i > i \ a �AAw Oyu 'o - C, �5 N'rn pXA . o :y pG N ;, � 20 0 20 40 Y � o d (SEE DETAIL418) & A47,O0 R 3.0' p / RI = 47.17 � SCALE IN FEET ass Q in Z / oc G1S?EF Z R1 SCALE: 1 - 20 t ti T L15L' SIDE SETBACK CID mi 10' LANDSCAPE SETBACK - CB DH FND o 24.90T>: CB DH FND 59 81' (SEE DETAIL) o DATE: 5-31-06 119.46 99.95 (SEE DETAIL) r *RIM= 46.68 50 42 20 W 144.36 TD s/ WF IB-1 S 49.2010 W S 47�08 20 W / MAP O CU INLET C V LOT 2 ~� e \ PLAN BOOK 366 PAGE 63 ` MAP 253 PARCEL 013-001Cm4 \ MULTIPLE OWNERS NO. BY DATE REMARKS J. y_ / MCL 1D IGNED BY' CHECKED BY: MWE DRAWING NUMBER LOT 5 EXISTING CONDOMINIUMS \ PLAN BOOK 366 PAGE 63 (PER GIS) 0T or. \ MAP 253 PARCEL 013-002 "SHALLOW POND" 0: 2005 2005-103 CIVIL PLOT 2005-103DM.dw i N/F JUERGEN H. & HERTA H. KELLER \ EXISTING CONDOMINIUMS 2005-103 o :,'' ,!:: S 47.08'2 W 59.81' TD a,; (PER GIS) N C* - a UTILITY NOTES: \ c 4. THE ON-SITE WASTEWATER TREATMENT FACILITY SEPTIC 11. GAS, ELECTRIC, DATA COM IS SHOWN SCHEMATICALLY 1. � THE CONTRACTOR SHALL CONTACT DIG SAFE (AT ( /Oz/ 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL SYSTEM) HAS BEEN DESIGNED, AND SHALL BE CONSTRUCTED, HEREON. THESE UTILITIES SHALL BE INSTALLED WITH AEXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE STARTIN ACCORDANCE WITH 310 CMR 15.00-STATE ENVIRONMENTAL MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BYOF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE CODE TITLE V. THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALLCOORDINATE FINAL LAYOUT WITH APPLICABLE UTILITYEXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF 5. WATER MAINS TO BE DIP, CEMENT-MORTAR LINED, U.O.N. COMPANY.ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE �LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE, ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE ASUTILITIES, CONDUITS AND LINES ARE SHOWN IN AN REQUIRED BY AND IN ACCORDANCE WITH THE LOCAL WATER 12. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE DEPARTMENT AND APPLICABLE AWWA SPECIFICATIONS. TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED LIGHTING SHALL BE ON A 15' MAXIMUM POLE. LIGHTING DESIGN \ BY THE OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE 6. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS SHALL MEET THE REQUIREMENTS OF THE CAPE COD \ T BE FULLY RESPONSIBLE FOR ANY AND THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE COMMISSION TB-95-001 "EXTERIOR LIGHTING DESIGN". CONTRACTOR AGREES 0 I \ \ ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR 61 CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND EQUAL. 13. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR ``' UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. �1; PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE 7. DOMESTIC WATER SERVICE TO BE 2" POLY PIPE INSTALLED BACK FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH ; \ ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY WITH A CURB-VALVE AND BLEEDER MUELLER BALL-TYPE FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE CROSSINGS VERIFY IN FIELD THE LOCATION AND INVERTS OF MARK 11, ORI-SEAL AND CURB BOX. TREATMENT. THE SURFACE TREATMENT SHALL THEN BE PHONE & DATA COMM AND REPLACED IN KIND. c c \\ WATER, ELECTRIC, GAS, TELEPHONE /RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE 8. WATERLINE INSTALLATION REQUIRES THRUST BLOCKS TO BE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL INSTALLED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE 14. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, UTILITIES, \ \ UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. HYDRANTS IN ACCORDANCE DETAIL #301. FOUNDATION AND CONCRETE PADS UNLESS OTHERWISE SPECIFICALLY NOTED HEREIN. 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED 9. FIRE HYDRANTS WILL BE MUELLER, CENTURION, OPENING LEFT TO EASE MAINTENANCE AND PARTS AVAILABILITY. BETWEEN ALL UTILITY CROSSINGS. WATER VALVES WILL BE RESILIENT SEAT MUELLER GATE 3. A MINIMUM 10 HORIZONTAL SEPARATION SHALL BE VALVES OPENING LEFT. �PPGGE�Nc^-_ �o MAINTAINED BETWEEN WATER AND SEWER LINES. WHERE WATER � o. FP \ LINES CROSS SEWER LINES, THE SEWER LINE SHALL BE 10. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN � � 6� E � �l-P ACCORDANCE WITH MASSACHUSETTS BUILDING CODE AND 1 9 LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18" BELOW APPLICABLE NFPA REGULATIONS, IF SO REQUIRED. SEE PLANS THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED AND CALCULATIONS FOR FIRE SPRINKLER SYSTEM BY OTHERS. EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION \ \ SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED DUCTILE IRON PIPE FOR ONE FULL 20' PIPE LENGTH OR EXISTING o ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY r ` LEACH PIT .�" \ SOUND. THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS / \ EXISTING BUILDING FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES No. 1481 0 \ SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT f (PER GIS) �a � \ \� THEY ARE WATERTIGHT. EXISTING C COMPONENTS TO BE PUMPED, FILLED WITH N SAND OR CRUSHED IN PLACE EXISTING // t- \ �6'. y�y SEPTIC SYSTEM P\�\NG \jAP�� ` /s -BOX �n ����i �g0 GNG, X\ST\NG E 2.A6, „Z3 EXISTING 30/ G�p1K E ?'�� BRICK \ 2f'4` LEACH PIT N �/ N 6 000 \ PLANTER \ �\ PROPOSED LIGHTING FIXTURES / & SIG TO BE COORDINATED WITH / N 40'00'14 E / o ; c ,1\ ul ARCHITECT & OWNER (TYP.) / 23.34 � 0 N WN \ / CONCf3ETE 3 \ PA \ FLAG OLE'& \` o \ ` SAWCUT PAVEMENT / \ . _► I / FOR WATER CONNECTION 'Sp, OFFSET I'-- EXISTING FORCE MAIN IF DOMESTIC do FIRE SUPPLY LINES a INSTALLATION (SEE Nf�TTE 12 ER N) \ ROM TO BE REMOVED ARE ARE INSTALLED IN THE SAME \ �, • �F� `^ TRENCH THE DOMESTIC LINE SHALL BE PROPERLY SLEEVED IN 40 SCH 40 ./N 56.3q.'3 3 J �qc / ,'. 4 E 1 2" WATEW SERVICE TO E 71ED INT01 \ • �F ' . ~'~�' �: REMOVE & CAP 62•20, WATER "IN USINGcST INLESS STEEL\ WF I6-11 • , o I EXISTING GAS LINE ; STRAPS SADDLE, do CORPORATION . do METER \ d \ \ EXISTING LEACH PIT AND INLET TO BE PUMPED, �_ o / REMOVED, do DISPOSED OF OFFSITE �\ i �l o \ � N STORZ CONNECTION \c , W --alp \ >>\ / MONITIORING LEACH P WELL (TYP.)~�` v ARY) O WF IB-10 / I <y 0, `` J RIM= 4 WF IB-8 WF IB-7 LIGHT POLE '2a J'�� ��W W �� " W RELOCATE EXISTING \' .� WF IB WF IB-6 / / <90 EN ..- ' 'P 5 W �\ SZ1C �W W G'• ` 3 o OVERHEAD ELECTRIC & n \ / `. i <Z-off `_ =•. E /�f ��E SfRt Hwwy ly " Pa-YIEW ��W „�Z ` i REMOVE do CAP DATACOM SERVICE AND `\ _ :.< :_•� ` f UN 2 W THEN PLACE UNDERGROUND W W �� E • EXISTING GAS LINES AS SHOWN 2' WIDE RAMP / I ° .'y `': �`f ` W F do METER :r (Cop EN .; f ` C�tIC ` o \ SffE LOCATION ,� \ PUTgT� WF IB-5 / y f PRE° ° E ; 1471 I nn o� \ �42p9 N * O y.