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Home My WebLink About0057 RIDGEWOOD AVENUE Lo�4 Soy le PPa.:�--4iml` s lg D He u--si v�� SSIs4 -Y\ce I I i - II Town of BarnstableBuilding a�` .n ..,...r:.+., na^,._ „*`.,„.,+�, e*w++...--,.-es.».•�^. _ wa- q ...,.. -•c^3- ,d..a;.,.».�-w, ■nxnsrwe[� PostThis`Card So That rt is Visible From,the Street:Approved.Plans Must be Retained-on�Job'and this Card Must be Kept y ; �"^ 'Posted Until Final lnspecfiorrHas'Been"Made :, g�1'1 �� i7Where a Certificate of Occupancy is Required,such Building shall Not be Occupieduntil a Final Inspection has been made i Pe�'n1�t� .<...-..aJw:...�e�:rw..:.s...eel�e�N 3n w.........r,..«. e...+��..-v-»..--. ...m ,...,.:..m x.. Ww-.- _ �,.�...-..»-w�..F.a.�-.+-«�..�....rr Permit No. B-19-2752 Applicant Name: DONALD K K TROTT Approvals Date Issued: 10/16/2019 Current Use: Structure Permit Type: Building-New Construction- 1 or 2 family Expiration Date: 04/16/2020 Foundation: Residential. Map/Lot: 328-091 Zoning District: SF Sheathing Location: 57 RIDGEWOOD AVENUE, HYANNIS Contractor Name: DONALD K K TROTT Framing: 1 Owner on Record: HOUSING ASSISTANCE CORPORATION Contractor:License: GS-075174 2 Address: 460 WEST MAIN STREET , Est. Project Cost: $453,000.00 Chimney: HYANNIS,MA 02601 Permit Fee: $2,410.30 Insulation: Description: excavation of site and paur new foundation 27 6X40 2 1/4 and m ; Fee Paid:. $2,410.30 duplex modular shell-for unitsA&B Date_ '<< 10/16/2019 Final: I �a . Project Review Req: Plumbing/Gas . Rough Plumbing: Building Official ' Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six'months after.issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shail be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspectioA for the entire duration of the Final Gas work until the completion of the same. -<? Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided o this-permit.n Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing [[[ _ Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons cting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site ' Final: < All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �(r 3 �3& y-b7a6� �Zt1E Application Number. �.� .� .. .A?.4 '�. .... y. s , D tr[Ae9 ' "t Permit Fee..... / .........0 .... Fee........................ 039. TotalFee Paid............................................................... ...... TOWN OF BAR STABLE Permit Approval by....... /�/..... ... BUILDING PERMIT /I Map. ......Parcel........O.�:..1...........:.......... APPLICATION Section 1 — Owner's Information and Project Location Project Address_57 Ridgewood Ave /0 �► Village Hyannis Owners Name Housing Assistance Corp Owners Legal Address 460 west Main St City Hyannis State ma Zip 02601 Owners Cell# 508-364-9301 E-mail Wphinny@haconea�ecod.org Section 2 —Use of Structure - Use Group R ❑ Commercial Structure over 35,000 cubic feet r ❑ Commercial Structure under 35,000 cubic feet ✓❑ Single/Two Family Dwelling r Section 3 —Type of Permit New Construction Move/Relocate ❑Accessory Structure ❑ Change of use ❑ Demo/(entire structure) H Finish Basement ❑Family/Amnesty Fire Alarm Rebuild Deck Apartment HSprinkler System ❑Addition Retaining wall ❑ Solar ❑Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description Excavation of site and pour New Foundation 27.6 X 40.21/4 and Duplex Modular shell Address assigned by engineering and 911 for this foundation 1 is 57 A and B Application Number.................................................... Section 5—Detail i yS�3 ODO.n© Cost of Proposed Construction Square Footage of Project 1109.52 Age of Structure Dig Safe Number 2019-1308436 # Of Bedrooms Existing Total#Of Bedrooms (proposed) I I O MPH Wind Zone Compliance Method ❑MA Checklist❑WFCM Checklist Design Section 6—Project Specifics ❑Wiring ❑Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression ❑Heating System ❑Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑Private Sewage Disposal 0 Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: PINA DISPOSAL I am using a crane ❑Yes ❑N6 Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No 0 Section 8—Zoning Information Zoning District SF Proposed Use R Lot Area Sq. Ft. 31,106.0 Total Frontage 189.0 Percentage of Lot Coverage 1109.52 #of Dwelling Units (on site) Setbacks Front Yard Required 20 Proposed 20 Rear Yard Required 10 Proposed 21 Side Yard , Required 10 Proposed 12.6 Has this property had relief from the Zoning Board in the past? ❑ Yes 17 No Application Number........................................... Section 9® Construction Supervisor Name Donald Keith Trott Telephone Number 508-367-2048 Address 906 West Yarmouth rd City yarmouthport State Ma Zip 02675 License Number CS-075174 License Type unrestricted Expiration Date 11/7/20 Contractors Email ktrott@haconcapecod.org Cell # 508-367-2048 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State ilding Code. I undersland the construction inspection procedures,specific inspections and. documentation required 0 th B s le.Attach a copy of your license. Signature Date 08/21/19 Section 10 —Home Improvement Contractor - C= Name Donald Keith Trott Telephone Number 508-367-2048 Address 906 West Yarmouth Rd City Yarmouthport State Ma Zip 02675 Registration Number 182134 Expiration Date 08/08/21 I understand my responsib' ' ' s under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts t B ' ' g C94y I derstan a construction inspection procedures,specific inspections and documentation require y 8 and e T f table.Attach a copy of your H.I.C... Signature Date 08/21/19 Section 11 —H e Owners License Exemption Home Owners Name: ; Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the T wn of Barnstable.. , Signature Date APPLICANT SIGNIX-t Signature - � - - Date 08/21/19 Print Name_Walter Phinney Telephone Number 508-771-5400 E-mail permit to: Ktrott@haconcapecod.org Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) i Historic District ❑ Site Plan Review(if required) ❑ ' Fire Department ❑ Conservation ❑ For commercial work,P lease take your plans directly to the fire department for approval Section 13 —Owner's Authorization Walter Phinney I9 , as ®weer of the subject property hereby , authorize ona ei rott to act on my behalf, in all mitts relative to work authorized by this building permit application for: 57 idgewood Ave Hyannis MA (Address of job) 08/21/19 5a� r .of Owner date Wal' ter Pinney Print Name . y .r7 0In Town of Barnstable Building g �� Post This Card SOT �t is Visible Fromahe Street-Approved Plans Must be Retained on Job and this Card Must be Kept,,, } v '"^S ;Posted Until Final Inspection Has Been Made A Fa raa�" }Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. �ermit Permit No. B-19-2753 Applicant Name: DONALD K K TROTT Approvals Date Issued: 10/16/2019 Current Use: Structure Permit Type: Building-New Construction-Multi-Family Expiration Date: 04/16/2020 Foundation: Residential Map/Lot: 328-091 Zoning District: SF Sheathing: Location: 57 RIDGEWOOD AVENUE,HYANNIS Contractor.Name:, DONALD K K TROTT Framing: 1 Owner on Record: HOUSING ASSISTANCE CORPORATION Contractor License: CS-075174 2 Address: 460 WEST MAIN STREET Est. Project Cost: $453,000.00 Chimney: HYANNIS, MA 02601 Permit Fee: $4,272.30 Description: excavation of site and pour new foundation 27 6 x60 4 1/2'and Insulation: Fee Paid: $4,272.30 triplex modular shell Building B-units C, D& E { + I IFinal: & Date: 10/16/2019 Project Review Req: Plumbing/Gas g Rough Plumbing: '�. Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after,issuance. All work authorized by this permit shall conform to the approved application and the°approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zornng by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. f ! - *"`' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing i ' 2.Sheathing Inspection L P '` Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Perso with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT, Final: P f.. .- �1iHE Application Number..... ..�7 S......................... * BAMSiABLE, MAS& 1V.61P`��-E Permit Fee.............. . !...Other Fee........:............... nr`�� pVV��vr � TotalFee Paid....................................I.......................... TOWN OF BARNSTABLE Permit Approval by.....14.p .........On.... lo��l� BUILDING PERMIT Map....�c�� 6J...................Parcel...... . (.............:.............. APPLICATION Section 1 — Owner's Information and Project Location Project Address 57 Ridgewood Ave 4b F Village Hyannis Owners Name Housing Assistance Corp Owners Legal Address 460 west Main St City Hyannis State ma Zip 02601 Owners Cell # 508-364-9301 Email Wphinny@haconc ecod.org Section 2 —Use of Structure Use Group R Commercial Structure over 35,000 cubic feet, Commercial Structure under 35,000 cubic feet 0 Single/Two Family Dwelling Section 3 —Type of Permit New Construction Move/Relocate ❑Accessory Structure Change of use Demo/(entire structure) Finish Basement Family/Amnesty Fire Alarm Rebuild Deck Apartment Sprinkler System Addition Retaining wall ' a Solar Renovation ❑ Pool ❑ Insulation Other Specify r Section 4 - Work Description Excavation of site and pour New Foundation 27.6 X 60.41/2 and triplex Modular shell Address assigned by engineering and 911 for this foundation 3 is 57 C and D and E i Application Number.................................................... Section 5—Detail Y 3 oq®ca � Cost of Proposed Construction Square Footage of Project 1667.04 Age of Structure Dig Safe Number 2019-1308436 # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑MA Checklist❑WFCM Checklist Design Section 6—Project Specifics ❑Wiring ( .,' ❑Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑Heating System ❑Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑Private Sewage Disposal 0 Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: PINA DISPOSAL. I am using a crane ❑Yes ❑No i Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No 0 Section 8—Zoning Information Zoning District SF Proposed Use R Lot Area Sq. Ft. 31,106.0 Total Frontage 189.0 Percentage of Lot Coverage 1667.04 #of Dwelling Units (on site) Setbacks Front Yard . Required 20 Proposed 20 Rear Yard Required 10 Proposed 21 Side Yard Required 10 Proposed 12.6 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑✓ No - I Application Number................................... Section 9- Construction Supervisor Name Donald Keith Trott Telephone Number 508-367-2048 Address 906 West Yarmouth rd City yarmouthport State Ma Zip 02675 License Number CS-075174 License Type unrestricted Expiration Date 11/7/20 Contractors Email ktrott@haconcapecod.org Cell # 508-367-2048 I understand my responsibilities under the rules and egulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts S t Build' Id the construction inspection procedures,specific inspections and documentation required y 80 an o arnstable.Attach a copy of your license. Signature Date 08/21/19 Section 10—Home Improvement Contractor Name Donald Keith Trott Telephone Number 508-367-2048 Address 906 West Yarmouth Rd City Yarmouthport State Ma Zip 02675 Registration Number 182134 Expiration Date 08/08/21 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts Sta uilding de. I er d the construction inspection procedures,specific inspections and documentation required 0 th f table.Attach a copy of your H.I.C... Signature Date 08/21/19 Section 11 —Ho a Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature ' Date APPLICANT SIGNATURE . 9i6—atur'e,, �' G� Date 08/21/19 Print Name'Walter Phinney Telephone Number 508-771-5400 E-mail permit to: Ktrott@haconcapecod.org f Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13 —Owner's Authorization I i Walter Phiney as Owner of the subject property hereby authorize Donald KeithTrott to act on my behalf, in all � dgew relative Ave ork authorized Aorized by this building permit application for: (Address of job) 08/21/19 W6ter �of Owner date a ter inney Print Name r Town of Barnstable Building Post This Card So That it is Visible Fromthe StreetAp�proved Plans Must be Retained on Job and this Card Must be Kept • 8"MMeai t a ;Posted Until Final Inspection Has'Been Made: � ;� r, Permit ' 'Where a Certificate of Occupancy is Required,such Building shall,Not be Occupied until a Final Inspection has been made Permit NO. B-19-2755 Applicant Name: DONALD K K TROTT Approvals Date Issued: 10/16/2019 Current Use: Structure Permit Type: Building New Construction-Multi-Family Expiration Date: 04/16/2020 Foundation: Residential Map/Lot: 328-091 Zoning District: SF Sheathing: Location: 57 RIDGEWOOD AVENUE, HYANNIS re= Contractor Name:. DONALD K K TROTT Framing: 1 Owner on Record: HOUSING ASSISTANCE CORPORATION f Contractor License; .CS-075174 2 Address: 460 WEST MAIN STREET Est Project Cost: $453,000.00 Chimne Y HYANNIS, MA 02601 Permit Fee: $4,272.30 a Insulation: Description: excavation of site and pour new foundation 27.6 z60 4 1/2-and Fee Paid: $4,272.30 triplex modular shell -Building C-units F, G &H� . i Final: Date ' t 10/16/2019 S 7� Project Review Req: . - �� Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after'.issuance. All work authorized by this permit shall conform to the approved application and the Tapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building`and Fire officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work m J Service: 1.Foundation or Footing 7 2.Sheathing Inspection M yr Roughs 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation - 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Perso 7on with unregistered contractors do not have access to the guaranty fund" (as set forth in MGLc.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT IKE h lot -2 Q. �Na\'e Application Number.... c>.................................. BAMSTABIY, MAS& Permit Fee.........T...........................Other Fee..................... TotalFee Paid................................................... ............ ....... TOWN OF BAR STABLE Permit Approval by........ .'.!......................On.... BUILDING PERMIT Map.......... ...............Parcel......0.7tl............................ APPLICATION Section 1 — Owner's Information and Project Location Project Address-57 Ridgewood Ave &C-4MV219iZR&E Village Hyannis Bq,I J.3 IA3,6 Owners Name Housing Assistance Corp UJfW16, 0 Owners Legal Address 460 West Main St City Hyannis State ma Zip 02601 Owners Cell 4 508-364-9301 E-mail Wphinny@haconca�ecod.org Section 2 —Use of Structure Use Group_R... F-1 Commercial Structure over 35,000 cubic feet F❑ Commercial Structure under 35,000 cubic feet Single Two Family Dwelling Section 3 —Type of Permit, New Construction ❑ Move/Relocate [:]Accessory Structure ❑ Change of use ❑ Demo/(entire structure) Finish Basement F—]Family/Amnesty Fire Alarm Rebuild Deck Apartment HSprinkler System FlAddition Retaining wail F] Solar ❑Renovation F1 Pool* F-1 Insulation Other—Specify Section 4 - Work Description Excavation of site and pour New Foundation 27.6 X 60.41/2 and Triplex Modular shell 'Address assigned by engineering and 911 for this foundation 2 is 57JV�— �,, lz i, it f Application Number.................................................... Section 5—Detail ev0 Cost of Proposed Construction ��°& ----Square Footage of Project 1667.04 Age of Structure Dig Safe Number 2019-1308436 # Of Bedrooms Existing Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑MA Checklist❑WFCM Checklist❑✓ Design _ Section 6—Project Specifics P ❑Wiring ' ❑Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑Heating System ❑Masonry Chimney ❑Add/relocate bedroom Water Supply W(] Public . ❑Private Sewage Disposal 0 Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: PINA DISPOSAL I am using a crane ❑Yes ❑No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District SF Proposed Use R Lot Area Sq. Ft. 31,106.0 Total Frontage 189.0 Percentage of Lot Coverage 1667.04 #of Dwelling Units (on site) Setbacks Front Yard Required 20 Proposed 20 Rear Yard Required 10 Proposed 21 Side Yard Required 10 Proposed 12.6 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑✓ No i Application Number........................................... Section 9 e Construction Supervisor Name Donald Keith Trott Telephone Number 508-367-2048 Address 906 West Yarmouth rd City yarmouthport State Ma Zip 02675 License Number CS-075174 License Type unrestricted Expiration Date 11/7/20 Contractors Email ktrott@haconcapecod.org Cell # 508-367-2048 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts S to Build' g Code. I understand the construction inspection procedures,specific inspections and documentation require y 9d e wn of Barnstable.Attach a copy of your license. Signature - Date 08/21/19 Section 10 —Home Improvement Contractor Name Donald Keith Trott Telephone Number 508-367-2048 Address 906 West Yarmouth Rd City Yarmouthport State Ma Zip 02675 Registration Number 182134 Expiration Date 08/08/21 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts Sjqe Building Code. I understand the construction inspection procedures,specific inspections and documentation requir 7 of Barnstable.Attach a copy of your H.I.C... Signature Date 08/21/19 Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780, CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNA I Signature Date 08/21/19 Print Name Walter Phinney Telephone Number 508-771-5400 E-mail permit to: Ktrott@haconcapecod.org f Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to thefire department,for approvaL Section 13 —Owner's Authorization I i Walter Phinney I, , as Owner of the subject property hereby authorize uonald Keithrott to act on my behalf, in all m tt Ig relative to work authorized by this building permit application for: 1 gewood Ave Hyannis MA (Address of job) 08/21/19 S��rina�ur .of Owner date Vnalter Pinney Print Name w y ya. z _ _Town of Barnstable lld?ng r�tv�rn Post^'This Card So That it is Visible From the Street ApprovedyPlans Must be Retained on;Job and this Card Mu$t�be Kept i `,,� Posted Until Final Inspection Has Been�IVlade � � � � � � ' Where a Certificate of Occupancy is Required,such Buildmgshall Not be Occupied until a Wnal Inspection has been made e1 It Permit No. B-19-2562 Applicant Name: HOUSING ASSISTANCE CORPORATION Approvals Date Issued: 08/26/2019 Current Use: Structure Permit Type: Building-Sign Expiration Date: . 02/26/2020 Foundation: Location: 57 RIDGEWOOD AVENUE, HYANNIS Map/Lot 328-091 Zoning District: SF, Sheathing: Owner on Record: HOUSING ASSISTANCE CORPORATION Contractor Nam Framing: 1 Address: 460 WEST MAIN STREET ContractorLicense 2 HYANNIS, MA 02601 ' " Est. Project Cost: $0.00 Chimney: Permit Fee: Description: 12 sq temp sign v $50.00 . j Fee Paid., $50.00 Insulation: COMING SOON FOR RENT- Lofts at 57 1 � Date: 8/26/2019 Final: t Housing Assistance Plumbing/Gas. Project Review Req: Rough Plumbing: Zoning Enforcement Officer Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte`rtissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for`which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and'Fire'Officials are provided on this permit. Minimum:of Five Call Inspections Required for All Construction Work: .r Service: 1.Foundation or Footing 2.Sheathing Inspection ' Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is iiist'alled 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members.(Frame Inspection) 6.Insulation Low Voltage Rough: 7.final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT ISSUED RECIPIENT Final: r a; Town of Barnstable Building Department Brian Florence,CBO Building Commissioner BARNSTABLE BARNS ABM M^S g 200 Main Street Hyannis,MA 02601 !.+0.T11 Mt[0.Yltt•C51 dF.t5:AYt ' i639 10 � � e�o-xma www.town.barnstaft aMNG DEPT. " Office: 508-862-4038 AUG 0 8. W9 Fax: 508-790-6230 EE • Si n Pe rniWA n �, NO Zoning District Permit # Historic District F1 Location by - �;-7 , u� � � �C3 l-l-t v w L s V � cx� Street address and village Applicant I-kos ltx-, Map & Parcel 5 �-�� ?-zoo • Telephone Number Email e-�w� e Sign #1 Sign #2 Wall 0 / wall C Freestanding Freestanding 0 9 Electrified* O: Electrified* 0 - Dimensions Sigh #2 Dimensions Sign,#1 - g Square feet Square feet 15lVRa-e_ Reface Existing Sign , :New/Replace Sign V1/idth of Building Face ft. X 10 = X .10= *Lighting Type -A'wiring,permit is requ' d°if.sign i5 elec rifle Sig ature One Aut orize gent r ailin address �— * DATE PROOF CUSTOMER INFO CONTACTINFO 7/25/2019 VERSION 1 2 3 4 ' 5 COMPANY: PHONE:CONTACT PERSON: FAX: ... NO PR I OOF STREET- 11:35:12 AM E-Mailed Called REQUIRED CITY: STATE: ZIP: EMAIL: ��, • . File Name:Housing_Assistance_Corp_LOFTS AT_57.fs Folder Name:\\Hp-backup\BACKUP\FLEXI_FILES\H\Housing Assistance Corp o I i t G - J 6® i Eight loft-style apartments- each include two floors of YEARS,J j living space, basement storage space and.parking. ��09 (6)one-bedroom and (2)two-bedroom units will be contained01 a in three buildings around a central lawn. 'i� ' a � Ho s�1n.g� k A ii ,i'' ', ''�1 0 ssistance � Rental Applications available at www.haconcapecod.org I Or visit Housing Assistance Corporation,460 West Main Street,Hyannis,MA (508)771-5400 — © 8. . •. THIS RENDERING IS INTENDED AS A SAMPLE ONLY.COLOR,TEXTURE,MEASUREMENTS,AND ACTUAL APPEARANCE MAY VARY SLIGHTLY FROM COMPLETED WORK AND IS CONSI ED NORMAL&USUAL. Please check layout far tvuork,spatting,dimensions)and feX bad with signature.Production I E HAVE REVIEWED THE ABOVE SPECIFICATIONS&H EB UL Y S D T carmgt begin until written approval is received.Addidonel charges willi be applied for ally changes. CONTENT OF WORK TO BE PERFORMED are needed after approval is received.'SIGN'A•RAMA is not responm1ft for say errors in o grow your business. AND APPROVE THIS PROJECT TO BEGIN speq'mg,layout,or drrnensimra that have tteemepp mue bythe customer.Triia proof is ror listed CUSTOMER APPROVAL SIGNED BY: f items only.Arry changes or deletions by the CUSMmer not shown or charged herein Wag be billed 12 Whites Path-Suite 6,South Yarmouth,MA 02664 — orate 50%DEPOSIT DUE AT TIME OF ORDER fug amount if under$111110L balance due Phone:508-398-9100 Fax:508-398-1760 �. upon time of installation.1 HAVE READ AND AGREE TO ALL TERMS. INITIAL Email:ccsar@verizon.net PRIIV I f/�A 7/�K-K/ L/ /I (/] �� DAB www.signarama-syarmouth.com - THIS ORIGINAL DESIGN AND ALL INFORMATION CONTAINED THEREIN IS THE PROPERTY OF SIGN'A'RAMA AND ITS USE IN ANY WAY OTHER THAN AS AUTHORIZED IS EXPRESSLY FORBIDDEN.THIS PROPERTY MAY NOT BE REPRODUCED OR DUPLICATED WITHOUT WRITTEN PER OF SIGWA'RAMA OR THROUGH PURCHASE. F l� • �7 ��i cQ oacQ PrU� • ', . AA ``Feud-�d�(r� S�a�„ � ., n • . , 7-0 F n iuJ•eA� 14, ��.e�,�-� �;^•e. IVY/`/// � � , a ��' / , 0, ` JJ l Town,of Barnstable. ' Regulatory Services i ua r; , ; Richard ScaliDirector MAM Buldi©g Dtison Paut'ROma,BuitdingComn issioner 200:Msih Street, Hyannis,NIA 0260.1 Office 508=862-4038 Fax 508,7;.90-6230 January;8 2018 Gail Hanley,Clek" Cape;Cod°Commission P.0 Box 226 Barnstable,, l -<02630 RE. Jun sdictional Determination for Lofts.at 57-57 Ridgewood Ave.,Hyannis Dear 1VIs:Hanley: I am writing pursuant to Cape Cod Commission Regulations,Chapter D,Development Agreement Regulations Goveming the provisions for Development Agreements, Barnstable County Ordinance 92:-j'as amended through July 19,2005,Section 6(b),and Chapter 168 of the Barnstable Code. This letter�s to=inform ou that y the Town has'received a request for a regulatory agreement for the. property Iocated at located at 57 Ridgewood Ave,Hyannis(the "Premises") Housing Assistance Corp {or a singie,purpose lumted lability company controlled by Housing:Assistance Corp)seeks to enter into a Regulatory;Agreement with the Town.,of I3arnstabl'e to redevelop,the Premmises with three'{3):riew niultt family residential structures>,containtng eight(8)total units with`a totat-floor area of 6,654 square feet(plus basement area of4,240square-feet) The Apphcarit proposes to construct°two(2)two story multi-family housing buildin' "boih with three(3)units,.and one two-story duplex housing building with two(2)units. The existing dilapidated foundation will be demolished. Paved parking areas with new storinwater management systems, lighting and landscaping will be installed.There will be six (6)one-bedroom-units.of which two. (2)will be affordable units for households with income at or below 80%of ANll,and two (2):two-bedroom units.Therefore,two(2),of the units-will be affordable units,and six(6) : will be market.units: A'copy of the Regulatory Agreement Application is:enclosed for,your files:. I have . determined that the proposed development,is not a Development of Regional Impact at this time for the following reasons:: The proposed development.is located in the Hyannis Growth Incentive Zone(G1Z)as approved by the Cape Cod Commission by decision dated April 6,2006,as extended by an:Agreement to Extend Town of Bamstable Downtown Hyannis Growth Incentive Zone to October 6,2017 between the Cape Cod Commission and the Town of Barnstable executed on December 14,2015;and the proposed development,is included within the area authorized by Barnstable County Ordinance 2006-06 establishing a cumulative development threshold within the GIZ;,.under which this development may proceed:, In.addition;the projest'does not;meet.or exceed the DRI Threshold"s estab shed;under Condstton#G9:o£the Cape Cod;Comrryssion`Decision authonzingthe Downtown Hyannis Growth Incentive Zone,dated Apnl'?2006 as follows 1, The project is not an addrtion or exp4hMokassociated with the Cape co, ' Hospital Z. The protect is not a proposed demolition or,substanfal.alterat�on of an fii toric structure or destruction or.substantial alteration to an historic or archaeological site listed with the National Register of Historic Places or Massachusetts Register of Historic Places,outside a manicipat historic district or outside the.Old'King'.s Highway Regional Historic District; 3. The project does not provide facilities:-for transportation to or.from Barnstable: County,including but not limited to ferry,bus,rail,trucking..terminals,transfer stations,:air transportation and/or accessory uses,parking or,storage facilities,and any auxiliary or accessory uses are not greater than,10,000 sq.ft. of Gross Floor Area or 40,000 sq. ft.of outdoor area;:and 4. As represented by the applicant;the project does not require an Environmental Impact Report under MEPA: Please`contactme if you have any questions regarding this matter Sinc Brian Florence Building Commissioner cc: Peter L.Freeman,Esq. Barrows, Debi From: Herrand, Karen Sent: Monday,January 22, 2018 9:51 AM To: Barrows, Debi Cc: Florence, Brian;Wackrow, Paul Subject: Jurisdictional Determination Lt - 57 Ridgewood Ave., Hyannis - Proposed Reg.Agrmnt No. 2018-01 Morning, I am looking for a copy of the signed JD Letter re the above-identified property/matter. I believe Attorney Peter Freeman submitted this to the Bldg. Commissioner when they were at the site plan meeting/level. Thank you! Regards, Ka revs Karen Herrand Principal Assistant PLANNING BOARD Hyannis Main Street Waterfront Historic District Commission c Rw1� Planning & Development lbHm of Barnstable 1200 Main Street Illyannis,Ma 02601 p 508 862 4064 1 e-mail karen.herrand�a_Io\"I.bamstable.Ina.us 1 Shea, Sally Triplex 1- shell $9.10 /$1,000 (total project cost) plus app fee $150 plus Commercial Residential tenant fit out app fee $100 plus c.o. fee $75 Commercial Residential tenant fit out app fee $100 plus c.o. fee $75 Commercial Residential tenant fit out app fee $100 plus c.o. fee $75 Triplex 2 - shell 9.10 / 1,000 (total project cost) plus app fee of$150 - Commercial Residential tenant fit out app fee $100 plus c.o. fee $75 Commercial Residential tenant fit out app fee $100 plus c.o. fee $75 Commercial Residential tenant fit out app fee $100 plus c.o. fee $75 Duplex - Residential Shell app fee $100 plus $5.10 per 1,000/project value (total project cost) Residential tenant fit out app $ 50.00 plus $25 for C.O. Residential tenant fit out app $ 50.00 plus $25 for C.O. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. . 508-862-4031 , Town of Barnstable �1 1HE Building Department Services op 1�,- Brian Florence,CBO BARNSTABLE, t Building Commissioner BARNSTABLE v� i6sS. � 200 Main Street, Hyannis,MA 02601 Mg-M4 ArEa rna�" www.town.barnstable.ma.us Office: 508-862-4038 f` Fax: 508-790-6230 December 27, 2017 Housing Assistance Corp. c/o Mr. David Quinn Assistant Director of Housing Development Housing Assistance Corp. 460 West Main Street Hyannis,MA 02601 RE: Site-Plan-Review#076-17 —Housing Assistance Corp.