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Modification
Schermerhom Baybrook Professional Park MODIFICATION Location: Bay Road Tax Map No. 296. 12- 1 -24 Modification to a previously approved subdivision. The modification reduces number of lots from 16 to 10 and deduces length of proposed Town road. Subdivision No . 9-2000 Schermerhorn, Richard Baybrook A artmentP Expansion Project Is Walker Lane Townhouses Map filed under Walker Lane Townhouses Richard Schermerhorn 32 multifamily residential units on the site of an existing 48- unit multifamily residential development on Walker Lane Apartment Building: A, B, C and D Each has 8 units per building Approved: August 17, 2004 Tax Map No. 296. 11-1-28 Zoning: PO Professional Office Front setback: 30 ft. Side setback: 10 ft. Rear setback: 10 ft. 112L TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 November 27, 2002 Re: Subdivision No. 9-2000, R Schermerhorn,Modification �-- Dear Applicant: This letter will serve to notify you of the decision made by the Planning Board with regard to the above referenced application and to inform you of the next phase of review necessary. Your application, after review and consideration by the Planning Board, was APPROVED. A copy of the resolution is attached. Additional requirements and review for this project shall include: Adirondack Park Jurisdictional Review,if applicable �C Submit on ' mylar to the Planning Office for Chairman's signature File signed mylar at the Office of the Warren County Clerk within sixty (60) days of receipt by Planning Department Staff of outside agency approvals(i.e.,APA, DOH, etc.) Submit 10 copies of the filed mylar to the Planning Office with documentation from the Warren County Clerk's Office verifying filing date,appropriate stamps,etc. Other: �C Engineering Fees due upon receipt Recreation Fee of$500 per lot / dwelling unit for lots and/or dwelling unit is payable upon submission of Building Permit ✓ Pre-Construction Meeting Road Acceptance by Town,if applicable Application for a Building Permit Application for a Certificate of Occupancy Application of necessary Sign permits,if applicable No fiu-ther discretionary review is necessary at this time This office will be performing necessary inspections related to Site issues,not Building Code issues,throughout the duration of the project. Please contact Bruce Frank at 761-8226 to schedule inspections associated with the completion of significant items of your project(i.e. stormwater control devices, grading, landscaping, etc.) in order to expedite final approvals and Certificates of Occupancy. Completion of and continued compliance with all details and conditions of approval are required in order to receive and maintain approvals. Si cerely, t ig rown Zonin Administrator, Code Compliance Officer CB/pw "HOME OF NATURAL BEAUTY. . . A GOOD PLACE TO LIVE" SETTLED 1763 Town of Queensbury Planning Board 11/26/l,�—Schermerhorn,Mod. RESOLUTION APPROVING MODIFICATION TO SUBDIVISION NO. 9-2000—RICHARD SCHERMERHORN RESOLUTION NO. : SB 9-OOM INTRODUCED BY: John Strough WHO MOVED ITS ADOPTION: SECONDED BY: Catherine LaBombard WHEREAS, an application has been make to this board for the following: Subdivision No. 9-2000 Applicant: Richard Schermerhorn MODIFICATION Property Owner: Guido Passarelli Type: Unlisted Agent: Nace Engineering Zone: PO Location: Bay Road Applicant proposes modification to a previously approved subdivision. The modification reduces the number of lots from 16 to 10 and reduces the length of proposed town road. Tax Map No. 296.12-1-24 Public Hearing: Not required for Modification WHEREAS,the application was received 10/15/02, and WHEREAS, the above is supported with the following documentation, and inclusive of all newly received information,not included is this listing as of 11/22/02; and 11/26 Staff Notes 11/22 CT Male engineering comments received 11/19 Notice of Public Hearing 11/18 Highway Dept comment: No problem with the changes 11/8 GH from T. Nace: DEC Stream Crossing Permit,Wetland Permit ltr.From ACOE 1115 Meeting Notice 11/4 Nace Eng. from G. Hilton 11/1 Application forwarded to CT Male WHEREAS, a public hearing is not required for a subdivision modification, and WHEREAS, the Planning Board has determined that the proposal complies with the Subdivision requirements of the Code of the Town Queensbury(Zoning); and WHEREAS, the Planning Board has considered the environmental factors found in the Code of the Town of Queensbury(Zoning); and Town of Queensbury Planning Board 11/26/0/-—Schennerhorn,Mod. NOW,THEREFORE,BE IT RESOLVED,that We find the following: The application for MODIFICATION is hereby approved in accordance with the resolution prepared by Staff, with the deletion of the SEQRA paragraph, and in place of that,the Planning Board does not feel the need to do an additional SEQRA because we feel that the new proposed impacts are less than previous, and that the requirements of the SEQRA have been considered, and that the proposed modifications do not result in any new or significantly different environmental impacts, and therefore no SEQRA is necessary. See the following conditions: 1. The noted revisions will be made to final subdivision plans as noted in the C.T. Male letter dated November 26,2002, and the Nace Engineering letter date November 26,2002. 