�=F f E -,DATA C ` / ya ough Road >O.y6 \ EXISTING SEP11C COMPONENTS TO BE PUMPED. O . A � r� w / REMOVED do DISPOSED OF OFFSITE ,� % o Hyannis, Massachusetts Q i `... PLACE VALVE, BOX, AND INSTALL UTIUTY h \tzv \ ,n o OO y 7 TEE. MATERIALS PER . POLE AS SHOWN/ r'. / 'L .r►A Z ;Y=._: TOWN REQUIREMENTS y1 U �o �� w o � \ �,� Shallow Pond Professional LLC EXIS NG O O \ LOT 1 B \ O Z• / <o / 683 Ci MAIn St. WF IB-4 PUMP CH BER J►�e+� �^> n UP /� a, PLAN BOOK 539 PAGE 24 , '`it�'. ` Oster'Yille, MA MAP 253 PARCELS 014-XO1 & 014-XO2 c�+ - /� UPLAND AREA = 73,941± SQ. FT. (508) 4284323 OZ N J REMOVE & CAP EXISTING GAS ry 3 WETLAND AREA = 7,677f SQ. FT. EXISTING / �y z LINE do METER. CONNECT NEW / N TITLE TOTAL PARCEL AREA PER PLAN = 81,618t S.F. r LEACHING SYSTEMI I I / z U .1A SERVICE AS SHOWN 1 ADJUST TING MANHOLE RIM x j U, Q EXISTING IM EL. 47.6' UtilityPlan EXISTING " / �� PROPOS RIM EL. 47.12 �, TIC TANK N PROPOSED SHALLOW PON � � �� S _5 s N S -S �--S o © = , z HYDR M T � � i a� B AXTER NYE ENGINEERING & SURVEYING A GREAT POND ,D� F�OP� ➢ WF I8-3 O �j tJa I H MAN HOLE " V rj POND EL. = 34.5 4 W I cn Mtn N U SIGHT TRIANGLE SHALL E LEFT R � �� Registered Professional Engineers and Land Surveyors o H o m m CLEAR OF ALL OBSTRU TIONS Y �' w z i or 2NLF 4• SCH uQi m c FROM HEIGHTS BETWE 3' &a -w 78 North Street- 3rd Floor,Hyannis„Massachusetts 02601 o y Q f 4o PVC o 1s7x s N , " COPPED Phone - (508) 771-7502 Fax - (508) 771-7622 / v \ N rn O cn f- X . Z O a, 4= 47.00 / % / °° Co. ram- A� Gp�. su) xN N H N K� W R1 = 47.17 3,�v �pr1K N W W /w�� 0 1 �' WF IB-2 �O' SEP1IGMQ / J r R' ► 1AA ` � 0 1 / �N �p gER 'c' EXI TANG A / y a x 20 0 20 40 N c c c - ,SE �C TANK / � / f' i3 REMOVE METER PIT AND CAP SCALE IN FEET J ti C EXI TANG v '� / EXISTING WATER SERVICE SCALE: 1" = 20' ` " 1 ��� o PROPOSED GAS w DBOX to i r 9� ' Ab 24.9C' SEPTA TANK � J 119.46' SERVICE _ G G G 9. ---/ a / t,.• V RIM= 46.68 � / MAP 274 c� •S 50'42'20" W 144.36' TD S 47'08'20" W CU INLET 020 � a� WF IB-1 S 49'20'10" W s o CONCRETE RETAINING WALL EXISTING SDENOBE PU E REMOVED,&DISPOEOF � , PAVED PARKING DATE: 5-31-06 i \ o / / o N H ; 1 a EXISTING CONDOMINIUMS r �QCm5 / \ (PER GIS) f > \ \ "SHALLOW POND" EXISTING CONDOMINIUMS N0. BY DATE I REMARKS o^ \ (PER GIS) / DRAWN BY: M L IDESIGNED BY: ICHECKED BY: MWE DRAWING NUMBER i "SHALLOW POND" / 0: 2005 2005-103 CIVIL PLO 2005-13OUT.dw N O U 2005-103 O N G m FIN. GRADERAISE 2 COVERS AS SHOWN WrrH SYSTEM PROFILE r 36' SEPTIC SYSTEM CONSTRUCTION NOTES: WATER TIGHT RISERS 2��To NOT TO SCALE FINISH GRADE I. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF FINISH FLOOR - 45.o PROPOSED GRADE - 44.8t COVERS GUM WITH WATER TIGHT NOTES: " 3' 3' 9• (MIN.) COVER EX / 36• MAX THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE RISERS & COVER1 ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. STONE 1/8 to 1/2 2•2 LAYER DOUBLE WASHED s 6 s s s TOPSOIL . OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. FINISHED GRADE Oyu TAW 45.0 OVER DISTRIBUTION LINES L-57 FT (48 tF OUTSIDE OF TANK + 9 FT INSIDE OF TANK) 6" 10' LAYER OF DOUBLE WASHED 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. STONE 3/4' TO 1 1/2" IN-40.90 2 SC H 80 PVC FORCEEMAIN NO SAGS- PROAADE '� ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL TOP OF TANK EL- 42.82 SLAPS BACK TO PUMP FOR DRAMIBApc o GRAMCOVER ,%!�'' .�\.Z, BY THE ENGINEER. ' :: :: + •,r". OUT - 40.65 RISERS & COVERS SHALL BE WATERTIGHT 4" SCH 40 PVC 4' SCH 40 PVC '7 _ GREATER THAN 1 DAY (6)-4" SCH 40 SLATTED PVC • 2* GATE STORAGEI GE PROVIDED A E ABOVE> 1,30o cu (Des�cN Flom LEACHING FIELD CROSS-SECTION DISTRIBUTION LINES ° L= 12' S=1.67X (1.0% MIN ALLDWEDj 6" MIN -_. INv OUT = 41 INV IN - 41.40 y iO : •. 