—Multifamily Residences 7 Ridgewood Avenue,_Hyannis' Map 328,Parcels 091 Proposal: Remove existing deteriorated foundation and construct three structures of multifamily residential units with related site improvements,including a shared parking lot with 13 spaces. Residential buildings will be composed of(1)two- family dwelling and(2)three-unit townhouses with 8 total units with a total floor area of 6,564 s.f. (excluding basement space). The development will contain two affordable units for residents with income under 80%AMI, and six market rate housing units. Dear Mr. Quinn; Please be advised that at the formal site plan review meeting held December 21,2017,the above proposal was found to be approvable by the Site Plan Review Committee subject to the following: r • Approval is based upon, and must be substantially constructed in accordance with plans - - - entitled"57 Ridgewood Avenue Housing Development,Hyannis,MA"consisting of 13 - - - - sheets; and,"Stormwater Analysis and Drainage Report—57 Ridgewood Avenue Housing Development,Hyannis,MA"both dated December 12,2017 and prepared by Horsley Witten Group, Sandwich,MA for Housing Assistance of Cape Cod. Also,elevation and floor plans entitled"57 Ridgewood Avenue"5 sheets, dated December 12, 2017,prepared by Union Studio,Providence,RI. • Regulatory Agreement waivers will need to be granted to authorize the multifamily structures/use in the SF District,.as well as for proposed smaller dimensions of parking spaces than required per ordinance. Contact: Elizabeth Jenkins,Director-Planning& Development 508-862-4735. f `7 1 d • Prior to the application for a building permit, proper addressing will need to be coordinated I through Hyannis Fire Department and DPW. Contact: Deputy Chief Dean Melanson 508- 775-1300 and Amanda Ruggiero,Assistant Town Engineer DPW 508-790-6400. _�A lighting plan must be submitted for approval prior to the building permit stage,with a review and approval by Planning and Development for aesthetics. • A road opening permit will be required and granite curbing installed. • Pedestrian crossing must be striped with 2 foot wide piano stripes with grey detector pads. • Paving is required to be 1 1/2"topcoat and 2 '/z"binder. • Consultation with DPW regarding connecting to existing 2005 lateral connection to sewer is recommended. • RentaI units will require registration with the Health Department and annual inspection, Contact: Kathryn Soto, Health Department 508-862-4072. • The three family units are required to be fire safety sprinkler and alarm protected. It is strongly recommended that the two-unit building also be sprinklered and alarmed. • Co2 detectors will be reviewed and inspected at the building permit stage, • A plan as to how water service accesses the site,and location of shut offs is required to be provided at the building permit stage. • Consultation with Hyannis FD is required regarding locations of FDCs. Contact: Deputy Chief Dean Melanson,Hyannis FD, 508-775-1300. A fire access plan will need to be provided and receive approval by Hyannis FD prior to the building permit stage. Both FAA and Mass DOT Aeronautical Studies and Letters of Determinations of No -" Hazard using the highest point of the proposed structures are required prior to the building - permit stage, • If the use of cranes is during construction, the same Aeronautical studies and proposed determinations as outlined above will be required for the temporary crane. • Notation was made that a noise contour plan is available for review due to close proximity to the Barnstable Municipal Airport, n a Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built''site plan and 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 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence,Building Commissioner,SPR Chairman Elizabeth Jenkins—Director,Planning&Development Amanda Ruggiero,Assistant Town Engineer-DPW Deputy Chief Dean Melanson—Hyannis FD Health Department Bud Breault—Barnstable Municipal Airport Manager Katie Servis—Barnstable Municipal Airport Assistant Manager 0 g u i t Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2019-ANE-5034-OE Southwest Regional Office Prior Study No. Obstruction Evaluation Group T4Wi OF BARN {, 10101 Hillwood Parkway " Fort Worth, TX 76177 N: 27 Issued Date: 10/11/2019 Donald Keith Trott 7 l: lr Housing Assistance Corp 460 West Main St Hyannis, MA 02601 **DETERMINATION OF NO HAZARD TO AIR NAVIGATION FOR TEMPORARY STRUCTURE** .The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Crane 2 Modular Triplex buildings Location: Hyannis,MA Latitude: 41-39-27.83N NAD 83 Longitude: 70-16-55.77 W Heights: 33 feet site elevation(SE) ' 100 feet above ground level (AGL) 133 feet above mean sea level (AMSL) This aeronautical study revealed that the temporary structure does not exceed obstruction standards.and would not be a hazard to air navigation provided the condition(s), if any, in this letter is (are)met: **SEE ATTACHMENT FOR ADDITIONAL CONDITION(S) OR INFORMATION** This determination is based,,in part, on the foregoing description which includes specific coordinates,heights, frequency(ies) and power. Any changes in coordinates, heights and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices,effective 21 Nov.2007,will void this determination. Any future construction or alteration, including increase to heights,power or the addition of other transmitters, requires separate notice to the FAA. This determination includes all previously filed frequencies and power for this structure. This determination does include temporary construction equipment such as cranes, derricks, etc.,which may be used during actual construction of a structure. However,this equipment shall not exceed the overall heights as indicatedabove. Equipment which has a height greater than the studied structure requires separate notice to the FAA. ea This determination concerns.the effect of this temporary structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance,or regulation of any Federal, State, or local government body. A copy of this determination will be forwarded to the Federal Aviation Administration Flight Procedures Office if the structure is subject to the issuance of a Notice To Airman(NOTAM). Page 1 of 5 r If you have any questions,please contact our office at(202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2019-ANE-5034-OE Signature Control No: 416325318-419569049 (TMP) David Maddox Specialist I ' I Page 2 of 5 Additional Condition(s) or Information for ASN 2019-ANE-5034-OE Proposal: To construct and/or operate a(n) Crane to a height of 100 feet above ground level, 133 feet above mean sea level. Location: The structure will be located 03 nautical miles south of HYA Airport reference point. F Case Description for ASN 2019-ANE-5034-OE the use of a crane with a boom range of 122 feet to set a modular home Part 77 Obstruction Standard(s)Exceeded and Aeronautical Impacts,if any: Preliminary FAA study indicates that the above mentioned structure would: have no effect on any existing or proposed arrival, departure, or en route instrument flight rules (IFR) operations or procedures. have no effect on any existing or proposed arrival, departure, or en route.visual flight rules (VFR)operations. have no effect on any existing or proposed arrival, departure, or en route instrument/visual flight rules (IFR/ VFR)minimum flight altitudes. not exceed traffic pattern airspace ` have no physical or electromagnetic effect on the operation of air navigation and communications facilities. have no effect on any airspace and routes used by the military. Based on this aeronautical study, the structure would not constitute a substantial adverse effect on aeronautical operations or procedures because it will be temporary. The temporary structure would not be considered a hazard to air navigation provided all of the conditions specified in this determination are strictly met. As a condition to this Determination, the structure is.to be marked/lighted in accordance with FAA Advisory circular 70/7460-1,L Change 2, Obstruction Marking and Lighting, flags/red lights -Chapters 3(Marked),4,5(Red),&12. Any failure or malfunction that lasts more than thirty(30)minutes and affects a top light or flashing obstruction light,regardless of its position, should be reported immediately to (877) 487-6867 so a Notice to Airmen r (NOTAM) can be issued. As soon as the normal operation is restored,notify the same number. It is required that the manager of BARNSTABLE MUNI-BOARDMAN/POLANDO FIELD, (508) 775-2020 be notified at least 3 business days prior to the temporary structure being erected and again when the.structure is removed from the site. _ It is required that the manager of HYA Air Traffic Control Tower(ATCT) at(508) 771-0286 be notified at least 3 business:days prior to the temporary structure being erected and again when the structure is removed from the site. Additionally,please provide contact information for the onsite operator in the event that Air Traffic Control requires the temporary structure to be lowered immediately. Any height exceeding 100 feet above ground level (i33 feet above mean sea level),will result in a substantial adverse effect and would warrant a Determination of Hazard to Air Navigation. This determination expires on 04/11/2021 unless extended,revised, or terminated by the issuing office. ,.Page 3 of 5 NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. 04. Page 4 of 5 Sectional Map for ASN 2019-ANE-5034-OE CAUTION:J� P WE PAWS Radar Hazardous to Arrcraft, 1 NM radius 41t 51 'N170�32.,3W SF�Crto 4500 Brewster Fm =ter � `'- •j" _ GAPE 00-b (2 `1) �'.De s Q 423� o d 363 .411 661, toed I r'5,4 � . .�I •-- 5e Nt1Ai�/tsl EIS PgC013 3 rfor Ctass U CGAS,(Fi(A1 # Of nnis 20 4:7S 2 f.8 5� ,� ` [�erwhis art 3O►rL. 9 rvi BARN BLE' ' ♦B0ARtl MAN/P . L.;,,AN DO (HYAj 2�73 '`* CT -- ,... * ' TIS 1=8 54 ..rti 5 Bs) R CO FI .� a e Page 5 0f 5 ^ 5 Ics Charles D.Baker,Governor AM AM Karyn E. Polito,Lieutenant Governor Stephanie Pollack,Secretary&CEO 34,00T Ma tsachusattsa7eparpnent of Trarcsportauon Jeffrey DeCarlo,administrator Aeronautics Division - September 23 '2019 Mr, Keith Trott Housing Assistance Corporation 460 West Main Street Hyannis, MA 02601 RE: MassDOT File No.2019-HYA:21 installation of Modular Housing Units Hyannis, MA Dear Mr.Trott: Enclosed is a.copy of the final determinations by the Massachusetts Department of Transportation(MassDOT(Aeronautics Division on your RequestforAirspace ReLiewof the above referenced proposals. The Aeronautics Division's assistance is offered' pursuant to the aviation law requirements of the.Commonwealth: If using a crane to place any of elements of the project,an.airspace review request wil! need to be filed with MaZDOT Aeronautics Division and with the:':FAA:.on their Obstruction Analysis website for the crane. Please note that although the proposal is not subject to further action required:by the Aeronautics Division's laws or regulations, this office may offer additional comments after_ considering FAA's determination of its impact to a public use airport or 1VAVAID facility through the aeronautical study process. - if you have any questions, please feel free to contact eithecOwen Silbaugh or myself. Sincerely, Thomas F. Mahone , Ej, Director of Airport Engineering cc: Airport Manager (via email) , . -W- W lug file Logan Office Center,One Harborside Drive,Suite 205N East Boston,MA 02128 Tel:617-4i2-368Q TTY:857-368-0655 www.mass.gov/massdot For. Office Use only Massachusetts Department�Of Y m, Transportation E ,"Airspace A v . . . AERONAUTICS DIVISION Comments. t�t� Airspace.Review Received MassDOT File No: 2019-HYA-R0028-21 FAA File NO: (For reference on Notice is r quircdby 780 CM (Code of Massachusetts regulations)113.Hazards io Air Navigation.Pursuant to Massachusetts General Law(MGL) Chapter90,Section 358,the MassDOT Aeronautics Division agrees to.perf'orm as AIRSPACE ANALYSIS and render aActermination for the project listed below, Sponsodinclude name adSiress telmhonc numb r} SiMnsor R rrscnlatid include named 1 ne nu Last Name Suffix - First Name Last Naiiie Suffix Fiist Name. Trott Donald Trott. Keith Company Telephone Company Telephone 508-367-2648 5013 367-2048 Address City State Zip Code Address Cny Stine Zip Code . 460 West Main St Hyannis MA 02601 460 West Main St Hyannis: MA 02601 Email Email ktrott@haconcapecod.org Mrott@tjaconcapecod.otg Project Descrintion(nleasctyne or print clearly) Lootion:Height,elevation Data: to install 3 modular units 1 duplex and 2 triplex Ni erect city,5tatc Hyannis MA .two story units on one property Degrw Minutes Srxonds Latitude 41 38 27.0 Longitude ....... i.. I„.„ „.„ 70 t 16 J 55:77 t Datum. xQ NAD 83 or. NAD 27 . Site:elevation'above MSL(ft); 33 . MSL . ...... » . ; Maximum licight above ground(ft); 78 AGL ........„.. Maximum elevation above MS14 n)` 61 MSL O Requiriati-Attach 81/2`1 t inch.map(cg.USGS Quad Sfice0showing location ofproject Nearest Public-Use Aviation Facility: Barnstable Municipal Airport ******************DO NOT WRITE BELOW THE FORM""""""""", AIRSPACE ANALYSIS Concludes the following- Closest,Runway: 15133. Distance from RW cndl 1258;feet Offset:from.RW:CL 2205 Y Project violates.MGL ch.40,358 by (:Runway H.orizontal;plane 3,W0'X2 Statute Milcs;l'50'abovc.RWJ d.Project violates MGL ch.90,35B b y {Runway Approach Planc•3,0000,000':�-,20:1 slope) 0 Project does not violate Aeronautics Division Airspace Laws or Regs, DETERMINATION: VL- Permit'is r quircd"pursuant to MGLCh.90,358,for Q Runway Horizontal Plane Q Runway Approach Plane Perot is not required pursuant to MGL Ch.90,3513 0.No violations of 1::aws ar Regs. _J]Ch.0'.violatinnw30'agl . ' Additional concerns! a-FAA Standards (] VFR Route Wildlife Traffic Patterns- [] Noise [ Other This determination is based on the foreign description of the proposed project including the location,height and elevation data provided'by,the Sponsor.Any.. ... 1q-W_ changes in the data provided to the Aeronautics Division from that which is shown herein render will render this determination null and void and will necessitate a new request "r review, MassDOT Aero: Title. Director of Aigwrl Eneincerine Dale: Septembw23.2019 Mail Processing Center Aeronautical Study No. . • Federal Aviation Administration r 2019.-ANE-5063-OE Southwest Regional Office Obstruction Evaluation Group TOIR 4 OF RARNSTAILE 1.0101 Hillwood Parkway ' Fort Worth, TX 76177 7rI , .r77 Issued Date: 10/11/2019 Donald Keith Trott Housing Assistance Corp l w 460 West Main St Hyannis,MA 02601 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: - Structure: Building 2 Modular.Triplex buildings Location: Hyannis,MA - Latitude: 41=39-27.83N NAD 83 Longitude: 70-16-55.77W Heights: 33 feet site elevation(SE) 28.feet above ground level(AGL) 6.1 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be,a hazard to,air navigation provided the following condition(s), if any,is(are)met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any the project is,abandoned or: At least 10 days prior to start of construction(7460-2, Part 1) X Within 5 days after the construction reaches its greatest height(7460-2, Part 2) Based on this evaluation;marking and,lighting are not necessary for aviation safety. However, if marking/- lighting are accomplished on a voluntary basis,.we recommend it be installed in accordance with FAA Advisory circular 70/7460-1'L Change 2. f� t This determination expires on 04/1.1/2021 unless: (a) the construction is started(not necessarily completed) and FAA Form 7460-2,Notice of Actual ' Construction or Alteration, is received by this office. . {(b). extended,revised, or terminated by the.issuing office. ,. (c) the construction is subject to the licensing authority of the Federal Communications Commission. ` (FCC) and an application_for a construction permit has been filed, as required by the FCC,within 1'6 months,of the"date of this determination. In such case, the determination expires on the date prescribed by.the FCC for completion of construction, or the date the FCC denies the application. f Page 1 of 4 NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part, on the foregoing description which includes specific coordinates,heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location;Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights,power, or the addition of other transmitters,requires separate notice to the FAA.This determination.includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed,you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc.,which may be used during actual construction of the structure. However,this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance,please contact our office at(202) 267-4525, or david.maddox@faa.gov. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2019-ANE-5063' OE. Signature Control No: 416674049-419568884 (,DNE) David Maddox Specialist Attachments) Case Description h Map(s) �. Page 2 of 4 - - Case Description for ASN 2019-ANE-5063-OE the construction of 8 Modular aparttments Page 3 of 4 Iz Sectional Map for ASN 2019-ANE-5063-OE CAUTION: 1.�A►S � PAVE PAWS Radar hazardous to Aircraft• 1 NM radius 415,� 'NI70Q32.3'V1/ SFlowGto 4500 MSL �' Y•Yn��/irf • •," ' Brewster Eck _ CAPE CO .De - • .z w .. .. Q kJOLS �3.03 40 qP n -See N ;. for Classi y 5e4?5; _ A. nnis 2MA7. 2 6. tie is art i�5 .ri1195 ervi BARNS ABLE'' ATS 12k.$ -. 54 *L 54 1�2.2�95 (5B6) CRACO Vm NA N7r UC L Page 4 of 4 n tl p n p - AVG. tl , ° Effective Date: Auqust 2- 0� 9 u p ° 4 � p'd - -Western Suret Com an ° y p y tl � p ° LICENSE AND PERMIT BOND ° tl n u . n p KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 64768684: o A That we, Housing Assistance Corporation tl U of Hyannis State of Massachusetts ;as Principal; n ° and WESTERN SURETY COMPANY,a corporation duly licensed to do surety business in the State of ° Massachusetts ., as Surety, are held and:firmly bound unto.the Town of Barristable , State:of Massachusetts ,.as Obligee, in the penal sum of Seven Hundred Fifty Six and 00/100 DOLLARS($756.00 ) lawful money of the:United States, to be.paid to the Obligee,for which payment.well and truly to be made,, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF.THE ABOVE :OBLIGATION IS SUCH, That whereas; the Principal has:been licensed Street Opening, by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all, amendments thereto, pertaining,to the license 'or permit . applied for, then this'.'obligation to be void, otherwise to remain in full force and effect until August 21st 2020 . unless'renewed'by Continuation Certificate. This bond.may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S:Mail, to the Obligee and to the Principal at the address last known to the Surety,and at the expiration of this from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh ` l� e�z5P4ays °' lieved from any liability for any acts or omissions of the Principal subsequent to said d a Ed le �ls:. ' he number of years this bond shall continue in force, the number of claims made axe is bo the number of premiums which shall be payable or paid, the Surety's total limit of l h 't y shall not ' _iulative from year to year or period to period, and in no event shall the Surety's total li tty aii ,exceed the amount set,forth above. .Any revision of the bond amount shall not be. o .. p p c'u i:ye. p fd$atgBOa�4Eee- r ° Dated this 21st day of August 2019 n n ° n Housing Assistance Corporation n .Principal. u p U U Principal u WESTE SURET COMPANY . p y ° p Paul T.Br at,Vice President tl n Form 532-12-2015 ° p U tl n n ° ° l ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA 1 Ss (Corporate Officer) COUNTY OF MINNEHAHA On this 21st day of August 2019 before me,the undersigned officer,: personally appeared Paul T. Bruflat g who acknowledged himself to be the aforesaid , officer of-WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such. officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. -}bbbb°o�bbb4asbbbbbbb�bbbbb+ -a M. BENT 8 A� NOTARY PUBLIC s SE s f^SOUTH DAK01 Notary Public—South Dakota �'aegb6eb4bb4bbbbbbbaebbbbbb+ . - � ' My:Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF . On this . day of before me personally appeared known to me to,bethe individual._ described in and who executed the foregoing instrument and acknowledged.to me that—he executed the same. My commission expires` Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss . . On this day of before me personally appeared who acknowledged himself/herself to be the. of_ a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such-officer. My commission expires .. . . Notary Public UCd c W � Z �7 Q w0 "mod o Z. i W Z . N v a. O > w a ° o o w Western urety mpan y :POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota,and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana,Nebraska, Nevada, New Hampshire, New Jersey,. New Mexico, New York, North Carolina, North Dakota,:Ohio, Oklahoma, Oregon, Pennsylvania, Rhode island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington; West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul: T. Bruflat of Sioux Falls State of south Dakota its regularly elected Vice -President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,.the following bond: One Street Openinq :Town of Barnstable. bond with bond number 647.68684 for Housing Assistance Corporation as Principal in the penalty amount not to exceed: $ 756:00 Western Surety Company.further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7.. All.bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer,or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the -Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the.corporate seal may be.printed by facsimile: In Witness Whereof, the said.WESTERN SURETY COMPANY has caused these presents to be executed by .its Vice President with the corporate seal affixed.this 21st day of August 2019 ATTEST. . : WEST N U R E T COMPANY'' 17 By G✓� L.Nelson,Assistant Secretary Paul T ruflat,Vice President 4" STATE OF SOUTH DAKOTA ?' ss COUNTY OF MINNEHAHA ®'' ;..... .. � On.this 2,1st day of August 2019 before me,a Notary Public,personally appeared Paul T.' Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant,Secretary., respectively, of:the said WESTERN. SURETY COMPANY, and acknowledged said instrument to be the. Voluntary act and deed of said Corporation. }bbb�bbkbbbbbbbebbbbbbbbb'} - - 8 J. MOHR 8 p NOTARY PUBLIC i ` Y�„1l�J� f�SOUTH DAKOTA�c p }bgbbbaagbao4bbbb�e4babbbbeat My Commission Expires June 23, 2021 NotaryPublic To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 V®AC C H U B S WORKERS COMPENSATION ' .AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATIOWPAGE WC 00 00 01 ( A) POLICY NUMBER: (6S62U6-1 K62308-1 -18) REWRITE OF (6S62U6-2E47732-2-18) INSURER: ACE AMERICAN INSURANCE COMPANY 1. . NCCI CO CODE: 12165 INSURED: .PRODUCER: HOUSING ASSISTANCE CORD ROGERS & GRAY INS 460 WEST MAIN ST 434 ROUTE 134 HYANNIS MA 02601. SOUTH DENNIS MA 02660 Insured is A CORPORATION Other work places.and identification numbers are shown in the schedule(s) attached. 2. The policy.period Is from 10-18-18 to 1:0-18-19 12 01 A.M. at the insured's mailing address. 3. . A. WORKERS COMPENSATION INSURANCE: Part One of,the policy applies to the Workers Compensation Law of the state(s) listed here: MA. B. EMPLOYERS LIABILITY INSURANCE: Part Two of.the policy applies to work In each state listed in Rem 3.A. The limits of our liability under,Part Two are: o— Bodily.Injury by Accident: $ 1000000 Each Accident Bodily Injury by Disease: . $ t 000v00 'Pollcy Limit. o Bodily Injury by Disease: $ 1000000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06B v� D. This policy Includes these endorsements and schedules: o SEE. LISTING .OF ENDORSEMENTS - EXTENSION OF INFO PAGE, o 4. The premium for 1his policy will be determined by our Manuals of Rules, Classifications, Rates and Rating �-- Plans. All required Information is subject to verification and change.by audit to be made ANNUALLY: : DATE OF ISSUE: 09-28-18 AN S.T ASSIGN: MA OFFICE: RMD CHUBB 24M.. PRODUCER: ROGERS_,& GRAY.INS 23TSE 008753 1 DAC C H U B a" WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR •INFORMATION PAGE.WC 00 00 01 ( A) POLICY NUMBER: (6S62UB-1 K62308-1-18) CLASSIFICATION SCHEDULE: PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER$100 OF ANNUAL CLASSIFICATIONS CODE NO REMUNERATION REMUNERATION PREMIUM .. 'SEE EXTENSION OF INFORMATION 'PAGE SCHEDULE(S) SIC-CODE: 9531 NAICS: 925110 ------------------------------------------------------------------------------------- STANDARD TOTAL ESTIMATED ANNUAL STANDARD PREMIUM $ 32396 PREMIUM DISCOUNT . NONE 0900-20 EXPENSE CONSTANT 338 TERRORISM 1270 . TOTAL ESTIMATED PREMIUM 39187 ' TAXES AND SURCHARGES 1213 DEPOSIT. AMOUNT DUE 40400 A/R (WCIP) # Minimum Premium: $600 EMPLOYERS LIABILITY MINIMUM: $ 75 ST ASSIGN: MA DATE OF ISSUE: 09-28-18 AN OFFICE: RMD CHUBS 24M PRODUCER: ROGERS & GRAY INS 23TSF t C H U B B° WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE. WC 00' 00 01 ( A) POLICY NUMBER: (6S62UB-1 K62308-1-18) INSURER: ACE AMERICAN INSURANCE COMPANY 12165-MA INSURED'S NAME : HOUSING ASSISTANCE CORP RATE BUREAU ID: 000007674 EXP. MOD. EFFECTIVE DATE 10-.18-18 PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL: PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM, LOCATION 001 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP 460. WEST MAIN ST. . . HYANNIS, MA 02601 SIC CODE : 9531 NAICS 925110 1167 .PHINNEY'S :LANE: CENTERVILLE, MA 02632 a� SIC CODE : 9531 NAICS: 925110 -_ CONTRACTOR EXECUTIVE SUPERVISOR OR CONSTRUCTION .� SUPERINTENDENT 5606 63977: 1 .47 940 o� = CARPENTRY - CONSTRUCTION OF + > . '= RESIDENTIAL DWELLINGS NOT EXCEEDING THREE STORIES IN o= HEIGHT 5645 IF 'ANY 7.10 INSPECTION OF. RISKS FOR INSURANCE OR VALUATION PURPOSES .NOC ,: 8720`• 246711 .84 : . 2064. . . SALESPERSONS, COLLECTORS OR '�—• MESSENGERS OUTSIDE 8742 396776 A 2 476 o CLE.RICAL: OFFICE .EMPLOYEES. o� NOC 8810 1952943:.. 07 1367 oo= DATE OF ISSUE: 09-28-18 AN ST ASSIGN: MA SCHEDULE NO: 1 OF MORE 009714 WORKERS COMPENSATION C H U B B� AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 ( A) POLICY NUMBER: (6S62US-1 K62308-1-18) PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 001 01 (CONT'D) HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 1573259 1 .49 23442 HOTEL: RESTAURANT- EMPLOYEES 9058 IF ANY 1 .38 SEWER CLEANING & DRIVERS 9402 IF ANY 3.92 WAIVER OF SUBROGATION-VILLAGE GREEN II LLC 0930 3487 .02 70 LOCATION 002 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP 940 WEST MAIN ST. HYANNIS, MA 02601 SIC CODE : 9531 NAICS: 925110 HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 003 .01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP SUMMERSIDE LANE . HYANNIS, MA 02601 SIC CODE : 9531 NAICS: 925110 DATE OF ISSUE: 09-28-18 AN ST ASSIGN: MA SCHEDULE NO: 2 OF MORE C H U B Bo. WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 Oi ( A) POLICY NUMBER: (GS62UB-i K62308-1 -18) PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE -REMUNERATION REMUNERATION PREMIUM LOCATION 003 01 (CONT'D) HOTEL : ALL OTHER EMPLOYEES & SALESPERSONS,' DRIVERS : 9052 IF ANY. 1 .49 " LOCATION 004 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP 87 WINTER ST HYANNIS, :MA 02601 . SIC CODE : 9531 NAICS: 925110 HOTEL::. ALL OTHER EMPLOYEES SALESPERSONS,- DRIVERS 9052. ' IF. ANY 1..49 LOCATION 005 01. ^s FEIN 237431.255 :ENTITY:CD. 00i o+ HOUSING ASSISTANCE -CORP °— 92 ROSARY LANE HYANNIS, MA 02601 o� SIC CODE : 9531- NAICS: 925i10 HOTEL: ALL OTHER EMPLOYEES.& SALESPERSONS.._:DRIVERS 9052 IF ANY 1 ,49 LOCATION- 006 01_ . FEIN 237431255 ENTITY CD 001 o�. o� HOUSING ASSISTANCE CORP 294 OLD MAIN .STREET NORTH FALMOUTH, MA-02540 SIC CODE : .9581 :NAICS: :925110 DATE OF.ISSUE: 09-28-18 AN : ST ASSIGN: MA SCHEDULE NO: 3 OF MORE o09716 WORKERS COMPENSATION C H U B .Bm AND EMPLOYERS LIABILITY POLICY - EXTENSION OF. INFO PAGE-SCHEDULE WC 00 00. 01 ( A) POLICY NUMBER: (6S62UB-1 K62308-1-18) PREMIUM BASIS - ESTIMATED RATES ESTIMATED• TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE. REMUNERATION REMUNERATION PREMIUM LOCATION 006 01 (CONT'0) HOTEL: ALL OTHER EMPLOYEES & . SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 007 01 FEIN 237431255 ENTITY.CD 001 HOUSING ASSISTANCE CORP 30 MAIN STREET, UNIT .A,B,G HYANNIS, MA 02601 SIC CODE : 9531 NAICS: 925110 ' HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 008 01 FEIN 237431255 ENTITY .CD 001 HOUSING ASSISTANCE CORP 428 MAIN ST, UNIT 1-07, 2-08 WEST DENNIS, MA 02670 SIC CODE.: 9531 NAICS: 925110 HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 009 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE .CORP 420 WEST MAIN STREET HYANNIS, MA 02601 SIC CODE : 9531 NAICS: 925110 DATE OF ISSUE: 09-28-18 AN ST ASSIGN: MA SCHEDULE NO: 4 OF MORE s C H U B a" WORKERS COMPENSATION. AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 '( A) POLICY NUMBER: (6S62UB=1 K62308-1-18) PREMIUM BASIS ESTIMATED RATES ESTIMATED. TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 009 01 (CONT'D) HOTEL: ALL .OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 010 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP , 9 VICTORY DRIVE . SANDWICH,: MA 02563 SIC CODE : 9531 NAICS: 926110 HOTEL::. ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052` IF. ANY 1 .49 LOCATION 011. 01 FEIN .23743.1.255 :ENTITY CD 001 o� HOUSING ASSISTANCE CORD o� 120 MASSASOI:T AVE � . . EASTHAM, MA 02642. o� SIC CODE 9531 NAICS: 925110 HOTEL.: ALL OTHER EMPLOYEES .& SALESPERSONS, DRIVERS 9052 IF ANY 1 ..49 LOCATION.012 01 ^^ FEIN 237431255 ENTITY CD 001 Q� HOUSING ASSISTANCE CORP 812 ROUTE 134 °= DENNIS. MA 02670 SIC. CODE :. .9531 NAICS: :92511 0. . DATE.OF ISSUE: 09=28.18 AN ST ASSIGN: MA SCHEDULE NO:. 5 OF MORE 009716 C H u B B'3 WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 (. A) POLICY NUMBER: (GS62UB-1 K62308-1-18) PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER V OO OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 012 01 (CONT'D) HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS,. DRIVERS 9052 IF ANY 1 .49 LOCATION 013 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP 309 SOUTH STREET . HYANNIS; MA 02601 SIC CODE : 9531 NAICS: 925110 HOTEL: ALL OTHER EMPLOYEES_ & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION Oi4 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP 300 FALMOUTH ROAD, UNIT 8D MASHPEE, MA 02649 SIC CODE : 9531 NAICS: 925110 HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 015 01 . FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP 317 PALMER AVE FALMOUTH, MA 02540 SIC CODE: 9531 NAICS: 925110 DATE OF ISSUE:-09-28-1 S AN ST .ASSIGN: MA SCHEDULE NO: 6 OF MORE C H U EB B° WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF 'INFO PAGE-SCHEDULE WC 00 00 01 ( A) POLICY NUMBER: (6S62UB-1K62308-1-18) PREMIUM BASI5 ESTIMATED RATES ESTIMATED. TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 015, .01, (CONT'D) , HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 016 01 FEIN. 