2. The applicant will show a row of sugar maples parallel and alongside Bay Road. Trees will be about 100 foot apart and they'll be 2 %2"to 3"caliper. 3. The applicant will note on the final plans an indication of a possible future sidewalk. 4. The plat must be filed with the County Clerk within 60 days of receipt by Planning Department Staff of outside agency approvals noted. Duly adopted this 26th day of November 2002 by the following vote: AYES: Mrs. LaBombard, Mr. Vollaro,Mr. Strough,Mr.Hunsinger,Mr.Metivier,Mr.Ringer,Mr. MacEwan NOES: None Cc: Richard Schermerhorn 15 F Birdie Drive Queensbury,NY 12804 Nace Engineering 169 Haviland Road Queensbury,NY 12804 From: Mike Shaw e FILE To: Craig Brown Date: 11/07/2002 11:25:56 AM Subject: Schermerhom's SIR 53-02 Rich's proposed modification does not effect his planned Sanitary Sewer District extension. His Eng. currently is in the design phase which will require NYSDEC and my plan review/ approval . If you have any questions, please call ........Mike �4_e q - a) TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum TO: Planning Board FROM: Marilyn Ryba, Senior Planner DATE: December 13, 2001 CC: Planning staff RE: Baybrook Professional Park Concept Development Plan Review Introduction The Planning Board will be asked to review the Concept Development Plan for Baybrook Professional Park, scale 1 in. = 80 ft., for lots 13, 14, and 16, as submitted by Rich Schermerhom December 11, 2001. Project Summary This concept is an extension of Sub. 9-2000, subdivision approved in March of this year. The concept plan shows residential use for the lots. Lot #13 would contain 16 units, and Lot #14 would contain 20 units. Lot #16 is shown in 2 sections, A and B. Lot #16A would contain 4 separate groups of housing for a total of 116 units. Lot #16B would contain a total of 84 units in 2 groups. A total of 236 residential housing units is proposed. Wetlands Groupings of units are planned outside of wetland areas. However, there is one small area of ACOE wetlands on the subdivision map near the center grouping of buildings that is not shown on the concept plan. This wetland area should be shown and marked on a plan. A Freshwater Wetlands Permit from the Town may be needed, unless otherwise determined by the Zoning Administrator. Lavout The groupings of 4 unit buildings along Lots #13, 14, and part of 16A should be reviewed more carefully for alternative layout to have fewer access points directly onto the through road. Direct driveway access onto the through road for 9 of the 4 unit developments is in close proximity; there are 36 driveways in approximately 600 ft. of roadway. Plus, the drives for each 4 unit development are separated by just 10-20 ft. While this may be acceptable in a private loop drive/parking situation, is it acceptable onto a public road, and after considering the total amount of traffic to be generated here? There are also two access points along the proposed road between Lots #16A and 16B that may need to be restructured. The drive offset to the southwest is about 20 ft. There is another access at the center of this area that is about 80 ft. TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT December 13, 2001 Infrastructure The road proposed would connect Bay and Meadowbrook Roads. There may be additional traffic to consider other than that within the development; the road is a connector and could be used as such by the public. Sewer and water information should be noted. Pedestrian Connections A connection outside of the buffer area between the northern units and all other units on Lot #16A should be considered. Density The density information provided should be reviewed carefully against the Zoning Ordinance and Subdivision Regulations. Section 179-62 Multiple Family Dwellings refers to the zoning designation as well as to the Subdivision Regulations. Section A183-22 Density provides detail. Wetlands are just one item to be subtracted from total land area to calculate density. Also to be considered is the amount of street right of way and public easements/right of way areas. Recreation