1493 GALS. - 24HR STORAGE HGHWATER ALARM a- 38.82 FINISHED GRADE D. Box - 460 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, NOTIFY THE BOARD t• r OUT-41'15 _359 GALS. TOP OF PEASTONE OF HEALTH AGENT FOR INSPECTION. _ LEAD PUMP ON a= 38.32 1/8' WEEP HOLE 359 GALS TOP OF D-BQX a= 43.84 ELEV = 43.13 4-V HOLES + CHECK VALVE s• PUMPS OFF a= 37.82 50' 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS GALS. LOW WATER ALARM a- 37.07 t�NCRETE BAFFLE GAS ALE 539 GAIN F>RST 2' (TO BE �) PROPOSED FINISHED GRADE OVER LEACHING = 46.ot TO 43.88t PVENT OTHERWISE NOTED HEREIN. REINFORCED . _ TANK INVERT a- 36-32 _ COVER r•,�'r :'� ;•, ; :,.•::,` +_.; f LONGEST DISTR. LINE - 68 LF 9" (MIN.) BASE, PRECAST 2• 4" SCH. 40 PVC o 1•00x 2" LAYER 148 To 1 2" STONE 36" (MAX) 5. EXCAVATE UNSUITABLE MAIN DIAL AS NOTED, TO THE "C HORIZON" , FOR A HORIZ. 6' CRUSHED 2" SCH 80 INV W-43DO DOUBLE DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND STONE BASE 6 SUMP out- 42.93 WASHED STONE INV- 4236 PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. INLET TEE TO 1 (3/4 to 1 1/21 ABOVE OUTLET ELEVATION - - ` .► 3,000 GALLON PUMP CHAMBER •• • - -� �-= INV- 41M 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF (H20 LOADING) COVER. ROTOALL sr6N t 6-3 OR EQUASTAKE 6• INV_ 42 � � ro HE •G �• 5' 4" SCH 4o SLOTTED 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. 3,000 GALLON TWO-COMPARTMENT To BE INsrALIFD ON A LEVEL STABLE BASE STONE BASE SEPTIC TANK(H20 LOADING) PUMP & TANK TO BE INSPECTED & CLEANED ANNUALLY WIC PIPE S-.005 ROTONDO ST 6X16-3 OR EQUAL PROVIDE FOR 4 DOSES PER DAY AND DRAINBACK OF 2" FORCEMAIN: ADJUSTED HIGH GROUNDWATER ELEV. - 36.88• $• CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND TO BE INSTALLED ON A LEVEL STABLE BASE DOSE VOLUME - 325 GAL + 9 GAL - 334 GAL MIN. < 359 GAL DOSE PROVIDED *SEE HGW CALCS ON SHEET C-3 UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, E LEAST 8 HOURS BEFORE SEPTIC TANK TO BE INSPECTED do CLEANED ANNUALLY - DISTRIBUTION BOX(H20 LOADING) THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT (1ST COMPARTMENT 2,000 GAL) 1. 1 PUMP REQUIRED (SIMPLEX) ROTONDo DB-7 OR EQUAL 2. AIARM TO BE ON SEPARATE CIRCUIT FROM PUMP. SOIL ABSORPTION SYSTEM (SAS) LEACHING FIELD (TYPICAL) LOCAnON, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE (2ND COMPARTMENT 1,000 GAL) 3. 1 AUDIO ANo 1 vlsuU ALARM REQUIRED. TO BE 'OU�A LEVEL STABLE BASE REOURIED � THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE 4. MOUNT ALARMS ON BUILDING INIERKNt. SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS LEACHING AREA REQUIREMENTS \\ \ �� REPRESENTATIVE. THE CONTRACTOR AGREES 70 BE FULLY RESPONSIBLE FOR ANY AND . NITROGEN LOADING LIMITATION: NA \ �� �� ,j PLAN BOOK 535 PAGE 5 -/��� �„4 ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO COMMERCIAL- 17,338 GROSS FLOOR AREA ,y �� ,/ �'� MAP 253 PARCEL 018-001 & 018-003 '' O LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN .075 x 17.338 S.F. 1.300.4 GPD �� P� N/F RICHARD NovlcK, ET AL, IRS. x 50, � INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR TOTAL DESIGN FLOW = 1,300.4 GPD 1 �' �� Q 1L x 49.1 POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS �PPP'R SS -, 0 O OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH GARBAGE GRINDER (NOT INCLUDED) = N/A ',� `�\ oo�`' \ - - __ '� S �N� -, \ oo� PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PERC RATE _ <5 MIN. �( INCH (CLASS 1) PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. LTAR = 0.74 GPD/S.F. `�` Q- ���' `' \ \ ,� 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL MIN, LEACHING AREA OF SAS. REQUIRED: LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. 