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP 570. OLD BARNSTABLE ROAD MASHPEE , MA 02649 SIC CODE : 9531 NAICS: 925110 HOTEL: ALL OTHER EMPLOYEES_& SALESPERSONS, DRIVERS ..;' 19052` IF ANY 1 .49 w� LOCATION 017 01 I= FEIN 237431255 :ENTITY:CD. 001 o HOUSING ASSISTANCE CORP 1029 ROUTE 132, UNIT 12 o HYANNIS, .MA.02601 o 5IC CODE : 9531 NAICS: k5110 �—� HOTEL ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 018 01- FEIN 237431255 ENTITY CD 001 o� HOUSING ASSISTANCE CORP 422. WEST MAIN STREET HYANNIS, MA 02601 SIC CODE: 9531 :NAICS: 925110: DATE OF ISSUE: 09-287-18 AN ST ASSIGN: MA SCHEDULE NO: 7' OF MORE 009717 C H U B B" WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00.01 ( A) POLICY NUMBER: (GS62UB•-1 K62308-1-18) i PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL . CLASSIFICATION CODE : REMUNERATION REMUNERATION PREMIUM LOCATION 018 01 (CONT'D) HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 019 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE'CORP 484 WEST MAIN STREET HYANNIS, MA 02601 SIC CODE 9531 NAICS: 925110 HOTEL: ALL OTHER EMPLOYEES. & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 020 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP 1252 ROUTE 28A CATAUMET, MA 02534 SIC CODE: 9531 NAICS: 925110 HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 021 01 FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE CORP SURFSIDE DRIVE NANTUCKET, MA 02554 SIC CODE : 9531 NAICS: 925110 DATE OF ISSUE: 09-28-18 .AN ST_ASSIGN: MA_ SCHEDULE NO: 8 OF MORE CHUB B° WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 ( A-) POLICY NUMBER: (6S62UB-i K62308-1-18) PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER .$100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 021 01. (CONT'D) . . HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9052 IF ANY 1 .49 LOCATION 022 01 FEIN 237431..255 ENTITY CD: 001 HOUSING ASSISTANCE. CORP 77 WINTER STREET . HYANNIS, MA 02601 . . SIC CODE : 9531' NAI CS.: 92511.0 HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS 9.052 IF .ANY 1 :49 m LOCATION 023 01 : FEIN 237431255 ENTITY CD 001 HOUSING ASSISTANCE ,CORP o= 1028 FALMOUTH ROAD o= HYANNIS, MA 02601 o� SIC CODE : 9531 NAICS: 925110 mom HOTEL: ALL OTHER EMPLOYEES & SALESPERSONS, DRIVERS . ; 9052, IF ANY 1 .49 LOCATION 024 01 FEIN 23743125.5 ENTITY CD 601 f HOUSING ASSISTANCE CORP o� - 1167 .PHINNEY.'S LANE. CENTERVILLE , MA 02632 SIC.CODE : .9531 NAILS: 925110 DATE OF ISSUE: 09-28-18 AN ST ASSIGN: MA SCHEDULE NO:. 9 OF MORE . 0007is C H U B B� WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY .EXTENSION OF: INFO PAGE-SCHEDULE WC 00 00.01 ( A) POLICY NUMBER: (GS62UB-1 K62308-1-18) PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 024 01 (CONT'D) CLERICAL OFFICE EMPLOYEES NOC 8810 IF ANY .07 ------------------------------------------------------------------------------------- 2.00% EMPL, LIAB. INCREASED LIMITS(9812) $ 566 TOTAL PREMIUM SUBJECT TO EXPERIENCE MODIFICATION 28925 MERIT RATING/EXPERIENCE MOD: IA 2 MODIFIED PREMIUM 32396 TOTAL ESTIMATED ANNUAL STANDARD PREMIUM 32396 16.00% ARAP. MODIFICATION PROGRAM (0277) 5183 EXPENSE CONSTANT(0900) 338 0.0300 TERRORISM (9740) 1270 3.83% MA WC SPECIAL FUND AND TRUST FUND 1213 TOTAL ESTIMATED PREMIUM 40400 DEPOSIT AMOUNT DUE 40400 DATE OF ISSUE:.09-28-18 AN ST ASSIGN: MA SCHEDULE NO: 10 OF LAST __ ------ The Commonwealth of Massachusetts' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizatimtlndividual):_ _jl©0 f VLA-Q-, - Address:_ D Uya-sz" City/State/Zip: Aa 2 Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.d I am a employer with- 1�3 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance 5. We are asp oration and its eJ 10.❑Electrical repairs or additions required] ❑ P 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContmctors that check this box must attached an additional sheet showing the name of the sub-contractor;and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_ In Ce jr�j fn a-t2k 0-0:•%vg `C A-D 3 L,tzV1,%W e Policy#or Self-ins.Lic.#:[e !., 2 L)a l 1<&,?-Sc'0--t-La Expiration Date: Leh - L a ick Job Site Address: S City/State/Zip: ✓h44 C)z 6®� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. ' I do hereby certify and the pains andpenaftles of perjury that the information provided above is tru and correct: Signature: GG� Date: Phone#• 0�• 7'//. � 10Q• (Z/ Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#:. i Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need'only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is.NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number- Me Commmwealth of Massachusetts �. Department of Industrial Accidents Office of bVestipts 600 Washington Street Boston,MA 02111 Tel.#617-727-49W ext 406 or 1-877 MASSAFB Fax#617-727-7749 Revised 4-24-07 www.mm.gov/dia. 1 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improveme dbn ractor Registration " r Type: Individual Registration: 182134 DONALD K.TROTT Expiration: 08/08/2021 P.O. BOX 1981 HYANNIS, MA 02601y I d� says Update Address and Return Card. - : SCA 1 0 20M-05/17 671e IIA7L042u�,e�l��CJ/G�iaaac�ueel�t Office of Consumer Affairs,&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration.valid for individual use only TYPE: Individual before the expiration date. If found return to: Re istr t� n. g a Expiration Office of Consu erlAffairs and Busine Regulation 182134_ 08 08 2021 _ 1000 Washin,4 to Street -Suite 10 DONALD K.TROTT�J � Boston,MA/0211 r DONALD K.TROTT c " 906 WEST YARMOUTH; YARMOUTHPORT MA't02675 w Not valid ithout Signature ` Undersecretary - I 3 q t , d f Commonwealth of Massachusetts Division of Professional Licensure I Board,of Building Regulations and Standards Constr4*.-fl§,b ' �rvlsor CS-075174 11/07/2020 DONALD K•K TROTJ,,.'. ,PO-BOX 97 �SANDWICH MA J(25 $0 t + �5440 e 1 x is r ti From: Jenkins,Elizabeth To: David Quinn Subject: FW: 57 Ridgewood Design Substantial Compliance Date: Friday,May 17,2019 3:39:41 PM For your records. Elizabeth From: Florence, Brian Sent: Friday, April 19, 2019 9:46 AM To: Wackrow, Paul Cc: Jenkins, Elizabeth Subject: RE: 57 Ridgewood Design Substantial Compliance Hi Paul, Pursuant to our discussion... after a careful review of the proposed changes to the plans I have determination that the proposal is in substantial compliance with what was referenced in the regulatory agreement approved by Planning Board and Town Council. If you have any questions please do not hesitate to contact me. Regards, -'Brian Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.florence(@town.barnstable.ma.us From: Wackrow, Paul Sent: Thursday,April 18, 2019 3:59 PM To: Florence, Brian Subject: 57 Ridgewood Design Substantial Compliance Hi Brian, Circling back to an discussion from last week, HAC is looking to move forward with the apartments at 57 Ridgewood.Avenue. HAC has provided their modular factory plans, and are looking for a determination that this constitutes substantial compliance with what was referenced in the regulatory agreement approved by Planning Board and Town Council. Attached please find the plans referenced in the Regulatory Agreement,the modular factory(2019) plans, and a comparison I put together.There are some minor roofline and fenestration changes, but oveFall'the plan appears to correspond with the original proposal. As a note,the 2019 plans do not show the second floor false windows on the street side, or the first floor middle window on the duplex plans. Those false windows will be built on-site after the boxes are installed.T Please let me know if you have any concerns regarding compliance with what was approved in the regulatory agreement. Thanks again, Paul Paul Wackrow, Principal Planner Planning&Development Department Town of Barnstable 200&367 Main Street I Hyannis,MA 02601 Pau l.WackroWCcDtown.barnstable.ma.us 508-862-4703 ti II _ j: AFFIDAVIT AND CERTIFICATION PURSUANT TO G.L. C. 183, s. 5B i 1, Alisa Galazzi first being duly sworn,on oath depose and say as follows: 1. I am the Chief Executive Officer of the Housing Assistance Corporation. 2. An omission was identified in the Regulatory Agreement between Housing Assistance. Corporation and the Town of Barnstable for the property addressed 57 Ridgewood Avenue, Hyannis, recorded by the Town of Barnstable at the Barnstable County Registry of Deeds in Book 31497, Pages 33-45. The recorded Regulatory Agreement omits Exhibits A and B referenced in the Regulatory Agreement and approved by the Barnstable Planning Board and Barnstable Town Council, and signed by the Assistant Town Manager. There is attached to this affidavit the complete Regulatory Agreement as approved, including Exhibit A -Zoning Waivers and Exhibit B - Legal Description. The Deed for 57 Ridgewood Avenue, Hyannis, is recorded at the Barnstable County Registry of Deeds in Book 31049, Page 24. This correction does not grant relief different from that originally sought, and does not change the Regulatory Agreement. Signed under the pains and penalties of perjury 2018 Alisa Galazzi COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this day of 449G` ,2K9',before me, the undersigned notary public,personally appeared Alisa Galazzi,who proved to me through satisfactory evidence of identification,which were /?��Jots�L lb&& , to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of her knowledge and belief. RUTH M =MAWCHUSMS OF f �• ,A• N II�'ir COMMo LT Errs Notary Public My Commission Expires: My CoFeb r CERTIFICATION 1, T. DAVID HOUGHTON, certify that I am an Attorney at Law duly admitted to the practice of law in the Commonwealth of Massachusetts by the Supreme Judicial Court of Massachusetts; that I am the First Assistant Town Attorney for the Town of Barnstable; and that the facts set forth above in the Affidavit of Alisa Galazzi are relevant to and will be of benefit in clarifying the chain of title of Housing Assistance Corporation to the land described in a Regulatory Agreement dated August 23, 2018, and recorded August 2.9, 2018 in the Barnstable County Registry of Deeds Book in 31497, Page 33. 2018 T. DAVID HOUGHTON, ESQ. BB O #241160 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss On this day of , 2018,before me, the undersigned notary public, personally appeared T. David Houghton, who proved to me through satisfactory evidence of identification, which were , to be the person whose name is signed on the preceding or attached document, and who acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public My Commission Expires: 2 XMC31�iSUM CCUEIwE ESL NAGur � � (. Mm xF lOi !VF �+:�rr+'--wwv ��• ,.;-v. r,�.�,"�•�-r ,n•=.w-_wv�ro�-�� .K.�=;•y�r nw�-.:gin.M-.vs�-.ss>.vn. � � `.. Ai f K [ r I. t:: }, I, :I ;��.� �`a I 'LL y -� aawE l'. }• n,M 3m - z Ll zz. • I C !� m` �I .nw�e Ra x atW�s ''L irFA 54 4 I R .t, CKCEr, i •YO ��1 K 0. c. Mr PPYCGM IY: � X wV .. r � d4.1&-. ,ioo sr mS - Ef6 el - - f RAF RFA�ESTnrE _ J o i «"�r� J t PERMITTING SET ONLY I NOT<FOR.CONSTRUC-rl TION a ,�.a.;.k,.:.�_t.rw—ee�u¢er,�i.,�t ° "i e`� �1u u re,e.r:ry.K.e...�.�....---ttYx....=== ; .RIDCPWOOD AVENUE - �: , vGHASsFIiC hC. A4C' eoxr,E roE'.n �1rTRlS3EF— •me« rtw I - I y2e,-II .. _ ws®E WOPGWRK��M wvour(s! rnvn*G.OI*5P U1OF �,mntca �"f—':.-.- •� IJ�it72U 7 f13 k ORW Mv--ev[ws.�OXM �. :i. WL__ pl1w"�. •+ R hoffiY Ll61tKk!!.alb•^• - .— �6 1• �Y I -.�. � - �. ._r�OnuwXou8ORrvEwnY - _-_. ___. ` .. - _ -��_••.. •—�.'— � rlfK tl'f[[T It _ i1�. - Commonwealth of Massachusetts Manufactured Buildings Program-Plan Identification Number Assignment F � Name of Manufacturer CHAMPION MODULAR MC Identification Number 509 INC. Third Party Identification Number 02 Project Title 41608 Use Group Two BBRS\OPSI Identification Number 0220- 19 Famil Review Required All plans are reviewed by MA and a BBRS Number assigned when approved Date: 06/2 8/ 19 Manufactured Buildings Program From: Linda Shea Manufactured-Buildings Program Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\OPSI Identification Number (BBRS\OPSI I.D. Number) The Board of Building Regulations and Standards and Office of Public Safety (BBRS\OPSI) has received your building plans for the referenced project and has assigned the identification number noted above (in the block marked BBRS\OPSI I.D. Number). This number has been assigned for` purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences, inquiries and plan revisions. Thank you for your cooperation with this matter. Send all correspondences,inquiries and plan revisions to: Office of Public Safety&Inspections-Linda Shea 1000 Washington Street,Suite 710 Boston,MA 02118 Linda.sbea@mass.gov Bbrs\forms2\manufacturedbldgplanid-06/2018 Commonwealth of Massachusetts Manufactured Buildings Program-Plan Identification Number Assignment Name of Manufacturer CHAMPION MODULAR, MC Identification Number 509 INC. Third Party Identification Number_ 02 Project Title 41312 , Use Group Townhouse BBRS\OPSI Identification Number 029 1- 19 Review Required All plans are reviewed by MA and a BBRS Number assigned when approved: Date: 0 8/2 2/ 19 . Manufactured Buildings Program From: Linda Shea Manufactured Buildings Program Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\OPSI Identification Number (BBRS\OPSI I.D. Number) The Board of Building.Regulations and.Standards and Office of Public Safety (BBRS\OPSI) has received your building plans for the referenced project and has assigned the identification number noted above (in the block. marked BBRS\OPSI I.D. Number). This number has been assigned for purposes of.internal tracking methods. This number shall be used in reference to this project and on all future correspondences, inquiries and plan revisions. Thank you for your cooperation with this matter. Send all correspondences>inquiries and plan revisions to: Office of Public Safety&Inspections-Linda Shea 1000 Washington Street,Suite 710 Boston,MA 02118 Linda.rhea@mass.gov Bbrs\forms2\manufacturedbldgplanid-06/2018 f - Commonwealth of Massachusetts Manufactured Buildings Program-Plan Identification Number Assignment Name of Manufacturer CHAMPION MODULAR MC Identification Number 509 INC* Third Party Identification Number 02 Project Title 42020 .. Use Group Townhouse BBRS\OPSI Identification Number 0299- 19• Review Required All plans are reviewed by MA and a BBRS Number assigned when approved Date: 0 8/2 7/ 19 Manufactured Buildings Program From: Linda Shea Manufactured Buildings Program Re; Confirmation of Receipt of Building Plans &Assignment of BBRS\OPSI Identification Number (BBRS\OPSI I.D. Number) The Board of Building Regulations and.Standards and Office of Public Safety (BBRS\OPSI) has received your building plans for the referenced project and has assigned the identification number noted above (in the block marked BBRS\OPSI I.D. Number). This number has been assigned for purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences, inquiries and plan revisions. Thank you for your cooperation with this matter. Send all correspondences,inquiries and plan revisions to: Office of Public Safety&Inspections Linda Shea 1000 Washington Street,Suite 710 Boston,MA 02118 Linda.sliea@ihass.g,ov Bbrs\forms2\manufacturedbldgplarud-06/2018 f ..R ry Bk 31497 Ps 33 �4.2556 08--29-201 L a 03 = 20P REGULATORY AGREEMENT Housing Assistance Corporation ` 57 Ridgewood Avenue, Hyannis . This regulatory agreement("Agreement") is entered into by and between the developer,Housing Assistance Corp. ("Developer") with a usual address of 460 West Main Street,Hyannis,MA 02601 and the Town of Barnstable("Town"),a municipal corporation with a usual address of 367 Main Street, Hyannis,MA 02601,on this^day of ,2018 pursuant to Section. 240-24.1 of the Barnstable Zoning Ordinance and Section 168 of the Barnstable Code. WITNESS: WHEREAS,this Agreement shall establish the permitted uses, densities, and parking within the Development (as hereinafter defined), the duration of the agreement, and any other terms or conditions mutually agreed upon between Developer and the Town; t land use development rights in the Property for the duration nt shall vest p WHEREAS,this Agreement p t� of the agreement,and such rights shall not be subject to subsequent changes in local development ordinances,with the exception of changes necessary to protect the public health,safety or welfare WHEREAS,the Towa is authorized to enter into this Agreement pursuant to Chapters 168 and 240 of the Barnstable Code; WHEREAS,Developer is the owner of the property at 57 Ridgewood Ave.,Hyannis, Massachusetts consisting of 31,363f square feet(0.72t acres), shown on Town of Barnstable Assessor's Map 328 as Parcel 091, and which is more particularly described in the deed recorded with the Barnstable County Registry of Deeds in Book 31049;Page 245("the Property"); WHEREAS,Developer is willing to commit itself to the development of the project substantially in accordance with this Agreement and desires to have a reasonable amount of flexibility to carry out the Development and therefore considers this Agreement to be in its best interests; WHEREAS,the Town and Developer desire to set forth in this Agreement their respective understandings and agreements with regard to development of the Property; WHEREAS,the Development will not require regulatory review under the Massachusetts Environmental Policy Act(MEPA)or the Cape Cod Commission Act; WHEREAS,Developer has made application to the Planning Board pursuant to Chapter 168 of the Barnstable Code; WHEREAS,the Development is located in the Hyannis Growth Incentive Zone(GIZ) as approved by the Cape Cod Commission by decision dated April 6,2006,as authorized by Barnstable County Ordinance 2005-13,as amended by Barnstable County Ordinance 10-19 and 14-05,Chapter G,Growth Incentive Zone Regulations of the Cape Cod Commission Regulations of General Application as extended by an Agreement to Extend Town of Barnstable Downtown I i Bk 31497 Pg34 #42556 Hyannis Growth Incentive Zone to October 6,2017 between the Cape Cod Commission and the Town of Barnstable executed on December 14,2015,and further extended by a second Agreement to Extend to April 4,2018 between the Cape Cod Commission and the Town of Barnstable executed on October 6,2017.; WHEREAS,the Development is not subject to review by the Cape Cod Commission as a Development of Regional Impact due to its location in the GIZ and due to the adoption of Barnstable County Ordinance 2006-06 establishing a cumulative development threshold within the GIZ as extended by an Agreement to Extend Town of Barnstable Downtown Hyannis Growth Incentive Zone to October 6,2017 between the Cape Cod Commission and the Town of Barnstable executed on December 14,2015,and further extended by a second Agreement to Extend to April 4, 2018 between the Cape Cod Commission and the Town of Barnstable executed on October 6,2017,under which this development may proceed and Developer has submitted a Jurisdictional Determination to the Town of Barnstable Building Department to confirm the same; WHEREAS,prior to applying for approval of this Agreement,the Development was reviewed by the Town of Barnstable Site Plan Review Committee on December 21,2017(SPR 076-17) and the Site Plan Review Committee voted to find the development proposal approvable subject to the grant of a Regulatory Agreement and other conditions as stated in its letter dated December 27,2017 (the"Site Plan Approval Letter"); WHEREAS,the Property currently contains an abandoned foundation but is otherwise a vacant lot; WHEREAS,Developer proposes to redevelop the Property with three(3)new multi-family residential structures that will contain a total of eight(8)units with a combined total floor area of 6,564 square feet(plus basement area totaling 4,240 sq.ft. which will provide storage for all units);and the Developer proposes to construct one(1)two-family structure and two(2)three- unit townhouses; and there will be two(2)two-bedroom units and six(6)one-bedroom units; and two(2)of the one-bedroom units will be affordable units for households with income at or below 80%of AMI and the remaining six (6)units will be market rate units;and the existing dilapidated foundation will be demolished and paved parking areas with new stormwater management systems, lighting and landscaping will be installed; WHEREAS,the project will provide thirteen(13) on-site surface parking spaces; , WHEREAS,after consultation by the Developer with the Department of Public Works and Hyannis Water Division,it has been determined that there is sufficient capacity for the project to be connected to and served by the municipal sewer system and the municipal water system and that doing so will be to the mutual benefit of the Developer and the Town; WHEREAS,the Developer has voluntarily agreed that two(2)of the one-bedroom units will be affordable units for households with income at or below 801/o of the Area Median Income for the Town of Barnstable, as determined annually by the United States Department of Housing and Urban Development; 2 R Bk 31497 Pg35 #42556 WHEREAS,the project provides,without limitation,the following site design,traffic safety,and community benefits: a. Revitalization of long standing vacant property with a dilapidated foundation; revitalization is anticipated to eliminate or substantially reduce issues associated with blighted property including but not limited to an unkempt and unsightly appearance, eliminating a potential hazard and nuisance in the area; b. The new buildings will significantly improve aesthetics along Ridgewood Ave.; c. The project will provide market rate housing(the need for which was identified iii the 2014 Housing Needs Assessment)in an area of Hyannis in need of redevelopment;. d. Sufficient on-site parking for the residents and guests; e. Exterior site lighting improvements; f. improved storm-water drainage management on-site; g. Addition of two affordable housing rental wets; and h. Adhering to smart growth standards and goals by providing attractive new housing opportunities in an area with close accessibility to public transit facilities, shopping,and other amenities. WHEREAS,the project is consistent with the Downtown Hyannis Design&Infrastructure Plan in that it contributes to the plan's goals of creating livable neighborhoods for year-round residents;creates housing opportunities for persons and households of all income levels; and creates consistency with the historic and maritime character of the area. The proposed building design relates to the surrounding neighborhood context in placement and scale,buildings on the local architectural context,and is oriented to the street;the fagade materials are high-quality; and the site design features shared open space and parking located at the rear of the lot; WHEREAS,Developer would require zoning relief to allow,for multi-family residential development in the Single Family Residential District and certain other dimensional and parking- lot related relief, all as further defined in paragraph number 21 below; WHEREAS,Developer has undergone a public hearing on the Regulatory Agreement application with the Planning Board and received a majority vote from.the Planning Board approving the application on February 26,2018; WHEREAS,Developer has undergone a public hearing on the Regulatory Agreement application before the Town Council and received a 2/3rds vote approving the application on May 3,2018; NOW,THEREFORE,in consideration of the agreements and covenants hereinafter set forth, and other good and valuable consideration;the receipt and sufficiency of which each of the parties hereto hereby acknowledge to the other,Developer and the Town do enter into this Agreement, and hereby agree and covenant as follows: 1. The Developer shall redevelop the property as follows: 3 i Bk 31497 Pg36 #42556 a. The Developer shall redevelop the Property with three(3)new multi-family residential structures that will contain a total of eight(8)units with a combined total floor area of 6,564 square feet(plus basement area totaling 4,240 sq. ft. which will provide storage for all units);and there will be one(1)two-family structure and two(2)three-unit townhouses;and there will be two(2)two- bedroom units and six(6)one-bedroom units; and two (2)of the one-bedroom units will be affordable units for households with income at or,below 80%of AMI and the remaining six(6)units will be market rate units; b. The existing dilapidated foundation will be demolished and removed; c. Paved parking areas with new stormwater management systems,lighting and landscaping will be installed, d. The Developer agrees to construct the project in accordance with the plans and specifications submitted to and approved by the Town(hereinafter Redevelopment Plans), listed as follows and made a part of this Regulatory Agreement by reference: 1. Existing Conditions Plan dated 11-3-2017 prepared by Horsley Witten Group, Inc. (Sheet C-2); 2. Civil Engineering plans(including landscaping)entitled"57 Ridgewood Avenue Housing Development Permitting Set Hyannis,Massachusetts"dated stamped by P.E.on 12/22/17 prepared by Horsley Witten Group, Inc. (Sheets C-1 through C-11 and LA-1 and LA-2; and 3. Building floor plans and elevations prepared by Union Studio Architects dated January 2,2018; and e. The Developer agrees to comply with the conditions in the aforesaid Site Plan Approval Letter dated December 27,2017(SPR 076-17). 2. The development rights granted hereunder shall be exercised and development permits may be obtained hereunder for a period of 10 years from the effective date of the Agreement, provided,however,that prior to the expiration of said 10-year period Developer may request a twelve-month extension to obtain development permits. Upon receipt of necessary development permits,construction shall proceed continuously and expeditiously, but in no case shall construction exceed 2 years from receipt of necessary development permits. Other than a transfer to a single-purpose entity controlled by the Applicant and created specifically for development of the project,the development rights granted under this agreement shall not transfer:to another owner without the prior written permission of the Town Manager under Section 168-5 of the Barnstable Town Code. 3. Two (2)of the one-bedroom housing units located in the proposed new development shall be dedicated as affordable housing units in perpetuity and shall be eligible for inclusion on the State's.Subsidized Housing Inventory 760 CMR 56,as follows: 4 Bk 31497 Pg37 #42556 a. The two units shall only be rented to qualified households with an income of not more than eighty(80%)percent of Area Median Income for the Town of Barnstable (as determined by HUD)and priced so as to be affordable and not exceed a monthly housing cost of 30%such households' annual income,including rent and utilities; b. In order to protect the perpetuity of the affordable units,an Affordable Housing Restriction such as the one for the Commonwealth of Massachusetts Department of Housing and Community.Development Local Initiative Program shall be prepared by . the Applicant and reviewed and approved by the Town Attorney's office and recorded as the senior encumbrance at time of recording of this Agreement; c. The owner shall enter into a Monitoring Services Agreement with an entity experienced in performing monitoring and enforcement services to ensure compliance with permit conditions regarding affordability(such as the Barnstable Housing Authority)to annually verify compliance with the affordability terms of this Agreement,as approved by the Town Attorney; d. The owner shall prepare an Affirmative Fair Housing Marketing and Tenant Selection plan which shall be approved by the Dept.of Housing and Community Development and the Town Affordable Housing Coordinator. 4. Lighting for the Development shall be contained on-site, shall be down cast,shall not contribute to light pollution of the area,and shall be constructed consistent with the lighting plans identified in paragraph 1,above. 5. The site shall be landscaped consistent with the landscaping plan identified in paragraph 1, above. All landscaping within the development shall be low-water use and shall minimize the use of fertilizers and pesticides. 6. The developer shall provide bike racks and or bike storage on the Property. 7. Rental restrictions: the units developed hereunder are intended for use and occupancy by individuals and/or families claiming legal residence in the Town of Barnstable(to the extent that the same is legally permissible under the fair housing and other laws and regulations of the Commonwealth of Massachusetts and the United States). Developer's minimum lease term of rental units shall be twelve(12)months. Sublease of rental units,if permitted by the Developer,shall be for a minimum term of ninety (90)days.The units developed hereunder shall be rental only,and any change shall be construed as a modification to this Agreement. 8. All plumbing fixtures in the new units shall be low water use fixtures and other water conservation measures are encouraged in the design and development of the project. 5 i Bk 31497 Pg38 #42556 9. Developer shall provide calculations demonstrating adequate water flow for fire suppression prepared by a fire protection engineer as required by the Hyannis Fire Department. 