Facilities Additional information on the recreation plan should be provided. Section 17"2 D. Recreation facilities notes that the anticipated recreation needs of residents should be depicted on a recreation plan. The plan should provide some level of measurement indicating the level of service to be provided concerning the clubhouse, pool, and playground. How many people will these facilities accommodate? Conclusion/Recommendations Densities and layout as noted are concerns. Use of loop roads and internal drives within groupings of housing units is a good feature. Additional site plan speck items should be noted, such as architectural features and landscaping. Planning staff is available to assist the applicant with requirements during a pre -application meeting. Town of Queensbury 0 FILE Planning Board Department of Community Development Staff Notes Reference: Subdivision 9-2000(modification) Applicant: Rich Schermerhorn Location: Bay Rd. east of Walker Lane Zone: Professional Office (PO) Meeting Date: November 26, 2002 roiectDescri Lion Applicant proposes to modify a previously approved subdivision. The modification would decrease the number of lots from 16 to 10 and would eliminate a town road connection off of Bay Rd. As a result 8 of the 10 lots would front on Willowbrook Drive which is shown as a cul-de- sac. Lot arranzement: One lot is proposed to have access off of Bay Rd. Another lot, the farthest to the east, will front on Meadowbrook Rd. All other lots will be arranged with frontage on Willow brook Rd., which is currently constructed to a point just west of Old Maids Brook. T000zraphy: The property is generally level with no areas of excessive slope. A grading plan has been submitted indicating existing and proposed contours for the western area of the subdivision. Water supply Sewage Disposal. This property is served by municipal water service. The property is part of a proposed extension to the municipal sanitary sewer system. Drainaze: (wading, drainage and erosion control plans have been submitted and are being reviewed by CT Male. Lot sizes: Lots range in from 1 acre to about 39 acres. The lot sizes as proposed meet the requirements of the Professional Office zone. Future development.• A few of the lots in this subdivision have been or are being developed. Future uses in the subdivision will be consistent with the PO zone. State Environmental Quality Review Act, SEQRA Type is Unlisted. A SEQR has been completed with the previous application reviewed by the Planning Board. The Planning Board should either reaffirm previous SEQR findings, or begin a new SEQRA review. Applicant Schermerhom • Date November 26, 2002 Page -2- Parcel History (construction/site plan/variance, SB 9-2000(previous modification), resolved 12/18/2001 Staff comments: The subdivision modification as proposed, would reduce the number of lots previously shown to 10. The new subdivision plat eliminates a road that was previously shown to connect Bay Rd. to Willowbrook Dr., and shows Willowbrook Dr. as a cul-de-sac instead of connecting to Meadowbrook Rd. All lots but 2 would have frontage on Willowbrook Rd., which is currently constructed to a point just west of Old Maids Brook. One lot will front on Bay Rd., another will front on Meadowbrook Rd. The new cul-de-sac appears to be under the 1000' limit for dead end streets contained in the Subdivision Regulations. The applicant has submitted information concerning NYSDEC and ACOE wetland delineations for wetlands shown on this subdivision plat. It should be noted, that DEC approval will be required for any fill or excavation within 100 feet of the NYSDEC wetlands shown, and a stream - crossing permit is required from NYSDEC when Willowbrook Drive is completely constructed. Final construction and dedication of Willowbrook Drive will be required before any new lots, with the exception of proposed lot 1, are issued building permits. Prior to the final construction and dedication of Willowbrook Drive by the Town of Queensbury, all landscaping shown on the subdivision's landscape plan must be put in place. Prior to this modification, the subdivision indicated that some existing trees on the lots represented as lots 2 and 5 on this modification would remain. This vegetation has been removed from the site. Also, existing landscaping that was put in place as part of the development of lot 5, and was shown on the prior subdivision plat, has not survived. All previously existing trees that were to remain must have new trees planted as replacements, and vegetation that was previously shown but has not survived must also be replanted prior to the final acceptance and dedication of Willowbrook Dr. as a town road. The Planning