1,300.4 GPD/ 0.74 GPD/S.F. = 1757.2 S.F. MIN. -- , \� � - �� ' LOT1A PROPOSED SYSTEM: PLAN BOOK 539 PAGE 24 �. LEACHING BED __ _----- \ �- i j� MAP 253 PARCEL 014-XO4 \ \ i /-� '/ N/F FRANK R. MCDONOUGH o 50.1 x PUMA SPECIFlCATiONS LEACHING BED AREA: (50' X 36') = 1,800 SF ' `-- , PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT ``•� �� ' .: '..' '' �� \� AND CONTROLS SHALL BE PROVIDED IN SYSTEM DESIGN CAPACITY = 1,800 SF x 0.74 GPD/SF = 1,332 GPD �'� ��� �\ ';,, �� \ / ACCORDANCE WITH ALL THE PLAN INFORMATION ' AND SPECIFICATIONS HEREIN. SEPTIC TANK SIZING: 1300 GPD x 200K = 2600 GAL EXISTING BUILDING \ \ No. 1481 / THE PUMPS SHALL BE RATED TO DELIVER ` ,, (PER GIS} � � -•- .� 49 GPM o A TOTAL DYNAMIC HEAD OF ]Z EFEI USE 3000 GALLON TANK I -------� COMPONENTS TO BE PUMPED, � c 46, � _ - _ cr• " % s\ do CAPABLE OF PASSING 1-1/4 DIA SOLIDS. FILLED WITH�i��AN SAND'OR CRUSHED IN PLACE � ' ELL 'A �y �- �\ \ � - � / �^' \ ,\ \ \ �• THE PUMP SYSTEM SHALL BE THE HYDROMATIC NON-CLOG SEWAGE EJECTOR PUMPS MODEL S3SD 44 ----- - � ,'' \ ,/' RATED AT 1150 RPM /1 PHASE/230 VOLT OR 91 \ EQUAL THE PUMPING SYSTEM TO BE PROVIDED AS EXING PACKAGE, TO INCWDE 01 RE 43 9 �. - -_- _ -- \`` G �p\Lp��aG �3,� \ /� FTHE ORMA CONCRETE HYDR-O-GUIDE AIL EQUAL PER MANUFACTURERS SPECIFICATIONS (INCLUDING, BUT t 4j ?.� TP 2 NOT UNITED T0: WATERTIGHT ACCESS HATCH, r 40 , 2� 4'"'� _ \ �\ N GUIDRAILS, DISCHARGE ELBOW ASSEMBLY, VALVES, 3 �\ LO B / \ t \ \ � - ` LIFTING CHAINS, MOUNTING BRACKETS, FLOATS do _ _ g `� PLAN BOOK 53�\1 AGE 2 � ____ �- PIPING). A HYDROMATIC Q-PANEL OR EQUAL x 39 J - \ `~~� `� MAP 253 PAR�EL 4-XO 1 1, 40 00�`� 49 - \ / SHALL BE PROVIDED FOR INTERIOR BUILDING ' • , - - _ - -' - '1�\ \\`��� ,�"'�� , cn MOUNTING MEETING THE SPECIFICATIONS PROVIDED N/F S. p/�PROPERTIES, � \ �� WITHIN THESE PLANS. 35 ` ---- \ ` w \ \ \ CONTRACTOR TO SUBMIT PUMP CURVES AND ` \ z.- • `� LOT 1 A 1 PLAN\BOOK PAGE\ 24 MANUFACTURER PUMP AND SIMCPL EYI GONSYSTEM �� • • ,! �• ��,�; 7 �`. \\ N/F FRANK R. M�1DONO GH °\ EQUIPMENT TO THE ENGINEER FOR APPROVAL '1 ..�.• •,,�� `\ I r \ MAP 253 \ OPERATION AND MAINTENANCE �X • .sc� OF -I- \\` \� �� �1 014-XO3 �� PUMP SHALL BE INSPECTED IN ACCORDANCE WITH TITLE r �S *-- XI T1NG FAKE MAIN ` �\ `\ �`\ �� � , � � \ 3 V ENVIRONMENTAL CODE FOR PROPER OPERATION AND WF11B- \ 1 2 , �/ �� � \ TO REM VED �` '� '� , IN ACCORDANCE WITH THE MANUFACTURER x q ��� \ ' ` RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION REPORTS SHALL BE SUBMITTED TO THE LOCAL BOARD N 56r,34'34' E OF HEALTH. \ 2Q0' REMOVE & CAP \ 6 \ -' �� f i ` ' . R0 \ ) ' ' EXISTING GAS UNE ` WF Ie '1 RO i I N 1 ! & METER EXISTING LEACH PIT AND INLET TOE PUMPED, \� ;,' I REMOVED. k DISPOSED OFFSITE/ �� ' �•,ZSV i LOCATION SITE ` - ----------------- 1471 lyannough Road . --_--________ WF IB �o ; W W =-;� Hyannis, Massachusetts ti JF I B 8 _ _ / j TP #1 A \ , -� I Jr---- - - - - - ________WF IB-6` _ i >:i �� / ' ` W W ���w \ 3 REMOVE do CAP \ Shallow Pond Professional, LLC PLA(y_BOOtf- _4 W / � �, EXISTING GAS LINE • W ` E ; 683 C Main St 2' WIDE RAMP \ / !! , i C,,--M'" P 253 PAR L J F \ do METER • ` (Cop", WF IB-5 _ � i � N F �. P.