10. Developer is responsible for obtaining all applicable permits and licenses,including but not limited to the following: foundation permit,building permit, street excavation permit (necessary for work in all public spaces), sewer permits and water permits. Only Town of Barnstable approved contractors are allowed to work on Town owned property. Contractors are required to have the insurance stipulated in the Street Excavation Rules and Regulations(SERR)and all work on town property must comply with all provisions of SERR. All work within the public way and public utility services shall be to Town Standards. All plans shall be reviewed and approved by the Department of Public Works prior to initiating any work within the public way. 11.Developer will make best efforts to complete construction work in accordance with a construction schedule submitted and approved in writing by the Town of Barnstable Building Commissioner and Hyannis Fire Department prior to the issuance of any foundation or building permits. Developer shall have two(2)years from the date of commencement of work to complete construction. To the extent construction impacts public property or public rights of passage,changes in the schedule,if needed as work progresses, are subject to the written approval of the Barnstable Planning&Development Department. The construction schedule shall,to the maximum extent feasible,avoid interference with traffic on Ridgewood Ave. The developer shall notify in writing and receive the written approval from the Town of Barnstable Planning&Development Department and the Department of Public Works at least 48 hours in advance of working on Town property.The Developer will be responsible for all construction signage, directional signs, and police officers necessary for the performance of the work as determined by Town. 12.Exterior construction impacts shall be minimized,and construction shall be limited to the hours of 7:00 a.m.to 6:00 p.m.weekdays,and 8:30 a.m.to 2:00 p.m. Saturdays. No construction shall occur on Sundays. The Building Commissioner shall establish protocols to minimize the location of staging,noise,dust,and vibration. Failure to comply with these protocols following written notice from the Building Commissioner shall be grounds for the issuance of a stop work order until agreement as to compliance with the protocols is achieved. 13. During all stages in the demolition of the existing foundation and new construction,all vehicles,equipment and materials associated with the development shall be required to be located off the right of ways of Ridgewood Ave.except as may be required to install utilities,and work authorized by this Agreement and as approved by Public Works and then only on a temporary basis. 14.To the extent that the referenced plans do not depict all of the findings and conditions as set forth in this Agreement,revised plans and/or notations shall be provided. In addition to 6 i Bk 31497 Pg39 #42556 permits,plans and approvals listed above,any and all permits and licenses required shall be obtained. 15. The total number of parking spaces proposed for the Development is thirteen(13)on the Property. 16. Changes to the approved Plans referenced in Paragraph No. 1 shall require an amendment to this agreement under either §168-5 or§168-10 of the Barnstable Code, as determined by the Town. 17. Construction and demolition debris,shall be removed from the Property and shall be reused _ or recycled to the maximum extent possible. 18.The construction of this project.will result in the following benefits to the Town: a. Revitalization of long standing vacant property with a dilapidated foundation; and revitalization is anticipated to eliminate or substantially reduce issues associated with blighted property including but not limited to an unkempt and unsightly appearance,eliminating a potential hazard and nuisance in the area; b. The new buildings will significantly improve aesthetics along Ridgewood Ave.; c. The project will provide market rate housing(the need for which was identified in the 2014 Housing Needs Assessment)in an area of Hyannis in need of redevelopment; d. Sufficient on-site parking for the residents and guests; e. Exterior site lighting improvements; f. Improved storm-water drainage management on-site; g. Addition of two affordable housing rental units; and h. Adhering to smart growth standards and goals by providing attractive new housing opportunities in an area with close accessibility to public transit facilities, shopping, and other amenities which will contribute to the revitalization of Hyannis. 19. Dousing Assistance Corporation shall make an annual payment in lieu of taxes to the Town of Barnstable in the amount of$1,600,a proportionate share of which shall be paid to the Hyannis Fire District. The amount and manner of payment shall be reviewed and approved by the Town Attorney. 20,The Town hereby grants waivers from.the following Zoning Ordinance sections: See Exhibit A attached hereto and incorporated herein by reference. 21. Upon completion of all work,Developer shall cause a registered engineer or land surveyor to submit as-built plans accompanied by 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. This document shall be submitted prior to the issuance of the final certificate of occupancy. 7 Bk 31497 Pg40 #42556 22.The development allowed in this permit shall be considered full build-out of the property. The structures authorized shall not be expanded nor other buildings and structures added without compliance with §168-10 of the Barnstable Code. 23. This Agreement shall be recorded with the Barnstable Registry of Deeds within sixty(60) days of its execution by the Town and a recorded copy shall be provided to the Barnstable Planning&Development Department, such recording to include the aforesaid Exhibit A hereto and the legal Property description as provided in Exhibit B attached hereto and incorporated herein by reference. IN WITNESS WHEREOF,the parties have hereunto caused this Agreement to be executed,on the day and year first above written. J Dated this a�� day of v ryvs9 ,2018. Hereunto duly authorized By: //�I. M A, EwC�rev ��, Town of Barnstable tqS5v%Ar1 COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this a 3 day of 2018,before me,the undersigned notary public,personally appeared-"4o7TeVn agerof the Town of Barnstable,and proved to me through satisfactory evi ericecation,being(check whichever applies): or other state or federal governmental document bearing a photograph image;Oath or affirmation of a credible witness known to me who knows the above signatory,or My own personal knowledge of the identity of the signatory,to be the person whose name is listed above,and acknowledged to me that he signed the foregoing instrument as his free act and deed as Town Manager of Barnstable and voluntarily for its stated purpose. Notary Public My Commission Expire SHIRLE�EMAY OAKLEY Public CpM�pN�1HW E��EZTS Maw 11.2022 9 Bk 31497 Pg41 #42556 By: Alisa Gf�ahi Executive Officer(CEO) Housing Assistance Corp. COMMONWEALTH OF MASSACHUSETTS Bamstable, ss. On this l/P day of U (IS 2018,before me,the undersigned notary public,personally appeared Alisa Galazzi,Chief Executive Officer(CEO)of Housing Assistance Corp., and proved to me through satisfactory evidence of identification,being (check whichever applies): or other state or federal governmental document bearing a photograph image; Oath or affirmation of a credible witness known to me who knows the above signatory,or My own personal knowledge of the identity of the signatory,to be the person whose name is listed above, and acknowledged to me that she signed the foregoing instrument as her free act and deed as Chief Executive Officer(CEO)of Housing Assistance Corp. and voluntarily for its stated purpose. Notary Public My Commission Expires: & ANN MARIE TORREY Notary Public COMMONWEALTH OF MASSACHUSETTS My Commission Expires 0, MUM March 13,2020 9 I Bk 31497 Pg42 #42556 TOWN OF BANRSTABLE SIGNATORY AUTHORITY Project Name:Housing Assistance Corporation 57 Ridgewood Avenue Hyannis,Regulatory Agreement At a duly constituted meeting of the Housinsing Assisgance Corporation_held on 2 — l- 1 7 (Name of Corporation) (Date) at which all Directors were present or waived notice,it was voted that: 1 �Sli�� h .xz ; G � O (Name of Officer) (Title of Officer) of this company,be and he/she is hereby authorized to execute contracts and bonds in the name and behalf of said company,and affix its Corporate Seal thereto,and such execution of any contract or obligation in this company's name on its behalf of such under seal of the company,shall (Officer) be valid and binding upon this company. A TRUE COPY, ATTEST: 4fCIA of oipora on)(Print Name&Signature) Place of Business: q60 CS V U,,1 S - I hereby certify that I am the clerk of the and that �3 4 (Print lame of Corporation) is duly elected C If 0 of said company,and the (Print Name of Officer) above vote has not been amended or rescinded arA remains in 11 force an effect as of the date of this contr ,(Clerk oft oration) (CORPORATE SEAL) NOTARIZATION: On this day of 1 �— 2018, before me, the undersigned notary public, personally appeared tr at proved to me through satisfactory evidence of identification, which were H 0 " S L-ire i to be the person whose me is 'Wed on the preceding or attached document in my.presence. N to ublic AAOARET-1 .CHAFFEE My commission expires:TOWN OF BARNSTABLE �.. Rev. 10/05/2017 jfb fMl Bk 31497 Pg43 #42556 00'� Housing ' ,` Assistance Corporation on Cape Cod CORPORATE VOTE CERTIFICATION HOUSING ASSISTANCE CORPORATION At a duly authorized meeting of the Board of Directors of the Housing Assistance Corporation held on February 1, 2017 at which time a quorum was present it was voted that Alisa Galazzi,Chief Executive Officer (CEO) of the Corporation,be hereby authorized to execute all contracts,checks,agreements, correspondence,bonds, and all other documents reasonably necessary to carry on the day to day operations of the Corporation. A 1 i s a G a 1 a z z i will have the authority to sign in the name of and on behalf of the Corporation and will have the right to affix the Corporate Seal to such documents that require it, and such execution of any contracts, checks,agreements, correspondence,bonds, and all other documents reasonably, necessary to carry on the day to day operations of the Corporation in the name of the Corporation on its behalf by such under seal of the Corporation, shall be valid and binding upon the Corporation. A True Copy. Clerk of orporation Place of Business: 460 West Main Street, Hyannis,MA 02601 Date of Vote: February 1, 2017 I hereby certify that 1,Cathy Gibson, Clerk of Housing Assistance Corporation,am the duly elected Clerk and Officer of said corporation,and that the above vote was taken at the meeting on February 1, 2017 and the vote has not been amended or rescinded and remains -iZ] full force and effect as of the date of this certification. Corporate Seal Ca ibso ,. lerk Bk 31497 Pg44 #42556 TOWN OF BANRSTABLE SIGNATORY AUTHORITY Project Name:Housing Assistance Corporation 57 Ridgewood Avenue Hyannis,Regulatory Agreement At a duly constituted meeting of the Housinsing Assisgance Corporation_held on 2 ` ' 1 7 (Name of Corporation) (Date) -at which all Directors were present or waived notice,it was voted that: A 1,4 tea ; (Name of Officer) (Title of Officer) of this company,be and he/she is hereby authorized to execute contracts and bonds in the name and behalf of said company,and affix its Corporate Seal thereto,and such execution of any contract or obligation in this company's name on its behalf of such under seal of the company,shall (Officer) be valid and binding upon this company. A TRUE COPY, ATTEST: Cle of orpora wn)(Print Name&Signature) Place of Business: 0 & c�1^ 51� Aneis , /t 02.6oI I hereby certify that I am the clerk of the 1400 s i .-rs A s s)s?n�c c �a r�• and that (Print Name of Corporation) c 2c G k A a x ; is duly elected D of said company,and the (Print Name of Officer) above vote has not been amended or rescinded wA remains in ll force an effect as of the date of this con (Clerk of oration) (CORPORATE SEAL) NOTARIZATION: On this day ofAJ 6, J 2018, before me, the undersigned notary public, personally appeared E proved to me through satisfactory evidence of identification, which were to be the person whose/Wine is ' ed on the preceding or attached document in my presence. ? LG ' NI Public MAli14/1REVX. CHAFFEE My commission expires: q� C TOWN OF BARNSTABLE 01 ImpapupplopqW Rev.10/05/2017 jfb w Co�INWa� _ Bk 31497 Pg45 #42556 -� ij Housing Assistance Corporation on CapeCod CORPORATE VOTE CERTIFICATION HOUSING ASSISTANCE CORPORATION At a duly authorized meeting of the Board of Directors of the Housing Assistance Corporation held on February 1, 2017 at which time a quorum was present it was voted that Alisa Galazzi,Chief Executive Officer (CEO) of the Corporation,be hereby authorized to execute all contracts,checks,agreements, correspondence,bonds, and all other documents reasonably necessary to carry on the day to day operations of the Corporation. A 1 i s a G a 1 a z z i will have the authority to sign in the name of and on behalf of the Corporation and will have the right to affix the Corporate Seal to such documents that require it, and such execution of any contracts, checks,agreements, correspondence, bonds, and all other documents reasonably necessary to carry on the day to day operations of the Corporation in the name of the Corporation on its behalf by such under seal of the Corporation, shall be valid and binding upon the Corporation. A True Copy Clerk of orporation Place of Business: 460 West Main Street, Hyannis,MA 02601 Date of Vote: February 1, 2017 1 hereby certify that I,Cathy Gibson,Clerk of Housing Assistance Corporation,am the duly elected Clerk and Officer of said corporation,and that the above vote was taken at the meeting on February 1,2017 and the vote has not been amended or rescinded and remains in full force and effect as of the date of this certification. Corporate Seal Ca ibso , lerk BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Project Name: rr ��k 'Y W p�� dr �le - �\ �yl G�,I✓1 `�C ,� 5 � I � Address.--�_--� w0��-- --- a h Permit#: _p - Permit Date:__�� M • .j a LARGE ROLLED PLANS ARE IN: BOX: 3 SLOT:_ Date entered in MAPS program on:__L V By: -- Project Name: JU1OIV_�hPy� �� G� 1�1 ;` Address: �T� od -1-4vt—_ yn,S Permit#' Permit Date: M : � af1 - LARGE ROLLED PLANS ARE IN: BOX: 3 SLOT —_ d Date entered in MAPS program on: BY• ------- -_ Project Name: r rkx Address:fl �11 __ Permit#: � �_ -------- Permit Date: M/P:_� LARGE ROLLED PLANS-ARE-IN: BOX: I .� SLOT: Date entered in MAPS program.on: By _ w HOUSING DEV EL PM5 7 RID W D AV N PERMITT 'ING SET w JHYANNIS:- MASSACHUSETTS : ` DECEMBER . 2017 . 'Dept. i «,:.<0z) by iy Sheet List Table - - AppYove� hee er Titl 1 Cover 2 EXISTINt - umGCONDITIONSe } t _ neater, 0�\10 © ©; � ++ n 3 CONSTRUCTION NOTES 4 SESC&DEMO 5. SITE PLAN 6 GRADING&D RAINAGE PLAN _. 7 UTILITY PLAN SITE I .° o ' w" h ;• 8. CONSTRUCTION DEATILS(1) J 9.. CONSTRUCTION DETAIL 2 ) -;� 10 CONSTRUCTION DETAILS(3) -rn - - - - ,�� •� n - t / 91 - CONSTRUCTION DETAILS(4)_ 1 rrj� 12 LANDSCAPE PLAN 3. > 1 •�. w f . N `© jt a. /? !.,R 13 _ LANDSCAPE DETAILS-.. '� North 6 " , o .� m as .'✓ a GENERAL NOTES: �• O, - - 7v - tB O 0 o 1. THIS PLAN SET IS FOR PERMITTING ONLY AND NOT FOR CONSTRUCTION. 4 C - SO • tP r - .,° • JL ° ILS 1 r"' 2. .SURVEY CONDUCTED BY HORSLEY WITTEN GROUP(HW)IN OCTOBER 2017.ELEVATION DATUM IS ASSUMED. MASSACHUSETTS V 1 ; ' � 1 1 ql - 3. ABUTTER INFORMATION FROM ASSESSOR'S MAP. �` - // t m ,• �` } - 4. SITE INFORMATION: Graphic Scale t: u •,� _ PLAT 3z6 1➢.3r .I LOT: 91 K _ _ r ;? cc - ` .• ©� ?J� _ • x^ _ ADDRESS: 57 RIDGEWOOD AVENUE - >` SE IN FEET - 8 4 CAL ��••• ZONING DISTRICT: SF - - 2 _ - t:150000 - / y ° •//r - 7. ;THE PROPERTY IS LOCATED WITHIN F.I.R.M.ZONE X AS SHOWN ON COMMUNITY PANEL NO.25001CO566J °3L Q - - - ;` ° C S dam - _ •- TTHE PROPERTY IS LOCATED IN A W PROTECTION OVERLAY DISTRICT A GROUNDWATER PROTECTION OCUS� B O 8 OC WELL P AND GR TER -p .. - ' O - OVERLAY DISTRICT. - - - - - _ - /�.� 4.:fl, �x: f1 OJA.' • 9. THERE ARE NO WETLANDS PRE SENT ONSITE OR ON ADJACENT LOTS.: : � , o O ° _ ce 10. PROPERTY OWNER:PATRICK.1 DEMKO,PO BOX 44S,WEST YARMOUTH,MA 02673 m ^I T� _ _`P k ! �� 11. APPLICANT:HOUSING ASSISTANCE CORPORA 60 WEST MAIN YAN 601 J a 0A ICAN ' INGA T ORPO TION 4 ST. H NIS MA 02 a 1 7 R ODEVELOPMENT �1 Q Plan Set: N Y'I :. ® }; 5 IDGEW OD AVENUE HOUSING B Fte PERMITTING SET 39 $.,:'_s Po,',�rS .,ra, '--f ({�/ � �..�. B�\•.• � � l�:,, • HYANNIS, M ASSA CH S O Prepared For. $ Housing Assistance Corporation z o 460 West Main Street - Y *, s \` Hyannis, MA 02601 d n6 (508)280 -8465 Prepared By: Horsley Witten Group,Inc. _ a BARNSTABLE °'' °' Sustainable Environmental Solutions N Graphic Scale www.horsleywitten.com 0 1N00 - VICINITY MAP Headquarters 55 Dorrance Street 294 Washington Street Suite 801 C .. - 90 Route 6A Boston,MA 02108 Suite 403 113 R2 Water Street SCALE IN FEET - GraphjC ScaIB Sandwich,MA 02563 Pro,, RI 02906 Exeter,NH 03833' d t:t2000 - (857)283-8193 voice 1-If1Cj)= I OOO fe0t (508)833E600 voice (617)57'l, fax (401)272-1717 voice (603)558-1660 voice �. (508)833-3150 fax (401)439-8368 fax - - - - : - Date Issued: Regish•tion: Projatl Nurrber: - r DECEMBER 2017 Revisions 17120 JK 1F11 ® _ ..Shset NumOor. w PERMITTING SET ONLY D.-By q�'�a„s -- - 1 of 13 . NOT FOR CONSTRUCTION Dh „� /�,�, ® _~ —u -- DrewnBNumEer. D.le I BY!Acvr.IO•�mion C - 1 SUR�/EY NOTES - rx�isrlNC DWELLnG . V-E.S-RI 7,1 rnw40rsL IIGG FaI-M.TILYr. 1. THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE THE RESULT OF ANON T ��\ - 'MAP 328 Kw Diu Ols OniA - ISTIN�ING THE GROUND FIELDSURVEY CONDUCTED BY THE HORSLEYWITTEN GROUP,INC.OCTOBER YL 2017. MAP 328 E(SIN DWELLING LOT 89 . MAP 328 - LacABnNXGi+Lcao sw 2. HORIZONTAL DATUM ISASSUMED. _ : LOT 90 _ (SINGLE-FAMILI') \ N/F _ LocnnONF Tn - ROBERT HOFFMAN LOT 88 y X. THE ELEVATIONS DEPICTED HEREON WERE BASED ON AN ASSUMED DATUM. 328 91/F - -_ N/F' - _ - HAROLD ISHAM^ \`\\\\ '� JACQUELINE FLANAGAN MAP 87 4. THE PROPERTY LINES AND RIGHTS OF WAYS DEPICTED HAVE BEEN ESTABLISHED BY FIELDSURVEY- LOT B7 EL:99,59 BRICK - - N/F '4s AMID DEEM AND RANSOFRECORD. - � ---- - /c _ -� _ _ _ � FIREPLACE - - - _ 189.07 MICHAEL O'BRIEN 5. THIS RAN DOES NOT SHOWANY RECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. _ HOWEVER,THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. � (-S ° °�vS13'29'S3^Wv v v v r B. THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECTTO FIELD CONDITIONS,THE 12 I ._ ABILITY TO MAKE VISUAL OBSERVATIONS,DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER : 18MAPLE` `12MAPLE' // -- - 7Gp° / .. ;C CONDITIONS. —. / _- _ 1.%1'w" I 7. THE LOCATION ANDIOR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE < `.\\\\ �G _.10'REARYARD SETBACK 'j PLANS ARE BASED ON RECORDS OF VARIOUS UTILRY COMPANIES,AND WHEREVER POSSIBLE, / ! —-— — — — — — — — — — — — _ _ 'MEASUREMENTS TAKEN IN THE FIELD.THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING .{�L•� - 1 EXACT OR COMPLETE THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE / VERIFIED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION.THE CONTRACTOR MUST12MAPl ..\ RMIY EXCAVATION WORK THE' I /IATE UTILITY COMPANY ANY GOVERNING PE ..APPROPR-CONTACT THE \ J / 4 • E88- HOURS PRIOR TO ANY EXCAVATION WORK N TOWN AND DIGSAFE 1 � - PRENOVSLYUNALTEREDAREASTOREOVESTE%ACT FIELD LOCATION OF UTILITIES. B. THE PROPERTY IS LOCATED IN ZONE XAS SHOWN ON COMMUNITY PANEL NO,25XX1C05881,DATED - / - -' C"4•'� - 711 2014. - \ 18 LE' r 1 A"`�i•'7� G-Z 9. THE PROPERTY IS LOCATED IN AZONE II WELLHEAD PROTECTION AREA. • D • - .. '. -.. _- \ I rr�„•/ 14MAf�`E'_ .Y_.- ..��--._---.g9.-_- ." 1 :./ to C1 � �„F. - ." 10. REFERENCE PLANS.BA REGISTRY OF DEEDS - - - 1.)PLAN BOOK 80 PAGE 895HEET2 � ° I �+`/ �� .e5>_- _ -. -- \II / -_._-._/ _ / Im a-a o -2.)RAN BOOK B PAGE 119 r � - /�}'f7 ^ LOT INFORMATION: A'YN,AKA \ 12 N � \ SITE ADDRESS:57 RIDGEWOOD AVENUE \ \ Q+MAP 328 LOT:9i ' (..// \ I AREA 72 ACRES - EXISTING DWELLING 1. ' - I I 1 ////J_ 1 - - i PROPERTYOWNER: PATRICK I DEMKO,PO BOX 445,WEST YARMOUTH,W02673 -APPUCANT: HOUSING ASSISTANCE CORPORATION,O60 WEST MAIN ST.,HYANNIS,MA 0260E - (MULTI-FAMILY) -- I : // :- I I \ / \ S _ / - _ IC) .. ; / '99, I I I . k. - //// .._./ _ _ /MOUND OF ". -. NIN t /I 2y � �$oo .EXCAVATED / *Pd .. .. .. '. .' m S / MATERIAL .. // /'2a MAP 328 LEGEND: m LOT9z - GENERAL SYMBOLS ° $TEVEN BARBO Z EL99.68 z I EL.99.72 u BUILDING 1pBENCHMARK 11 �-1 1 .. v, 44 -:--- CONTOUR-MINOR 11�1 �. . ' e EXISTING TREE.. - \ .. - .. EL:99.57 I - - - w __--50---_ CONTOUR-MAJOR , I / / EL:99.73 / W - CURB 0 SEWERMANHOLE -� / I r. - 1 W � �j � � FENCE-WOOD , \ UP'7 I "z \- - I - I __ ____._-- _ / _ W v/ I O - -Y\. TREE LINE N WATER VALVE _ I i //- - Z co HYDRANT II -./ O lF- U) Z _ w�T urluTV PaE `\ I° \ - I.' _ I _ __-,---_ ..EL:100.08 I \\ �. �� \ - W s� cGQ O :. -Ri-P TEST PITS O > CONCRETE FOUNDATION uJ' XPROPERTY INFORMATION p MAIL 10'WALL THICKNESS I r9 •: \ Z �_. - O ABUTTING LOT -.� SIGN \ I I _/ - - \ - - TOF=1DO.20' \ (n ! _ Z - PROPERTY LOT,OR ROW - �\ ° - 1 EL:99.87 SETBACKLINE �\ I' •11 i =.EL:100.21 LL" W Co LEYLAN - 5 \ Uo 1 CypRUS - EXISTING DWELLING - UTILITIES - - 1 \ <EL:100.2B -" ( .. WINDBREAK (SINGLE-FAMILY). S S C G GAS LINE : - I v -•L MAPLOT 28 7, OHW OVERHEAD WIRE NtF _ r _ PATRICK DEMCO N j S SANITARYSEWER f31.100 SF Q 6-W WATER UNE -. - I. - / .�.,�• \ O} u N 0 - - TPS. / '-a STONE .N C N c DRVEWAY Q OOn v n 3 2 n MAP 327 N LOT 53 NIF _ - - RAF REAL ESTATE CD --i 20'FRONT YARD SETBACK. - \ 2C4 N / N - BTRIMINOUS 2 .. DRIVEWAY .� N n o'8 o /-"EL:99.80 \ N12"37'20-E - - " G, �_ - - G T-�G G G. 189.00' G - G G - _ _.._.....BTUMINOUS CONCRETE SIDEWALKG Gy G N c c r BITUMINOUS OONCRETESIDEWALK ENTRFNCED.A(TYP. / _- - y n a VERTICAL GRANITE CURB �16�tEL:9940 I 100---- ". O --I VERTICAL GRANITE CURS 61w 2"W 2'w 2^W 2"w 2^W 2"W 2"W 2"W 2"W 2"W 2"W 2-IN Rw " RIDGEWOOD AVENUE (40'RIGHT OF WAY WIDTI!]CL PERMITTING SET ONLY - S S S S S - S" S 5 S S S S S S S r� z F F- f BENCHMARK MH NOT FOR CONSTRUCTION W 8"W 8"w-NAG NAIL SET IN yy 8^V7 NV(N(N):88.06 8"w 8"W 8'W 6 w B W 8 w 8 1 v_ L� RIM:100.13' ' a GRAPHIC SCALE PAVEMENT INV OUT S):87.98' - 10 0 5 10 20 q0 AV 100.00' \®®I ( Projen Number. Shoot: 100=' EDGE OF PAVEMENT VEGETA UP 143/6 E TEDSTRIP DRMEWAv (TYP.) 17120 2 of 1.3 / NTRANCE J :p OHW UPC743/b OHW- W OHW OHW H - f^- O -OHW BITUMINOUSSIDEWALK - Sheet Nurtber. E (in feet) n 1 INCH=10 FEET BITUMINOUS DR 0IEWAV C - 2 m GENERAL CONSTRUCTION NOTES: COMPLETE FERMAN ENT STORMWATER MANAGEMENTAREA SEEDING AND PLANTING AFTER THE CONTRIBUTING AREATO THE BASIN TOSYSIEMTESIINO.NOTESRNOMALLEry®WTOgUTAFtvIOygLDFq FOREIGNMATELAL& _HAS REACHED A MINIMUM OF BO%STABILIZATION AND IS NO LONGER REQUIRED AS A CONSTRUCTION SEDIMENTATION BASIN. T. ppN(RACMRISMSPONS FOROOlI WnNGARESWKTESTANDDISNFE BONTESTOFA WATFRMAOIS THETESISAusT _ 1. ALLSUEWORK TOCOMPLETETHIS PROJECTASINDICATEDON THE DRAWINGS AND IN THE SPECIFICATIONS ISTHESOLE T, BEGIN CLEARING AND GRUBBING THE AREAS OF ROADWAYS AND STORMWATER MANAGEMENT AREAS.TOPSOIL IS TO BE STRIPPED WITNESSED BYTIEAPPROVED INSPECTOR opt H ENGPNmN,T}Q:CONmACTOR MUST PRWEEAMINIMUM OF48I1IX1RAAANCE NOTICE - RESPONSIBILITY OF THE CONTRACTOR. FROM THE AREA OF THE PROPOSED ROADWAYS AND STORMWATER MANAGEMENT AREAS AND STOCKPILED IN APPROVED TOTIELOCA-WATERDFPARTMEN74RORro THE PFESSMANDDFSINFECT10IN TESTS THE CONTRACTOR MUST PR VIDEAL NECESSARY - LEGEND: LOCATIONS.TOPSOIL STOCKPILES MUST BE PROTECTED BY A SEDIMENT BARRIER. - EQUIPMENT AND 04BWAS TO PROPERLYCOIDUCT THETESTS - 2: PROPOSED ON GTMDINGSIS EQU IMTH THE ENGINEER MDOWNER IF ANY DEVIATION OR ALTERATION OF THE WORK - - -- - - GENERAL SYMBOLS PROPOSED ON THESE DRAWINGS IS REQUIRED. _ B. INSTALL TEMPORARY CONVEYANCE DEVICES(SWALES,CMECK DAMS,PIPES,ETC.)AS NECESSARY TOLONVEV RUNOFF TO fl SLSTALIATO REMOVE ALL NECESSgR1'BLOAOFFS REQUIRED FQNTHIS PROJECT ATNOIXIRA COST TOTIE OWNFFL ENSURETREATMENTAREAS. R COLLECT ALL BACTERIOLOGICAL SAMPLES AND PAY FOR ALL RELATED LABORATORY FEES. 3. CONSTUTILIZERUCTION ALL PRECAUTIONS ANDS TH OSHA STAN DAR THE SALUDINGRETY HE INST PU ALLATION NO FTENNELAND FENCING MR FUCG .. - - SAF TY UCTION IN CONES.POLICE WITH OSHA STANDARDS INCLUDING THE INSTALLATION OF TEMPORARY FENCING BARRICADES, . 9. BEGIN ROUGH GRACING AREAS FOR ROADS,NMKING AND BUILDINGS.BRING ROUGH GRADING TO PROPER ELEVATIONS AS SOON BERM SAFETY LIGHTING,SRESPOSIBLE FOR DETAIL AND FOR COORDINATING TN THE LOCAL RSTAT POLICY.. AS PRACTICABLE.COORDINATE WDRKTOMINIMIZE TIME SOILS ARE UN-STABILIZED. ' 10.�MOMPONUPTODATEASBURTOMVANGBMID N01E5 M01CATINGTHEHORVDNTAI.ENGINEER PLLOCEPREPARTION OFFSCORDPLNS - - ' THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF POLICE DETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE � � ;, : CDA¢ONENTS INSTALL®,ASBURTDRAWINGSMDFOTES YI8IBE UIIL®BYIOE ENGINEER FORTME PREPARATION OF RECORD PLANS - BERM CUT - BENCHMARK .. NOOSES DEPARTMENT FOR ALL REQUIRED POLICE DETAIL - 10. BEGIN IMMEDIATELY TILITYCOAIR.RE LAC THE CONTRACTOR IEFREE N INSTALL THE UTILITIES IN THE SEQUENCEE UNDE C T C�777-TTTTTT77.I BUILDING _ 4. MAKEALLNECESSARYCONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS,PAY CONSTRUCTIOEPMODIR TEMM RYCO LIZEMYEROSICES, NROLCEVICESDIS NVR DDURINGTHEUNDEENTARDUTIIITV SEWER SYSTEM OPERATION I. - CONSTRUCTION.MODIFY TEMPORARY CONVEVMCEDEVICES,AS NECESSARY,TO CONVEY RUNOFF TO TREATMENT AREAS. - OCR BOUNDARY $' ALL FEES INCLUDING POLICE DETNLS AND POST ALL BONDS.IF NECESSARY,ASSOCIATEDWITHTHE SAME,AND COORDINATE WITH - CENTERLINE N _ - THEOWNERANDTHEENGINEER. 11. INSTALL DRAINGE PIPES.DRAINAGE MANHOLES,CATCH BASINS,AND UNDERGROUND DRAINAGE STRUCTURES.BEGINWORKAT 1. CLEANALLNE . INSTALLED LED FACILITIES,INCLUDING SEWER COLLECTION SYSTEM OF ALL FOREIGN MAT THIS SUCH AS DIRT AND T- -' -THESTORMWATERMANAGEMENTAREASMOPROGREWUP-GRADIENT.PROTECT DISCHARGE OUTLETS WITH RIP-RAP APRONS. MISCELLANEOUSR TO SYSTEM TESTING.TESTINGMUST BE WITNESSED AND INS 44 CONTOUR-MINOR 0 CONTROL POINT - O S. ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE.PRIORTOTHE THE STORMWATER MANAGEMENTAREMS)ANO DRAINAGE NETWORKARE TO BE PROTECTED FROM SEDIMENTATION UNTIL ALL TESTINGISq LOWEDWITHOUTREMOVALOFALLFOREIGNMATERIALS. SO CONTOUR-MAIOR > START CONSTRUCTION VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLK:TWITH ANY KNOWN.- UNSTABILIZED AREAS ARE STABILIZED WITH STONE SUBBASE OR VEGETATION.INSTALLSEDIMENT BARRIERS AT ALL POINTS OF - EXISTING SHRUB __ _ 2. CONDUCT A LEAKAGE TEST OF ALL SEWER MAINS.TEST MUST BE WITNESSED BY THE ENGINEER.THECONTRACTORMUSTPROVIDE EXISTINGOROTHERPROPMEDIMPROVEMENTS.IF ANY CONFLICTS ARE DISCOVERED,NOTIFYTHEOWNERANDTHEENGINEER ENTRY INTO THEDRMNAGE NETWORK TAKE PARTICULAR CARE TO PROTECT THE UNDERGROUND STRUCTURESFROMSEDIMENT. THE ENGINEER MTN A MINIMUM OF 4BHOURS ADVANCE NOTICE TO THE TIME OF THE PRESSURE TEST. - : CURB © PRIOR TO INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. - ' 12. PERMANENTLY SEED ALL DISTURBED AREAS OUTSIDE OF THE AREA TO BE PAVED. - CURBCUT ( EXISTING TREE 6. THE LOCATION AND/OR.ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS INDICATED ON THE DRAWINGS ARE BASED ON 3. TESTSEWER PI FES FOR LEAKGEWITH THE FOLLOWMNGPROCEDURE. RECORMOFVARIOUS UTILITYCOMPANIES,MDWHEREVERPOSSIBLE,MEASUREMENTSTAKENINTHEFIELD.THIS INFORMATION IS 13. UPON COMPLETION OF UNDERGROUND UTILITIES INSTALLATION,PLACE COMPACTED GRAVEL FOUNDATION AND ROUGH GRADE THE INTRODUCE LOW PRESSURE MR INTO THE SEAL LINE(MTN PNEUMATIC PLUGS)UNTIL THE INTERNAL AIR PRESSURE -' EDGE OF PAVEMENT m NOT TO BE RELIED UPON AS BEING EXACTORCOMPLETE.VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND ROADWAYS/PARKINGAREAS IN ACCORDANCE WITH THE SITE PLANSAND IN ACCORDANCEWITH APPLICABLE STATE AND LOCAL .. REACHES p,I GREATER THAN THE AVERAGE BACK PRESSURE OF MY GROUNDWATER THAT MAY BE OVER THE PIPE.. H EX ISTING SPOT GRADE m ALLOW AT LEAST2MINUTES FOR AIR PRESSURET03TABILIZE. - -O FENCE-CHAIN LINK EL:98,95 -4XF STRUCTURES INTHERELD PRIOR TO THE START OFCONSTRUCTION.'CONTGTTHEAPPROPRLATEUTILIWCOMPMY,ENV REGULATIONSASSOONASPOSSIBLE - - GOVERNING PERMITTING AUTHORITY IN THE TOWN,AND'DIGSAFE•(1A8B349-T233)AT LEAST THREE BUSINESS DAYS PRIOR TO ANY AFTERTHESTABILIZATION PERIOD(3.S psi MINIMUM PRESSURE IN THE PIPE),THE PORTION OF.PIPE TESTED ISACCEPTABLE IF _O 0 EXCAVATION WORK IN PREVIOUSLY UNALTEREDAREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES.THE CONTRACTOR MUST : 14. BEGIN ROAD AND PARKING CONSTRUCTION PER SITE PLANS AND IN ACCORDANCE WITH APPLICABLE STATE ANDLOCAI THETNEREQUIRED IN MINUTES FOR THE PRESSURE TO DECREASE FROM 3.5 TO 3 psi IS NOT LESS THAN 1.90 TIMES THE FENCE-WOOD EL85.00 SPOT GRADE RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND REPORT ANY DISCREPANCIES TO THE - REGULATIONS.ROADS NO PARKING AREAS ARE NOT TO BE PAVED UNTIL THE ENTIRE PERMANENT DRAINAGE SYSTEM HAS BEEN LENGTH OF PIPE BEING TESTED. ' ® LIMITOFWORK ENGINEER IMMEDIATELY.