Board should determine if this modification requires a new SEQRA review or not. Any comments from CT Male, including comments on the stormwater management report that has been submitted with this application, should be addressed as part of this review. Planning Board Community Development Department Staff Notes 0 169 Haviland Road, Queensbury, NY 12804 Phone -518-745-4400 Fax-518-792-8511 Mr. George Hilton Town of Queensbury Planning Dept. 742 Bay Road Queensbury, NY 12804 Re: Baybrook Professional Park — Modification of Subdivision #9-2000 Dear George: RECEIVED Nov 13 7oc TOWN OF QUEENSB PLANNING OFFICE November 8, 2002 Job #46148 In response to your letter of November 4, 2002, I am enclosing a copy of our current DEC Stream Crossing Permit and the wetland permit letter we just received from ALOE. A response regarding the ownership question will be sent to you directly by Jon Lapper. Please call me if you have any questions regarding these issues. Sincerely, Thomas W. Nace, P.E. Cc: Jon Lapper Rich Schermerhom 11/07/2002 12:04 5182732ib CORPS OF ENGINEERS PAGE 02 REPLY TO ATTENTION OF. Regulatory Branch DEPARTMENT OF THE ARMY NEW YORK DISTRICT, CORPS aF ENOINEERS ALBANY FIELD OFFICE 1 BOND STREEI TROY, NEW YORK 1;!160 NOV 0 7 2002 RECEIVED NOV 13 20CQ TOWN OF QUEENSBURY PLANNING OFFICE SUBJECT: Permit Application Numbers 2001-00902-YN and 2002-01435-YN by Schermencc•rn Properties, Incorporated Mr. Thomas W. Nace Nace Engineering, P.C. 169 Haviland Road Queensbury, New York 12804 Dear Mr. Nace: On September 23, 2002, the New York District Corps of Engineers received a request for Department of the Army authorization for the discharge of fill material into waters of the United States to facilitate the construction of a senior housing development and an apartment complex. The request was submitted by Nace Engineering, P.C., consultant for the applicant. The site is located on Meadowbrook Road, in the Town of Queensbury, Warren County, New York. The construction would constitute the remainder of the development plans for the Baybrook Professional Park Subdivision. At an inspection of the project site on June 19, 2002, a representative of this office confirmed the extent of waters of the United States on the subject property. In a pre -construction notification submittal dated September 25, 2002, which included a drawing entitled "Baybrook Professior.,al Park - Existing Wetland Plan, dated June 20, 2002 and last revised October 15 2002, the applicant indicated that total impacts to waters of the United States would involve the discharge of fill material into 0.21 acres of wetlands. As mitigation for the proposed impacts to aquatic resources, the applicant proposes to establish 0.63 acres of wetland from uplands and deed restrict a total of 26,29 acres that includes 20.41 acres of wetlandE and 6.88 acres of adjacent uplands. It should be noted that, included in this proposal, is compensation for 0.21 acres of impacts to waters of the United States authorized under Permit Application Number 2001-00902-YN. Based on the information submitted to this office, and accomplishment of notification in accordance with the applicable federal requirements, our review of the project indicates that an individual permit is not required. It appears that the activities within the jurisdiction of this office could be accomplished under Department of the .Army Nationwide General Permit Number 39. The nationwide permits are prescribed as an Issuance of Nationwide Permits in the Federal Register dated 11/07/2002 12:04 518273165 CORPS OF ENGINES PAGE 03 January 15, 2002 (67 FR 2020). The cork may be performed without further authorization from this office provided the activity complies with the permit conditions listed in Section B, No. 39, Section C, any applicable New York District regional conditions, the following special conditions, anc any applicable regional conditions added by the State of New York, copies enclosed. Special Conditions (A) The permittee shall accomplish compensatory mitigation through the successful creation of 0.63 acre of freshwater wetlands from uplands, as described and depicted in the drawing "Saybrook Professional Park, Medical Office Building, Wetland Mitigation Plan and Details", dated January 29, 2002 and last revised October 15, 2002. The permittee shall ensure that all proposed mitigation plantings meet the federal wetland criteria outlined in the report entitled "Corps of Engineers Pletland Delineation Manual", dated January 1967, with current Corps of Engineers guidance. (B) The permittee shall ensure that all proposed mitigation plantings have an eighty-five (65) pe,rcent survival rate and the created wetland areas in conjunction