`P� LC _�/�E i Ostel'YiIIe, MA '�z 9°N '<' �1 r - ;' _ , E E /' 1 - c , �' (508) 428.4323 EXISTI SEPTIC COMP ENTS TO BE PUMPED, .; t ,•- ,� ,' 8 TITLE ,o�` '61>'•� �` 0 do DISPOSED OFFSITE t ��/ ,/ u� '� J ° = ,-' 5: - � Septic System Design Plan ,:rk 00% LOT 1 B \ \ WF IB-4 \ , ,, {;, °o , �co / , BOXIER NYE ENGINEERING & SURVEYING PLAN BOOK 539 PAGE 24 i ) , _ c/� � r / MAP 253 PARCELS 014-XO1 & 014-X02 _��_ ` �+ G �� ��'' BREAKOUT Ems= 43.13 �, �. / Registered Professional Engineers and Land Surveyors UPLAND AREA = 73,941 t SQ. FT_ ` f \� G v / ,% f VE & CAP EXISTING GAS N 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 --- ----_-___ _ a� . -CONNECT NEW " Phone - 508 771-7502 Fax - 508 771-7622 w WETLAND AREA = 7,677t SO. FT. 1 i l i w f ---- --- 36.0__- TOTAL PARCEL AREA PER PLAN = 81,6118t S.F. ---- #36 TP I � �. �� OPT I WF IBr'3 / i l- , ,�� Z HYDRANT /!'� �i/ ���- Ur HIDE FL /� -- 39 Z m I I V Q' / 20 0 20 40 MATTHL/w 9�ti r 2N1 F 4 SCH on m _- f. __. W// I�-LPL/�,f'. , / SCALE IN FEET o LrI N `�i o t N si r o 9FGIs1E�� �, 40 Pvc o 1.s�x - ( - '' SCALE: 1"= 20' J 88 o rn -+ !r r r c� } M N '6?z i ' 't 7► � 2 x , g O � � RIM=I 4 .00 / r / /� �� G o- xN n- a N %' /) RIK1, 47.117 tj r4JF 18/2, 3, ` � i DATE. 5 31 06 Co REMOVE METER PIT ANC -------------- _ _--- �� ---------- Co �� / EXISTING WATER SERVIC _ 4.90' ^ ;k\ --- ----- __ -._�r� R -VENT - - - - SEE DETAIL) a / / / _ - "�-� - ' 1 '-- ( ORIM� 46.68 / / r ! i __�_ - ` ,S Cz6 50.42'20" W 144.36' TD _ q y S 47'OS'20" W NQ. BY DATE REMARKS j WF 0-1� , __-__ - S 49'20'10" W �/ CU INLE��r _. �J / �; U ______ _ _ - r _ �� �* -'�/ r / �� D WN BY: L D IG BY: HECK BY: MINE DRAWING NUMBER ;5) / ' / i�� _ PLAN BOOK 366 PAGE 63 EXISTING SEPTIC CpmpoN�NTS TO BE PU 5 r \ / ' /i / ' r' ,' 4 MAP 253 PARCEL 013-001i ( /, i �' t�l ------ REMOVED, do DISPO OF`,OFFSITE MULTIPLE OWNERS ' O / 0: 2005 2005-103 CIVIL PLO 2005-103SP.dw o � � 2005-103 0 EXCAVATION/FILL NOTES: \\ �, �\ ---- %' GRADING AND DRAINAGE NOTES: 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD \`, �'T -- - 1. THE PROPOSED FIRST FLOOR ELEVATION = 45.00 BE FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT LEAST 1 H:1 V OR `\ i \ SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE \ � THIS ELEVATION IS EQUAL TO ELEVATION 100.00 AS SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, UNLESS OTHERWISE PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA ', I NOTED. \ I 1 REQUIREMENTS. , , I I ' 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FIL THE PROJECT ELEVATIONS ARE BASED ON THE NGVD 1929 VERTICAL L \ y/11 �� � / �� �, DATUM. SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL , _ _ _ _ _ J r �+ y> TANDEM-AXLE DUMP TRUCK. THE PROOF-ROLLING SHOULD BE PERFORMED `, }ti` - - \ 2 DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE AS DIRECTED BY A GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED \\ CLEARING & DEMOLITION OPERATIONS SHALL BE REMOVED FROM UNTIL THE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. ' / Q \ THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADINIG ��� J y^�°' �\ CONTRACTOR SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE I GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL FILLS 0 3. DISTURBED AREAS SHAD., BE PROTECTED AT ALL TIMES TO SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND COMPACTED AS CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. FOLLOWS, UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: ; Q o °CP 17 - - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF ASTMI - - ; , / 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING D-1557 (AASHTO T-180) \'�., ,! \ EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE DUST. - TOP 12 INCHES OF ROADWAY SUBGRADE, 95% OF ASTM D-1557 (AASHTO T-180) 91\ �_�, \ /' 5. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 12 INCHES), ! \ �_____. r STABILIZED WITH 6 LOAM, SEED, & MULCH. THE CONTRACTOR 92% OF ASTM D-1557 (AASHTO T-180) SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN - FILLS IN GREEN SPACE, 85% OF ASTM D-1557 (AASHTO T-180) \ _ _ \ - - ra PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE - FILLS FOR PIPE EMBEDMENT (BEDDING, HAUNCHING AND INITIAL r FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF BACKFILL), 95% OF ASTM D-1557 (AASHTO T-180) ,. / ` ,� \ CURLEX OR EQUAL. `\ �\ � ,,� \ ` �, � \ 6. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND GENERAL CONSTRUCTION NOTES. \ _ - _ \ , \ / � \ INSTALLED FOR H-20 LOADING. 1. OFFSET DISTANCES NOTED ARE TO THE CENTER `' \ OF STRUCTURE. \ '�,, \ / �y '\ 7. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL PROPOSED STORM WATER MANAGEMENT INFILTRATION FACILITIES AND 2. SET CENTER OF CATCH BASINS GRATE 1' BACK FROM FACE OF CURB \ \ "' / SANITARY SEWER/SEPTIC SYSTEMS. LINE WITH A 0.1' LOCAL DEPRESSION. WRAP CAPE COD BERM AROUND / a BACK OF GRATE WITH A 3' CURB TAPER. t G 8. CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, SOIL INFILTRATION RATE PRIOR TO COMMENCEMENT OF CONSTRUCTION (ASSUMED 6 MIN./IN. INFILTRATION RATE). IF RATE VARIES FROM ASSUMPTION, SYSTEM MAY HAVE TO BE REDESIGNED AS DETERMINED BY THE ENGINEER. 9. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH 6 PRE-CAST H2O LEACHING BASINS'., SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR 6'IDx3ST0RAGE DEPTH ` ,,.%y \ / � EQUAL CPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A STOW- WITH 1 FT OF STOETwEEN-J~ACH UNIT \ f/" DIAMETER UP TO AND INCLUDING 24 . BACKFILLING CPP MUST I i 7kND_LFT-0F`STONE AT OUTSIDE PEMETER i'.�' FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE RIM AT GRATE INLET - 41.0 ` - BOTTOM OF PRE-CAST LB'S- 36.66 MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). fl BOTTOM OF STONE EL- 36.16 SEE DETAIL #140 �` �� - -r'--' \ EXISTING BUILDING ` 10. ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS AS (2 IMS TO GRADE AS SHOWN FOR MAINTENANCE, ACCESS a8�' '- --' \ TIN 1BUI SHOWN ON PLAN. ROOF DRAINS TO BE AT LEAST 6" CPP AT 1.00 / -_____ ____-- ` \ 6 _ -- �•�_ _� �' �� (PER cls} \ -- % SLOPE MINIMUM, UNLESS OTHERWISE NOTED. MINIMUM TYPICAL ----------- \ 481 - - - �. \\ COVER SHALL BE 2 FEET, U.O.N. 810- TO AREA 44�•�_ �, TYPW�L LErNI 0 slur C-10) �`�'� 11. ALL RCP PIPE TO MEET CLASS IV SPECIFICATIONS. - - - P`N'N \ s• \ 12. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT _--- 0� RE \�, SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS. 4 q.9 1 `\ �x\S��N�p E 5 PRE-CAST H2O LEACHING BA N `� 30 'IDx4'STORAGE DEPTH 13. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL _ 40 21 2 ® '\\ `� r N WITH 1 FT OF STONE BETVYEEiV'� UNIT INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE ' •� 1 47.0 AND 1 FT OF STONE AT Ott ETER INFILTRATION SYSTEMS AND REPLACED WITH SAND BORROW PER MHD _ ` ~ 41.41 - / \\ ` y 0p'14" x 49 RI -kT-GR , INLET - 42.75 M.1.04.0 TYPE B. • • _ -110N AREA _,- \ �1 \�`. - / 40' .20 TC v' BOTTOM OF PRE-CAT LB'S=.36:5$ _._.-�TYPICAL DETA� O SH�EI C-19}- � 1• `'� `��`'� _ �''� � '�~. � , ` \ \45.70 BC � :+ B�OM A L STONE EL�36.08 ` 47.0 4� \ ; x RI� TO GRADE AS�HOWN,FOR"M NTT�NANCE ACCESS) 4150 TC 1\,\`\ • • rl ` ..�•-r-.-'-� ��-.� STAIRS TO GRADE /"� 43.