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURREDAS A RESULT OF UTILITIES_' INSTALLED ANDALL PIPE CONNECTIONS COMPLETE. O SEWER MANHOLE 4. VACUUM TEST ALL SEWER MANHOLES.TESTS MUST BE WITNESSED BY THE ENGINEER UNLESS THESEASONALGROUNDWATER S'x OMITTEDATIO OF ALLWOR INSTALLED AN EXISTING THE CONTRACTOR MUSTG CONSTRUCTION RECOROSPA THE LOCATION• - - GE - -- O w ANDELEVATION OF ALL WORK INSTALLEDANDE%ISTING UTILITIES FOUND DURING FOR THE PREPARATION OF THE 15. FINISH PERMANENT STABILIZATION.SWEEP ROADVNAV TOREMOVEALLSEDIMENTS.REPAIR DRAINAGE ANOBASINS _ PATHWAY LEVEL IS MORE THAN IO FEET FROM THE BOTTOM OF THE MANHOLE. � -- C C €� ASBUILT PLAN. AS REQUIRED.CLEAN AND FLUSH THE DRAINAGE STRUCTURES AND PIPES AT THE NO OF CONSTRUCTION AND REMOVE ALL 5. MANDREL MST ALL SEWER MAINS AFTER SO DAYS..TESTS MUST BE WITNESSED BY A TOWN REPRESENTATIVE OR THE ENGINEER. _ STONE Q ELECTRIC MANHOLE ^• o - ACCUMULATED SEDIMENTS WO IN THE STORMWATER MANAGEMENT AREAS.CONTRACTOR MUST INSPECT THE DRAINAGE NETWORK T. COORDINATEMDMAKEALLCONNECTIONMRMGEMENTSVIMUTILn-COMPANIES.GREQUIRED. AND REPAIR ANY DAMAGE IMMEDIATELY. ; EROSION&SEDIMENT CONTROL NOTES: _ SIDEWALK © TELEPHONE MANHOLE 8. THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE 18, COMPLETE ALL REMAINING PLANTING AND SEEDING. ; STORMWATER AREA', DURATIONOFTHEPROJECT.REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION - I. REFER TO THE STORMWATER AND POLLUTION PREVENTION PLAN(SWPPP)REGARDING ALL EROSION CONTROL MATTERS.MAINTAIN - OPERATIONSATNOCOSTTOTHEOWNER.THE CONTRACTOR SRESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF 1T. ENGINEER TO APPROVE THE REMOVAL OF ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES FOLLOWING ANORKINGCOW OF THESWPPP ONBRE AT ALL TIMES.FOLLOWTHE SWPPP PROTOCOL FOR SITE MAINTENANCE,INSPECTIONS '. Yl. TREELINE ® MANHOLE C e� •�m S UTILITIES.EXCAVATION REQUIRED IMTHINTHE PROXIMITYOF EXISTING UTILITY LINES MUST BE DONE BY HANG. VEGETATIVE ESTABLISHMENT OF ALL DISTURBEOMf:/S AND DETERMINE WHEN THE CONTRIBUTING AREA HASREACHEDAMINIMUM AND PROPER DOCUMENTATION UNTIL THE SITE HAS BEEN ACCEPTED BY THE OWNER.AT THE COMPLETION OF THE PROJECT THE WALL-RETAINING OF W%STABILIZATION. CONTRACTOR OR OWNER MUST FILE ANOTICE OF TERMINATION WITH NPOES.IN ACCORDANCE WITH WADIES REGULATIONS,THE -' ® TV BOX W>: 9. COORDINATE ALL TRENCHING WORK WITHIN ROADWAYS WITH THE PROPER LOCAL85TATE AGENCY.THE CONTRACTOR IS COMPLETED SWPPP MUST INCLUDE ALL OF THE SITE EROSION CONTROL DOCUMENTATION,WEEKLY EROSION INSPECTION RE PORTS WALL-STONE - RESPONSIBLEMRALLTRENCHSAFETYINCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THETRENCH WORK IFTHIS GENERAL GRADING AND DRAINAGE NOTES: COMPLETED BY THE DESIGNATED SITE PERSONNEL,ANDANV.OTHER PERTINENT SITE DOCUMENTATION MUST BE RETAINED FOR A Q�oa MR K IS REQUIRED TO OCCUR OUTSIDE THE GREED UPON HOURS OF OPERATION FOR THE FACILITY,THE CONTRACTOR MUST .. MINIMUM O_F3YEARS FROM THE DATE OF TERMINATION. VEGETATEDSWALE M® METER PIT q�m men w PLAN ACCORDINGLY:- - � - - � 1: ALLCUTMDFILL SLOPES SHALL BE3:10R FLATTER UNLESS OTHERWISE NOTED. � "�.,' yp`._� rc - - - 2. DESIGNATE THE SITE CONSTRUCTION FOREMAN AS THE ON-SITE PERSONNEL RESPONSIBLE FOR THE DAILY INSPECTION AND ••`' CONCRETE - td;^+� 10. SAWOUT ALL TRENCH WORKWUHIN EXISTING PAVEMENT AS INDICATED ON THE DRAWINGS.BGKFILL ANDCOMPACT TRENCH '• : .®-DRAIN MANHOLE 'S Oy4ao. WORK G INDICATED ON THE DRAWING AND IN THE SPECIFICATIONS. IFSETTLEMENTOCCURS DUE TO INADEQUATE COMPACTION, .2. EXISTING GRADE CONTOUR INTERVALS SHOWN ATI FOOT._ _ .. - MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND IMPLEMENTATION OF ALL NECESSARY MEASURES TO CONTROL. JJ J///T1 CROSSWAUQFAVEMENT O j Q�rom 9w G DETERMINED BY THE ENGINEER;WITHIN THE WARRANTY PERIOD.CONTRACTOR IS REQUIRED TO REMOVE.PATCH AND REPAVE : EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE. - L.l_./l1.11...1.LJ;- STRIPING ( =yay+R$ m ASERONECOMPLETE BYHE ENGINTHCYCLH - T - - 3. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT. @ BIORETENTION OUTLET _ 3. INSTALL ALL EROSION AND SEDIMENT CONTROL(ESL)MEASURES ASINDICATED ON DRAWINGS IN CONSULTATION WITH THE 11.'IMPORTONLV CLEAN MATERIAL.MATERIAL FROM AN EXISTING OR FORMER2IESITEG DEFINED SY THEMASSACHUSETTS;�- 4. ADJUSTMDIORCUT E%STING.PAVEMENT G NECESSARY TO ASSURE A SMOOTH AT AND CONTINUOUS GRGE. CONSERVATIONAGENT,AND ENGINEER BEFOREANVCONSTRUCTION ACTIVITIES BEGIN.INSPECT,MAINTAIN REPAIR AND REPLACE -- IMPORTGENCYPLANNIATER L.MATERIA NROM ANE ISTING - EROSION CONTROL MEASURES,AS NECESSARY,DURINGTHE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT.THE SITE PROPERTY INFORMATION RECHARGE BASIN 310 S. PROVIDE POSITNE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.IMMEDIATELYNOTIFYTHEENGINEERIF PERIMETER EROSION CONTROLS ARE THE DESIGNATED LIMIT OF WORK INFORM ALL PERSONNELWORKING ON THE PROJECT SITE _ POSITIVE DRAINAGE CANNOT BE PROVIDED. - - THAT NO CONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGHOUT THE CONSTRUCTION V 12. CONSTRIT ISTHEUCTION RTIONINLUDING SENCHONTRGTORONSANTO EUFSN ATDONSAMANT.RITICLONTROL COORDINATE WITH THE ARKS DURING - R 8' FLAREDENDOUTLET _ CONSTRUCTION INCLUDING BENCHMARK LOCATINSS ELEVATIONS AT CRITICAL AREAS.COORDINATE WITH THE ENGINEER THE PERIOD: - PROPERTY,LOT,OR ROW S. ART TALL IILDINGDOTHERWNEON THE DRAWINGS OR AND CHITEC NIF M CONCRETE FOUNDATION RN EAL OF OF W TONDATI BE PROVIDED _ LOCATION OF ALL CONTROL POINTS AND BENCHMARKS. �� - qT ALL BUILDING CORNERS..NOTIFY THE ENGINEER MDMCHITECTIF MY DEVIATION OR ALTERATION OF FOUNDATION REVEAL IS 4. MNNTNNA MINIMUM SURPLUS OF 100 FEET OF EROSION CONTROL BARRIER(SILT FENCE.STRAWBALE,B/OR SILT SOCK)ONSRE AT .- ® - Z 13. SRELAYOUTSURVEYREOUIRED FOR CONSTRUCTION MUST BE PROVIDED SY THE CONTRACTOR AND PERFORM EDBYA REQUIRED. - - ALL TIMES. _ SETBACKLINE : STONEAPRON MASSACHUSETTS'REGISTERED PROFESSIONAL LAN.SURVEYOR.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH T REFER TO ARCHITECTURAL PLAN AND SPECIFICATIONS FOR EARTHWORK AND COMPACTION REQUIREMENTS FOR ALL SLABS AND - UTILITIES THE SURVEYOR FOR ALL SITE SURVEVWORK S. PROVIDE THE CRUSHED TONE PAD.ASNTEDOND,TONGSTOSHEDDIRTFROMCONSTRUCTION VEHICLE TIRES.CLEAN .v INLET PROTECTION O _ W BUILDING FOUNDATIONS REPLACE THECRUSHED STONE PAD,AS NECESSMV,TO MNNTNNITS EFFECTNENE55. 14. MAINTAIN ALL GRGESTAKES SET BY THE SURVEYOR.GRADE STAKES ARE TO REMAINUMILA FINAL INSPECTION OF THE REM'HAS 8 PROPOSED ELEVATIONS ARE SHOWN TO FINISH PAVEMENT OR GRACE UNLESS NOTED OTHERWISE. 8. KEEP THE LIMIT OF CLEARING,GRADING AND DISTURBANCES TO A'MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. DRAINPIPE N WATERVALVE _: LL awn F- BEENCOMPLETEDBVTHEENGINEER.RESTMING OF PREVIOUSLY SURVEYED SITE FEATURES IS THE RESPONSIBILITY(INCLUDING - - PHASE THE SUE WORK INA MANNER TO MINIMIZE AREAS OF EXPOSED SOIL,IF TREESARE TO BE CUTON THE ENTIRE SITE.CLEAR 'LL r �/ - _ C0.5T)OF THE CONTRACTOR. 9. ALL EARTHWORK AND SITE PREPARATION MUST BE DONE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF ANY AND GRUB ONLY THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION.PROPERLY INSTALL THE SEDIMENTATION CONTROLS G GAS LINE - - - Lu W � O U)_ SUBSURFACE INVESTIGATION OR GEOTECHNICAL REPORTS PREPARED FOR THIS SITE. PRIOR TO BEGINNING Y LANDCLEARINGACTNRYAND/OR OTHER CONSTRUCTION RELATEDWORK N SEWER VALVE Z In T 15. UNLESS OTHERWISE INDICATED ON THE DRAWINGSMDIOR IN THE SPECIFICATIONS.ALL BITE CONSTRUCTION MATERIALS AND • - . AN GIW OVERHEAD WIRE' -- � = Z - METHODOLOGIES METO CONFORM TO THE MOST RECENT VERSION OF THE MXMMACH USETTS DEPARTMENT OF TRANSPORTATION 10 ALL DRAINAGE STIR UCTURES AND PIPES MUST BE CON N ECTED TO TN E DRAINAGE SYSTEM PRIOR TO TH E INSTALLATION OF ANY '7. MONFORLOCALWEATHERREPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHDOVING OR OTHER - Z W '^ U Z STANDARD SPECIFICATIONS(THE MAMAACHUSETTS HIGHWAY DEPARTMENT-STANDMDSPECIFICATIONS FOR HIGHWAYS AND S - SANITARY SEWER V BRIDGES,THE 2002 SUPPLEMENTAL SPECIFICATIONS,AND THE ZOOS STANDARD SPECIAL PROVISIONS) PAVEMENT.PAVING WILL NOT BE ALLOWED IF THE DRAINAGE SYSTEM FOR THE PROPOSED PAVED AREA IS NOT COMPLETELY AND :CONSTRUCTION ACTWUIESWHICH LEAVE LARGE DISTURBED AREAS UNSTgBILIZED.IFINCLEMENTWEATHERISPREDICTED,USE N OAS VALVE W C O - PROPERLY INSTALLED.THIS INCLUDES THE STABILIZATION OF ALL DISTURBED AREAS CONTRIBUTING TO THE DRAINAGE SYSTEMS BEST PROFESSIONAL JUDGEMENT AND GOOD CONSTRUCTION PRACTICES WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND FM SEWER FORCE MAIN CS G Z ��nY� AND ANY STORMWATER BASIN FLOORS AND SIDE SLOPES - - ENSURE THE NECESSARY EROSION CONTROL DEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM > VJ L 18. DROVIDEAIMENTA ON CONTAIN RVICEINACCORCH WO WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE.VIBRATION, : O CURB STOP . Q O L U) r DUST,SEDIMENTATION CONTAINMENT,AND TRENCH WORK - -. . -" - ANY IMPENDING WEATHER EVENTS. ERO UNDERGROUND ERO � � Lr {/QJ 17. COLLECT SOLID WAS TES AND STORE INA SECURED DUMPSTER.THEDUMPSTERMUST MEET ALL LOCAL AND STATE SOLIDWASTE STORMWATER FACILITY OPERATION&MAINTENANCE: 8. INSPECT EROSION AND SEDIMENT CON TROLDEVICESMDSTABILREDSLOPESONAWEEKLYBASISMOAFTEREACHRNNFALL UGE UNDERGROUND ELEC. QO CLEAN OUT U J MANAGEMENT REGULATIONS. - - - EVENT OF.25 INCH OR GREATER. REPAIR IDENTIFIED PROBLEMS WITHIN 24 HOURS TO ENSURE EROSION AND SEDIMENT CONTROLS W KI C N O) THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT FACILITIES AS AREINGOODWORNGORDER.RESET OR REPLACE MATERIALS AS REQUIRED. C CABLE LINE P PE STUB O > 1B. ALL AREAS TDISTUESEDUALTOTHEIRTRU ORIGINCONSTRUCTION THEIR CONDITION AFTERSTATE. TAKE CARE IS COMPLEPREVENT PER DAMAGE TO SHRUM,T LEAVE .OUTLINED BELOW UNTIL SUCH TIME THAT THE ROADWAYS AND ASSOCIATED UTILITIES ARE ACCEPTED BV THE OWNER AND THE O cl LL U � _ _ 9. SURROUND THE PERIMETER OF SOIL STOCKPILES WITH SILT SOCK,SILT FENCE, OF SILT FENCE T 'TELEPHONE LINE '� � _ � 0 W ALL ARI-AS NOT DISTURBED BY CANRAL FUTURE. E.WHIT NATURAL STATE. O NOT RE TO PREVENT F T FUTURES, EXISTING TREES, ENGINEER. WITH BTRAWBALE,G DETERMINED NECESSARY.. lJ.l OTHER LANDSCAPING ANDOR NATURAL FEATURES.WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES,EXISTING W WATERLINE _ _ � THRUST BLOCK.'� CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK - I, INSPECT AND RESTOREICLEAN ALL FACILITIES(INLETS,MANHOLES,INFILTRATION BASINS,ETC.)OF SEDIMENT AND DEBRIS PRIOR TO , 10. DISTURBED AREAS AND SLOPES MUST NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS THE _ ui O" Z Z O 19. CONSTRUCTALLWHEELCHAIRRAMPS INGCORMNCEWFTHMASSACHUSETTSHIGHWAVDEPARTMENTSTANDMDSPECIFICATIONS THE OWNERS ACCEPTANCE. .. �11 Z 0 INGTNE MINTER SEASON. PROVIDE HEO CONSTRUCTION I WITY IN THAT AREA ALL DISTURARILY OR PERMANENTLY ER ANNTLYC POSSIBLE - ® UTILITY BOX V i\f N AND CONSTRUCTION AND TRAFFIC STANDARD DETAILS(1995)DRAWING NUMBER 1OT.t0AND 107.2.0,CONSTRUCTRAMPSWITHAN 2. REMOVE AND DISPOSE ALL SEDIMENT AND DEBRIS TO A PRE-APPROVED LOCATION AS APPROVED BY THE TOWN. RUT FORCE TEPORAR THAN 14 DAEASHAYS RNGESLOPERELATE THAN YINTHA EROSIOPSTEMPORARILVORVEDEQUAL UNTIL I1 8%MAX SLOPE AND M CROSS SLOPE. REIN FORCE TEMPORARY AREAS HAVINGASLOPALES MAY THAN4:I WITH EROSIONERMINEDNETS APPROVED ID HEFIEL BY THE EROSION BSEDIMENT CONTROL - } V IY` : P SRESPROPERLY STABILIZED.TEMPORARYSWALEB MAY AISOBE REQUIRED IF DETERMINED NECESSARY IN THE FIELD BY THE N T 3. REFER TO THE STORMWATER POLLUTION PREVENTION S.MI WAINA MR ADDITIONALOFORMATIONPENSIMNGTOSTMES. ER ENGINEER. - - HYDRANT LL 1 4l 20. THAN I CUBICY PRICE SZE IN BASED YARD MEASUREFOR LEWEMDIOOT BE OESIDERE REMOVAL.LEDGE AND/OR BOULDERS LESS FACILITY OPERATION AND MAINTENANCE REQUIREMENTS.MAIMAINA WORKING COPY OF THE SVJPPP ON SITE ATALL TIMES. - THMICUBIOYARDINSQE BASED ON THE AVERAGE DIMENSIONS WWII NOT BE CONSIDERED PAYABLE ROCK PROVIDE UNIT PRICES It INSTALL A SILT SACK OR APPROVED EQUIVALENT IN EACH EXISTING CATCHBASIN RECEIVING RUNOFF FROM THE SITE.UPONTHE - STRAWMUE UP C FOR BOTH ON AND OFF SITE DISPOSAL.IF ADDITIONAL ALL MATERIAL IS REQUIRED INCLUDE THE COST OF ALL FILL MATERIAL 4..INSPECTAFTER EVERY MAJOR RAINFALL EVENT FOR THE ENTIRE DURATIONOF THE CONSTRUCTION PPOJECTAND THE FIRSTS -. QsO.�. UTILITY POLEWIGUY L MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND CONSTRUCTION. INSTALIATON OF EACH CATCH BASIN,INSTALL ASILT BACK OR APPROVED EQUIVALENT.INSPECT SILT SACKS,AFTER EACH g8g SILT FENCESTRAWBALE Lo 3 21. REGULARLY INSPECT THE PERIMETER OF THE PROPERTYTO CLEAN UPAND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT - _ SIGNIFlCANTSTORM EVENT AND REMOVEAND EMPTY AS NEEDED FOR THE DURATION OF THE CONSTRUCTION PERIOD. �UP1 LQ SF SILT FENCE UTILITY POLE o O LEAVES THE SITE PROMPTLY REMOVEALLOEMOLRION DEBRIS FROM THE SITE TORN PPPROVED DUMP SITE S. SPEGFlCMAINTENANCE REQUIRED WRING CONSTRUCTION AS FOLLOWS: 12. SMALL SEDIMENTATION BASINS MAY BE CONSTRUCTEDBE THRUCTEDONANASNEEDE S BASIS ITECOURACTOR.IN CONSULTATION IN THE CAPTURE F N 22. ALL TRUCKS LEAVING THE SITE MUST BE COVERED. A ORAINAGEBTRUCTLNESBNLETB MANHOLESBCATCHMWS):ALL DRAINAGE STRUCTURES MULL BE INSPECTED ANNUALLY OF SITE RUNOFFMDSEDIMENT.&WILL BE THERESPONSIBILITY OF THESITECONTRACTOR,IN CONSULTATION WITH THE SS SILTSOCK - w - 'C TO MONITOR FOR PR OPEROPERATION,COLLECTION OF LITTER OR TRASH,AND STRUCTURAL DETERIORATION.THE BASINS ENGINEER,TO SIZE AND CREATE THESE BASINS IN APPROPRIATE LOCATIONS. O GUY, g C 23. DONOTWASHANVCONCRETETRUCKSONSITE.-REMOVE BY HAND MY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED WILL BE CLEANED OF SEDIMENT(INCLUDING SUMPS)AS NECESSARY,AND REPAIRED WHEN REQUIRED. 13. CONTAIN ALLSEDIMENTONSITE.SWEEPALLEXITSFROMTHESITE G NECESBARYINLLUDINGANYSEDIMENT TRACKING.SWEEP - - T AREA {2 LIGHT POST B. SEDIMENT FOREBAY:INSPECT TO ENSURE PROPER FUNCTIONING.REMOVE SEDIMENT BUILO-W ON THE FLOOR OF THE PAVED AREAS AS NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS ACCUMULATED DURING SITE CONSTRUCTION. _ 24. BU RIAL OF ANY STUMPS,SOLID DEBRIS.AND/OR STONESIMULDERSONSITEISPROHIBITED.DO NOT USE ROADSALT OR OTHER - FOREBAY AND PROPERLY DISPOSE OF ONCE EVERY FIVE TO SEVEN YEARS.OR MORE OFTEN AS NECESSARY TO LIMIT 14, REMOVE ACCUMULATED SEDIMENT FROM ALL TEAIPORARV PRACTICES AN DISPOSE OF IN APRE-APPROVED LOCATION. LT - DE-ICING CHEMICALS ON THE ACCESS ROADWAY. - - SEDIMENT BUILDUP TO LESS THAN SO PERCENT OF THE DESIGN VOLUME. - - - .. *P TEST PIT , Q 25. ATTHE END OF CONSTRUCTION,RE MOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE(AS INDICATED IN - 15, PROVIDE ON SITE OR MAKE READILY AVAILABLE THE NECESSARY EOUIPMENT AND SITE PERSONNEL DURING CONSTRUCTION HOURS _ FORTHEDURATION OF THE PROJECT TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICESARE PROPERLY MAILBOX 0 THE SPECIFICATIONS].PERFORMDRAT IS FROM THE INSPECTION OF THE WORK PERIMETER.COLLECT AND REMOVE ALL MATERIALS AND C. 24MMRBJOREMWIONPRECPITTEMS ONOT.GENE MAHUINSPECTAF OF ORETETORM VENTS SYSTEMREATERS FALLS UN RLAL TO NCSCME I-YEAR, DURING _ O 0 - THE CONEDANDR MUST C NTINUE TO MDRESPoNS PERSONNEL MANNER.IF IS SUSPENDED READIL AVA-TE TMONTHS BLOWN OR WATER CARRIED DEBRIS FROM THE SITE: PRACTICES. MONITOR EPLAN GENERAL BED FOR PROPER PHL EOSION,ANDAEATION.REPLACE lANDSCA-AN M O PRACTICES.MOMTORTHEPLL-EST SSHIEDDFOR PR SEVERELY DISUSED PLANTS ANN.REPLACEMULCHBIMNNLWLLY, THECONYMAINT N AN CONTINUELEROSIIN AN 0 SEDIMENTATION EQUIPMENT ERHEES IN ATMEREGILYSPONSIBL MAN 'y R �+ . - - AND REMOVE AND REPIACEILL-ESTABLISHED;DEG OR SEVERELY DISEASED PLANTS pNNWLLV:-REMOVE SEDIMENT PROPERLY MAINTAIN AND REPAIR ALL EROSION MDSEDIMENTATION CONTROL DEVICES IN ATIMELV AND RESPONSIBLE MANNER D� SIGN CO y N d GENERAL DEMOLITION NOTES:. - - • BUILOLP FROM THE PEA GRAVEL DIAPHRAGM AS NEEDED.AND THE DIAPHRAGM WHEN NECESSARY. m ^ 0O - 18. PRIOR TO THE INSTALLATION OF FILTER FABRIC AND MEDIA WITHIN THE BIORETENTION AREAS.REMOVE AND PROPERLY DISPOSE i ��o THIS PLAN SET DOES NOT INCLUDE DETAILS&SPECIFICATIONS FOR ALL DEMOLITION WORK REQUIRED WITHIN THE PROPOSED D. GRASS MALES:PERFORM A GENERAL INSPECTION AFTER STORM EVENTS GREATER THAN OR EQUAL TO THE I-YEAR, OF SEDIMENT ACCUMULATED IN ANY PARTIALLY CONSTRUCTED OR TEMPORARY BIORETENTIONIDRAINGE AREA USED FOR ` HANDICAPSYMBOL- " C - CONSTRUCTIONUMITS.IT IS THE CONTRACTORS RESPONSIBILITYTOCOORDINATEWRH THEOWNER,PROJECTARCHRECT, 2-IOURPRECINTATIONEVENT,OR MORE FREOUENTLYAS NEEDED.MAINTENANCECONSISTSOFREMOVALOFANYTRASH SEDIMENT CONTROL DURING CONSTRUCTION.PROVIDE A SURFACE ELEVATION AT A MINIMUM 1-FOOT ABOVE THE BOTTOM OF SR EL3 E m n MECHANICAL ENGINEERS AND OTHER PROJECT ENGINEERS INVOLVED WFTH THE PROPOSED NEWCONSTRUCTION TO DEVELOP A MDIOR DEBRIS FROM THE BOTTOM OF THE SWALE,REMOVAL OF SEDIMENT WITHIN THE SWALE WHEN BUILDUP IS MEOMELEVATIONIMSHOWN INTHE BIORETENTION SCHEDULE FOR PARTIALLYCONSTRUCTED MORETENTION AREAS.THIS 'TO NUMBER OF PARKING SPACES � SUITABLE DEMOLITION PLAN,WHICH WILL ALLOW THE FACILITIES TO REMAIN IN OPERATION DURING THE ENTIRETY OF CONSTRUCTION. GREATER THAN OR EQUAL IMOF THE DESIGN DEPTH,MOWING THE GRASSAT LEAST FOUR TIMESAYEAR TOA HEIGHTOF ALLOWS FOR MOVER-DIGOF THE COLLECTED SEDIMENT FROM WITHIN THE BIORETENTION AREA PRIOR TO MEDINFABRIC' O 0 4S INCHES DURING THE GROWING SEASON,CORRECTING ANY EROSION GULLYING,AND RESEEDING.AS NECESSARY. INSTALLATION Q 1. UNLESS OTHERWISE NOTED,THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION,DEMOLITION,REMOVAL AND DISPOSAL,IN A DISPOSE SEDIMENT OFFSITE IN A PRE-APPROVED LOCATION. - j VEHICLEORCULATION _ LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES,OF ALL EXISTING SITE ELEMENTS AND STRUCTURES INCLUDING,BUT NOT , 17. CONTROL DUST BY WATERING OR OTHER APPROVED METHODS AS NECESSARY,OR AS:DIRECTED BYTHEENGINEER. C> -LIMITED TO,BUILDINGS.ROADWAYS.PARKING AREAS;PARKING ISLANDS,BITUMINOUS CONCRETE,CEMENT CONCRETE,GRAVEL, 18.E. ROUTINE MAINTENANCE:OTHER ROUTINE MAINTENANCE INCLUDES THE REMOVAL OF TRASH AND LITTER FROM PAVED AND THE CONTRACTOR IS RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER , N CURBS,WALKWAYS,SIDEWALKS BERMS,FENCES.BOLLARDS,POSTS,PLANTING BEDS,TREES,SHRUBS UTILITIES.DRAINAGE FACILITIES INSTALLED OR AFFECTED BY THE PROJECT.REMOVE SEDIMENT OR DEBRIS COLLECTED WITHIN THESE FACILITIES FROM, STRUCTURE AND ALL OTHER STRUCTURES SHOWN AND NOT SHOWN WITHIN CONSTRUCTION LIMITS,AND MERE NEEDED,TO PERIMETERAREIS.ANDPARKINGLOT SWEEPING PRIOR TO PLACEMENT OF FINISHED PAVEMENTCOURSE&UPON THE PROTECT WORN PRIOR TO THE OWNER'S ACCEPTANCE. h AL LOWFORNEWCONSTRULTION.ALL FACILITIES TO BE REMOVED ME TO BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO COMPLETION OF CONSTRUCTION. AFTER THE SPRING THAWTO AVOID EXCESSIVE ACCUMULATION-SEDIMENT IN THE - GRADE WITH SVITAGLECOMPACTED FILL MATERIAL PER SPECIFICATIONS. DRAINAGE SYSTEM.INSPECT THE PIPES DRAINING THE PROJECT FOR PROPER FLOW. - � - SOIL TEST PIT DATA 2. REMOVE ALL DEBRIS FROM THE SITE AND DISPOSE OF THE DEBRIS IN A PROPER AND LEGAL MANNER. - - - C - - WATER&SEWER INSTALLATION NOTES _ - �xExp�SO 1. 'E, - 13N 3. .OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. - 1.I INSTALL SEVIENANID WATERMAPISACCOROPNGTOTIVE FOLLKTNONG GUMUNESTO PREVENT FREEZING OFl11EMANOF25EWER i v TP-1 v TIV - CL 4. COORDINATEOATHNIES CONCERNING MINI ORTIONS S THE WORK MICPRIOR TO THE MOVALM PERFOIOR RMED OCATION OF UTILITY COMPANY DINATEWITH - FHEUTILICHMETANIESCDTOTHINGPORTIONSOFTHEWORKWVHICVICES. PERFORMEDBYTHEUTILITYCOMPMYMDANY MIME -U- O` O UTILITY TYPE MIN.COVER OVER MIN.HORIZONTAL DIST.TO � _ FEESWNICHARETO BE PNDTOTHEUTILITY COMPMYFOR THEIR SERVICES.THECONTRACTOR IS RESPONSIBLE FOR PAVINGALL �OyNm Uwam s•,rm r d FEES MDCHMGES: TOP OF PIPE DRAIN STRUCTURE tmA 2rs IrcRm C SANITARY FORCE MAIN 5' = 5. REFER TO MECHANICAL AND UTILITY PLANS AND SPECIFICATIONS FOR ALL WORK WHICH REQUIRES UTILITIES TO BE REMOVED, NmIUMFlNE mu- RELOCATEORABANDONEDANDLEFTINPLACE. : GRAVITY SEWER 4' 2' - Iovnx - .0 8. PROVIDE NOTICE TO ALL UTILITYCOMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL UTILITY WATER MAIN. 5' 2' u sz u 3Y az.e LINES,AS REQUIRED,BEFORE PROCEEDINGWITH.THEWORK _ MmIWDM E Nm LINE HMO NE " CO 5- r T. MAINTNNCONTINUOUSACCESSANDOPERATION FOR SURROUNDING FACILITIES,AS DEEMED BY THE OWNER,AT ALL TIMES DURING Z SEPA�RATUTIdJ TOIT PRE SARy FORCE TRUCSILRAESS ccol)JAN TER MAJINS. �IPS'�Tq C DSpE°.CI�FIED°FBQWWAE R SHON/N ON pIgNSSWHERE SOILHORQOMPL ' fla ap• av r� _ a DEMOLITION OF THE EXISTING FACILITIES MFDIU_E MFL N MFLNE NE - N` S INA MN:TTHICKPOLWRET ENBLAATIONWRMP✓CJAGETFIACEDARWT� "EMDESIGNERAPPROVEDEpU.I pyNo ReOlstn(wn: 8. PRIOR TO DEMOLITION OCCURRING,ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. +�� - N 4. WATERANDSEWENSEPARATIONISTYPICALLYIOFEETMPIIMLIMHOFUZMTALAND184NCE.SVFHNCALWNNSEWEtM MBELDWTHE +g Ip wATER 2i• +g Now TFA # +g X- BASIC CONSTRUCTION SEQUENCE: - WATERMABS(SEE DETAfl}IF SRECONOf110KS REQIARE LESSTIQTN NSTALL URUBE9 as INONAIED OHI DETABS rNmM1MRo-®IyRa®Iy VpNO rTLNG®ee• No uornNci °1 N THE FOLLOWING CONSTRUCTION SEQUENCE IS TO BE USED AS AGENERAL GUIDELINE.COORDINATE WITH THE OWNER,ENGINEERS,AND WATER SYSTEM INSTALLATION NOTES: C LANDSCAPE MCHRECTS AND SUBIRAPROPOSED CONSTRUCTION SEQUENCE FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION. d 1. CONSTRULTTIEWATERMA FTSAppLIRTENONCENACCOFMANCEWTDITHELOCALWATERDEPARRAFNBSAMARDSM �D P rJEOIIwFmE 1. SURVEY AND STAKE THE PROPOSED LIMIT OF DISTURBANCE AND LIMIT OFSEDIMENTATION BARRIERS. SPEDFICAMNSAND PAYFORALLABBOCIATED FEES AS REQUIRED BYTHEWATER DEPARTMENT. � 11yy�� R � r 2. PLACE SEDIMENTATION BARRIERS(STRAWBALES,SILT SOCK,SILT FENCE,ETC.)AS INDICATED ON DRAWINGS AND STAKED OUT IN Z. ALLpROPCSEDWATERMAM44MCESMIDGREATERPIDIAMEIERARE OUCRLE OtONCVSS BL ONLYUSE HDPE ONASINDICATEDON - THEFIELD.UNDER NO CIRCUMSTANCES IS THE LIMIT OFWORK TO EXTEND BEYOND THE SEDIMENTATION BARRIERS/LIMITOF DRAWIN(SORASAPPP DBYTHEENGINEER - Nm WFu� a DISTURBANCE AS INDICATED ON DRAWINGS AS APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION IDEA. rr. - - C/V//!YA � �J B SUPPLYTWOCDPIESOF SWORN CERRFICAOESTOPROVE THATALL PRESAND FTTTINGSARE INSPECTEDANDMSOEDAS REQUIREDBYTHE 'Z/Y/// a 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES IN LOCATIONS INDICATE.ON DRAWINGS.NOOTHERENTRANCESARETOBE STAIIDARDSPECIFMMNSTOV MTHEMTERWLISMANUFACTUFED, 2a mlwF ^ USED TO GAIN ACCESS TO THE SITE BY ANY CONSTRUCTION OR DELIVERY VEHICLES. N sNND ONE uuslNE Profed Number. [1-1: 4. GAMVALVE3MUELFR(AZf80SMES),C (AM'ASTANd C5WSERIESIAMERCANDAALNG(MSIUENTW'FDGPORAPPROVED om tovnW 4. BEGIN CLEARING THE SITE AS REQUIRED. EOLIA- _ IN, T T2' � 17120 3 of 13 5. SURVEY AN D STAKE CEN TERLIN E OF THE PROPOSED ROADS.STORMWATER MANAGEMENT AREAS,AN D DRAT NAGE LIEN ES. fl RIWDEGATEVALVE MALLFttDMNTBRAgCHES MIDWATTA MAN.TIE GOTEVALVE TOTURNTOTHE P"R`70 OPEN(ODCKMSEL ALL t fle PERMITTING SET ONLY 0 BOLTSAND NUTS MUST BEWhT PR00F STELE. Iar t4 +u E SM1aet Number. E 8 NECESSAREXCAVATE AND TO CONTROL SITERUNOFFFANDDSEDIMENTS..TEMPORARIDE THE PROPOSED STORMWATER LYSEEDEDENT PERMANENT AND ANY 50RMWATERMANGEM91014�TEMPORARY ENTIAREAS. B OEMALLtEWLYRLSTAU.DWATERSYSTEICOKMNEMSOFALLFOREIGNMATERIASSUCHASDORAIIDMLSCf31N1Ed15DEBRISMDR �xT00IU�AFu�SLL OREI a NOT FOR CONSTRUCTION H C -3 CU 'v VARIES-SEE SITE PLAN - 1'U-CLEARANCE —{I 'BRICK - (50'MIN.) ARO OFDTREIESINES µ M — '-EL:9959/ I -- /' _ I� _ 189.02' - FIREPLACE - R"TOSUIT(15 MIN.,25TYP.) IF SNOW FENCE l _ A - - InAfl. „. v°TIP.' i,_ ( g / BF1�e Saco S13°29'53"W r�F :. :. I p@yp y:II 'ktlGq�+�� sa STANDARD yt- A / Y yIF <'-0' �k;(•h l' �I 'f tEa, STEEL POST � 1 I7y, 7 8 ��qF, a II `2MAPI£ Ip IGM1 I 16M1IAPlE' _ \'"l.�%/ //.GRADE . _...-___--_--.� SS - _ ra'MIN. 10'x 10'CONCRETE "rZ / SS SS SS p z I f /{l '•L l, 3 iF .. .. I j ^�. WASH-OUT AREA 12 ,Y"- -�+ LE'_ m EVERGREENTREE _ >. I .. 1 .// TREE TO BE ... �/' y °� IB 7/ .> REMOVED.TYP. 1 1 � y 99 CONSTRUCTION STAGING " / . PLAN VIEW .- / // 12�K" // AND STOCKPILE AREA UPON BRUSH D / EXCAVATED MATERIAL 70 E TREE REM /.. tr WASHED CRUSHED STONE AGGREGATE 1'-0'CIEARANCE SN�N LL // 18Gh RY" II I I \ I $'/ 1\\\// REMOVED OFF SITE.IF 8 L ON OF B ETIOVAL. ASTM DESIGNATION G33,SIZE NO.2 _ FENCE y / y I 1 / / 7 \ SUITABLE FILL MATERIAL, -y COMPL AROUND DR 1I _ (t.t?T02.t2')_- OF TREES '� I / C� y .. .:. : .. s-0'srANOARD \ S PILE /, I .I _/ RELOCATE TO STOCK �/��`/ ;✓f �/\ ^•11 Ifl P I 7 y fl l fl P STEEL \) I - � *Pl as MOUNDOF /EA 'Z(1 // // EXCAVATED `"'i / I •Q o$ GRAD F ! E.a / / MATERIAL \ Z1 m m 3 m i // r rl c�� M /' e ri DECIDUOUSTREE; 1, ROCK ENTRANCE(S)TO REMAIN UNTIL NOTES: _ - - / T ROADWAY SUBGRADE NOT NSTALLATION OF PAVEMENTSUB-SASE IS 1. FENCING SHALL BEORANGE RESINETSM60 BARRIER FENCESNOW FENCE OR APPROVED I \\ I - •EL:99.72� EL -68 PREPARATION - - EDUIVALENT. - \ :I V TO BEGIN. BBjjuu11AAPP (BB%COMPACTION) _2. SEE SITE PLANFOR LOCATION& - 2. POSTSHALLBE HOT ROLLED RAIL STEELANDFORMED INTO AHE DIMENSIONSE A POSTSEC N, ACTUALLY DIMENSIONS - APPROXIMATELYI]/16'X 13I16'X'1/B'XB'(51%FEET)LONG:THE POST SHALL BE PAINTEDGREE R - I �/ 0 '. - GALVANIZED. / I EL:99:57 ( .. .. / .. SECTION A-A - 3.-THE FENCING SHALL REMAIN IN PLACE UNTIL ALL EXCAVATION HAS BEEN COMPLETED AND THE O / - - I - - E1:99.73' R 8 D EXISTING / Z SURFACE HAS BEEN RE-ESTABLISHED - /- 18 FOUNDATION: - - STONE CONSTRUCTION ENTRANCE - TREE PROTECTION uFLLI /^\, \ __ BIORETENTION - II- __-_------ _ (--• NOT TO SCALE :. .. .. NOT.TO SCALE AREA TO BE - 1 v/ 0 . STAKED OFF AND - // _ .. �o O F- U) t / PROTECTED FROM _ __ - .• .- HIRESORANGE r.r --VEHICLE TRAFFIC / _ - --- - / - w ~ w O' STAKE ON IS CONSTRUCTION - — -LINEAL SPACING FENCE. SWWEEN - o�`\ "' BRUSH VEGETATION - - - -- _-"EL:100-08 I - Z (J,J U TO BE REMOVED. SILT SOCK \\ \w\ C ' 'Q^ Q warER AREA To Be AREATO BE - I �" \ / CONCRETE FOUNDATION -" FLOW PROTECTED PROTECTED - .. WURKAREA .. .. \\ _ 10"WA1570 SFLL _ ' '.\_ y 0 Q C) TOF=10020' / O c / m WORK SEDIMENT SILT SOCK: _ _ - EL:99.87 \� LL W 3 AREA D 1r: - - - _ v \ TREE PROTECTION. - - 1 W U I " 1 TYP. - EL 100 / \ CONSTRUCTION - .: Q' Z 21 o PLAN VIEW SECTION .. o I\ y ENTRANCE. _ _: I _ _ �/ Z NOTES: I 1 \ xEL:1OO28 - CYPRUS n 1. ALL MATEROCK IAL OMMEET ER TO MANUFAC SILT TURERS GINEER APPROVED EQUAL. - I \ \ WINDBREAK �/ 2 w 2. ALLMATERUIL TSOCKT MAN UFACTUREH'SSPECIFICATK)NS. N 3. MANUFNTSILTSOCKTOBEFILLED WITH LEAF COMPOST AND/OR WOODY MULCH PER I /^` \ - C MANUFACTURER'SRUCTI NAND S. - : _ _ _ ' / MAP 328 <. ORFONGCODISPERSED N SITE,ION AND SITE BY THE ENGINEER, COMPOST MATERIAL TO BE REMOVED �/ 8 e, LOT 91. y-1"O-P3 OR DISPERSED ON SITE,AS APPROVED BY THE ENGINEER. - I i p b_. N/F ' p p PATRICK DEMCO ±31,100 SF c - SEDIMENT o ��la�SOCK /I gF p - -/ SERVICE LINE PER _ ', \ z ca - _ - /. p / WATER DEFT. ^.( STONE DRIVEWAY J 4'.WOO N STAKE / p p / U j NOTES: // /_• p - N / N_Q 1. FENCEFABRICTOBE 3 INCHES WDE MINIMUM .. - /-� 89 y - w AND TO BE SECURELY FASTENED TO O BEANPOLES.W MIN OF FABRIC TO BE BELOW - ( y N O GROUND SURFACE(BACKFlLLED OR TOE-ED - SUPPORT NET - -\ ( p _ _ N 3 INTO GROUND). �/ /.F•�'1 Q O c o b On V 30' SILT FENCE - _-' p p / - II :. I W4r LL C r •• 'Q—.. C.. EXPOSED - -, BACKFILL , ._____ (.. : .. Cl 3 FLOW p 0 p --�/ 1 $ O O o m \- p �' CONSTRUCTION STAGING U s .\. j AND STOCKPILE AREA FOR 1G MIN - p / TREE/BRUSH,AND = BELow o \ p A / FOUNDATION REMOVAL - o ` GIxoUND : BIORETENTIDN r BEa s SE M NT AREA TO BE % LADEN RUNOFF BITUMINOUS STAKED OFF AND - p - / -/ p - I� - DnrvEwAY PROTECTED FROM - - O SECTIONS UNDISTURBED VEHICLE TRAFFIC I p p - \ \ / - / Ly SOIL .. ;.�- / p \ .. - 1 y secrloNa p MB145 SF I p 'p .0 -SF SF \ N12°3T20"E giOl«':i Ur` - 'p G G. 189.00' G -G G- ...._. ._...G- "_. G �/ O_ TOP VIEW �' -_-� 'M DRIVEWAY C' / "100� - BITUMINOUS CONCRETE SIDO-1 Zq on ` ENTRANCE(TmJ ..-.. 100 VERTICAL GRANITE CURB a m COUPLER 2"W 2"W // 2"W 2"W - 2°W 2"W r W g T t m m B A —6"W 2"W 2"W rW N = 3 moO g c RII)GEWOOD AVENUE (� (4Y RIGHT OF WAY WIDTR) / ReBistmuon: w / s s -s S s /5 S s s S S s m SECTION A SECTION B - - BENCHMARK /' SMH c WW 6 W 6•W_MAG NAIL SET INW 6"W 6"W 6°W 6"W 8"W B"W RIM:100.13' PAVEMENT I RI IN 0188.08' -� EL:100.00' INV OUT(S):87.9( I \`100_ EDGE OF PAVEMENT DRIVEWAY/ r _ / -- - ENTRANCEI ETATED STRIP(TYP. UP 143/6 (TW VEG a W ---vazt=dTS5 CHw oHw a GRAPHIC SCALE Ro etl Number. snaal: 10 0 5 10 20 40 - PERMITTING SET ONLY 17120 4 of 13 . JOINING SECTIONS OF FENCE NOT FOR CONSTRUCTION SM1eet Number. E EROSION/SILTATION CONTROL FENCE (in feet) rn NOTTOSCALE 1 INCH=10 FEET C -4 m EXISTING _ EXISTING DWELLING \ - � WELLING � `" ACCESSORY-- .. (SINGLE-FAMILY) (SINGLE-FAMILY) STRUCTURE' \\\EXISTING DWELLING �\\LocKTION F;!M GIS OATH\.\ \ LOCATON FROM GIS DATA \ ---LOCATON FROM GIS Dg7A LOCATION FROM GISDATA \ EXISTING DWELLING (SINGLE-FAMILY) - .. LOCATION FROM GIS DATA - :. - - LIMIT OF WORK AREA .. $ . �p o— u .71 9.02' i 1 -. .. 1 MAPLe16MAPLP-..� .. �,?,,,_,) ZONING REGULATORY REQUIREMENTS — Jft ...b - eliminate curb at .. _�. - "?'PI ------ ®I®i®I1 I a 14.5 �'DISTRICTS _ +. the dum star d VEITEMS - -- Barnstable :10'REAR YARD SETBACK 12p CONCRETE PAD FOR BULKHEAD,TYP- Single Family Residential dlstnct If LL ZONWG DISTRICT:SF YI a DUMPSTER ENCLOSURE ( - - - - : - OVERLAY DISTRICT:Groundwater Protection 8 Well Protection _ 12.a - Eliminate curb at dumpster I _ n ` /DE K// a ECK i - REQUIRED EXISTING PROVIDED pad "- - o n.e-�--! Rap RS.v - -- - - - -- -- - - '.� PROPERTY USE: Single Family Single Family _.multi-family C D D a ///// a///// /// / e \ CONC.CURB CONO C - '� _ _ - %BUILDING LOT S RAGE 31,097 ,0 7. 31 097 URB �, _..:- - LOT SIZE AND o. COV Change concrete curb to cape Sj �' I 20,Doo cod berm as shown —.__..__ I< ___.._ _ 50% 5% 44% _.. _... - 24.D _._..._ BUILDING"C E $' c 2STORIES : 7J NSM MINIMUM TfRONTAGE(feel): -100 189 IS 0 0 _ I DIME l�1., - - - - - — — - 1-BEDROOM UNIT 1-BEDROOM UNIT 1-BEDROOM UNIT F : -m FRONT YARD SETBACK(feet): 20 56 20 to PORCH Change concrete Walks to W TREE PROTECTION,TYP. I REAR YARD SETBACK(feet): 70 68 20.1 to BLDG d p m c u asphalt .. .. ;�_ p p — U - concrete eUfb 10 -' I� _ -_. SIDE SETBACK feel: 10 318 _.- to BLD e n cod berm.concrete pricing both -w o, remain at sidewalk - DWG HEIGHT(feet): 2 y y $ ire9 0 li - I SID 3 7 18.3 G _ UILPARKINGSPACES: :PARKING B Adjustment to roof drainage I °�`'°n3 <" \ 38 NA - U 2(ITWINOdK' 1.5 Parking spaces per dwe9ing unit•1 - r. and bio as shown, �\ °I � .