with the compensatory mitigation shall have an eighty-five (85) percent coverage rate of hydrophytic plants (those with a regional indicator status of FAC, FAC+, FACW +/-, or OBL in the report entitled "National List of Plant Species that occur in Wetlands, Northeast [Region 1) ", published by the U.S. Fish and Wildlife Service)- The permittee shall also ensure that the vegetation in the created wetlands does not consist of more than a total of 10t areal coverage of common reed (Phragmites australis) and/or purple loosestrife (Lythrum salicaria). If the survival. and coverage rates are not met by August 15, 2001, and each year of the monitoring period, the permittee shall take all necessary measures to ensure the level of survival and coverage by the: end of the next growing season, including re -planting and re -grading if necessary. (C) The permittee shall provide: to this office annual reports on the statue of the mitigation activities, prepared during the growing season, no later than October 31 in each of the following five (5) years after initiation of the activities authorized by this letter. These reports shall include the following at a minimum: i. All plant species, along with their estimated relative frequency and percent cover, shall be identified by using plots measuring 10 feet by 10 feet with at least one representative plot located in each of the habitat types within the mitigation site. The location oi' each plot shall be identified on the plan view engineering drawing. 11/07/2002 12:04 518273# CORPS OF ENGINEERS PAGE 04 ii. Vegetation cover maps, at a scale of one inch equals 100 feet, or larger scale, shall be prepared for each growing season. iii. Photographs showing all representative areas of the mitigation site shall be taken at least once each year during the period between June I and August 1S. iv. Surface water and groundwater elevations in representative areas of the mitigation site shall be recorded twice a month during April through September of each year. The location of the monitoring well or gauge shall be shown on the plan view engineering drawing. V. A corps of Engineers wetland delineation data sheet for each cover type within the mitigatior, site. If this office determines that the success criteria outlined in (A) and (B) above has not been met for at least three consecutive years during the five-year monitoring period, this period will be extended until this office determine:: that the success criteria has been met for three consecutive years. (D) All grading and planting in conjunction with the wetlands mitigation work shall be completed prior to the completion of the discharge of fill authorized herein. (E) The permittee shall ensure that no mowing of the mitigation area occurs. (F) The permittee shall undertake the authorized filling activities in a manner aimed at reducing impacts upon the general environment. In addition, the permittee shall not stockpile fill or other materials in a manner conducive. to erosion, or in areas likely to cause high turbidity runoffduring storm events. All exposed soils shall be re -vegetated in a timely manner to further reduce potential effects. The permittee shall also fence off all wetlands and other sensitive ecological areas during construction periods to prevent equipment and personnel from entering these areas. (G) The permittee shall secure a conservation easement or deed restriction on the wetland mitigation site; on the remaining 20.41 acres of Federal wetlands which lie within the 81.86 parcel and includes the 5.2 acre site where impacts were authorized under Permit Application Number,2001-00902-YN; and on 6.88 acres of uplands, to guarantee their preservation for wetland and wildlife resources. These wetland and upland areas are depicted on the drawing entitled "Baybrook Professional Park - Existing Wetland Plan", dated June 20, 2002 and last revised October 15, 2002. Copies of the instruments effencting such easement shall be submitted to the New York District Corps of Engineers for approval prior to execution, and the instruments shall be 3 11/07/2002 12:04 518273# CORPS OF ENGINEERS PAGE 05 executed and recorded with the Warrer. County Registrar of Deeds within one year following the initial plantings/seedings of the mitigation site. (H) The permittee shall assume all liability for accomplishing the corrective work should the New York District determine that the compensatory mitigation has not been fully satisfactory. If the New York District does not find the mitigation satisfactory, an extensior. of monitoring time may be required to cover any necessary remedial work. This determination covers only the work described in the submitted material. Any major changes