\00 BC 44.79 TO, 44.94 TC `-� �41.0 \`\ � ` FOR DETA7XS TYP. ✓ `� 8C 44.44 BC �\ \ 1 ,\ �� � \ ( •4 43.29 45.52 BC \ �\ 43.17 x 45.1 47.1 \ 4> \ Ir 43.24 BC `` �\��`\ ',��\ \`\\ '\ \ N 56'� 4'34• E WF IB�11 U' ( 41.0 ,-.-1, :';; _'..' 42 Rp i .75 $_: 1`\ \1 2 ` C'a�� � � 62.;0. � 43.84 ) \ 41.74 �� \ ' J x r \ 48.56 T4C Al \ �\ \� `�-''✓ __�_-- 2 PRE-CAST4+20'LEACflI1.G BASINS _ I / '' i .a• 1 \\ •46.06 DEPTH , \ 4345 x8X L -' 44.7 car WITH 1 FT OF STONE BETWEEN EACH UNIT i �-- \ �., . AND 1 FT OF STONE AT OUTSIDE PERIMETER �... SEE DETAIL #140 _ -- PROVIDE j_W-TO WAb1 AS MOWN FOR ANCE ACCE \ J ` 44.1 ` ` AppCi `2 W r---��� 4 '15' `-'� R01ADE 1 GRATE T GRADE AS SHOW-FOR o a� 1 \ ` E-{� A OR OVERFLOW \ - �\ X 300 'NA�RALu WF `\ \ i ` oo / o ": J G -�i4.78 �\ `\ -``A �"..W EPs \\ SITE LOCATION WF IB ,° , - -- _ _ • • I �, / -- -w -�- ` 1471 lyannough Road � F IB - - - o - __ _ ) .-. \ Hyannis, Massachusetts _ / I i �, V , 43.73 x \ W \ 43.16 / ` W �'� W , BID-RETENTION AREA �� WF IB "6-, _ -tiygE � _ ' , '�•� W w �� W r i (SEE TYPICAL DETAIL O SHEET C-10) flay •••• ''•. ` o�` - / - '�~ ti E f -- -�� W ��� ' i 2' WIDE RAMP \ •.,f �- I / ; ( :: 44.44 TC F , Shallow Pond Professional LLC •., r , .-r, .. 44.80 TC 43.94 BC 8•�, f ` , 1 EN. : -> 44.30 E • E i.56 TC \ 1 683 C Main St. 00MPUrq 0 \ •.��F 1B-5 --' EN r f E" r 1 S 11 , <�,�e� �.•••'/ .�4 !, ,:R' ,-' E E / ` 0sterville, MA \: I O , s��. O ,/ i (508) 428.4323 - 4316 i;`� - TITLE o o ,1 �; -' / , ' Grading & Drainage Plan o �\' LOT 1 B ` , J WF 4 i ( O \ O 44.80 TC PLAN BOOK 539 PAGE 24 : , ! ; t ,75 : ; `� _ AJ MAP 253 PARCELS 014-X01 & 014-X02 48, BAXTER NYE ENGINEERING & SURVEYING r r � , 1� ��- ,� ,,- -' E � � r ,� / UPLAND AREA = 73,941 f SQ. FT. 1 J i n O 'er x S 46.06 BC r r WETLAND AREA = 7,677t SQ. FT. � Registered Professional Engineers eerS and Land Surveyors y TOTAL PARCEL AREA PER PLAN = 81,618t S.F. 5.58' 1 ••••• / I , o ! / -� _______________ 46.58 43.88 . 2 , �� rr / 78 North Street-3rd Floor, Hyannis,Massachusetts 02601 1 ;• + ,,,.�•• ? o •••.,,,,,•..•� 't' ( ( I -- - - - - - _ _ 438 Zoz / Phone - (508) 771-7502 Fax - (508) 771-7622 ' I .. / o I •• r /J �' SOFT WIDE PATH • / + r/•�r _ 44.3�0 BC._-----------.w 44_10 45.15 ,r � � 1 / rr / ► e �L P • , , ur '••.•....•.■ J t 1 1 ./ `'O` I 44 44. 45.07 r , ",�•� ..osee c �,D 2 P CAST H2O LEACHING B SINS y_ I ,,, I G IaATTHEw s\� o 0 r 611 x4 STORAGE DEPTH �p �' w a f� �7 r r � � W , Z r �(#ATH 1 FT OF STONE BETWEEN EACH UNIT ,� V) � t ! 20 0 20 40 N 0 �Y N I w 6,'"t' 47.25 7� b ! � \ � 1 ` AND 1 FT OF STONE AT OU DE PERIME ` N, (W s �' Q 5 / I� 183 �' o 0 �' l a 11 f SEE OVIDE�LRIM�O GRADE A SHOWN FOR �' I�o R `0E 7 (HP) / _C/ 4 I J Ao 9FG ,� Q, =� , ', r►.. v I o v,l rJ W , r SCALE IN FEET rs o ! r , .MAINTENANCE ACCESS PRO DE 1 GRATE AT f- 45.13 TC I p , a w r i , a �� / /x r GRADE AS SHOWN FOR 0 FLOW : 44.63 BC I a 45.45 `3 .85 TC � \> i �g �� SCALE: 1 = 20 �►y z / / ,� I ♦ C I . x 46.35 BC 4W o ' J �r 1 � / V B .8 r , DATE: 5-31-06 r C" 20X-�.90' RD_-......_ � ----- - _ i9.-4,6----------_ ---�••�� 1 BC _ �o s��- _ _ MAP 274,r r o � ! 1 f r � ... - ,S 50'42'20" W 144.36' TD 4 S 47'08'20" W � J \ r / - ______-_-_ - -f S 49'20'10 W' _ zr dam• i 02� ---- _ 45 r - - - ° ' N0. BY DATE REMARKS o/ / ,i' ��° r ' ,' _ __ ��\ �~ l �' r' / ,�' ,�� DRAWN BY: CL DESIG BY: HE KED M E DRAWING NUMBER r r , i ( . 0: 2005 2005-103 CIVIL PLO 2005-103GD.dw `n ,' ,' / i r r ' EXISTING CONDOMINIUMS `"---- ---____ �` r / a r r -_____ ,• 2005-103 o - G