� ,Ic _1a' .- 57:2 -\�✓�/ �. req'd wsilor space per 10 required spazea 13 -NA 13 �I _ - - HANDICAPPED SPACES: 1 NA 1 - BITUMINOUS PARKING - m es m �- - p 13 SPACES ROOFED PORCH. ROOFED PORCH -.ROOFED PORCH ,MA ROOFED More thabYS spaces but not more then - Z Elimination of trees and 0I — -- -------- _ _ 1., L, - I MAPLd" .. 25:one parking space (n shrubs as shown / I MINIMUM PARKING DIMENSIONS 9'a 18' NA 9'x 18' D .. I o 6 _ I LANDSCAPE �. O - m I 0 change to asphalt. . c "walk :. MP 1 Cg I lots containing nin PARKING PER 0 omora D ea 2 5.1 existing: _ w Use of evergreen"shrubs V$.. '� I ------...--- ----- ----...-----.. -- .. .. .. _ / must beproNdedwithplantingsas _ _ Lu Lu NA .. .. m : HC RAMP,TYPE 1 n "\ follows.A minimum of 1 tree Per 8 Z (n m I' I t, - �� - 'spaces __-. .: Z w V Z evergreen trees for screening \ I - 4. <. ,. I OTHER w uJ � Q 4 -. :- _.— .--:___ - _ - .. SUFFERS: Z J ULS. /,f•>7�-T _ (Perimeter green space of not Is ss than Iv t0' NA 10' Q Q H w Create berm along property n (2MAP Sp/ Q \wr T4 INLET FLUME.TYPF � d Change tDashpalt' a I u �� _ - - - w edge to increase planting. _- la3 - p ui height*-If site fill Is avallbale. I 31'T , , \ \ O w W a � • I w z r O ..1-BEDROOM UNfil Q 0IO ARFJt 1 ( 2-BEDROOM UNR U m'o LANDSCAPED p pEXISTING DWELLING COURTYARD V a j A BUILDING"Bf' .(SINGLE-FAMILY)FE co2 STORIESO " . 1-BEDROOM UNITILDING"A �;•o2STORIES `. ' Z 2-BEDROOM UNIT o \ 11SSlff 1P3 LL C _ lR 2 �U'-. U ug' STONE - o u ✓ T - m �,D\ O � 2 - OGRAVE U p .o;- � _ O L to€ x o U PARKING K =U c � .�""Z^'1 do -.___ � o 1-BEDROOM UNIT . � �; IAREA "\\ - - TREE PROTECTION:TYP.. I / \ ` 31.7' --__ O - I ; \�� i`LL TP 2 0 1 9.3' 2U FRONT YARD SETBACK _— _ c5 F 1I3I0 AREA 2. —.— — — - _ "•ea° J c. \ CE CD SIGN(S FROM PL) \ - $R x PAVED PARKING AREA INLET FLUME,TYP. zo.v $ Y _ Ivzop azo.v�. CONNECT TO - I CROSSWALK HANDICAP RAMP,TYPE2 SIDEWALK a _ 9 - U ._...--w--.--..._.,,_-,d••,_..__,_: .. W. N720 3T 20'Ecc� - 189.00' - -_.._.-__.___.-._.may. Roglstremn: NEATEN SAWCUT M _.te.v NEATLY SAWCUT _— EXISTING SIDEWALK 14 _ EXIBTING - B' TRANSITION CURB.' A NEATEN SAWCUT - ✓ •� - co TRANSITION a - EXISTING W WIDE CUR&CUT TO BE Ai0 a - HANDICAP RAMP,TYPE 2 WIDENED CURB,7YP. - RIDGEWOOD AVENUE a GRAPHIC SCALE PERMITTING SET ONLY Rol..Nember ISho.t a 10 0 5 10 20 40 NOT FOR CONSTRUCTION 17120 5 of 13 w ' Shont v GH Numd UP n ........E n feet) oliW C - J Hw1IN -1.QEEE7 o v OHW µ — CHW OHW .�,/�_J [.�y yam.J 7�[.� .�/.�J['� - _ ldi Nf Nf LLOZ a3BW3�3p i_... N.V 10 ��1 V NI V OQ b.�.JNIa V Oc.J - .• .• :. Pe�aW� ':L9 uvei0 ,t9 PeuBisp :elp xe109{CEEB 809 :. ID -• - n LloZlagoMN:ae5113Sn ^VSSvW �SINNVkHaoo 0099 os� ( ) 09Z0 tlYsyueF{ aE99io vW 4 00 -MOO9auad v9 mnoei oe 13S JNI11IW23d 1004sU!ewr-M094 Esszovwu ws NOIeOd10JLJ 9 ,�\ Em cv suopnIo leww;n3 aI9euleln v s , N n suo!s!naN slsstl 6u!snoH 'suI'dnaJ ua I AOISJoH xS ' ' aauel au!`dnojo ua !M(a!sJoH ONisnOH 3nN3AV GOOM30ON L ,.sUeld _ .� U :ioiPered-d _ : :fgPepuoy—na s h i , _ JO N � Z) W 3dH i o O zUZ LE .3 { LL'-� I i r LL N2a % Z ! m o m z / N. / ! 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Revisions o Sustainable Environmental Solutions ,- g 3 80 Route 6A Corporation 0 - n Sandwich,MA02563 PERMITTING SET 90Rou(e6A wtten.cem Phone:(508)833fi600 460 West Main Street 90 Roufe 6A Phone15'(09029U'84(35-" HYANNIS, MASSACHUSETTS - 50883 660-ice''t - Fax:(508)8333150 m, v m Dated:November2017 Fax:— - WS.833.3760 fax 83 �' .. Plan Tide: ®; _ UTILITY PLAN Dare: De,—d By: j 0—ey: Checked Br i DECEMBER 2017� � JK K FPl Rev:; Dne By Appr..pescdpton -- ASSPECIFIEDON PLgNS HANDICARFARKING SIGN '- y 17 x IT HANDICAPPED W.W.ME$H(6k6w1AxvA.4)FIAT FINISH GRADE NOTES: /q RESERVED PARKING SIGN GENERAL INFILTRATION BASIN CONSTRUCTION NOTES • VERTICAL CURB SEE PLANS FOR AND VAN ACCESSIBLE SIGN HANDICAPPED RAMP 1.-SIGN LAYOUT,COLORS,SYMBOL `Y WEE DETAIL) -SHEETS SURFACE TYPE WHEN REQUIRED SEE DETAILS AND LETTERING SHALL BE SEE ALSO CONSTRUCTION SEQUENCING NOTES FOR ADDITIONAL INFORMATION ON ( 4'CWENTCONCRETE AASHTO STANDARD. �°m CONSTRUCTION PHASING CURB OR BERM SEE ....kSIDEWALK Z TO BE LOCATED ON SITE AT ALL PLANS AND DETAILS (SEE DETAIL) HANDICAPSPALESASSHOWNON WAN ACCESSIBLE• 1. PRIOR TO CONSTRUCTION DELINEATE THE INFILTRATION BASIN AREA WITH l'�' PLAN. SIGN AS REQUIRED - .. ROPE OR FENCING TO PREVENT CONSTRUCTION ACTIVITIES OR VEHICULARFINISH c. \ - 3. METAL POST TO BE DELIVERED - (VARIES) TRAFFIC FROM OCCURRING IN THE AREA.DONOTDRIVE CONSTRUCTION PAVEMENT REVEAL ` - J Jr- ) /! WITH MANUFACTURER PAINTED SEE PLAN_J_I J , /f. EXPANSION W HANDICAP GRAPHIC EXTERIOR BLACK ENAMEL OR T-7 _ EQUIPMENT ACROSS OR STOCK PILE/STORE CONSTRUCTION MATERIALS IN. ./�. - SYMBOL PANTED I APPROVED EQUAL. PLANTINGS THE AREA OF THE PROPOSED INFILTRATION BASINS(1). 2� JOINT SEALANT MITE ON PANTED - METAL POST 2'.Z. � � a.. + () 'J 4•WIDE 6'-0' 0.lST STEEL POST PARABOLIC BASIN BOTTOM �6 MIN g BLUE BACKGROUND 3 PAINTED - - MIN. - 2. COORDINATE THE SEQUENCE OF VARIOUS PHASE OF BASIN CONSTRUCTION -- -- --a JCS,� )''• R, �''/ NOTE: LINES(TYP.) d• WITH THE OVERALL PROJECT CONSTRUCTION SCHEDULE AND PHASING. SUBBASE B' 1. HANDICAPPED ACCESS - - \ \ CONCRETE ..�, SCHEDULE ROUGH EXCAVATION OF THE:BASIN WITH THE OVERALL ROUGH •->7�� - CAMPACTEDGRAVEL SIDEWALK AISLE WADTH FOR NON .. GRADING PHASE OF THE PROJECT TO PERMIT USE OF THE MATERIAL AS FILL IN (Ovy MAX.STONE SIZE) VAN(CAR)ACCESSIBLE 1 �e.i 1IY PREFORMED SPACES TO BE : �£, O O o - -EARTHWORKAREAS. O PAVING � APPROVED SUBGRADE T - 8 EXPANSION JOINT {{ FEET-SEE BANS 'B LOAM 8 SEED O O Of/J NOTES t- 2. ALL PARKING LOT -' O O O I. FIR VICE EXPANSION JOINTS qi MIN.30 Fr.D.C.WITH PRE- STRIPINGTO BE 4• ENCASE IN 3. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE BA SIN >_ - FORMEDJOINT FILLER. SOUD WHITE PAINTED 2%SLOPEQ?E .. CONCRETE CONSTRUCTION WORK WITH IMPENDING WEATHER TO MINIMIZE EROSION AND 2. PROVIDE TOOLED CONTROL'JOINTS AT 5'O.C.TYP.,VMAX. CURWBLDG.FACE:FIXED LINES, MAX IN ALL (CIPSS'D� _ : 3. PROVIDE BROOM FINISH INDIRECTION PERPENDICULAR TO CURB. MAX OBJECT,OR CONC. 3. ALL PAINT TO BE I DIRECTIONS _ Tl MIN.; 8' RECHARGE BASIN(TVA.) AVOID THE SMEARING OR COMPACTION OF SOIL.DO NOT CONSTRUCT ANY 4. CEMENTCONCRETE:4,DOOPSFTYPE II SIDEWALK SECTION NON-SKID. I I: - PORTION OF THE BASIN DURING THE WINTER MONTHS OR WHEN IT IS RAINING. S. IF APPLICABLE,MATCH ALL EXISTING SIDEWALK WIDTHS. 4. VAN SPACES TO BE gMIN+SVAN VMIN. SEEPLAN 1T APPROVED NATIVE MATERIAL �'J 6. SUBBASE:-PACTEDTO95%. EXPANSION JOINT PANT MAP EDWITH _ SCAR BTYP. DIw 4. USE LIGHT EARTH MOVING EQUIPMENT TO EXCAVATE THE BASIN TO MINIMIZ DETAIL vAN•. DIV LL CONCRETE SIDEWALK DETAIL HANDICAPPED&STANDARD PARKING SPACES DETAIL - TYPICAL-HANDICAP SIGN ETAIL INFILTRATION BASIN DETAIL COMPACTION AND INFILTRATION CAPACITY of THE sons BENEATH THE BASIN- NOTTOSCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE .FLOOR AND ALONG THE SIDE SLOPES.: - - _ 5: EXCAVATE THE BASIN TO WITHIN 2 FEET OF THE FINAL ELEVATION OF THE SLAB LENGTH BASIN FLOOR DURING ROUGH GRADING. _ - E BUTT JOINT TYP.-FILL W/CEMENT MORTAR(BOTH SIDES OFCURBj r LIMIT OF CONCRETE SEE PLANS TO ROOF GUTTER STORMTELH 740 UNDERGROUND RECHARGE SIB•xx-irz•WWEL BAR SOCKET, 12'X4'EPDXV COATED DOWEL \ROADWAY- I/op (sE�DETAIy ROOF DOWNSPWi WITH.SAALKCHAMBER OR APPROVED EQUIVALENT 6. DO NOT BEGIN FINAL EXCAVATION TO THE FINISHED GRADE AND CREATION OF 0•"0 W4•cHAMFER OVERFLOW PIPE-SEE DETAIL cLEANouT Poftr THE SEDIMENT FOREBAY UNTIL ALL DISTURBED AREAS WITHIN THE BASIN O7 CURB OR BERM HIGH SIDE TRANSITION DIRECTION DETECTABLE v Q�' WATERSHED HAVE BEEN STABILIZED OR PROTECTED. ! - OF TRAFFIC - - \' - - SPLASH BLOCK MANTAN-COVEROVER - 0 (BT TVA.) WARNING tt \` ^a " _ PANEL'- pZ ' -T, ^ (AT ALL DOWNSPOUTS) CNAMBERSSEE DETAILS 7. REMOVE ANY ACCUMULATED SEDIMENT PRIOR TO FINAL CONSTRUCTION.IT IS C F MArcH � H EE DETAPL -Ir OF EMBEDMENT EOF EMBEDMENT STONE RECOMMENDED THAT LIGHT TRACKED EQUIPMENT BE USED FOR THIS N e c ro d .. ONE TYP. E._, 283 OPERATION.TO AVOID COMPACTION OF THE BASIN FLOOR. MANDATORY 4>r o m FACE OF CURB GUTTER LINE .. ..- _ -_- EX ADWAY IN _ UMP,�TER a 6EE NOTE283; SHO NS < �e\ STON 'SEE NOTE Zr n SOEWALK OR PATH 83% °d D SLAB•° DTH PER PLAN) Mac •MIN NOLIN GRADE e� I GRADE As WNON PLA BOTTOM OF FLOOR INSPECTION REQUIRED SEE NOTE BELOW. W w ^ _ FOUNDATON STONE. T m o.R 8. BECAUSE SOME COMPACTION OF SOIL IS INEVITABLE DURING CONSTRUCTION, WHERE PATH p; SEE NOTE t 83 DEEPLY TILL THE REQUIRED SOIL AMENDMENTS INTO THE BASIN FLOOR WITH A W m S ro w /SHOULDER SLOPED J s MIN.- MEETS EX. o. 1,MINIMUM ROTARY TILLER OR DISC HARROW TO A DEPTH OF 12 INCHES TO RESTORE p RM4P AL .. ^ s I ,^. o' e w ro 'LEVEL SIDEWALKSEE p I - _ ENTRANCT 2% P_D� p FENCE PosTs :�y gMIN. 'INFILTRATION RATES AFTER FINAL GRADING.AFTER THE FINAL GRADING IS S cn N N b b p MAx.SLOPE FOR - - I S.H.WT.. - COMPLETE,THE BASIN SHOULD RETAIN A HIGHLY POROUS SURFACE TEXTURE 6 TYPICAL ." DRAINAGE :.. 1'X6'OR 1'XB'FENCE ' (2). .. - NOTES: - .BOARD WITH EACH - PROFILE - 1. CONTRACTOR SHALL CONTACT THE ENGINEER IF DISCREPANCIES ARE FOUND IN THE SLOPESAND - NOTES: - PRECASTCONCRETECURB - 'SIDE PANTED - .^ - 9. INSTALL SILT FENCE ALONG THE BASIN PERIMETER TO PREVENT SEDIMENT - RAMPS6HOWNPNSTRUTEDOFGTHECONCEME. '^ -, 2 FOUNDATION STONE:SEESTORMTECH DETILS AND SPECIFICATIONS. 2. RAMPSHALLBECL REPCTEDOFPORTLANDCEMENTCONCRETEPER MAWTBADA REQUIREMENTS. ' O _ -"2, SEEEMBEDMENTSTOD DRSEE AINATORMTEFORLOAAND SPECIFICATION. - FROM WASHING INTO THE NEWLY CONSTRUCTED AREAS FROM DISTURBED /n - 1R'DAM.DOWEL 3. CONTRACTORSHALL REPNCE/RESET EX.CURWBERMAS NECESSARY. -:. _a °4 3. SEE GRADING ANDORANAGEPLANS FOR LOCATION,LENGTH,NUMBER OF UNITS AREAS AROUND THE FACILITYIES. BIT.PAVEMENT(SEE DETAIL) - ( ) - Z MEREEXPAN ION REQUIRED 4. CURB TABL SECTIONS INGSHALL N L INSTALLED NON RAMPS EFULLYEN APPLICABLE. - - _ AND LAYOUT. - - 12' WHERE REQUIRED 5..DETECTABLE WARNING PANEL SHALL BE NON SLIP SURFACE FULLY EM H CR AND MEETING AOq - 3 , RI NGCOURSE (MIND - REQUIREMENTS INsiALLEDgr ALL ROAowgY CROSSING AND INUNE WITH CRo6swnLK ® GATE- W® - _ , - 10.'IMMEDIATELY FOLLOWING BASIN CONSTRUCTION,STABILIZE THE BASIN FLOOR; HANDICAP ACCESS FOR 90-DEGREE ROAD CROSSING 111�'1 ROOF RECHARGE UNIT DETAIL SIDE SLOPES AND ALL REMAINING DISTURBEDAREAS AROUND FACILITY(IES)' -� BINDER COURSE TREVEAL -�'-/� ry✓r SEE SITE PLAN AND - - NOTTOSCALE _ _ _ - - - W J � ! - NOT TO SCALE- WITH A DENSE TURF BY SEEDING,HYDROSEEDING AND/OR OTHER EROSION CONTROL METHODS AS OUTLINED IN THE EROSION AND SEDIMENT CONTROL O },lY DETAILS FOR SLOPE a - BOLLARD � - PLANS AND DETAILS.ESTABLISH A DENSE VEGETATION ON THE BASIN SIDE }Y IN.) MATERIAL(2:1 MAX.) SEE DETAIL A _ SLOPES AND FLOOR TO PREVENT EROSION AND SLOUGHING.MANDATORY w �, W //�•�' --� �./ ^./ / '_�- PANTED - - PLAN VIEW--: - _ _ - INSPECTION REQUIRED SEE NOTE BELOW. w Z _ Q t 2•(iYP') COMPACTED DENSE - 'WHITE LINES- 1'XT OR 1'XB'FENCE - W s(MIN) ,`..! GRADE GRAVEL SUBBASE IT WIDE) - FENCE POST TYP. BOARD WITH EACH SIDE _ 11. INSTALL EROSION PROTECTION AT THE INFLOW POINTS TO THE BASIN. -Z LU '^ Q Q CONCRETE FOOTING -A °a.. ^ -x�,i lq.:��. '" - _ - f-V' TYP.� (MIN.3,000 Asp I APPRovED SUBGRADE 12, AFTER THE BASIN IS CONSTRUCTED,KEEP THE BASIN ROPED OR FENCED OFF > a Z (n Z 1 ROADWAY - CURB OR _ : - WHILE CONSTRUCTION PROCEEDS ON OTHER PARTS OF THE SITE.DO NOT. Q O O 6'(MIN.) _ s - - + DIAGONAL PANTED (SEBERM , DIRECT DRAINAGE TO THE INFILTRATION BASIN DURING CONSTRUCTION. - -WHITE LINES DETAIL) C - \7,\iYJjsMNwc (1r WIDE) - ..1 � JF- CQ SECTION RCB RIM. STRUCTURE DIA.- STRUCTURE HEIGHT. 13. AFTER CONSTRUCTION IS COMPLETED DO NOT DIRECT RUNOFF INTO THE BASIN Q - 3 NOTES - _ - - g. UNTIL THE BOTTOM AND SIDE SLOPES ARE FULLY STABILIZED. 1. CONCRETE CURBMIN.HEIGHT-1WMIN.WIDTH•6'. 1 W50 O W ''n^ 4N�/ -O 2. EXPOSEDEDGESTOHAVEW/ CHAMFER. - SIDEWALK 45' S ' w vJ LL w 3. EXPOSEDSURFACES TO HAVE SPONGE FLOAT FINISH. - WIDTH VARIES MIN: 2 98.50 s s 14. REMOVE REMAINING EROSION AND SEDIMENT CONTROLS ONLY AFTER • w 0 a Z 0 4. MINIMUM LENGTH OF STRAIGHT OR CIRCULAR FILLER PIECES TO BE 7G. SEE DETAILS �.�. SURROUNDING EXPOSED SOIL APES HAVE BEEN PROPERLY STABILIZED. Z 5. TO HAVE A MINI MUM CONCRETE STRENGTH OF 4,1)00 PSI. - - �n N 6. TOME IN IN ACCORDANCE WITH SECTION$ICI OF THE I995 MHDSTANDARD - o m - 15. THE CONTRACTOR WILL BE REQUIRED TO REMOVE ANY SEDIMENTWHICH V } O SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. of R, - WASHES INTO THE BASIN AREA DURING THE CONSTRUCTION PHASES. ]. JOINTS BETWEEN CURB SECTIONS SHALL BE POINTED. - W 6 ROADWAY 4MIN. _ - N 8. CURB TOBE INSTALLED SHOWN ON N VEALAND EPLAN.SLOPE SHOWN IN THE DETAILS. ' NOTES: LL Z U S. INSTALL IN LOCATIONS SHQ✓uT1 ON THE SITE PLAN. I LA �7J �� t.-Au sEcnolus ro BE oesIGNED FOR H2O LogDlNc. � OVAL OF THE PROJECT ENGINEER IS REQUIRED.2: PROVIDE'V'KNOCKOUTS FOR PIPESWITH 2'MAX.CLEARANCE TOOUTSIOE OF PIPE.MORTAR10.INSTALL TRANSITION CURBAT ALL WALKWAVIRAMPW AND CURB ENDINGS. PRI OATO PROLE DING ITHNR it. PRovIDECURBEXPANSIONJOINTSAT5-0TO6vD.C.. < ALL PIPEcoNNEciIONs. PRIOR TO PROCEEDING WITH NEXT STAGE.-CNOONTEPROER(HORDAYTOTTEN12. FOR CURBREPLACEMENT IN EXISTING PAVEMENT-SAWCUT EDGE MIN.IY FROM CURB PANTED WHITE STOP WDTH TO SUIT STOP3. RECHARGE B451N FRAME AND GRATE TO BESET IN FULLMORTAR BED.ADJUST TO GRADE WTH GROUP INC)AT 508-B33$600 PRIOR T012:00 NOON THE PROCEEDINGDAVTO LINE(IYWIDE)WHERE (SEE PLAN)' SIGN PRECAST CONCRETE RSER OR BRILKB MORTAR. ARRANGE FOR INSPECTION.13SUBBASE FILL TO BE COMPACTED T095%COMPACTION. SHOWN ON PLAN 4 BOD SEE L 54.. GEOTEANDGRRXTtLE TERAU-0 TOCOO BE NNECTICUT dONOREOUNALENTDSTYPICALFORH2DLOADING. W TYPICAL VERTICAL CONCRETE CURB TYPICAL CROSSWALK STRIPING AND STOP LINE DETAIL - - s s" C NOT TO SCALE NOTTOSCALE - - _ a - SU ADJUSTLMTH.RSER WHERE NECESSARY - jx - - SECTION A-A. -' -1 p MONOLITHIC OR KEYED .. GRAVEL BASE IN IOX)PSICEMENT - 44@IS BOTH - 3I4'CHAMFER CONNECTIONS(TVPJ BUTTJOINTTVP. LIMIT OF CONCRETE CONFORMANCE WITH CONCRETE(TYPE Ip WAYS(CENTERED) j CROSSWALK CONNECTICUT HIGHWAY BITUMINOUS - SIB'x 2-112'DOWEL BAR SOCKET - 1 12'MIN FABRIC OVERLAP - - - Q ROADWAY- 1, (SEE DETAIL) SPECIFICATIONS WITH I 2' CONCRETE OVV�, _, .DIRECTION MAXIMUMSTONES6E 1 - - PAVEMENT -/-T/ Y e' uo. ///`YSURROUND STONE•-+ - - OF_CHES 6' -^' &� Y g• WITH GEOTE%TILE O 3•d'CHAMFER HIGH SIDE TRANSITION OF TRAFFIC DETECTABLE -- •' 'S H R s CURB OR BERM - fY ` y°�p;o O •o - y be (BT TYP.) WARNING \Yn m 1]I O O m m D •0:^ 'FILTER FABRIC yy C FACE OF CURB GUTTER LINE _ '. PANEL -1T /f p.o D - /f�fi� Q j.5 s m - - - - - - - - - - - � - - __ iy./' /' , TOT �y qO• 0 Ol m O O O m In 0 �.�p4HED STONE C� Y_s SIDEWALKOR PATH B3% ..�, ,ft..lf' .. f(j'/�?l: 12' - (WIOTHP-DER PLAN) M� MATCH EXISTING 12 `INCREASED FOOTING m O %f \o�oo&, D Ol m O O 0 D7 m D '.• f1/F if< `0d O c�.c� I •S 7� GRADE - �j �/ o SEE SCHEDULE 5 COMPACTED SUBGRADE ALL OUTSIDE EDGES p W o U tl ..-WHERE PATH NOTES:- %F.r/1,-��! •'.e 4c D m - JJLJJ MEETS EX. 1.' SUEOFOUMPSTERPAOTOBE AS INDICATED ON PLANS.CONSTRUCTION JOINTS TO BESET AT INTERVALS \ 'PRECAST BASIN fy 2 TYPICAL __SHOULDER-_ SMIN.�� SIDEWALKSEE OF 1I3 OF LENGTH.DUMPSTER PAD TO BE SIZED TO SUIT. pO� yiJ� 1 W m p O OSl g] T MIN. //✓. �' I 'RAMP DETAIL. 2.' ENCLOSURE SPECIFICATIONS: U // SCHEDULE CONCRETE SLOPED RAMP THE FENCING TO BEAN OPAQUE TYPE MATERIAI-OF EITHER CEDAR OR VINYL - • D Gt 'm O O O m D7 0 •'" N 'LEVEL ENTRANCE'2%MAX THEFENCE HEIGHT TO FULLY ENCLOSE THE DUMPSTER AND TO NOT EXCEED&FT. '�, �o ¢,-6' NOTES 1 /'. acF .Y/` SUMP -. SLOPE FOR DRAINAGE THE ENCLOSURE TO BE CONSTRUCTED IN SUCH THAT ALLSTRUCTUML MEMBERS, WWII, � 1. HAND AND INCLUDETRANSITION14?-0. CURB MR COATEDIRECTION,FOR OTHER DIRECTION USE OPPOSITE ELEVATION r- H POSES DINCLUDE AI VE xd'EPDXY NFER.COATED DOWEL NOTES: INCLUDING BRACES.POSTS.POLES AND OTHER PROJECTIONS,WILL BE THE INTERIOR SIOEOF THEjZZ �•^ /JJ' 1. CONTRACTOR TO CONTACT THE ENGINEER IF DISCREPANCIES ARE FOUNDIN THE SLOPES AND GRADES 2. EXPOSED EDGES TO HAVE SPONGE CHAMFER.- FENCE. -PRIOR TO NSRINGTHECANC T-AN - THE GATESTTI BE POLES AT THE GATE COMMERCIAL WITHGRACETHARDWARE.3. EXPOSED MINIMUM CONCRETESTRENGTH TFINISH. - 2. RAMPSHALL BE CONSTRUCTEDOF PORTLANDCEMENT CONCRETE PER MASTBgDAREQUIREMENTS. THE SUPPORTING POLES ATTHEGATES TORE METAL WITHTHEAPPROPRIATE DIAMETER TO //, ✓ �l/� ✓�, /!-/i �% ' O 4. TO HAV STALL D INACCCRETESTRENGTH TI 40501 O. 1'OF 1-1/2'T03' ' U 3. CURBEN SECTIO SHALL SHALL BE SALLE CURWBERM AS NECESSARY. CLOSING GATE ONE FIVE-EIGHTHS INCHES(1-WB�1N DIAMETER ANDTO HAVE q S. TO BE INSTALLED IN ACCORDANCE WITH SECTION 501 OF THE 1fl95 MHD STANDARD SPECIFICATIONS APPROV D ADE WASHED CRUSHED - � C FOR HIGHWAYS AND BRIDGES BUT TO THE REVEAL AND SLOPE SHOWN IN THE DETAILS. 4. CURBTABLEWARNING A PANEL INSTALLENON ALL RAMPS EFULLY EMBEDED CLOSING LATCH. - - 5. DEQUIREMLEWA.RSTALLSHALLBENONSLIPSURFACE INL(NEM HCRANDMEETING ADA TWO BRDS TO INSTALLED IN SIDE THE FENC THE FENCE,E, OPPOSITE OF GATE OF GATE.TWO OTHER STONE FOR SUB BASE ' O. REQUIREMENTS INSTALLED AT ALL ROADWAY CROSSING ANDINLINE WITH CROSSWALK BOLLARDS TO BE INSTALLED IN WIDE THE FENCE,OPPOSITE OF GATE. .Q o CONCRETE CURB TRANSITION PIECE HANDICAP ACCESS FOR 90-DEGREE ROAD CROSSING TRASH BIN PAD&ENCLOSURE RECHARGE CATCHBASIN(RCB) 2 NOT TO SCALE $ry d NOT TO SCALE - - NOT TO SCALE - NOT TO SCALE- TYPE W BIT.PAVEMENT:1 1/Y - NEW TYPE 1-1 WT,PAVEMENT SAW KERF FILLED WITH FIBER @ Y VJEARI NG SURFACE,ON I In BINDER MODIFIED ASPHALT SEALER o - .s T� m 5 WEARING SURFACEBBINDER p ,rg m COURSE(PER CT DOT STANDARDS) COURSE PAVEMENT - W4• In. � $ >x (SEE PAVEMENT DETAIL) - D a u o v / - PAVEMENTEPSTING PAVEMENT) O m =$df a .r B'OENSEGRADE SUB BASE, O Q Reg stmtlon. �-\ RECLAIMED PAVEMENT - BORROW' CRUSHED OR CONFORMING TO CT Wr a APPROVEDSUBGRADE 28Yx'CIA NYLOPLAST p COMPACTED SU9-BASE FRAME o o ft O. NOTES: t (SEE PAVEMENT DETAIL) 1. SUBGRAOE(EXISTING MATERIAL)SHALL CONSIST OF INERT MATERIAL THAT IS HARD,DURABLE STONE - ANDIOR COARSE SAND,FREE FROM LOAM AND CLAY TO A DEPTH NOT LESS THAN 4-FT BELOW THE FINISH NOTES: - 24-CIA NYLOPLAST PAVEMENTSURFACE.EXCAVATE SANDY-LOWMDORLOAMY-SAND TOPSOIL MATERIAL FROM ALL I, EXISTINGBITUMINOUSPAVEMENT SHALL BE REMOVED TO ACLEAN STRAIGHT EWE VIA SAW DOME GRATE - - PAVEOAREAS PRIOR TOSU&BASE INSTALLATION. CUTTING.THE SAW CUT SHALL BE COMPLETED PERPENDICULAR TO THE ROADWAYISIDEWALK - /�//J -/!.O-✓`� (� 2. PLACE SUBBASE IN MAXIMUM W LIFTS(COMPACTED TO 95%). _2. PRIOR TO INSTALLING THE WEARING COURSE THE EXISTING VERTICAL PAVEMENT SURFACE SHALL NOTES: 3. COMPACT SUBGRADE FILLTO 95%COMPACTION. BE SWEPT COMPLETELY CLEAN. N d. SEE SITE LAYOUT PllW FOR PAVEMENT WIDTH AND LOCATION. 3. AFTER PROPER COMPACTION(SEE PAVEMENT DETAIL)SAW CUT NEW PAVEMENTASUTMENT W4• 1, MATERIALS TO CONFORM TO 5. SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROWS SLOPE. DEEP AND FILL WITH FIBER MODIFIED ASPHALT SEALER AS SHOWN. ASTM A536 GRADE 70SD4I5 Project Numb4r 6Me1: S. SWEEP CLEAN THE EXISTING BINDER COURSE SURFACE PRIOR TO INSTALLING THE WEARING COURSE BY -p ASTREET SWEEPING MACHINE,APPLY TACK COAT PER SPECIFICATIONS. 2. CASTINGS ARE FURNISHED WITH T - PERMITTING SET ONLY 17120 8 of 13 _ - ABLACK PAINT " NOT FOR CONSTRUCTION 6^°e1Nem DOME FRAME AND GRATE DETAIL - _ p E BITUMINOUS PAVEMENT - PAVEMENT PATCH .. O N NOT TO SCALE NOT TO SCALE NOT TO SCALE _ f6 _ NOTES: - - - 1.ALL SECTIONS TO BE DESIGN ED FOR H-20 PAVED AREASEE DETAIL LANDSCAPED AREASEE DETAILS • - _ LOADING _ - - BRICKW/MORTAR NOTE: 2T MIN - 2.COPOLYMER MANHOLE STEPS TO BE INSTALLED SURFACE TREATMENT VARIES CHANNEL POUREDCNCRETE IT MANHOCOVER.SHALL BE AND STUCTURFORTHE FULL DEPTH OF THE (SEE PLANS AND DETAILS) - OUREDCONCRETEIMTH COVERS SHALL BE OF T(MINJ STRUCTURE. PVC CHANNEL H2O LOADED.HEAVY 24 DIA LI�' 3.PROVIDE Y KNOCKOUTS FOR PIPES WITH 2'MA%. DUTV,GREYCABTIRON_ IIr ' ACCESS I CLEARANCE TO OUTSIDER PIPE,MORTAR ALL i •/1�/1// //'�/' 1// - - DISTANCEVARIES - CONFORMINGTO ASTM SEWER �3' J�L PIPE CONNECTIONS. - - I " EXTEND MINIMUMS BEYOND EWE _ STANDARD A4B CLASS M. 12, 4.JOINT SEALANT BETWEEN PRECAST SECTIONS TO - - OFPROPOSED PAVEMENT AND WALK •' - - BEPREFORMED BUM RUBBER. ••" PAVEMENT�. •: _ ,.4T DIA(MIN.) S DRAIN MANHOLE FRAME AND COVER TO BE SET IN TRENC WIDTH - (S E DETAIL E MATERIAL HOUSE ENDCAP SEWER MAIN PROVIDE ME CHANNEL - T _.. FULL IY MORTAR BED.,AWUST TO GRADE WITH. - - - TYP.MANHOLECOVER - - PRECAST CONCRETE RISER OR BRICK.- o FOUNDATION - .. 6.WNOT PLACE MORTAR BED AROUND U 4' IN . WALL - - MANHOLE FRAME ALTERNATE TOP$LAB -� ^ • SQEE NOTESD BACKFILL &COVER INN) STRUCTURE UNTIL IT IS ATTHE REQUIRED FINISH SET FRAME IN FULL BED OF MORTAR - ELEVATION AND ALIGNMENT. i MAGNETIC WARNING TAPE' - '- 7.FRAME AND COVER TO CONFORM TO _4� - - N m (12'MIN VNDTH) �J 24'DIA CONNECTICUT STANDARDS HEAVY DUTY EAST CO > SEWER MANHOLE - - I ACCESS I INVERT PLAN VIEW _ ADJUBT TOREQUIRED GRADE WITH II(� JORDAN.NEENAH,ORAPPROVEO EQUIVALENT). - BED OINGAROUND PIPE - •' J - PRECAST REINFORCED CONCRETE RISER FINISH.GRADE _ r ,y $ T T BACKFILL WITH PROCESSED 45'BEND ! OR W/MIN 20R MAX BRICK COURSES - SA N D OR OTHER MATERIAL - - 2' -D' - APPROVEDBYTXE ENGINEER HOME •, MIN. 'r 'SEENOTE 56 MN. WATER PIPE - CONNECTION - 1YYE'BRANCH SEE NOT - - ' PLAN VIEW 4'� ail aLL • ECCENTRIC PRECASTREINFORCEDCONCRETE �TBELOW PIPE PROPOSED HOME YM4'MARKER BOARD AT END CONE SECTION 11NCH DIA.DROP MANHOLE CONE SECTION. TBELOW PIPE U FRONT TYPE CAP UNLESS CONNECTION TO - MANHOLESTEPS wW�� - STEPS(SEE IN GRASS - HOUSESERVICEISCOMPLETED - �IAIi NOTE2) .. FLOOR T- - SEE NOTE 4. IN EARTH IN ROCK 2 MIN. PROPOSED GRADE - -• - - _ - - MINIM UM0.121N.STEEL PER Lei 4T 0 _- VERTICAL FOOT,PLACED vWi G DIA.(MIN.) - NOTES: 7 y° - _ ACCORAINON M199 HTO I."TRENCHBENEATH ILL: �- UNIPVC FOR TSWPVCFO COMMDENTIAL. HEIGHT OF DESIGNATION MI99 �m i? - BENEATH PAVEMENT:ROAIL). ANDCOMPACTED TO PAVEMENTSUBGRADE _ - 4'TYP. UNITS 8''PVC FOR COMMERCIAL OR RISER SECTIONS 4'-0 DIAM. DIA.VARIES REQUIREMENTS(SEE DETAIL). - STYP. MULTI-UNIT RESIDENTIAL VARY FROM CONTINUOUS BUM RUBBER '' _ OUTBI DE PAVEMENT:GAVEL BORROWTYPE B(3-MINUS)COMPACTED IN MAXIMUM 8 INCH BLOG 1'T04' _-_-___ CONTINUOUS - VO LFTSTOTO95%COMPACTION. SEWER 2%TYP.' 45'BEND ____ __ 2. TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OFA METALLIC CORE ONDEDTO _ c U '('" _ t5 11 - PLASTIC LAVERS.A MINIMUM S THICK METALLIC TRACER TAPE MUST BE LOCATABLE AT A DEPTH o a STUB ir0 MN - - OF 18 INCHES WITH OR DINARY PIPE LOCATORS. W ap -- MORTARALL JOINTS -- ACHIEVE 95% - R u$ R " - WATERTIGHT RUBBER BOOT 4, PEAGRAVEL CONSISTS OFCLEANHARD,ROUND PARTICLES OFGRAVEL MEETING THE BASEMENT 1-CLEAR SEE NOTE 3. FOLLOWING: FLOOR :ENDCAPOR RE - J_ - - SIEVE SEE PERCENT PASSING' $ O 'ADAPTOR / COVERAGE PROVIDE OPENINGS V }Ln Y-� 6'MIN.COMPACTED 3l8' ei95 - + - O b ommw Sw HOME J THICKNESS PER 80.02 p2 -,^ I t ?� 3�W'F.fjn 3/4' ED STONE N0.4 S1 - - -CRBSH 5 - =N m A$ O .: YJYE'BRANCN ' NO.8 62 CONNECTION CT HIGHWAY OUTSIDEO PIPE > ,y/ F�J,'•i/'n A•T 5. INSTALL UTILITY IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY STANDARDS THAT MAY - - - - CARRY CHANNEL +21N.CLEARANCE , a'. BE MORE STRINGENT THAN THIS DETAIL. - au� s x. ELEVATION VIEW VERTICAL FROM ...: .. SPRING LINE TO CROWN 5'MIN COMPACTED CRUSHED STONE - 4 NOTES: COMPACTED 1..PIPE AND FITTING MATERIALS TO BE PVC SCH.10 - MIN.T3'4'CRUSXED ."THIN. E SUBGRADE OR SOR 35. STONE BASE OVER - - -- " - Z 2. ADAPTOR TO BE PREMANUFACTURED UNIT FOR - APPROVED MATERIAL - .. : - CONNECTIONOFPIPETYPES. - u) N '- SEWER WYE CONNECTION PRECAST CONCRETE SEWER MANHOLE(SMH) PRECAST DRAIN MANHOLE(DMH) WATER TRENCH DETAIL - D NOT TO SCALE - NOT TO SCALE NOT TO SCALE - - NOT TO SCALE - _ - _ _ O U,^) W V/ fn J r FINISH GRADE NOTES: _ 1 TRANSITION FROM - W r W D L<L RED METALLIC WARNING - - 1..E%ISTING TOWN SEWER SYSTEM SHALL NOT BE INTERRUPTED. - II CURBO TO SIDE OD ja �� ¢ ,^ r TAPE INSTALLED IY - 2. PROPOSED CANNEL SHALL BECONSTRUCTED TO PROVIDE A SMOOTH TRANSITION TO THE - Cx' a BERM TO SIDE OF �a a O j/// • VJ 2 (,iJ ABOVE ALL CONDUIT - DOWNSTREAM SEWER. - LOVER A. s - - A PAVED FLUME j a 4 /j ` LL( .. [e 1 I I I are- ////,• Z cV/ 0 3: PENETRATION SHALL BE COMPLETED SEALED WITH NON-SHRINK GROUT. 4. ANYDEWATERINGNELESSARYTO MAKE THE SEWER CONNECTION SHALL BE IN ACCORDANCEWITH THE L I -4 �T J GUTTER LINE ::;i}::,,:.�/ ! \\ _ �,n^ COMPACTED BACKFILL ._ � % /_/; /•/ - VJ 'rA (95%COMPACTION) - S ION Ei R PIPIRACT NGUFOR DROP TO BE SCHEDULE 40 PVC MENT REQUIREMENTS AND THE SPECIFICATIONS. •MANHOLE �� - I I O.@- I - w %j " J �.�-.�// / •. - - Q O Lr v) O MIN.E PROCESSED - ACCESS - - FRAME 0_I_,I_ LOW DINT �� `y `/ ! J r Q SAND AROUND �.' FINISH GROUND SURFPLE MANHOLE - - AT INLET �(!-- // w c �j CONDUITS UTILITYCONDUITS /CiJ /j// O \ C ` V (SIZE&LAS REQUIRED) - - - / 4'VWDE AT / •y 3 `REMOVABLETHREADED _SOLID COVER PLAN 7/ i/i/ END - O w LL �D/ ' -O _ STAINLESS STEEL L 11�' -{ R-2.OTYP.' L)'� /// - w LLB CAP TO SUIT BRACKET PND -J I L W - THIN. FASTENERS .- 1• 3I4• / Q. Z r TEE WITH ''/^� NOTES: 1'4Y MIN.' w / % %'/ -:YT� // V/ REDUCER/INCREPSES _ // - O O 1. SITE WORK SUBCONTRACTOR SHAH PERFORM EXCAVATION,BACKFILL AND WARN ING TAPE INSTALLATION :ASNECESSARV - /' / ! )'_" / N FOR ALL UT I LITY TRENCH WORK ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL CORE HOLE IN Y4' q• / Q F- CONDUITS.PULLWIRES AND HANDHOLES AS REQUIRED FOR ELECTRICAL WORK. FOR EXISTING MANHOLE 3/4' 1 N I j+• j W w ,�/// U 7 2. UTILITY CONDUITS SHALL INCLUDE ACOMBINATION OF ONE.TWO.OR ALLOF(1)FOR TELEPHONE.(1) (SEE DETAIL) , /a `O j •//// � RIP RAP RECEIVING - LL N ELECTRICAL.AND(1)OR CABLE TELEVISION,(1)MR OTHER AS SHOWN IN THE SITE PLAN. -VERTICAL CURB CHANNEL - - C7) 3. TRENCH BACKFILL MUST BE COMPACTED INMA%IMUM6 INCH LIFTS.BENEATH PAVEMENT BACKFILL SHALL SEWER MAIN(S¢EAND PIPE' - SECTION OR CAPE COD / //�///" - - I� C BE ROADBASE.OUTSIDE PAVEM ENT GAVEL BORROW TYPE B(3 MIN US). MATERIAL PER PLAN)- - - PLANS - - _ Lo 3 5. UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY STANDARDS THAT NOTES:. BERM-SEE - BRACKET DETAIL FAME AND COVER TO CONFORM TO CONNECTICUT STANDARDS(LEBARON FOUDRY,MODEL LK NOTES: BITUMINOUS DRAINAGE PLAN VIEW FLUME APRON MAY BE MORE STRINGENTTHAN THIS DETAIL TRENCH AS - 110q OR APPR.EQUIV) _ 1. UTHE STONENDERCUT SO SECTION HEINV BE - 0 _ - NECESSARY - - UNDERCUT SO THAT THE INVERT OFTHE APRON TO'BEATTHESAMEGRADE- _ � UTILITY TRENCH ��\/ DRAINAGE STRUCTURE FRAME AND COVER/GRATE a as OTTOSC LE RECE(FLUSH)ING WITH THE SURFACE OF THE ? NOT TO SCALE 1- THE EMNG CHANNEL. - \ IIII� C I _>. LINK SEAL CONNECTION 2. SHALL BE DTH EQUALF THE. THE ND OF THE BOTTOM A PRON _ - + (SEE DETAIL) - - SHALL BE EQUAL TO THE BOTTOM WIDTH - • _ - SURFACETREATMENT MATCH THE N/HEREINPAVEMENTADDA21.-CEMENT OF THE RECEIVING CHANNEL.MAXIMUM B) PER SITE PLAN-' _ - e- PROPOSED SURFACE _ CON CRETE COLLAR AROUND THE ENTIRE ADJUSTABLE TAPER TO RECEINNGCHANNELSA. - > : - - - BOX LEVELWO PAVEMENT BINDER COURSE S. THEGEOTE%TILE FILTER FABRIC TO BE Q METALLIC WARNING TAPE INSTALLED S.S.BRACKETS - MIRAFI 140N OR EQUIVALENT -0 1 Y ABOVE GAS LINE(YELLOW, _ SET?O.0 •`. : .,,,.,..-, ,APPROVEOSUBGRADEJ - O FINISH PAVEMENT 3 •A COMPACTED BACKFILL NON-PAVEMENT ADOCONC. N N " SEE NOTES - - ADJOTABLE v �RADe CHANNEL SECTION BERM/CURB TCRUSHED STONE m 3.0 MIN. DROP PIPE WITH COVER TO GRADE (SEE DETAIL) LL "O I-8 PROCESSED SAND THRUST BLOCK 5'-0'MIN.. • 3• • 3•TYPE I-1 BIT.CONCRETE EXTEND FORCEMAIN (SEE DETAIL) _ (2'BINDER.V TOP) GAS SERVICE LINE _ • _ INVERT TO CHANNEL WATE RAIN $ p p PS NECESSARY -- V •• _ T TOE FABRIC = 0 i a BENDS TO DIRECT • E%TENO STONE U 3' - FLOW TO EX.CANNEL _ - - „-�/,/>j; - V PAST BOTTOM OF SLOPE - - Q 2.5 MIN f _ _ - EX OUTLET WELL COMPACTED'.. .��\, •.- ,. CHANNYFOR SHELF AS NOTES: BgCKFIE AROUND /\\/ NECESSARY FOR INVERT WA O 1. SIT INSTAL TI SUBCONTRACTOR PROVIDHALL PERFORM.FURNI H N, INSTND ALL FILLGAS FORLINE SA GAS LINE •. BRICK&MORTAR OR DIRECT VALVEOCTOR) a%y N INSTALLATIONS.GAS SERVICE PROVIDER SHALL FURNISH AND INSTALL GAS LINES AND WARNING TAPE PS FLOW WITH PIPE BENM PROCTOR) REQUIRED. - t.: - GATE VALVE f� WITHOUTINTERRUPTINGTHE ' - 2. GASSER VICE LINE SHALL BE SIZED BY GAS PROVIDER. - - PRECASTCONCRETE PAD FITTINGS AS REQUIRED - E%TEND FLUME EXISTING FLOW 4. TRENCH BACKFIIL' O R:r�-- ON COMPACT ED BASE - TOTOE OFSLOPE BENEATHPAVEMENT:BACKFILL SHALL BE ROADBgSE AN OCOMPACTEDTOPAVEMENTSUBBASE JrP�+„ '6/ ` _A SS N ey." NOTES: '4 8-1T THICK STONE p REQUIREMENTSSEE DETAIL. -•,1f �OC•B jA O,T8 Lj3�e9YJ _ 1. THRUST BLOCKS MINIMUM OF3CFT IN VOLUME. OUTS IDE PAVEMENT GRAVEL BORROVJTYPE B(3'MINUS)COMPACTED IN MAXIMUM 8INCH LIFTS TO �+�- 2. INSTALL ROOFING FELT BETWEEN THE CRCRETE PAD AND THE _ TONE& C N T095%COMPACTION - (�\r' ..rY�? Y - STONEBGEOTEXTILE WATERMAIN FITTINGS MERE NECESSARY. FILTER FABRIC 5. THATM MAY BE E INSTALLED T ACCORDANCEDETAIL. WITH ALL APPLICABLE LOCAL GAS PROVIDER STANDARDS SECTION VIEW n N THAT MAY BE MORE STRINGENT THAN THIS DETAIL. � - - � - - APPROVED SUWRADE o GAS SERVICE TRENCH SEWER INTERIOR DROP CONNECTION TO - GATE VALVE INSTALLATION - PAVED DRAINAGE FLUME DETAIL Q ' d NOT TO WALE EXISTING SEWER MANHOLE DETAIL NOTTQUALE NOT TO SCALE - m tE ' NOT TO SCALE - �• s • -WHEREIN PAVEMENT ADDA DETAIL PROVIDED BY ADVANCED DRAINAGE SYSTEMS INC. a WATERMAIN OR BUILDING .