in the project may require additional authorizations from the NFw York District. Care should be taken so that construction materials, including debris, do not enter any waterway to become drift or pollution hazards. You are to contact the appropriate state and local government officials to ensure that the subject work is performed in compliance with their requirements. This verification is valid for a period of two years from the date of this letter, unless the nationwide permit is modified, suspended or revoked. Thifi verification will remain valid for two years from the date of this letter if the activity complies with the terms of any subsequent modifications of the nationwide permit authorization. If the nationwide permits are suspended, revoked, or modified in such a way that the activity would no longer comply with the term!: and conditions of a nationwide permit, and the proposed activity has commenced, or is under contract to commence, the perm:ttee shall have 12 months from the date of such action to comp-.ete the activity. This authorization is conditional on the applicant's receipt of the required water quality certificate of waiver from the New York State Department of Environmental Conservation (NYSDEC). No work may be accomplished until the required approval from NYSDEC has been obtained. Within 30 days of the completioll of the activity authorized by this permit and any mitigation required by this permit, you are to sign and submit the attached compliance certification form to this office. n 11/07/2002 12:04 5182732# CARPS OF ENGINEE PAGE 06 If any questions should arise concerning this matter, please contact Kevin Bruce, of my staff, at (518) 273-7420. Sinc�ir�eQ]Y, Leo ge P(ieves Chief. Western Permits Section Enclosures cf: NYSDEC - Region S, Warrensburg Chris Round, Town of Queensbury NYSOPRHP 5 New York State Department of Environmental Conservation Division of Environmental Permits, Region 5 232 Hudson Street — P. 0. Box 220, Warrensburg, New York 12885-0220 Phone: (518) 623-1281 • FAX: (518) 623-3603 Website: vwwvdec.state. ny.us October 2, 2002 Thomas Nace Nace Engineering, P.C. 169 Haviland Road Queensbury, NY 12804 Re: Permit Modification DEC Permit #55234-00287/00003 Baybrook Professional Park Subdivision Queensbury (T), Warren (Co.) Dear Mr. Nace: Am IRIW Erin M. Crotty Commissioner RECEIVED NOV 13 20C2Q TOWN OF QUEENSBURY PLANNING OFFICE This letter is in response to your correspondences of September 30 and October 1, 2002 on the behalf of Schermerhom Constriction, regarding the referenced permit. The Department has determined that the extension and the modification of the existing permit is appropriate. The expiration date of the above referenced permit is hereby extended to September 30, 2003 and Special Condition #5 is modified to allow work through October 15, 2002. It is also noted that the scope of work has been reduced by eliminating the northern stream crossing. All other terms and conditions of the permit remain unchanged. Please include this letter with the previously issued permit and post the enclosed permit notice at the work site. Should you have any questions regarding this matter, please feel free to contact either Ken Kogut or myself at any time. Sincerely, Walter L. Haynes Deputy Regional Permit Administrator Enc. WLH/kak CC:USCOE Law Enforcement via E-mail K. Kogut 3 O C._ `o cz co CZ _ cz a) E —cE�aco � i>.0 "p C E Q U� ()O� Cl) Wc,a)OC)Q E ❑CLu- () O C O ` ��L o �' (� OU c'� � a)"-' c RSOY+'O m vi E i�CLOa) n LUa> \ _ [r C E O C i O U 0 0 N Y •—� CoU i. C '> = O 0) Op � C+,�, _ a)W 0 N W C" Z-' X C a c > O O (D C C L c :Ew O ►-� a) C O i CZ w Z > O V O.OQ C O a--0 .. _ C O r , C � O CZ V co O Cn C h. +r � C C-)_ O j Ccnp) _ i (� i C2 L C N I Q]co cz aCn-YCE Q— (D ❑ O C C 0) a) -0 0 Q O a)❑ Q Z O as E 'a us aa) w us HIGHWAY DEPARTMENT 742 Bay Road • Queensbury, NY 12804 Office Phone. (518) 764-8244 Fax. (5.18) 745-4466 RECEIVED NOV 1 9'OC'_� TOWN OF QUEENSBURY PLANNING OFFICE 11/18/02 Rickard A. Missita Highway Superintendent Home (518) 798-5127 Michael F. Travis Deputy Highway Superintendent (518) 798-0413 Please note that a typographical error was made on the modification of Baybrook Professional Park. It should read: I have discussed this modification with Mr. Schermerhorn and see no problem with these changes. I apologize for any problem this may have caused. Richard A. Missita Queensbury Highway Superintendent HIGHWAY DEPARTMENT 742 Bay Road • Queenshury, NY 12804 Office Phone: (548) 761-8214 Fax. (548) 745-4466 11/19/02 PLANNING BOARD Richard A. Missita Highway Superintendent Home (518) 798-5127 Michael F. Travis Deputy Highway Superintendent (518) 798-0413 This is in response to proposed