-. SEWER MAIN SEWER FORCEMNN FINISHED GRADE TXT CEM MOUND ENTIRE FACE . IW MIN SEND PLVGICAP ADJUSTABLE COLLAR NDENTIRE S 0) {n m Z TEE ADJUSTABLE BO%LEVEL IMTH OVERFLOW TEE WI90'ELBOW DOWN r I� F m • - - - PAVEMENT BINDER COURSE 5 h WATER MAIN gNpIOR PE WATER TUBING �. WATERMAIN OR - 2-2-CONC.SPLASH BLOCK Z O _ SEWER FORCEMAIN //,&q',�j //�/�-/ CLEAN OUT END CAP ADJUST r� _$vR n a 4 WATERMAIN OR SERVICE BOX GRADE PER GRADING PLAN Y TVP. 10 MIN 10 MIN. ✓•' _ SEWER FORCEMAIN WRAP TUBING IN 012 WIRE SERVICE BOX ROD FINISHED GRADE Reg simtlon. IF SEWER LINES MUST CROSS WATER SUPPLY LINES,BOTHPIPESSHALLBECONSTRUCTEDOFCLASS 150 CONCRETE ',•\ a45'MA% ANDCONNECT TO PRESSURE PIPE OR BETTER AND SHALL BE PRESSURE TESTED AT I SO PSI TO ASSURE WATER TIGHTNESS.IF THRUST CONCRETE CORPORATION SCURBSTOP St?CURB O% -p ROSSING IS WITHIN 1WMINIMUM,BOTH MAINS MUST BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED BLOCK CONCR TLOCK - \ 5'MIN. ADAPTER 1 N DUCTILEIRON PIPE FOR A DISTANCE OF IVEITHER SIDE OF CROSSSING OR INCASED IN CONCRETE 10-EITHER _ WATERSERVICE TUBE PSANO BORROW WWNSOUTADAPTERy- ' \ (PE 3408 CLASS 200) ENVELOPE RISER TO SUIT C SIDE OF CROSSING //-/,. CONCRETE DUCT TAPE - INJECT ION MOLDEp45' ILM FIRM UNDISTURBED FIRM UNDISTURBED THRUST BLOCK _ ENO INJECTION MOLDED SEND(FOR ME ONLY) 4� n WATER MAN SEWER ABOVE MATERIAL MATERIAL 45'WYE OR TEE / BEND-PLAN TEE-PLAN PLUG/CAP-PLAN 1COOVER MOLD DST OFFCPROVIDE TUBE EXTENSION I M'BEND WATER MAIN O NOTES CURB STOP OFF CURB STOP PER � I. CONCRETE FOR THRUST BLOCKS MINIMUM TABLE OF BEARING AREA S SFJ SNAP CONNECTION SEPTIC SEWER PIPE TOWN REQUIREMENTS f�T�A7 COMPRESSIVE STRENGTH OF 300p PSI AT 28 DAYS. SIZE OF BEND BENDS(45 TEES.CAPS CORPORATION - a •. - 18'MIN. 2. THRUST BLOCK BEARING AREAS TO BE IN MAIN(IN.) (9p) g<) OR PLUGS STOP ACCORDANCE WITH TABLE,UNLESS DETERMINED :. 88< 6 3 4 e' PIopct NVmEer. Sheet: IFCONDITIONSREQUIREPIPESTOBECLOSERTHAN OTHERWISE BY THE ENGINEER BECAUSE OF SOIL SERVICE SADDLE - -0 1W,ENOMESEWERIOEACHSIDEOFCROSSINGOR SEPTIC SEWER PIPE CONDITIONS. 10812 12 T 8 WATERMAIN WITH SADDLESUPORT NOTE: 17120 9 of 13 N USED.LORSEWER 3. THRUSTBLOCK:PRECASTORCAST-INPLACEWtlSIDES '188> 18 10 14 FOR CORPORATION STOP HDPE PIPE ALL PIPE AFTER THE ADAPTER TO BET0PIPE PERMITTING SET ONLY SEWER BELOW-c 18"SEPARATION SEWER BELOW>/=1B" FORMED WITH PLYWOOD. INJECTION MOLDED HDPE o SEPARATION WATER CONNECTION TEE FITTING OR N'ELBOW UNLESS OTHERWISE NOTED, E WATER SERVICE/SEWER CROSSING DETAIL _ THRUST BLOCK DETAIL NOT TO SCALE TYPICAL ROOF DRAIN DETAIL NOT FOR CONSTRUCTION sham NumSer: ,� NOT TO SCALE NOT TO SCALE C 9 07 NOT TO SCALE BIQR ETENTION QQNSTRUQT)ON SEQUENCE SETTLEMENT,ANDDDDDITIONAL MEDIA AS NEEDED - • THEIFOLLOWING CONSTRUCTION SEQUENCE IS TO BE USEDAS A GENERAL GUIDELINE.COORDINATE WITH THE C.DO NOT COMPACT BIORETENTION SOIL WITH MECHANICAL EQUIPM ENT. SEDIMENT FOREBAY BIORETENTIOWBIOSWALE OMER.ENGINEERS.AND LANDSCAPEARCHEECTSDDSUBMITAPROPOSEDONSTRUCTIONSEQUENCE FOR - (SEE DETAR)" - SEE SITE PLAN 'PRECAST " REVIEWANDAPPROVALPRORTOCONSTRUCTION. D.GRADE BORETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LODER OR A WIDTH VARIES-SEE PLANS • CONCRETE WEIR DOZERILODERWITHMARSHTRACKS. CURB INLET 'A GROUT ABUTTING CURBING 1. ONDUCTAPRECONSTRUCTONMEETING. - - T - SEDIMENT E. STABILIZE ALL REMAINING DISTURBED AREAS AND SIDE SLOPES WITH SEEDING,HYDRWEEDING,ANDIOR SEE DETAIL�_ �ryCRET PAV R SYSTEM SEE DETAIL ECK DAM _ .� �rY/ i FOREBAY SECTIONS �. 2.CHECK FOR EXISTING UTILITIES PRIOR TO ANY EXCAVATION. EROION CONTROL BLANKETS AS INDICATEDON DRAWINGS. GUTTER LINE 3. CLEAR AND GRUB THE PROPOSED BIORETENTION AREA (SEE SPECIFICATIONS) - - / S.'PLANTINO AZ L -'P$E-LAST^-'L"r��'_�v§OTTOMI FOREBAV -�J' FLOW -� - ,//// /I, �= 3. - r 18• S• it 4.ROUGH GRADE THE mORETENTb A.PLANT AREA DURING GENERAL CONSTRUCTION. � PLANT BIORETENTION AREA IN ACCORDANCE WITH PLANTING PLANS AND SPECIFO CENCR ETE SPECIFICATIONS. � 'yv � �CURBING' : 5. EXCAVATE PRETREATMENT CELLS AND/OR SEDIMENT FOREBAVS PRIOR TO BIORETENTION B.THE PRIMARY FUNCTION OF THE BIORETENTION STRUCTURE IS TO IMPROVE WATER QUALITY:DO NOT / `/ /:' ], -q y @ CONSTRUCTION. - ADO FERTILIZERS OR OTHER SOIL AMENDMENTS TO PROVIDE ENOUGH BIORETENTION ORGANIC MAT INSTRUCTED BY p '.�,. +.G• ./�.. !C.'._-^T` ..0 ` :��-/ �/�/ / ^ .d � / BIORETEMIO/ -- N THE ENGINEER.THE PLANTING SOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TOSJ� ..( �'' .I. {�7`/n •- t /tea/ -- "a &. DO NOT CONSTRUCT THE ENGR DE.A AREA UNTIL ALL DISTURBED AREAS WITHIN THE CONTRIBUTING ry : /� +/\-<\+//,l, \/' f, \ ,.././ ,.....-.F'.- .. .�f. _l._ •A may- // /,L� / (SEED AIL)/ - DEQUATELYSUPPLY NUTRIENTS FROM ATURAL CYCLING. ..DRAINAGE AREAS HAVESEENGRADEOANOSTABILIZED. _ .. .. - /��l/�Y/- \4✓�f��%<"�/' _ Y.•/f�T/f�--r✓yr/r/A(��,��/Y✓-~:f-��/��/wry/T/j-�r//�!�'rYt/ /' �� _ �'/ - _ _ 1 ]. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROLS TO DIVERT STORMWATER AWAY FROM THE C.INST TH FIRS T TWO M PLANTINGS AS IGICATEDON DRAWINGS.WATER DURING WEEKS OF NO RAIN BEDDING MATERIAL \ f+ _. 1 :. A :_ -" - NATIVE BUBGRDE _ / / I � - //�''' N - BIORETENTION AREA -' 'FOR THE FIRST TWO MONTHS. - PER MANUFACTURER r,/j-/ � /j�//j//�j%\f % � - �a'//y /�� - C - 'REQUIREMENTS fv-` - FILTER FABRIC MIRAFI 140N OR n7 /`x 2 S. EXCAVATETHEBIORETENTION FACILITY TO THE BOTTOM INVERT OF THE SUBDRAIN SYSTEM.IF USED FOR _D.DO NOT PLANT BEFORE THE REMAINING DISTURBED AREAS SURROUNDING THE FACILITY ME / '1/// : gppROVEDEOUNALENT //✓y - N 8 TEMPO STORMWATER MANAGEMENT DURING CONSTRUCTION PROVIDE A SURFACE ELEVATION AT A STDIL¢ED. - PREPAREDSUBGRDE - - - - - •1+y"• - ' j MINIMUM 1-FOT ABOVE THE BOTTOM OF UNDERDRAIN ELEVATION AS SHOWN IN THE BIORETENTION E.REMOVE SEDIMENT ACCUMULATED NTHE BIORETENTION AREA DURING THE PLANTING PHASE. _ PROFILE - SECTION A-A SCHEDULE. THIS ALLOWS FOR AN OVR-DIG OF THE ACCUMULATED SEDIMENT FROM WITHIN THE - -- - NO TIES: SEE SPECIFICATIONS FOR PLANTDLEIPERMFABLE PAVER REQUIREMENTS. ,'CRUSHED STONE BIORETENTION AREA PRIOR TO MEDWFASRIC INSTALLATON F.IF SUITABLE VEGETATIVE OVER HAS NOT BEEN ESTABLISHED ALONG THE BORETENTION SIDE SLOPES ,. PRIOR TO PLANT ING,INSTAILASILT FENCE PERIMETER AT THE TOE OF THE BS RETENTION SLOPES AND NOTE: - 9.'PRIOR TO THE INSTALLATION OF FILTER FABRIC AND MEDIA WITHIN THE BIORETENTION AREAS,REMOVE Z. INSTALL PLDTABLE/PERMEABLE PAVER SYSTEM PER MANUFACTURERS REQUIREMENTS. 1, GROUT ABUTTING SECTIONS OF CURBING AS NECESSARY _ AND PROPERLY DISPOSE OF SEDIMENT ACCUMULATED IN ANV PARTIALLY CONSTRUCTED OR TEMPORARY LEAVE IN PLACE UNTIL AN APPROVED VEGETATIVE OVER HAS BEEN ESTABLISHED: _ '3. SHAPE FOREMY AS REQUIRED WITH MIN.6-SIDE SLOPE DEPTH. ... _, �• ANDBIO PROPERLY OFREA ACCUMULATEDOR SEDIMENT INTROLDURALYING CONSTRUCT N. G.INSTALL MULCH LAYER AS INDICATED ON DRAWINGS.MIX APPROXIMATELY HALF OF.THE SPECIFIED 4. SEE SITE PLAN FOR DIMENSIONSGRDING AND ELEVATIONS FOR SEDIMENT FOREBAV -- NTIO -- - MULCH LAYER INTO THE BIORETENTION OIL TO A DEPTH OF APPROXIMATELY 4 INCHES TO HELP FOSTER " 10. :� AHIGHLYORGANIC SURFACE LAYER. : -SEDIMENT FOREBAY - SEDIMENT FOREBAYCHECKDAM - - 11.INSTALLTHEFILTERFABRIC ALONG THE EXCAVATION SIDE WALLS.ENGINEER FIELD VISIT AND REPORT' :H.REMOVE REMAINING EROSION AND SEDIMENT CONTROLS ONLY AFTER SURROUNDING DISTURBED AREAS NOTTOSCALE - NOTT06CALE = 2001- REQUIREDSEE NOTE 13)BELOW., "" - HAVE BEEN PROPERLY STABILIZED. - - - - 12.RIPTHE BOTTOM SOILS TOA DEPTH OF SIX INCHES TO PROMOTE GREATER INFILTRATION. I.CONDUCT FINAL CONSTRUCTION INSPECTION WITH ENGINEER: - A 4�/ERLI'R NLETGRATED 13.INSTALL THE OVERFLOW OUTLET STRUCTURE AS SPECIFIED IN THE DRAWINGS. e.CLEANUP - :- p \11EE NTION PLANT SERASSHOWN @' LNG - J EROSION CONTROL BLANKET 14.INSTALL UNDERDRAIN E INDICATED.S DRAWINGS. ENGINEER FIELD VISIT AND REPORT REQUIRED A.AFTER COMPLETION OF THE WORK,REMOVE AND PROPERLY DISPOSE ALL DEBRIS,CONSTRUCTION r )MIN-� TING PLAN) p• ER PLlWTING OIL FROM BEE NOTE(2) PRIORTOCOVERINGTHEUNDE NDCA.SEEND (31 GS. DEFICIENCIES NCIES AND LE EXCESS OIL,ETC„FROM THE ACLE ANDS ITE.REPAIRPROMPTLYANY IDENTIFIED r ^ - �y .15.INST]LLL PEA GRAVEL LAVER ASINDICATED ON DRAWINGS. - - -'DEFICIENCIES AND LEAVE THE PROJECT SKEIN ACLEAN DDSATISFACTORYCOGEION. r y p,� - 3 / 13• OUTLET STRUCTURE O m 16.DELIVER APPROVED BIORETENTION'OIL AND STORE ON DJACENT IMPERVIOUS,AREA OR PLASTIC " X r + o y+ 1' NG OEP N. HN()MAX) SHEETING. _ _ MATERIAL SPECIFICATIONS W - r r r 11 �r 17.BACKFILL WITH APPROVED BIORETENTION OIL TO THE DESIGN GRADE(UNGOMPACTED)AS INDICATED I BIORETENi10N SOIL QQ /�\ - -%AY?.yi\f. Y e c k B ON DRAWINGS.THE CONTRACTOR MUSTSUBMITASOILSAMPLEQLBSI TO THE ENGINE ER PRIOR TO OIL SUBMIT OIL SAMPLE(2LBS)AND TESTING ANALYSIS RESULTS BY.A QUALIFIED OIL TESTING LABORATORY •v v N W r r \W r LL'r r - - - 2\ /\l= / -- o INDICATING AND INTERPRETING TEST RESULTS FOR COMPLIANCE WITH THE FOLLOWING PARAMETER: r"SLOPE 3:I:MIN.OR -I /;,;;_ FURNISHED PLANTING�ILSEE BPEC�NOTES `' �IORY EATEN;IO/TN SURFACE ON DRAVTOTHE SITE �= W +Y +' r 18.STABILIZE ALL REMAINING DISTURBED AREAS AND SIDE SLOPES WITH SEEDING,HYDROSEEDING,AND/OR A.UNIFORM OIL MIX,FREE OF NOXIOUS WEEDS AND STONES,STUMPS,ROTS OR OTHER SIMILAR.. .r r r, r i •r r.. r AS SHOWN ON -� �/ �/ ;/JJ > /'///////////////// 7��YJ/`\gOTTOM�`O`F`PLANTING OIL EROSION CONTROL BLANKETS AS INDICATED ON DRAWINGS.' ENGINEER FIELD VISIT AND REPORT OBJECTS LARGER THAN 1 INCH. r - 'r 'W r W. r PLANS \ \�5'\ y/f pEAG EL / raY l Y T� C= V M h . REDO RED SEE NOTE(31 BELOW. - B.PROVIDE USDA UNIFIED SOIL CL/SSIFICATION::LOAMYSAND W r r r'r '�1!�,. .\SBOTTOM OF PEA GRAVEL •� �aQ, 19 INSTALL BIORETENTION PLANTINGS AS INDICATED ON DRAWINGS.DO NOT PLANT BEFORE THE REMAINING .'r �'- .C.PROVIOEATEXTURALDALYSIS INCLUDING THE GRADATION AND PERCENTAGES OF SAND,SILT,AND. APPROVED NATIVE / �� (_�.`(.� T y'F N wNy$ Q DISTURBED AREAS SURROUNDING THE FACILITY ARE STABILIZED. CLAYONTENT .. ,. ..r r r r r r r BACKFILL MATERIAL- �J� 'IJr- - - 4\\ r� r r r - 0 m � - GEOTE%TILE FILER FAB 2D.INSTALL MULCH LAYER AS INDICATED ON DRAWINGS.THE CONTRACTOR MUST SUBMIT A MULCH SAMPLE 8588%SAND(<10%COARSE SAND) TOP OF BERM " r r + r \r +• NOTES: O MIRAFI 140N OR EQVAL)RO VERTICAL EXCAVATION SLOPE 1. CONTRACTOR RESPONSIBLE FOR SLOPE .r' MGALLON)TO THE ENGINEER PRIOR TO DELIVERY TO THE BEE. - 6,2%SILT AND CLAY(<2%CIAV) - - r STABILIZATION AND SAFETY MEPSURES �"`� D m m O ® m 0 0 - _ PREFERRED OR ALTERNATIVE. 21.ONDUCT FINAL CONSTRUCTION INSPECTION WITH ENGINEER. ENGINEER FIELD VISIT AND REPORT D.ORGANIC MATTER:3% _ ` r DURING CONSTRUCTION.SIDE SLOPES TO / -' _ SIL E(MAX1:1) - - • r BE 3:1 MAXIMUM SLOPE. REQUIRED SEE NOTE(3)BELOW. - WELL AGED(612MONTHS),WELL AERATED,LEAF COMPOST OR APPROVED EQUIVALENT __ TURF REINFORCEMENT MAT SHALL BE OMNIE�W r W-A1 2. IOAMDDSEED5IDESLOPES PER TYPICAL � 22.REMOVE REMAINING EROSION AND SEDIMENT CONTROLS ONLY AFTER SURROUNDING DISTURBED AREAS PIECEDDEXTENDUNDR TOE D r W r SEE - - m O O O ® m D 13'+ v E.PROVIDE TEST OF THE BIORETENTION OIL FOR CONFORMANCE TO FOLLOWING r� SPECIFICATIONS.USE BIONETS1.GN /-' HAVE BEEN PROPERLY STABILIZED. PH RANGE: 5.2-7.0. _ HEDER COMPLETELY(SEE NOTES) - - BIODEFGRDABLE EROSION CONTROL RECHARGE - - Z �: _ - BASIN DETAIL �4 J -C _4J. ,lJ J J�� .. NOTES: - - MAGNESIUM: MINIMUM 32 PPM.- - - EARTH FILL£WIDE BLANKET OLL SIDE SLOPES, ES,TH ENT TO (1J SEEGENERAL CONSTRUCTION NOTES FOR OVERALL CONSTRUCTION SEQUENCE. - - _ -rlCl/,.��APPROVEDNATNE l '/� (2.)SEEGENERALNOTEWSPECIFICAT...CONSTRUCTION DETAILS FOR DETAILEDCONSTRUCTION PHOSPHOROUS 05): NOT TO PPM. I'DEPfH R WAININGDISTURBEDAREASHALLBE "" '--/ /`-4v=y;--y-y," -' - CKFILL MATERIAL .. In^ 'V, M REQUIREMENTS. POTASSIUM(K20): MINIMUM]B PPM. '- '� VJ fL-- (3JMANDATORV NOTIFICATION/APPROVALOFTHEPROJECT ENGINEER IS REQUIRED PRIOR TO _ SOLUBLE SALTS: NOT TO EXCEED 500 PPM... .. __ SECTION A-Al LOAM&SEEDED OR LANDSCAPED PER .'.BIORETENTION FACILITY DETAIL. O _ r 'n NOTTO SCALE PLANTING PLAN.' NOT TO SCALE - LLI V, PROCEEDING WITH NEXT STAGE.CALL THE ENGINEER(HDft$LEY WITTEN GROUP,INCJ AT SOB8336600 IF THE SOIL PH IS NOT WITHIN THE ACCEPTABLE RANGE,AMEND WITH LIME TO RAISE THE PH OR WITH - J PRIOR T012:OONCONTHE PROCEEDING D_ TOARRANGEzSLEYW REQVESTEDFIELD VISITS. IRON SULFATE TO LOWER THE PH,AS NECESSARY.ALL TESTING SHOULD BE PERFORMED BYTHE SAME (n .. - TESTING FACILITVTOMAINTAINCONSISTENTRESALTS.SUBMIT THE OIL SAMPLE RESULTS TO THE _ .. - .NOTES: _ " ENGINEER REVIEWAND APPROVAL PRIOR TO DELIVERY TO THE PROJECT SITE `_ 1.-CONTRACTOR RESPONSIBLE FOR SLOPE STABILIZATION AND SAFETY 3• LLB w :D MEASURES DURING CONSTRUCTION.SIDE SLOPES TO BE 3:I MAXIMUM.. - 0 ETENTIONCLEANOu MIN I'-' Z U) CONSTRUCTION NOTES _ F.VOLUME OF FILTER MEDIA BASEDON 110%OFPLAN VOL UMETO ACCOUNT FOR SETTLING OR - - STABILIZE BOTTOM B SIDE SLOPES OF DRAINAGE SLOPE. - - .IFL>10-SEEOETAIL : 1 UJ /♦ w COMPACTION. 2. LOAM AND SEED SIDE SLOPES PER SPECIFICATIONS.USEBIONET OVERFLOWOUTLET•A' Z !1T V Q V EAftTM FILL _ - 1. EXAMINATION CHANNELEMENTM T(S CONTROL TURF 3• c A VERIFY LAYOUT AND ORIENTATION OF BIORETENTION AREA AND CONNECTIONS. - - G.ONTGROW-1 OR ROVE AHINDRANCE MATERIALSHEPOR SUBSTANCESE OMAYBEHARM WITHIN REINFORCEMENT MAT(SEE NOES) _ S150BNBIOEGRDDLZEALL SIDE CONTROL THERET WING COVED BEE DETAIL - A.. n MIN > C Q - PLANTGROYVTH OR PROVEAHINDRDCETO THE PLANTING MAINTENANCEOR OPERATIONS WITHIN THE EQUIVALENT TO STABILIZE ALLSIDESLOPES.THEREMAINING �TAPR BIORETENTION OIL � � � � � Z B.VERIFY EXCAVATION BASE IS READY TO RECEIVE WORK AND EXCAVATIONS,DIMENSIONS,AND BIORETENTIONAREA DISTU REED AREA SHALL BE LOAM&SEEDED OR LANDSCAPED PER -PROPOSED SIDE SLOPE PLANTING PLAN. _ FROM OUTLET STRUCTURE Q O F_ U) O ELEVATIONS ARE AS INDICATED ON DRAWINGS. - (SEE PLAN NTON PLANTINGS 2. FILTER FABRIC LL 2. PREPARATION - - : (SEE PVWTING PLAN) _ 0 J r Q B.NON-WOVEN GEOTEXTILE FABRIC WITH FLOW RATE OF>110 GALLONIMINUTESIOUAREFOT. +/, SLOPE 3:I MIN. AS SHOWN ON - '\/F,'\-- N, I EROSION CONTROL BLANKET 6•PDNDING 3 .y„C1L LLI C U/ \ PLANS G I tgl&8344T13 NOT LESS THD THREE BUSINESS DAYS BEFORE \ \ SEE NOTE _A CALL DIGSAFE AT I-B88-D GSAFE / DEPTH( 3) r CZ)- (Mqq ✓ O C.CLASS C'APPMENT OPENING SIZE ASTM-D<T51. / � / � - � PERFORMING WORK - - • \/-� \�- .--�- / Q V" 1 ��// Ui B.REQUEST UNDERGROUND UTILITIES TO BE COATED AND MARKEDWITHINDDSURROUNDING 'D.GRD TENSILE STRENGTH(ATSM-D4832)BURST STRENGTH(ASTM-D-4B33). t �\/ /�\ � "'+//�/'- � -V/ N B•LOAM 8 SEED - /+ Y/`f ./..//lI-�/Y/,f// ( LL� LLL W CONSTRUCTION AREAS. 3. PEA GRAVEL ��//�/+, • (SEE SPECIFICATIONS) \` �'/ TO POFBIOSOIL•B'Y" a Z r +N/. U) ❑ C.IDENTIFY REQUIRED LINES,LEVELS.CONTOURS.AND DATUM. A.3/8'WASHEDSTONE - � \`/- EARTH FILL- ' \� \�- `Y- '�/i r/%i/%-�O w .Z p PREPARED �\\��,+_, ` D.CLEAR AND GRUB THE PROPOSED BORETENTION AREA - e. UNDERDRAIN GRAVEL �-� �TTDM OF BIO OIL-C• �/ � Z \, w r.. I I 3.EXCAVATION A3M CRUSHED WASHED STONE,CLEAN AND FREE OF ALL FINES AND MEETING gASHTO M-43. TURF REINFORCEMENT PEAGRAVELr �//�1��/�ly/�/ O - MAT SHALL BE ONE / \ x / \7\/- ., \\ BOTTOM OF BED•D' A.EXCAVATE BIORETENTION AREA IN ACCORDANCE WITH GENERAL NOTES AND SPECIFICATIONS. e. PIPE /\�� '\ 4�\/�fy,/'�f CD B.TO MINIMIZE COMPACTION,WORK EXCAVATORSOR BACKHOES FROM THE SIDES TO EXCAVATE THE A.UNDERDRAIN - - • - - \� VERTICAL EXCAVATION SLOP ES /, ./,` - Ill- C BIORETENTION AREA TO ITS APPROPRIATE DESGN DEPTH AND DIMENSIONS.USE EXCAVATING - P - l\ \-�L / /- \ BOTTOMOFUNDRDRAIN•G- •q•RIGIDOHEDULE 4D PVC PIPE,WRH 318'PERFORATION5�6.O.C.MEETING'ASTMDI]BS OR AASHTO ./ \/\/\4 PREFERRED OR ALTERNATIVE; /-�. - Y EQU IPMENT WITH ADEQUATE REACH SO H MNOTY KINTHEFOTPRINTOFTHEBIORETENTION M-2]e, / \ ./ SLOPE(MA%it) �;+�+ 1,e,,- 3 //; /\i / r t H ENGINEERS DIRECTION USE A CELL CONS TRUCTONAPPROACHIN + F FILER FABRIC ON 12 AREA IF APPLICABLE AND PER THE EE S QUITTED FOfl THE UNDERDRAIN ONFIGURATONIGILAEDON DRAWING. ZMIN VARIES C TS DDYS FITTINGS AS RE ENDCAP +- UNDERDRAIN OUTLET PIPE FILTER FABRIC BLANKET.AND .. Q TEMM RYCELI—RETENTWITION BASINS,T015E TTHEBARIMESIN M PLITIN EN,SOO TO, TCEL]U SE - - /\�./��/./ - INVERT•E-_ INVERT'F FILTER FABRIC AROUND SIDE WALLS ONLY - F IFL<10(TYP.) TEMPORARY CELLS WITHA10 TO 15FOOTEARTH BRIDGE IN BETWEEN,OTHAT CELLSCD BE B.CONNECTIONS TO STORM DRAIN SYSTEM. - UNDERDRAIN ONLY MIRAFl ED OR C rn EXCAVATED FROM THE BIDE. C.UNDERDRAIN CLEDOUTS - SECTION B•B 4•PRFORATEQ PVC SEE SECTION A-A - APPROVED EQUAL a C - PIPE@0.5%SLOPE(MIN) APPROVED NATIVE BIORETENTIOT FACILITY DETAIL C C.EXCAVATE SEDIMENTS ANYPER PRETREATMENT CELLS AND/OR SEDIMENT FOREBAYS FIRST DDSEALEO TO NON PERFORATED SCHEDULE ao PVC PIPE,PVC ELBOW;CAP,DDALL ASBCOIATED FITTINGS. NOT TO SCALE._ _ - 84CKFILL MATERIAL NOT TO SCALE '(D TRAP SEDIMENTS PER THE DRAWINGS. - T 7. -ION CONTROL BLANKET 13;1$LACE SLOPES ONLY) - D.ROUGHGRADETHELII TIES TOWTHAREADURINGGENERALCONSTRUCTION.EXCAVATE THE - ;NOTES: - - - .A.WOVEN,IW%BIODEGRADABLE JUTE FIBER T.]O LBSIIOW OFT. - TOP OF BIORETENTION FACILITIES TO WITHIN 1 FOOT OF UNDERDRAIN BOTTOM. - .. .SEE SEE� 1. FILTER FABRIC AT BOTTOM OF UNDERDRAIN ONLY: - 'BIONET S150BN OR APPROVED EQUIVALENT. BERM X Q E.IFTHE BIORETENTION AREA IS TO BE USED ASATEMPORARY DRAINAGE STORAGE BASIN DURING THE NOTES NOTES' 2. FILTER FINTRIC ABOVEOTHEPEA UNDERDRGRAVEL_AYER&LL E HORIZONTALLY TICALLY 1-FOOT EARLY STAGES OF PROJECT CONSTRUCTION,THE SIDE SLOPES SHOULD BE TEMPORARILY STABILIZED e. PLANTS 1-INCHx INTO THE PEA GRAVEL LAVERS HORIZONTALLY 1-FOOT AND SILT FENCE INSTALLED ALONG THE TOE OF THE ROUGH GRADED BIORETENTION SLOPES TO RI� ,p , - OFF THE CENTER OF THE UNDERDRAIN PIPE. - 0.ASINDICAEDONDRAWINGS. 3TYP - MINIMIZE EXCESSIVE SEDIMENTATION OF THE BIORETENTION FLOOR. - - L V'A - - N .\i`\-- 2MA1(� -\ \\\ SECURABLE CAP •y �j 4. COMPACTION S. SEED(SIDE SLOPES ONLY) .-/ \//\r Z I I / N _ - A NEWENGLAND ONSERVATIONWUDLIFE/MU(OR APPROVED EQUIVALENT. CREST \•� ,1, L J,•4 N Z/8•LOAM 80EED 4'OVl(MIN) AO COMPACTION WILL SIGNIFICANTLY SGFN�CANTLY CONTRIBUTE DESIGNOFAILURE.EA AND THE REQUIRED BACKFILL. B.APPLICATION RATE 25LBS/ACRESOR PER SEED MNUFACTU REFS REQUIREMENTS. ELEVB /\/ � - -/�%Y//C/)SEE SPECIFICATIONS) 3(MIN) NORETENTION- SOIL-SEE DETAIL 3• - SOLIDOH.OO PVC y- + Co e � - - - - -STABILIZE BOTTOM 8 SIDE SLOPES WITH- °�m n RUSE EXCAVATOROR BACKHOESTO EXCAVATETHE BIORETENTIONAREA to.OUTLETSTRUCTURE LEVEL EROSION CONTROL TURF / /'^/ TJ,�� S 0 p g3 c In CAFTHEBIORETENTIONAREAISEXCAVATEDUSINGALODER,USEONLYWIDETRACKORMARSHTRACK ASIZEASINDICATEDONDRAWINGS. REINFORCEMENT MAT(SEE NOTES) - R I L N T PEA GRAVEL ' y/:/.may�,/, `�l a` S C� U EQUIPMENT,OR LIGHT EQUIPMENT N IK TURFTYPET111-USEOFEOUIPMENT WITHNARROWTRALKS S.FIBERGLASS'REINFORCED PLASTIC MANHOLES OF SIZE INDICATED ON DRAWINGS. .. PREPARED. .OR HARROWTIRES,RUBBER TIRES WITH LARGE LUGS,OR HIGH PRESSURE TIRES CAUSE EXCESSIVE � Y PEAG AVEL - OMPACTION RESULTING IN REDUCED INFILTRATION RATES AND STORAGE VOLUMES AND IS NOT SUBGRADE' _ MIN. .:.\ _ .ACCEPTABLE. - - - NOTES: N - 1. SUBGRADE SHALL BE UNIFORM AND SMOOTH.REMOVE ALL ROCKS,CLODS,VEGETATION OR OTHER D.COMPACTION CD BE ALLEVIATED IS THE BASE OFTHE BIORETENTION FACILITY BY USING A PRIMARY TILLINGOPERATIONSUCHASACHISEL PLOW,RIPPER,OR SUBSOILER.THERE TILLING OPERATIONS ARE LOAM&H (�- NOFILTERFABRIC ALONG PVC UNDERDRAIN n - PERFORMED TO REFRACTURE THE SOIL PROFILE THROUGH THE I2-IN COMPACTION ZONE.SUBSTITUTE _ 2. BOTTOM No SIDE SLOPE WI MAT INSTALLATION. _ \� SEE' DETAIL METHODS MUST BE APPROVED BY THE ENGINEER.ROTOILLERS TYPICALLY DO NOT TILL DEEP 3. BOTTOM No SIDE SLOPES WITHIN THE GRASS CHANNEL SHALL BE STABILIZED RUF REINFORCEMENT- - - +f.-;��,� \��.U=. OTTOMOF THE ,DETAIL - ENOUGHTOREDUCETHEEFFECTSOFCOMPDTIONFROMHEAVYEQUIPMENT. ! MATTING OR ENGINEER APPROVED EQUAL. - FILTER FABRIC MIRAFI- ''ljr f✓/� +�/Ti,/��~X �'-�� BIORETENTION BED ^�../rj /�\Y -�-`NON-PERFORATED 4-PVC ELBOW 4. TURF REINFORLMENT MATTO BE T-REOSORAPPROVEDEQUNALENT. t40N OR APPROVED FILTERFA9RIO(MIRAFI1 NOR 1•MIN. APPROVED EQUAL) - CONNECTION TO UNDERDRAIN PIPE O -E.DO NOT COMPACT BIORETENTION OIL WITH MECHANICAL EQUIPMENT. S. TURF REINFORCMENT MAT TO BE INSTALLED PER MANUFACTURERS GUIDELINES&DETAILS. EQUAL(SEE NOTES) Oy 6. SPREDONE-HALFINCH OF TOPOIL EVENLY OVER MATTING.MAT SHALL HAVE DIRECT CONTACT WITH THE 4•PERFORATED PVC UNDERDRAIN PIPE IN W C U) S. EMBANKMENT/BERM FILL - - - OIL SURFACE. -- - ENGINEERAC ROVED NATIVE OF1'WASHED CRUSHED STONE INA HIGHWAY OR fl4CKFILLMATERIAI M2.01.0 OR EQUIV.). TO TS ACONSTRULT EMBANKMENTIBERM INACOORDANCE WITH SPECIFICATIONS AND INDICATED ON 7. APPLY HVDROSEED WITH ONDEDflBER MATRIX PER THE PLANS&SPECIFICATIONS. j tl) DRAWINGS. ' o EMERGENCY SPILLWAY'WITH TURF BIORETENTION FACILITY SECTION A-A TYPICAL BIORETENTION CLEANOUT DETAIL c2 d S. INSTALLATION _ - - NOTTOSCALE -' l - NOT TO SCALE REINFORCED MATTING DETAIL R tz A DO IMAGE A STRUCTVE E BEEN GRADED AN RSA UNTIL ALL DISTURBED AREAS WITHIN THE CONTRIBUTING Do = DRAINAGE AREAS HAVE BEEN GRACED DDSTABILIZED. � NOT TO SCALE - �•� B.REMOVE SEDIMENT ACLUM ULATEO ALONG TH E EXCAVATION FLOOR DU RING SITE CONSTRUCTION PRIOR OOMED DROP IN MAX.RECOMMENDED Y TOCONTINUING WITH THE BIORETENTION FACILITY CONSTRUCTION, GRATE 24• OVERALL HEIGHT 10- eg C.FORM BOTTOM OF EXCAVATION TO CORRECT ELEVATION. v !' BIORETENTION SCiHEDULS: _ - .•- 'bpi D.GREATER INFILTRATION. TIED,THEN RIP THE BOTTOM BOILS TO A DEPTH OF SIX INCHES TO PROMOTE - - _ r GREATER INFILTRATION - ' ELEV.A ELEV.8 ELEV.C ELEV.D ELEV.E ELEV.F ELEV.G z o E.INSTALL THE FILTER FABRIC ALONG THE EXCAVATION SIDE WALLS AS SPECIFIED IN THE DRAWNGS.IF - INLET AND OUTLET m r DAPTERS AVAI_ABLE4• - Reg stretlon: �_ FILTER FABRIC IS TO BE INSTALLED PLACE THE FILTER FABRIC ON THE SIDES OF THE BIORETENTION [ADAPTER 24• - VARIABLE 4.24- 2: \ PIPED Z Und¢rdr@In AREA WITH AMINIMDM SIX INCH OVERLAP AT ALL JOINTS. - INVERT QH HEIGHT Olet Rim: Bottom BOBed of Pipe Outlet nderdof F.THE BIORETENTION I MY RETENTEMPORARY EROSION DU SEDIMENT CONTROLS AND TO UNTIL IT IS STORMWATER AWAY FROM I I ��. Inlet Rim TOD O(810 BiO Sod Bed Inured InWeB Underdrain "O PROTECTION M IAS AREA DURING EROS CONSTRUCTION ANRICSMIT IB COMPLETED.SPECIAL f WO pR/V «) PROTECTION SIDE SLOPES ES SUCH M EROSION CONTROL CONSTRUCTION BE NEEDED TO PROTECT - ¢¢w N0. 8 $011 R B A rt n= ft O C VULNERABLE SIDE SLOPES FROM EROSION DURING THECONSTRUCTION PROCESS. o <s Wl ) VARIOUS TYPES OF OUTLETS > 1- 98.00 '. 97.25 ' 94.75 :. 84.25 83.52 93.42 93.23 p- G.ESTABLISH ELEVATIONS AND PIPE INVERTS FOR INLETS AND OUTLETS AS INDICATED ON DRAWINGS WMTHWATERTGHT - 2 98.50 97.75 95.25 94.75 94.08 93.98 93.83 / ADAPTERS FOR DS N-12. Notes: H.INSTALL THE OVERFLOWOUTLET STRUCTURE AS INDICATED ON DRAWINGS. `SDR-35 SEINER;OHEDULE - - ' I.INSTALLUNDERDRAIN,INCLUDING 4 INCH PERFORATED PIPE,GRAVEL AND FILTER FABRIC ON TOP OF 40 DWV.CORRUGATED PVC, I 1BOtlOm¢I@Yd110nv$Ud@020/&M¢dd¢d Dlpenit l@y¢t(see detail) THEUNDERDRAINGRAVEL AS INDICATED ON DRAWINGS.PLACE GRAVEL AROUND THE UNDERDRAIN PIPE RIBBED PVC 135• 2 - -- 6'MIN.3IE See Ice sinedule roTouuet I¢61Z2 PLA INDICATED C THE DETAILS.OBSERVATION WELLS AND/OR CLEANGUT PIPES MUST BE PROVIDED(SEE - STONE BASE � PLANS FOR LOCATION).. ' NOTE - � a J. INSTALL PEA GRAVEL LAVER AS INDICTEDON DRAWINGS. _ 1 ADAPTERS DETERMINE MIMED ONDY ANGLED%TO - - Proloct Number. IS—: N KSHEIV GAP PROVEDSIORETENTIONOIL AND STORE ON ADJACENT IMPERVIOUS AREAORPLASTIC \ DAPT RS SEE NYLOPILAST DRAWINGS. UM ANGL ETWEEN °°° - - 17120 10 of 13 ' 7. BACKFILLINO - - - 135• °,20• PERMITTING SET ONLY 8 ABALKFILL Vv1TH APPROVED BIORETENTION OIL TO THE DESIGN GRADE AS SPECIFIED IN THE DRAWINGS. OVERFLOW OUTLET DETAIL NOT FOR CONSTRUCTION SHeet Number B.PLACE OIL IN 121NCH LIFTS UNTIL DESIRED TOP ELEVATION OF mORETENTION OIL IS ACHIEVED.DO NOT TO SCALE C -10 N NOT USEHEAW EQUIPMENTWITHINTHEBIORETENTIONBASIN.HEAVY EQUIPMENT CAN BE USED - AROUN DTHEPERIMETER OF THE BASIN TO SUPPLY OILS AND SAND.WAIT 3 DAYS TO CHECK FOR BY•NYLOPVST-OR APPROVED EQUIVALENT • • . ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/DENSITY UNDERGROUND RECHARGE CHAMBER SCHEDULE CLASSIFICATIONS REQUIREMENT FINAL FILL:FILL MATERIAL FOR LAYER V STARTS ormT FRCMTETOP OFTECLA ER TOTEBO TOM ' ANYSOIUIUCKMATERIALS,NATNESOILS.ORPER. PREPARE PER SITE DESIGN ENGINEER'S PLANS. ELEV.A ELEV.B ELEV.0 ELEV.0 ELEVETOP EIEV.PTOP Bch D. OF FLEXIBLE PAVEMENT OR UNPAVED-SHED ENGINEER'S PUNS.CHECK PLANS FOR PAVEMENT WA PAVED INSTALLATIONS MAY HAVE STRINGENT OF INVERT MANIFOLD BOTTCMOF BOTTOM OF OF. 1 STONE GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS, RECHARGE COVER NUMBER':-CHAMBER RMWIFOLD .HEADER; STUB -BOTTOMOF STONE(FT)F CHAMBER ST DBLBRUWI•RBTBNBQn•RBDhB MAY BE PART OFTHE'D'LAYER : t - CHARL BEGIN COMPAcnONSAFTERIY(399_)OF AREA# TYPE OFUNITS TYPE/MODEL INLETS MANIFOLD. INVERT (FT) (FT) gPSMO M145' MATERIAL OVER THE CIYNiBER515 REACHED. STUBS Subsurface Stormwater Management` A-0,A2yA3 (FT) (FT) ,- 9 INITIAL FILL:FILL MATERIAL FOR LAVER'C GRANULAR WELL-GRADED SOLIAGGREGATE MIXTURES,. COMPACTADDNIONALLAYERSIN6"()MAX O STORMTECH GENERAL NOTES - -' - OR LIFTS TO AMIN.SS%PROCTOR DENSITY FOR - - - -- STARTS FROM THE TOP EMBEDMENT 35%FINES OR PROCESSED AGGREGATE. 'N ':ST SCMT H C STONE(B ECHA BER.N TETHAABOVE EN : WELLIS17 FOMgTER1AL ANO 95%RELATNE URC-1 PAVEMENT 24 -740 3 9300 94.00; 92.40 91.d8 84.96 85.46 TOP OF TIE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALLS CAN BEUSED IN LIEU AASHTO M43' ^iS� DENSITY FOR PROCESSEDAGGREGATE - ---- 3 1. STORMTECH LLCCSTORMTECH)REQUIRES INSTALLING CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S LATEST SUBBASE MAY BE A PART OF THE'C LAYER.. �, y MATERIALS'.ROLLERGROSS VEHICLE WEIGHT' '.STORMTECH -OF THIS LAYER. 3,as7,4,a6],s,W,5],8,6T,ea,],78;e,e9, URC-2'_ GRASS 2:. SC-740 2 85.50 ::_97.00 95.48,.-. 94A8 97.96 .98.71 C INSTALLATION INSTRUCTIONS PRIOR�TO BEGINNING SYSTEM INSTALLATION: :_ :.. .. : ::. : - - 9,19 NOT E%CEEO12,B90D(53L1'9 DYNAMIC .... ...._....... :_.__. - - � FORCE NOT TO E%LEED Z0,0090e(B9 M9. -.. .. O STORMTECH' ' • 2. MR TECHNICALSERVICES ICES SERVICES DEPARTMENT OFFERS IW DALLq NTGEAFR-ICONTACT OUR - - - TONCONSUITATIONSTOINSTALLINGCO EMBEDMENT STONE:FILL SURROUNDING THE - - - URCJ GRASS 2 2 95.50 87.00 85.68� 94.68 97.90 -B6.4B 'y :• TECHNICAL SERVICES REPRESENTATIVE AT LEAST WDAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGEAPRE-INSTALLATION AA4..7 M43' SC-740 : .� B CONSULTATION.OUR REPRESENTATIVES CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH CHAMBER B CHAMBERSFROMT FILL SURROUNDING LNG TH A' QEAN,CRUSHED,ANGULAR STONE 3,35].4,067,5,W.57 NO COMFACTIpR REQUIRED. LAYER)TOTIE'c LAYERABOVE. - URC.4 GRASS 1 STORMTECH 1 95.60 96.50 80.86 9398 87.46 87.98 N SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION REQUIRWENT$BEFORE BEGINNING THE- " - _ _ > SVSTEM'S CONSTRUCTION.CAL11588-&92.2894 TO SPEAK TOATECHNICAL SERVICE REPRESENTATIVE OR VISIT FOUNDATION STONE:FlLLBELOWCHMABERS - - gAgHTO M43' PLATE COMPACT OR ROLL TO ACHIEVEAFIAT I�.$TORA4TECH' .. ®1®I®I®I®I®E NMNVSTORMTECH.COM TO RECEIVE R COPY OF OUR INSTALLATION INSTRUCTIONS. A FROM THE SUBGRAOE UPIOTHEFOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE 3,367,1,46).S.59,5i SURFACE.":, URC-5 GRASS 1 SC 740 1 95.00 BB.5O:';- 94.96 9.T.98 97AS 97.80 ' -OF THE CHAMBER. - 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN(ASPHALT,CONCRETE PAVERS,ETC.):MINIMUM COVER IS 18 - - INCHES NOT INCLUDING PAVEMENT;MAXIMUM COVER IS 96 INCHES INCLUDING PAVEMENT.FOR INSTALLATIONS THAT DO NOT PLEASE NOTE: H u INCLUDE PAVEMENT,MERE RUTTING FROM VEHICLES MAY OCCUR,MINIMUM REQUIRED COVER IS 24 INCHES.MAXIMUM COVER IS 98 I. 'THE USTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST-.BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE.A SPECIFICATION FOR F4 STONE MOULD STATE:"CLEAN,CRUSHED, INCHES. ANGUWRNO.4(AASHTOM43)STONE'. 2. -TECH COMPACTION REOUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN S'(1W-)INA.)LIFTS USING TNO FULL COVERAGES MITI A VIBRATORY COMPACTOR. 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE DESIGN 3. MEREINRLTRATIONSURFACESMAYSECOMPROMISEDBYCOMPACTION,FORSTAN DDESIGNLOADLONDITI0N6,AFLATSURFALEM BEALHIEVEDBYRAKINGORDRAGGINGWTROUTCOMPACTION - PLACE WOVEN GEOTEXTILE EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACTSTOPNITECH FOR COMPACTION REQUIREMENTS. OVER BEDDING STONE TECH S. ENGINEER. M288CLASS 2 NON-WOVEN GEOTEXTILE(FILTER FABRIC)MUST BE USED AS INDICATED IN THE PROJECT PLANS. ADSGEOSSVNTHUCSW1TNON-WOVENGEOTUTILEALONGTOPOF - _ . - ISOLATOR A .STOR SC740 - -SCOUR PROT EC AT ALL CLEAN,CRUSHED.ANGULAR STONE IS LAVER)AND SIDEWALLS _ ROW CHAMBER _CHAMBER INLET ROWS a ONLY.DO NOT PLACE ALONG THE BOTTOM OF A LAYER PAVEMENT SEE DETAIL e. CURRENT TVERSION BETWEEN CHAMBERS ROWS AND(AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATEDIN THE MOST _ CAMBERS ONLY- TWO p•p - w CURRENT VERSION OF STORMTECH5INSTAIIATON INSTRUCTIONS. � � � � �� - � �- � -SEE O N CHAMBERS ONLY 7. BACKFILUNG OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S D B MAINFOLD DETAIL S PERIMETER STONE - UL m E $ INSTALLATION INSTRUCTIONS. - (SEE NOTE 6)- L ) r•,i O I - : : a .. �/c. a �- 8 K -�� .1 6•MIN MIN'.MA% 24"HDPE PIPE ISOLATOR - a I'i, .�• - S. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION INSTRUCTIONS FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT - ,{JJy�,,3y'}rz"JT`- �'+,✓/�- `�'J > +�� INLET SET AT BOTTOM OF - VARIOUSDEPTHSOFOOVER.THISINFORMATIONISALBOAVMI MEATSTORMTECH'SWEBBITE:WAVW.STORMTECH.COM.THE �..':�• h '=1+' n; - .. Y+ c e .p'-g 4+"-- r END CAP CONTRACTOR IS RESPONSIBLE THESTRNMATEPREVENTING VEHICLES THAT TEMPORARY FENCING.WARNING ,10 APPROPRIATELY P R MENT$OPRIAT LY LOCATED SIG ACROSS EXCAVATION SIDEWALI ©� tJ .. - W. Q>• - COMMONNGOVEROE EVENT UATERSVSTED TWICE FROM CINEWARNINSI TAREANDTRUCTI NAREYLOCATED SIGNS ARE (CAN BE SLOPED OR VERTICAL). 1 -. . I - 30" Q.6 COMMONLY USED TO PREVENT UNAUTIROR¢ED VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION AREAS.. - - W fly 5� s y _ • • • yam DEPTNOFBTONE- a m 4e� - .. SEE SCHEDULE - N [0 S. THE CONTRACTOR MUSTAPPLY EROSION ANDS EDIMENT CONTROL MEASURES PE PROTECT THE STORMWATER SYSTEM DURING ALL .PHASES OF SITE CONSTRUCTION PER LOCAL CODESAND DESIGN ENGINEER'S SPECIFICATIONS. f �Il.. I'{I4j II I:;. 3 ``- +-' - "' G 4i 4S - w .. !fIJ:-,,R 11 Illf I is I l j ,l!. 111 715 1 r.Ikl 9IL HIr llllt;i;' Il I411.