subdivisions and the modification of another. Proposed Kings Court Sub: Lots 6 and 7 — Back of lots border Little Road. There is a drain pipe under that road going onto those lots. Why 60' row? It's okay, just wondering. Is drainage going to be on site? Please note on Potter Road east of hydrant in front of lot #8, drainage pipe goes under road. Spring runoff goes across a large portion of lots 16 & 8. Please take note of this. Proposed Fairfield Professional Park: Request that pipe going under proposed Baybridge Dr. extension be certified that 24" is adequate to handle stream water in runoff season or heavy rains? Drainage easements to lots 15 and 12-11 are done that proposed lamps be placed 12' from edge of pavement. Saybrook Professional Park: I have discussed this modification with Mr. Sdiermerhom and see no problem with these changes. Rick A. Missita 4� queensbury Highway Superintendent C.T. MALE ASSOCIATES, P.C. 50 CantM FRO DfNa, P. O. Box 727, Lothom, New York 12110.0727 518,786.7400 FAX 518.786,7299 www.ctmala.Com November 22, 2002 Mr. Chris Round Director of Community Development Town of Queensbury 742 Bay Road Queensbury, New York 12804-5902 Re: Baybrook Professional Park - Subdivision Modification Subdivision No. 9-2002 Preliminary Plan Review Dear Mr. Round: NOV 2 2 ?�C TOWN OF OUEENSBURY PLANNING OFFICE We have reviewed the subdivision plans consisting of 8 plan sheets, a stormwater management report (dated October 14, 2002) and miscellaneous correspondence letters. Based on our review of these documents we offer the following comments: Letters 1. The July 1, 2002 letter from NYSDEC to Tom Nace (Nate Engineering, P.C.) indicates that "A DEC freshwater wetlands permit will be required to proceed with planned development if it includes any form of fill, excavation or clearcutting of vegetation (... ) in the wetland or its 100 foot adjacent area". The proposed plans show the construction of the road and the detention basins within 100 feet of the DEC wetland boundary. It will be necessary for the applicant to secure a wetland permit from DEC or to relocate these improvements to avoid impacting the 100 foot adjoining area. 2. The access to Lot 10 requires crossing DEC wetlands or the 100 foot area adjacent to the wetlands. Access to this Iot should be investigated in more detail or consideration should be given to combining this lot with Lot 8. Plans I Drawing S-2, Subdivision Platt - The road frontage for Lot 3 is less than the required minimum width of 80 feet but the average width of the lot is greater than 80 feet. Based on the boards interpretation of the code this lot may require a variance. 4. Drawing S-4, Grading & Drainage Plan - The restricted outlet size shown for the detention basins on this plan do not correlate with the outlets modeled in the stormwater report. Stormtw� a e 5. Page 1- indicates that the Army Corps of Engineers (ACOE) has required wetland mitigation. The report further states that ACOE wetlands will be impacted and that new wetland areas will be created to mitigate the impacts. The report states that the wetland boundaries shown include the proposed disturbances and created mitigation wetlands. The plans should show the extent of the existing wetlands that will be impacted and the extent of the wetland mitigation. Arch1tectum & BuIldtrg systems Engineering • CNII Engheefing • Environmental services 4 Survey & Land Intomvfton s r,4ces 11I YZ/20bZ 1Z: 44 n1blbbrZ1J'tl i,i IgHLG H.�owiHiw w.w C.T. MALE ASSOCIATES, P.C. Mr. Chris Round Page 2 6. The detention basins are sized to control the runoff from the road surface and immediately adjacent areas only. It should be noted on the grading and drainage plan that each site will require on -site stormwater detention/management. 7. The culverts sizing calculations indicate a culvert length of 80 feet but the plans indicate a culvert length of 60 feet. We would not expect this change to affect the size of the culvert selected, but it should be corrected. If you have any questions related to our comments, feet free to call our office. Sincerely, C.T. MALE ASSOCIATES, p.C. 6 amen R. Edwards, P.E. Project Manager c: Applicant Town of Queensbury Planning Board 11/26/00 Schermerhom, Mod. RESOLUTION APPROVING / DENYING MODIFICATION TO SUBDIVISION NO.9-2000 — RICHARD SCHERMERHORN RESOLUTION NO.: SB 9-OOM D R a� V INTRODUCED BY: WHO MOVED ITS ADOPTION: SECONDED BY: WHEREAS, an application has been make to this board for the following: Subdivision No. 9-2000 Applicant: Richard Schermerhorn MODIFICATION Property Owner: Guido Passarelli Type: Unlisted Agent: Nace Engineering Zone: PO Location: Bay Road Applicant proposes modification to a previously approved subdivision. The