+y: p)r {L IF�LII,iI NI dl�)i4�Hll .li: r O 9 0 10. STORMTECH PRODUCTWARRANTY B LIMITED.SEE CURRENT PRODUCT WARRANTY FOR DETAILS.TOACQUIREACOPYCALI : ,.IAA,L fIT.-" ,,,)11.0JyItt�111 k I- ill itk, Jy r-J { ,Ine 1 �' --1� IN 4'MIN. STORMTECH AT 15BB892.28 OR VI81T W .STORMTECH.COM. - - - - T SG740 END / `•,1 f LI '_�_.i�il,II.1'+ *I,�-•1 'h 1' ,;,.:J'c)e I ? klr,iL J�C;JI I - DRAINAGE = inmyNQi S c HDPE MANIFOLD INLET - 1Z MIN : SIIBORADE SOILS MIN 51".. _ ,:..:.�•---1YTYP - NETWORK (SEE NOTE 4) - - PIPE-SEE SCHEDULE - NOTES: 30" MANHOLE ERFLO EIR 13- 1. SC-740 CHAMBER$« SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",OR ASTM F2922 - 4'0 MIN. A - 'STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". - Z 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". - :WEIR PLATE ELEVATION (n v ' �--51'• 3. THE INSTALLED CHAMBER SYSTEM TO PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION.12.12 FOR EARTH AND LIVE.LOADS,WITH CONSIDERATION FOR ET EVEN WITH TOP O ACCEPTS 4"SCH 40 PVC PIPE - CHAMBERS(SEE SCHEDULE) - - IMPACT AND MULTIPLE VEHICLE PRESENCE. _ . FOR INSPECTION PORT _ '": ::. .. .. .. .. . S EN WI THE F CHAMB _ 4. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION',EMBEDMENT,AND FILL MATERIALS. :ISOLATOR ROW � '.. O W J 85.4"INSTALLED 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. - - IN FROM 1 6. 'PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. - DRAINAGE-- LU W -79 _ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' NETWORK ::) Z r) = W • OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION: - - : Z LU ♦t\ Q Q 8.- FOR INFORMATION,CONTACT STORMTECH AT 1-888-892-2694. G V MANIFOLD PIPE /(/////k/ OVERLAP NEXT CHAMBER HERE - - _ Vi'/ STORMTECH SC-740STUB Z Z (SEE SCHEDULE) -(OVER SMALL CORRUGATION) -- : - - - - _ - PREFABRICATED END CAP Q Q I- (0 O I--9o.7'ACTUAL--I BUILD ROW IN STORMTECH SC-740 CHAMBER TYPICAL CROSS SECTION INLET PIPE J H -4. H -THIS DIRECTION - - NOT.TO-SCALE SET AT BOTTOM OF END CAP O UJ C (� a) NOMINAL CHAMBER SPECIFICATIONS. - '? -_ - •' ., SECTION A-A / 3 SIZE(W x H x INSTALLED LENGTH) 51.0"x 30.0"x 85.4" _ - _ - - - - Q D CHAMBER STORAGE 45.9 CUBIC FEET - W MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET - - TOP OF CHAMBERS W Z 1 Rif WEIGHT 751DS_ - - ELEV.E W Z (n O '- - - - A" '" A 3 - - - FINISHED GRADE-SEE PLANS Q O- N STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B". - OVERFLOW MANIFOLD - - - - TOP OF STONE - } 1 STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T' - - 48"MIN.0 STRUCTURE WITH ELEV.F " - _- U - � AASHTO M288 CLASS 1 WOVEN GEOTEXTILE .. - � - � ��_ OVERFLOW WEIR rn - STUB A B c OVER FOUNDATION STONE FOR SCOUR ' 24"MIN.SUMP -- INLET PIPE - -- C eTlsomml ePanmm) �Hromml - PROTECTION AT ALL CHAMBER INLET ROWS INV.ELEV.B Lo - - .- sv>wST•Eoer 3 2. � M1l l5omnl eP(zn mm) ww 1 mml _ J a ❑ e'IToo,,.,,1 rol omml 1�s mml MIN eyzoo,.,„1 rol omml 1 smml - IN FROM DRAINAGE - u 1wmmm1 ' ENO mml Iaemml _: NETWORK A A. .INV.ELEV.A � a C lvlaomml wINA mm1 w- m114 mm1 - ,I' �y- ,�, ,x � �' D - STORMTECH SINGLE TEE STORMTECH TRIPLE ECENTRIC MANIFOLD ' SECTION VIEW A-A -. >. 1zlwomm) .roL mm) PTemml BOTTOM OF - = 1 ww a MANUFACTURED BY ADS.. MANUFACTURED BY ADS 1PImsmm1 .1 mml .I�mml _ CHAMBER BOTTOM OF > m13Tsmm1 4P l.w mml - - mla mml G_EOTEXTILE TO -=`\ 24"OACCESS A - HEADERPIPEs¢ES ELEV. 'FOUNDATION \ PIPE REQUIRED' _ Q 8E LOCATED - STONE ELEV.D L� ,P.mmm 1e.ro Bnmm s.w lnmm Nu \--- -- STUBS¢E 4B' 4" 36" 3C 24' 18" 15' 1Y�'10' B• 6" 1 1 1 1 I 1 _ UNDER FIRST �-\ .- 2 O N164Amm1 ?P 1pO mml o.ro1Dmm1 - TWO CHAMBER$ �'�` -' tY AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - - SECTION B-B s"•E°"'e _ ONLY UNLESS AVAIL AVAIL AVAIL - - _ -lq o - OTHERWISE \ 8" AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL STORMTECH SYSTEM DETAIL NOTE ALL DIMENSIONS ARE NOMINAL - NOTED _ - q L� A-I - - - STORMTECH AVAIL-STANDARD HEADERS AVAILABLE - NOT TO SCALE S D-' ALL STUBS,EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM - \-\ m - II� ISOLATOR-ROW � OF.END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS I MANIFOLDS ARE DESIGNED TO BE COUPLED TO STORMTECH a o a v 10 m FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL I - ----- A- PREFABRICATED END CAPS.WHEN USING STANDARD END CAPS, .Q INFORMATION CONTACT STORMTECH AT 1-888-892-2694. J- ,�;\\ STORMTECH - CORRUGATE DPIPE UP TO 10 INCHES CAN BE INSERTED DIRECTLY INTO B I CHAMBERS STORMTECH DOUBLE MANIFOLD THE END CAP.FOR 1Z'INLET PIPES,A CORRUGATED TO SMOOTH PIPE _ 'FOR THE AP APPROXIMATELY THE 24"STUB LIES BELOW THE BOTTOM OF - MANUFACTURED BY ADS ADAPTER IS REQUIRED. O THE END CAP APPROXIMATELY 1:75".BACKFILL MATERIAL SHOULD BE � - (V REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS C- - FOR INFORMATION ' I: LEVEL. - - STORMTECH ISOLATOR ROW MANIFOLD DETAIL _ - ADS MANIFOLD DETAIL CALL 1-888-892-2694 - Fz STORMTECH TECHNICAL DETAILS - NOT TO SCALE NOT TO SCALE O NOT TO SCALE w - - - INSPECTION TI MAINTENANCE 0) STEP 1) INSPECTISOLATORRTS(F'R6SENT), - LJ - _� - CONCRETE COLLAR A INSPEE OVEl OR156F ON 18"MIN WIDTH A.1. REMOV NDCLDON NYOPtAST NUN9 DRAIN -FIINST Q, A.2. USING GAFLASHUGH ANDSTADI ROD.MEASURE _ PAVEMENT CONCRETE COLLAR NOT A.3. RECO FNMAINEANCELOG ROD.MEASURE DEPTH OF SEDIMENT AND - �. C N RECORD ON MERA IN ONCE LOG o' ,gyJ� REQUIRED FOR UNPAVED q,4. LOWFRq CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT m Z s�'` APPLICATIONS LEVELS EN IS Ay A.S. IF SEDIMENT IS AT,OR ABOVE,3-(60 mm)PROCEED TO STEP 2.IF NOT,PROCEED IS" INLINE DRAIN TQ 5TEP3 BODY W/SOLID HINGED COVER B. ALL IsaATaR ROWS : E2 m R _ OR GRATE 8.1. REMOVE COVER FRAM STRUCTURE AT UPSTREAA END OF ISIXATOLi ROW INSPECTION FORT Z C, g n CONCRETE SLAB _.' '� �, ,,- PART#2715AG101P B.2. USINGAFLASHUGHT,INSPECTDOWNTHEISIXATIXtROWTHROUGHOUILET 8"MIN THICKNESS PIPE 'SOLID COVER:1599CGC 9 MIRRORS ON POLES OR CAMERAS MAY BE USEDTO AVOIOACONFlNED SPACE "COVER ENTIRE ISOLATOR ROW k „j� Rep Amtlon. GRATE:1599CGS ENTRY. - - S "b Y 'WITH ADS GEOSYNTHETIC5601T 'Y l FOLLOWOSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING yr ) MnNlOIE NON WOVEN GEOTE TILE 10"PVC SCH40 PIPE L .. 8.3. IFSEDIMENTISAT,OR ABOVE.3"(W nvn)PROCEED TOSTEP 2.IFNOT,PROCEED A -� C + BMIN WIDE TOSTEP3 24'HDPE ACCESS PIPE }U-.� a ya 3 .-SG]dOCHAMBER?T r .." ° k t 5 �Tr C 10'INSERTA TEE STEP 2) CLEAN OUiISIXATOR ROW USING TIE JENAC PROCESS REQUIRED USE FACTORY "-" °'"- "'r. n. '2«..-.� v..,;..-, a,,. ..-n-,- ) CEO C PART#101PSSTIP/105LRUB A. AFIXED CULVERT CLEANING NOZZLE WTI REAR FACING SPREAD OF-(1.1 OR PRE-FABRICATED END d MORE IS PREFERRED CAP INSERTA TEE TO BE CENTERED B. APPLY MULTIPLEPASSESOFJENACUNTILBACKFLUSH WATERISCLEAN PART 9:SC740EPE24B III L I' p{�• / ON CORRUGATION CREST SC-740 CHAMBER C. VACUUM STRUCTURE SUMP AS REQUIRED ? ' STEPS) REPLACE ALL COVERS,GRATES,FILTERS,AND LDS:-OBSERVATIONS AND f CATCH BASIN N ACTIONS. OR e?.kfivfYAiX4f. //J _ SUMP DEPTH V N NOTES: STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. 24"MIN. MANHOLE W/ 1.ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. - - WEIR ISOLOATORROWONLY ADS 9530TK GEOTEXTILE�OUALEN OTEXTILE THAT MEETS - 2.INSPECTION PORTS TO BE INSTALLED IN THE MIDDLE CHAMBER OF EACH CHAMBER ROW _ NOTES , BETWEEN FOUNDATION STONEANDCHAMBERs Pro1•a NUmesr snAa1: _ 4 w 3. FOR STORMTECH INFORMATION CALL 1-888-892-2694 1. INSPECT EVERY 6MgJDLS DURING THE FIRST YEAR OFOPERATION.ADJUST THE INSPECTION SL-740:V' WDE STRIP PERMITTING SET ONLY �7�"20 11 Of 13- INTERVAL BASED ON PREV OUS OBSERVATIONS OF SEDIMENTACCUMULATON AND HIGH WATER FOR STORMTECH INFORMATION O _ STORMTECH 10 INCH PORT DETAIL ELEVATIONS. _ STORMTECH ISOLATOR ROW DETAIL CALL1-888-892-2594 NOT FOR CONSTRUCTION SN•atN� � E NOT TO SCALE ' 2. CONDUCT- MAINTENANCE ITS NECESSARY. NOT ANNUALLY OR WHEN INSPECTION SHOWS THAT NOT TO SCALE C -11 ID SUGGESTED STREET�TREE LIST : - _ I evergreen s n- _4_ _ evergreen screen - - shrubs see list shrubs-see list BotanlealName Common Name �m + Trees Acer rubrum'0pfober Clay. October Glory.Rea Mapi - . Caryirxrs befulus -. : "European HomEmm _ .,� �. r- - . _ ..+� _ _._ _ 0 REAR �S ,' - I.\1 / I S Capaus carolintart American Hombeam i tlquidambarsryrac/flua .. Sweet Gum . + NyssasyAetica- :. Tupelo + eo - - - \ \\J 1 I r Ouercus coccmea Scarlet Oak : - \ } +I + + ,''. / 4s+ 'hd i". i- O,ftl(i I - > I I I I I I I C lfinus americans Yattey Forge'- Valley Forge American Etrn \ "m }� ,. _ s +" - "'I ®""'� - d' -.r NOTE:Trees along access dme It"been setback S.min.from the back edge of curb to 12M LE' . maintain clearance for fire truck access. /r�•�+ Y/ + a - �. 4°J� .,,r / ..__�.:. �•.1 / .. .NOTE:Tree calipers - \ _ _..._. % - " Inpars to be 1.5'capper min.8 3"capper for all tree replacements - "- � }� I - -�---- �-'1' f . \:. - .+ ... ...-_..__..- _.-... I- ry; -I . ._... f1 -' _- ��\1 /'� � -r..� - ., 1`o�� PROPOSED ORNAMENTAL THE , // 21{ OAK° I /!t ±tr.. - } \\\I / , D STAR MAGNOLIA 7 .- + A- I ". - I \\\\ / 'f / �. SHADBUSH U SUGGESTED ORNAMENTAL TREE _-. \ } /\ <. }. \ ./ 1 r P . �_." APERBARK MAPLE �� , aotan/ea/Nams. - Common NRY- ame - I } + _1 %/ i e,N,. -_.,__ _. .._a. I /ry //J \ �F.. 7 p".8 . • .. ., ., _. \ - o +} ' "" Tree. :. } EXISTING BRUSHLINE TO REMAIN - •• Aeer gnseum Paperba*Maple \ / �', j t 't!eL-1 1 CAmelarrchiercanadensis $M1adblow Juneberry + 33Q'M�ofia kobus van.s[Hlata. � btm Magnolia: � � - / CxjW-&um arbamum Sounvooa EVERGREEN SCREEN PLANT LIST o m o= s o - + - Botan/ea/Name - Common Name. m +. + E[T i� /e �rareen.Treea Abies concda WNte Fir-.. :J-1pe-Nrgineana.GurkiP Burkil Red Cedar - +} + / K'oA, fl (�, _//�- t0 L_ J I / PROPOSED EVERGREEN SCREEN V rr Z Thule occidentalis 5maragd Emerald Green American ArboMtae i J ( - }--1 - / -" BURKII RED CEDAR .UPS L `- -__..__ '3 s 1 / i -r.. .." _ I \` EMERALD GREEN ARBORVITAE Shrubs WHITE FIR W \" t e /7/TT ' + ;' Un Z Kebnia latildia Mountain Laurel - _ + \ \ �' / a 4: Rhododendro i mmmum Roses'. Rosebay Rhododendron s r O 1 - - - - - I I W z W = g . Rhododendron PJM.Erne' - PJM Elite Rhododendron: ." �� i + \ t `,k .. D U) _ SUGGESTED FOUNDATION PLANT LIST W JJJ r }' .Bobn/ca/Mama Common Name } / /' �' -y f "j. - - j. I I - _ R Y PROPOS D FOUNO ON PLANTINGS Q IJ A / I I -LITTLE HENRY SWEETSPIRE - W (n SWEET PEPPERSUSH O > c Q 3 -L3 - ../ / / \ + I i Cn + d ....-tls• - • HYDRANGEA \ O W } . ) e - • PRAIRIE DROPSEED \ LIJ Calficarica dxYrotoma Purple Beautybeny / + ; W o Gethre alWolia Paxnmrngbinf Hummingbird Summer Sweet �/ �' �- + _ } I I" \ W Z w .- ' •.- 11 N Fotfrelg0la pardemr Dwarf Fothergilla m // + - ... inn } I I .. .I•/ g Hydrangeamacrcphyga_ Lacecap Hydrangea } + �. / > lie.cranata Steeds'Upnghl' - Steeds'Upright Japanese Holty • } A- ll. I -" `♦ ♦ _ m ' plabra YbmpaUe' Compact hlkbeny � - + ,, v}+; Ile.venicNata Fed Sprde' Red Sprite Wimerbeny I m EXISTING LEYLAND CYPRESS TO REMAIN Ilex verticiRata Southem Gentleman' Southern Gentleman Winterberry y Physocarlws opWilofius- - Common Emtem Ninebark .� Spine japonica Gold Mouixr Grid Mound Splrma ? to Spiraea x.bumalda Ant Waterer Spiraea = Viburnum dentatrsn'Blue Muffin' Blue Munn Artowwood Viburnum- - + / } { + 1 • _ <\ j Viburnum tmobum Cbmpactum' - Compact Highbush Cranberry .}+ "f��.(�`v-��k O SUGGESTED BIORETENTION PLANT LIST - .i + +1 �FFeI + •� - --- l �T �" �" t }. 's -\- _ } ' / � \, f - \\ \\\\ Z 0 OI BoI`anlcal Name Common Name v to 0 Ground CovedGrasseslPerenntats :i I } } } - - - 2 FRr YARD CK _ - va �_-, s i } + / I - (n U Baptima australis - Blue False Indigo = Camx PensyNanfca _ .. Pennsylvania Sedge. - } + }/.,. + o "Chasmanthim IatifoAum' Northern Sea Oats. + +V } } ) - " \\ • Z. O r N tEchinacea puryuma Rrby Star' Ruby Star Purple Coneaower - � _t �\;�-- '°' / } Eragrostls sped bifs" - Purple Lovegrass - - + -t" / / L9/.S'� - / + . \\ - r Eupatmum-datum Joe-Pye Weed + + I / ins versicala Blue Flee //"F + I Y' I {- - 1 LL U w Juncus effusus Soft Rush 0g + + + � i W.. c N Bats,spicata - Blazing Star + I �,,.. 0- 0 .� •.Panicum virpatum Switch Grass- G - --- G G G _ _.. __---G G / G"<. G z U d Schizachynum SWPatlum Standirg:Ovation' Sterling Oration Little Bluestein / _ = Sofidego sempwvinms Seaside Goldenrod - —tA-- - _ -- - - - A• ` ROPOSED B ORETENTIO AREA l 2"W-• LITTLE BLUESTEM 2'W 2"W "W- 2"W` 2"W 2 2"W PROPOSED aS z HGRASS P O STREET R WITC T EE `.S M&SEED MI N HATCHING LEGEND Al GRAPHIC SCALE -S" .. JOE PYE WEED • SCARLET OAK I APPROXIMATE AREA=73,000 SFt Ln �i a4 s _ g h SEED MIX 1 UTTLE LU STEM - A T SE_..MIX r ee .r. 7�/hN U E TUPELO / U P COLONIAL SEED: uTRE BLUESTEM LOAM 8 SEED MIX 2 fN0 MOW) G/-- 10 '0 5 10 20 40 BIGBLUESTEM OOOSFt I AMERICAN ELM HARMONY MIX APPROXIMATE AREA=3, D'I'Fi) - __ soar:vonon HAL F BENT GRASS HARG FESCUES -- S S S— S $ — $ (In 1C21) �. 1 INCH=10 FEET skW C SEED MIX 2 -WAVY HAIR GRAss CL + + + COLONIAL SEED: Sj;%EBLUESTEM SYMBOL LEGEND" BIG BLUESTEM t t t ENHANCED HARMONY MIX uPLANO BENrcRass \n t + ,♦- NARO EVEDSa PROPOSED LARGE SHRUB NOSG?F N + + + PURPUF YEN SUSAN I I ' �// PURPLECONEFLOWER \ T BLAZING STAR JOE PYE WEED \ \ O EXISTING CANOPY TREE TO REMAIN r + PROPOSED STREET TREE PROPOSED ORNAMENTAL TREE /! PROPOSED EVERGREEN SCREEN _ Props aumb•r srwor: N 17120 12 of 13 BIORETENTION AREAS \/ If PROPOSED SMALL SHRUB/ ORNAMENTAL GRASSES sheet NumGor: E +` LA-1 ro GENERAL PLANTING NOTES: GENERAL SEEDING NOTES: - - 1. THE FOLLOWING NOTES ARE PROVIDED AS GENERAL PLANTING GUIDELINES 1. SEND A REPRESENTATIVE SAMPLE OF THE TOPSOIL TO A TESTING LABORATORY - - - V CLEARANCE * w ONLY.THOROUGHLY REVIEW THE PROJECT SPECIFICATIONS FOR ALL FOR STANDARD SOIL ANALYSIS AS DESCRIBED IN THE SPECIFICATIONS.SUBMIT - AROUND DRIPL LANDSCAPE REQUIREMENTS PRIOR.TO THE COMMENCEMENT OF ANY LANDSCAPE TO THE LANDSCAPE ARCHITECT AND ENGINEER TEST RESULTS WITH - - - _ OF TREE INES S SNOW FENCE _ WORK.SUBMIT IN WRITING TO THE LANDSCAPE ARCHITECT ANY QUESTIONS OR RECOMMENDED SOIL TREATMENTS TO PROMOTE PLANT AND GRASS GROWTH. CLARIFICATIONS REQUIRED AT A.MINIMUM OF 30 DAYS PRIOR TO ORDERING ANY CORRECT DEFICIENCIES IN THE LOAM AND STOCKPILED TOPSOIL AS DIRECTED BY Id 41 U *fl�p'CII 6tr STANDARD ' MATERIALS OR BEGINNING ANY LANDSCAPE CONSTRUCTION :THE TESTING AGENCY. I PLANT TREE PLUMB i I .X ak^. STEEL POST PRUNE BROKEN OR DEAD / BRANCHES AS DIRECTED BY g 6�a S. PLANT TREE PLUMB 1 i.k I 2. SUBMIT TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL ALL 2, ALL AREAS THAT ARE DISTURBED AND/OR GRADED DURING CONSTRUCTION ARE _; PR UNE BROKEN OR DEAD. .LANDSCAPE ARCHITECT ��J II REQUIRED LANDSCAPE SUBMITTALSAS DESCRIBED IN THE SPECIFICATIONS TO BE BROUGHT TO FIN ISHEDGRADE WITH AT LEAST4 MINIMUM DEPTH OF GOOD - e BRANCHES AS DIRECTED BY -' x ^�"�'� GRADE . INCLUDING A PLANT LIST WITH PLANT SIZE AND QUANTITIES TO BE ORDERED - QUALITY LOAM AND SEEDED WITH A QUICK GERMINATING GRASS SEED SUCH AS : tAN0.5CAPE ARCHITECT • / I / -v. I I...I I ..i.. PRIOR TODELIVERY TO THE PROJECT SITE. NEW ENGLAND EROSION CONTROL RESTORATION MIX OR AS SPECIFIED ON,THE PLANS. I - .. .. ... .:. NYLON GUY WEBBING 3. FURNISH AND INSTALL ALLPLANTS AS SHOWN ON THE DRAWINGS AND IN THE STAPLE oa TIE To STAKE SIZE AND QUANTITIES SPECIFIED ON THE PLANTING SCHEDULE. PLANT 3. PRIOR TO THE PLACEMENT OF TOPSOIL.LOOSEN THE SUBGRADE OF ALL _ _ EVERGREEN TREE y SUBSTITUTION SELECTION MUST BE APPROVED BY BIOLOGIST OR LANDSCAPE PROPOSED SEEDED AREAS TO A DEPTH OF WAND RAKE TO REMOVE STONES- g NttoN GUY WEBBING -- -- > I I i I I I I $ -ARCHITECT PRIOR TO INSTALLATION. LARGER THAN 1 INCH,STICKS,ROOTS,RUBBISH AND OTHER EXTRANEOUS STAPLE OR TIE TO STAKE MATTER AND LEGALLY DISPOSE TO AN OFF SITE LOCATION. 4. ALL PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 : 1 FIRST RIEs WOOD STAKES " TOFIRST WHORL TE BRANCHES IAOODSARIES "AMERICAN STANDARD FOR NURSERY STOCK."LATEST EDITION,PUBLISHED BY 4. DO NOT SPREAD TOPSOIL IF THE SUBGRADE IS FROZEN,EXCESSIVELY WET, -'-IIIT � @ 1zD DEGREE INTEavALS AaD � �� -�WOOD STAKES ro FIRST WHORL THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION INC. COMPACTED OR NOT PROPERLY PREPARED PER THE NOTES AND I .. PLACED PLUMB .OF BRANCHES@ 120 DEGREE - - SPECIFICATIONS. - INTERVALS AND B 5. PLANTS TO BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE - _-INTER LACED PLUM �t� m LOCALITY OF THE PROJECT FOR AT LEAST TWO(2)YEARS USE HEALTHY WATERING NOTES: q.a' • - - MIN. 3•SHREDDEO MULCH IN TREE PITOR AS INDICATED 1 NURSERY GROWN PLANTS,FREE OF DISEASE,INSECTS,AND PESTS.EGGS OR.: • - ,. .. - - �. f.. - LARVAE;AND HAVE A WELL DEVELOPED ROOT SYSTEM. 1. PROVIDE PROPER PLANT CARE,MAINTENANCE AND WATERING ON SITE UNTIL REMOVETOPTHIROOF REMOVE TOP THIRD OR : L) e SUCH TIME AS THE LANDSCAPING IS ACCEPTED BY THE PROPERTY OWNER AS BURLAP Ai RoorBALL q'o•MIN. MORE OF SURIAPAROUaO SNOW C m f�, 1'-0•CLEARANCE 6.-INSTALL PLANTS WITHIN ONE(1)WEEK OF PURCHASE. IF PLANTS ARE TO BE SATISFACTORY PER THE SPECIFICATIONS OR AS DETERMINED BY ANY WRITTEN ✓' 3•SHREDDEDMULCH ._ROOTBALL AROUND DRIPLINES-{ FENCE Q STORED AT THE SITE PRIOR TO PLANTING,IT IS THE CONTRACTOR'S - AGREEMENTS BETWEEN THE CONTRACTOR AND PROPERTY OWNER. ` IN TREE PITOR AS INDICATED OF TREES I O y° - RESPONSIBILITY TO ENSURE THEY ARE PROPERLY MAINTAINED,WATERED,AND - : - - SCORE ALL SIDES AND BOTTOM - STEEL STANDARD ,�f.J;,,��„•,;2Y- OF HOLE -IIi19flfl.P fli fl IP flAB'1 R� STEEL.POST5V O.C. m REMAIN HEALTHY. 2. ESTABLISH AN APPROPRIATE WATERING SCHEDULE FOR ALL PLANT MATERIAL 'S /. / // / - - BASED UPON PLANT SPECIES REQUIREMENTS AND PROVIDE IN WRITING TO THE y 7 r<•saL SAucER C c m 7. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER LANDSCAPE ARCHITECT AND OWNER FOR REVIEW AND APPROVAL,ADHERE TO / l� <•� A .G CONDITIONS PERMIT.SUBMIT TO THE LANDSCAPE ARCHITECT IN WRITING THE. THE APPROVED SCHEDULE UNTIL PLANTS ARE FULLY ESTABLISHED. y.� PROPOSED PLANTING SCHEDULE.OBTAIN APPROVAL OF PLANTING SCHEDULE; '. " - .. MIN.. ✓ ra;1i y, _��---- ✓- - // l F= - - - IT FROM THE LANDSCAPE ARCHITECT PRIOR TO PERFORMING ANY WORK. 3. AT A MINIMUM THE NEWLY SEEDED AND/OR HYDROSEEDED LAWNS SHOULD BE _ t -_ j^ GRACE C /, / PREPARED PLANTING / : l WATERED DAILY.SPECIAL CARE SHOULD BE TAKEN TO ENSURE THAT THE LAWN" „ `-' + ' SOIMIXTURE "PREPARED PLANTING 1.2 .. .. •- ./' L Y ,D• t IS NOT SATURATED DURING WATERING. IF AN IRRIGATION SYSTEMIS NOT ` ' - - ` m °'n S, SEASONS FOR PLANTING: r l;,!`i, - 1T SOIL MIXTURE % vj i�. _ a w :PROVIDED,A TEMPORARY IRRIGATION SYSTEM OR HANDHELD GARDEN HOSE � `- " V• MIN.. �''- - 21 -r <(..' e SPRING: DECIDUOUS: APRIL 1 TO JUNE 15 _ 11jtL/-i; �i ,! / fd.IN -.._.- / • ,> is ....,ifji/ O y SHALL BE USED FOR WATERING SEEDED AREAS.THE AREA MUST BE MAINTAINED ''� Y 1 ✓�C: =i- PERVIOUS SOIL /( >_ y� / EVERGREEN: APRIL.1 TO JUNE 15 lI✓, f .'( ^6 f - DECIDUOUS TREE 2 Ln w y$$ $O PERENNIALS: "- APRIL 15 TO JUNEI CONSISTENTLY MOIST FOR THE BEST GERMINATION RESULTS.ADDITIONAL -- GROUNDCOVERS: APR 15 TO JUNE_? WATERING.WILL BE REQUIRED IF PLANTING AND SEEDING OCCUR OUTSIDE OF / - e_v'v / I j✓/ rl✓� �v - NOTES: - - THERECOMMENDEDPLANTINGSEASONS. 1J, - flf J 1. FENCING SHALL BEORANGE RESINETSM60 BARRIER FENCESNOWFENCE'OR APPROVED, •_ 2z DIAMETER OF ROOT BALL t• _ EQUIVALENT.FALL: DECIDUOUS: SEPTEMBER 15 TO NOVEMBER IS : - `%!�,l.M'1 2. POST SHALL BE HOT ROLLED RABSTEEL AND FORMED INTOAT.DIMENSIONS OF T POST SECTION, EVERGREEN: - SEPTEMBER 15TO NOVEMBER IS - - - - APPROAMATELY 1711T X I WIT 11W X 6(SUL FEET)LONG.THE POST SHALL BE PAINTED GREEN OR `^- - PERENNIALS: SEPTEMBER 15 TO NOVEMBER I5. _ _ - 2 x DIAMETER OF ROOTBAU. GALVANEED. V GROUNDCOVERS: SEPTEMBER 15 TO NOVEMBER IS - - J. THE FENCING SHALL REMAIN IN PLACE UNTIL ALL EXCAVATION HAS BEEN COMPLETEDAND THE Z SURFACE HAS BEEN RE-ESTABLISHED LIVE STAKES: PLANTS WHILE DORMANT FROM DECEMBER 1ST.THROUGH. .. - - .. .. TREE PLANTING - CANTING OTECTION --Fn U) MARCH 31ST - - EVERGREEN NTING DETAIL TREE P DETAIL TREE PR DETAIL D�-•� _ - : NOT TO SCALE' :-. -- NOT TO SCALE NOT TO.SCALE .. J W 9."PLANTING UNDER FROZEN CONDITIONS IN EITHER THE SPRING OR FALL WILL NOT - - - _ F O J_ BE PERMITTED.PLANTING BEFORE OR AFTER THE ABOVE REFERENCED PLANTING DATES WILL INCREASE THE LIKELIHOOD OF PLANT OR GRASS SEED _ - - - W ~ W ESTABLISHMENT FAILURE.ANY DEVIATION FROM THE ABOVE REFERENCED - - " D w W PLANTING DATES IS UNDERTAKEN AT SOLE RISK OF THE CONTRACTOR AND IT IS . - Z c 'P1 U THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY ADDITIONAL _ - - w G v Q MAINTENANCE AND WATERING WHICH MAY BE REQUIRED TO ENSURE - - - - - > a Z U) W SATISFACTORY PLANT AND SEED ESTABLISHMENT. - - .. p Q O U a 10.FURNISH ONE YEAR MANUFACTURER WARRANTY FOR TREES,PLANTS,AND . ' : TOPSOIL-NO STONES GREATER THAN I.O, - O ; ~ c FINISH GRAD COECTIONTTHAHANKE PRIOR SE <'C7 O W C G GROUND COVER AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY O UU G DIRECTIONS 8 FINE RAKE PRIOR TO SEEDING 01 GROWTH,EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE - - 11IaJI��O�LAAMPI>SIiI.:L6)IIu�WI III), � � � O W MAINTENANCE,NEGLECT,OR ABUSE BY OWNER,OR ABNORMAL WEATHER - -' � � -) SUBSOIL-COMPACTED AT 90%MA%IMUM DENSITY W .// Q a CONDITIONS UNUSUAL FOR WARRANTY PERIOD.THE DATE OF FINAL - - - g.- a z Z J ACCEPTANCE OF ALL COMPLETED PLANTING WORK ESTABLISHES THE END OF _ • _ SEED-AS SPECIFIED IN NOTES AND DRAWINGS W 1 TOP DRESS W4•HAY MULCH AFTER SEEDING. ��.- Z ' IN AND INITIAL MAINTENANCE PERIOD AND THE COMMENCEMENT OF - • - ,/ /r N THE GUARANTEE PERIOD. - _.. .. .. .. -. - // ✓. /' - Q 11.ALL TREES WITHIN 5'-0"OF WALKWAYS AND SIDEWALKS TO HAVE A V-13" tI SCORE ROOTBALL _ IF POT-BOUND STANDARD BRANCHING HEIGHT. - C - • .REMOVE CONTAINER �• '3 12.INSPECT ALL AREAS TO BE PLANTED OR SEEDED PRIOR TO STARTING ANY - LOOSEN ROOTS � N LANDSCAPE WORK.REPORT ANY DEFECTS SUCH AS INCORRECT GRADING, p` INCORRECT SUBGRADE ELEVATIONS OR DRAINAGE PROBLEMS,ETC.TO THE - $ - 'y -LANDSCAPE ARCHITECT AND ENGINEER PRIOR TO BEGINNING WORK. - - - LOAM AND SEED DETAIL _ CONTAINER PLANT ROOTBALL TREATMENT - c COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF SUBGRADE AREAS TO BE - - -- NOT TO SCALE - NOT TO SCALE C -PLANTED,AND THE LANDSCAPE CONTRACTOR ASSUMES RESPONSIBILITY FORca - ALL LANDSCAPE WORK. - _ PRUNEBROKENOR DEAD j 13.PROVIDE PROPER PREPARATION-OF ALL PROPOSED PLANTED AND SEEDED : - - BRANCHES AS DIRECTED BY Q AREAS PER THE NOTES AND SPECIFICATIONS. , - - - LANDscAPE ARCHITECT - PLANTSHRUBPLUMB C O 14.ALL PLANT LAYOUT AND ACTUAL PLANTING LOCATIONS ARE TO BE FIELD VERIFIED 11W,6•STEEL LANDSCAPING EDGING TOP OF ROOTBALL y - O - - DENSEGRADED TO MATCH FINISH BY LANDSCAPE ARCHITECT PRIOR TO PLANTING.NOTIFY THE LANDSCAPE AGGREGATE SURFACE COURSE GRADE WRHIN I• 3 SHREDDED BEY- - N ARCHITECT AT MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO SCHEDULING ANY - -y6arq•RNER WASHED DI REMovE ioFTHIROOF -� FIELD INSPECTIONS. - - 'NE BURLAP AT ROOTBALL XSHREDDED ,R - . 1 • _ MULCH AS INDICATED @ 'y 0 c 15.BALL AND BURLAP:REMOVE BURLAP AND WIRE BASKETS FROM TOPS OF BALLS - q / „•'/>,l/l� PIANTABLESDIL $ 3 m '^+c•^-�s�, f f l ri•SOIL BERM o 0 IO AND FROM TOP HALF OF ROOTBALL SETTING. AS INDICATED ON DRAWINGS.REMOVE T t ✓ l ✓�, PALLETS IF ANY BEFORE SETTING. 2 16.'POTTED PLANTS:REMOVE THE PLANT FROM THE POT AND LOOSEN OR SCORE - 1 COMPACTED SUBGRADE O THE ROOTS BEFORE PLANTING TO PROMOTE OUTWARDS ROOT GROWTH INTO - - - - COMPACTEOGRAVEL BORROW BASE 111 .' \� v„�ll{�� / CV 6'MIN t _ : I THE SOIL. ~J�l f�' 1 q •, // PREPARED PLANTING t S SCARIFY BOTTOM OF /�J�//{/ A ZY� SOIL MIXTURE PLANTING HOLED 17.PLUGS:PLANT UPRIGHT AND NOT AT AN ANGLE.DIG PLANTING HOLES LARGE - - - - DEEP I� .. - - - - 15'STEEL STAKE - I ENOUGH AND DEEP ENOUGH TO ACCOMMODATE THE ENTIRE ROOT MASS.PLANT ✓,,�,,,, UNDISTURBED PERVIOUS O PLUGS WITH NO TWISTED OR BALLED ROOTS AND WITH NO ROOTS EXPOSED - ,Fvj>',� j�+ ,✓✓��, /v i� SOIL w ABOVE THE GRADE LINE.-HAND PACK THE SOIL AROUND THE ENTIRE PLUG ROOT zx DIAMETER of c- MASS. - ROOTEALL d - 1 t O 18.DIG THE THE PLANTING HOLE TO THE SAME DEPTH AS THE ROOT BALL AND TWO - LANDSCAPE EDGING DETAIL SHRUB PLANTING DETAIL Q d TO THREE TIMES WIDER.SCORE ALL SIDES OF THE HOLE,PLACE THE PLANT IN , NOT TO SCALE - NOTTO SCALE U S THE HOLE SO THE TOP OF ROOT BALL IS EVEN WITH SOIL SURFACE.FILL THE - C HOLE HALFWAY AND THEN ADD WATER ALLOWING IT TO SEEP INTO BACK FILLED A'g MATERIAL.BE SURE TO REMOVE ALL AIR POCKETS FROM BACK FILLED SOIL. DO - - ,�B m a NOT SPREAD SOIL ON TOP OF THE ROOTBALL. IF SOIL IS EXTREMELY POOR, - RETAIN SAME FINISH LGRADRADE BEFORE PLANTING AS ORIGINAL GRADE BEFORE >, REPLACE BACK FILL WITH GOOD QUALITY TOP SOIL AMEND THE SOIL,AS DIGGING NECESSARY. - o s n 79.CREATE A 2"T04"BERM AROUND THE EDGE OF PLANTING HOLE WITH REMAINING _ + + + +EO EO. GENTLY FOOTBAOSENLL WI SOIL FROM - _$ It (� / \ AROUND MAIN WITHOUT Rop sVebon. SOIL TO RETAIN WATER. - / \ SEVERING OVER M U ROOTS.SPREAD lV + + + + -- SU IS BGRA OVER MOUNDOF UNDISTURBED \o111GF111s1,� '-' 20.REMOVE ALL PLANT TAGS AND FLAGS FROM THE PLANTS. - - d 21.MULCH ALL PLANTING BEDS AS INDICATED ON DRAWINGS.UNLESS NOTED eG. AWAY BA M BASEH.PULL MULCH O•c OTHERWISE,ALL PLANTS TO RECEIVE 2-3 INCHES OF MULCH.DO NOT PILE OR + + + + + � ^W^YFRGM BA6EDFPERENNML' - PERMITTING SET ONLY =a m �_ d MOUND MULCH AROUND THE PLANT STEMS OR TRUNK. REMOVE SAUCER AFTER ONE SEASON. 1=� - NOT FOR CONSTRUCTION u9 ho.15' r 22.TRIM BROKEN AND DEAD BRANCHES FROM TREES AND SHRUBS AFTER PLANTING. + + MOUND wir11 EXCAVATED SOIL TO S• NEVER CUT A LEADER. + + ^ytZ CL ABOVE FINISHED GRADE. - /�MDSGPI�VP EXCAVATEHOLETODLIMETER2% WIDER THAN ROOTBALL.BACKFILL - USE EQUIDISTANT TRIANGULAR SPACING FOR PLANTS-FOR ACTUAL SPACINGb '1C: Z WITH LOAM. Prolod Numbs Ish I: SEE PLANS OR PLANTING SCHEDULE 17120 13 of 13 V N 2 x ROOT BALL DIAM. LE E PLANTING SPACING DETAIL PERENNIAL PLANTING DETAIL snaaN�LA 2 N NOTM WALE NOT TO SCALE ` l0 \` t1 O:-Parking LotLighfi � - - ----- -- - - ---- - --- - - - -- __ g• - - Dusk to Dawn Solar I 61 IE' 2MAPLE' -- — Powered Light 4 - X. Wa kway.Li htin I ; z Low:L el Solar Walkway. ,-------- - Y I \ . Lights DUCTILE FIRE PROTECTION. L-T-----J .. Ca SUGGESTED F NRISH D FLOOR EL. 02.75E / .. p, y' SERVICE I ° TOTAL ROOFAREA=2,160 2'DUCTILE IRON (INCLUDING.PORCH AREA) I - m DOMESTIC WATER ( - v.e - I -- �r INV=97.00 SERVICE g - m A. CTRIC METER TYP•i 5-" ,-ice - - I i 24 .. \ .. o i ly^ O -:�— �_.-_.__-.J. :• .,2FAISE; L ,� _ _ o o 9 ELECTRIC HAND HO_LES' A om N R$ $ I^� �{ UNDERGROUND ELECTRIC-- - �� s `-P !✓4,.> - - Z TELEPHONE AND CABLE {J a4 EHH :EIT/C HH E/f/C a _ 1 : / - - W i - SERVICE N 4 a _ ._, r ERrc L J 1 2.tryEl^ L _ ® X ^ "_es EMT /!r j ELECTRIC METER TYP. + / \ /I W ! I W fn = Z I 4'MIN. THREE 1-BEDROOM DWELLING UNITS; i - I - _ s OTASL�ROOF ARXG"E60 SF s I{T \\\\\\\\\ \ Z Z < d \ I. ...--....._.... (INCLUDING PORCH AREA) •` i I�l DING Q \ \ TWO 2-BEDROOM DWELLING UNITS SUGGESTED FINISHED FLOOR EL.=102.5 I a t \ d Z TOTAL ROOF AREA=1,442 SF I I f : \ \ L0 N (INCLUDING PORCH AREA) I I •'`I .� \ \ _ _ Q m INV=97.00 I wd �•_ All / `r! �I S \ � _ ea 6'PVC GRAVITY SEWER.. V/� .�T °a I L=3r,S=1.0% / ,// - a \ \ - LL �I 6'PVC GRAVITY SEWER I i 1' I / L=12',S=1.0% 10'MI INV=97.00 'c - ��`i 2'.DUCTILE IRON ! I - I x FIRE PROCTILTECTION j.• .. `,\ \ DOMESTIC WATER TE TION \ SERVICE PIPE - _ .- CROSSING I 13 �. SERVICE 2'DUCTILE IRON Q - // I / es 1�i 3 3 DOMESTIC WATER p z Ot c0 f a o CD d. PIPE �- _ I -,� i; O O o m `o u1 - !�• - u7 CROSSINGS - T . s 2 U< .. 1 TER TYP - - w (7 { - -_ GAS ry 6'PVC GRAVITY SEWER L=108,S=1.0% / Y MIN.TYP. ! RIM 100.6 (/ 15t 240 / c INV.IN=95.80 -- { NV.OUT=95.70 `. ci O/lfd tA1/3 o , 6^PVC GRAVITY SEWER , 3 - -- _ _. _. _ ._ - r - -- - - - - - - TION 3$ T PERMITTING SET ONLY .. ..... _ _____ ..__ ___,F. ..._�... _ - _ ONS_ _ h -; - -- — ——.... E ..-.._:. °, - ....._ ....�_...I . .:......_ _....__ .� _...._:_-____ 2"W..CO ...._ .. _-L`-2"W .'.__- - __.. .. - 2 W- _. -NEW UTILITY POLE AND ELECTRIC SERVICE_..._2 W .....__. - 2 W_ W NNIECTTI EXISTING GAS LINE 6 N '. 2 W 2 W COORDINATE WITH EVERSOURCE.- .. W ....__ _ - .___ _.. .._2,•W ..._.._. _ ,• - a - t m r.. 2. o COORDINATE WITH EVERSOURCE 'o m v rn - PIPE i� LOCATE&ABANDON 3 I PAVEME TPATCH RIDGEWOOD AVENUE EXISTING WATER h - CROSSING SERVICE 3 3 60 LF t 165 SF t Reereo-euon {9P._IiLGkiT QY WAY=WID3H) --/ - J 3:- I_Fv=ir- CONNECT TO EXISTING GAS LINE - P SAWCIIT&/ SAWCLIT&-�"1= - COORDINATE WITH EVERSOURCE - . p .-__ ..._.. __- o.... .. ......._ - r, .. _..-. S ---°-- ._.'S-_.___ .__ S_.......... ___. `,__._. ........... . S _..PAVEMENT PATCH a ( ... ...__ _. _ -.--_ __ .-__.___ _....� __.__ _..._ 4........ ...... ... 5 ... -. ........_._�_S-.-______ c ..._... .. -Y tV _ A .... ..PAVEMENT 50 LF t,70 SFt 60 OSFt PIPE - ENT P d BENCHMARK .., . // \-SMI LF 2,24 CROSSINGS 8,W ........ .....W.___6"W... ...._._ .........6-.W_--.. MAC,NAIL SET.ISb Wl. RIM 100.1 PIPE I -___ _........ ...__ _ .....-... ....... ___. r a PAVEMENT I .6°W.... INV IN CM CROSSINGS o'er-.....�6„ .. .... ....:... .......6°W.......... ......8„W ___,6'W-.... _.....6..W ... .._g„W.-.. ._ 6°W....... 0 INVO T(5 —._ -. ._. -- -- -1 lip w_ :-_._ t _ UP 1431a ...\-l _ +A'.. n.VH riv.—�-- 3.rJ _ _._.__OF W ....-'--UP✓�'>73/5 Jr l w _... V7--.. l IV{_ - _' ----OFiW -- --- - CONNECT TO EXISTING SMH/� �' "°T -- -----OHw- - s� GRAPHIC E GRAP SCALE p - -- - - a. WITH INSIDE DROP CONNECTION .. .-.___.-- -....__--.___--_,.___ ___._-_._-.._.-_.__ ___. Project Nu r. jSh11t: — - -- m D s 10 20 40 17120 7 of 13 INV=95.40 .. -- - CONNECT TO EXISTING UTILITY POLE 143/65 WET TAP WITH 2 Street NuniEet: E COORDINATE WITH EVERSOURCE CORPORATION STOP TYP. (in feet) 1 INCH=10 FEET C -7 AREA .51371 SF t ( GENE I / r rt tt I romp E REQI 5&51 _ "_` "- \ 11 II DAY` H j 1 1 1 1,111 i HUKI DES[ ER. I AVLJ PR s ii t r--N i = �-- / j I i 0136 OO r r�auce a esrn L8 @BeB..B.ma v%7 I !;5 [1s1 l 1 1f_.I. 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