modification reduces the number of lots from 16 to 10 and reduces the length of proposed town road. Tax Map No. 296.12-1-24 Public Hearing: Not required for Modification WHEREAS, the application was received 10/15/02, and WHEREAS, the above is supported with the following documentation, and inclusive of all newly received information, not included is this listing as of 11/22/02; and 11/26 Staff Notes 11/22 CT Male engineering comments received 11/19 Notice of Public Hearing 11/18 Highway Dept comment: No problem with the changes 11/8 GH from T. Nace: DEC Stream Crossing Permit, Wetland Permit ltr. From ACOE 11/5 Meeting Notice 11/4 Nace Eng. from G. Hilton 11/1 Application forwarded to CT Male WHEREAS, a public hearing is not required for a subdivision modification, and WHEREAS, the Planning Board has determined that the proposal complies with the Subdivision requirements of the Code of the Town Queensbury (Zoning); and WHEREAS, the Planning Board has considered the environmental factors found in the Code of the Town of Queensbury (Zoning); and • Town of Queensbury Planninggloard 11/26/OoSchermerhom, Mod. WHEREAS, the requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Negative Declaration; and/or if application is a modification, the requirements of the State Environmental Quality Review Act have been considered; and the proposed modification(s) do not result in any new or significantly different environmental impacts, and, therefore, no further SEQRA review is necessary, and NOW, THEREFORE, BE IT RESOLVED, that We find the following: The application for MODIFICATION is hereby granted / denied and is subject to the following conditions: 1. The plat must be filed with the County Clerk within 60 days of receipt by Planning Department Staff of outside agency approvals noted. Duly adopted this 26th day of November 2002 by the following vote: AYES: ix"3 Cc: Richard Schermerhom 15 F Birdie Drive Queensbury, NY 12804 Nace Engineering 169 Haviland Road Queensbury, NY 12804 t 000 MD sift, D 1 a 4 4 a 4 4 4 i a IZ3 a R 4 §I 4 4 a it 16 4 a 4 tro, 4 m a 4 t a ,r $ $ 4 a Ile x foj 1-4 r k $ , a€y •vw ! d � � d as1 as l P !d # d ,r @ A * A IfIA @ a f { s 1 +w�.8rd r+4W wnw,w wdFw ®4. wN.w 8 �$� „® b .5 *a 4 Rt #p jP ± a as y r -7q:5-LN3-7 4 last qq ow t 4 ;4 S -01 601sWAimi000 61tuFprpk4So1+A1w MvM" Rzw 70 BA�WWD DRIVE 3 a p n .eta. ........... a 7 a V d a ] { ! P .,,.. � @�gipp . ..... ,... ,.... .. .. .. 6;6 rr a .A SISM �F � 1 (D . . . . . .m. r ....._... w A:.,. _ , , �a � r_Peroak a .� BUILDING SETBACK a ca ,. r d- `, ,. LINES(Typ') tw, a a 112,526�,fk. 3 4 �.+ }mw < xy� a<asae � � .® +.w .ar, x� 34 gi .... CL17 was n a r, a } �e 12.38 owes lu 3 r� r> m , a, r � 7 ,.. TYKA. . ... a .. 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PA g BUILDING AND CODE N. is 742 BAY ROAD BY NY1,99-80 TOTAL AREA OF PARCEL 4 RIM ACRES N l� BAYBROOK PROFESSIONAL , PARK Town of Queemsbury, Warren York SUBDIVISION MODIFICATION 10/14/02 SUBDIVISION PLAN 6 ie d e� t 8 i a w � pp wk � � n �o : 0.0 Go "All J d a a r In ma>u 1 E :V.... b P �... a. t ® I Aa a 1 4?M.EJ i is e I aoo8 l l a ��e 8 B a`e s` ° t 6 e v ep m , r d 4agm mm.t d° d y 4 l Ba k 1 cs t w.wo ae¢ gym• 4..... � � S•'a vat ,a a� d b� k. t.' .•'.:.... � $ .,a•rqe o � � .'i ..�' c a N' bill .pwn��''' 'a Y �A •.. ... �$...% a :. ,. n : ... ........ Rb b.Vi �+ u.. . .,. A' awe H d ap &* 6'I d +wJ �a q $ ff Yam,,. :#rw 4 Y .b ppyy � � e'er ma SF LOGATION PLAN +O.fA..s.'r..._.._ .. .. �bFY f� r 54 AREA MAP t: t IhIS.FLAN ISCTN�:TE�T WITH 'fiHk ZONING ZONING INFORMATION; t.. ...,ORDINANCE P 6Y UE aF�iak raY�N�e a dS6 c u PROPERTY f5 LOCATED WkT . r3Ee4 REFERENCE ' —6''ftaFE.SSiaP4AL OFFICE d'E _ Frs E INGE - FT. ca uee�suRY UNION E E A kRtkv..LOT vt�E:._2 aQ:pO 4 TO BE St.0 1),.A9ARKkf$S EASSOCIATES: EACH LOT IRON RODS4a. ,... :P,�dN.LOT WIDTH SandQai.DIS TRICT R t.YdaN.CHARGE koFalk ee,.... EACH LOT CORNER OR G 4A G i4: ._,.. ... MAX,NEdptY,OF BUIlaiNG'>. G FT. , , and ,» ate d s .. �. � �A�:.'.. COVER SHEET GUI44'PASSAF6,EI SETBACK REQUIREMENTS SUBDIVISION XF k IV ALLC'GRADINGA L.GaPFaRA rQ FRONT pdFT T9C,UFkPS9URY CE 4A7E4.J»URY 3,1 69 FIRE PROTECTION taN a T IN aoaK��z�Aae 2 a S I PLAN SECTION A4832h 3i THE SUBDIVISION€�kaN Si4e 20 FT. RFGULATiadS.F>7 E TOWN>�F aUEENSRURY REAR 2C FT. . . GRADING: DRAINAGE G S-5 LANDSCAPE PLAN SIG HIGHWAY DEPARIVINT VA a PLANNING BOARD �>�ss DETAILS VAS GU6 O RASSARELLI s 465 LAKE AVENUE DETAILS LAKE i.UZkR..NE NEW PORK 12646 (518)696-3677 ffire SIX&ek°..Authority__... aMILLER ASSOCIATES LANDSCAPE . /" _8 any 'd New York 12804 G, � r a� a 8 OFFS.toIrAYM- F.R k2i0RNPROPERTIES, SHEETNk :. d8ee �8 d� '�6aruS 1`�0QJ. `M15 F SIF2aiE LANE AF6� Q +U �' UEENS6U R Y NEW YORK 12804 5�s 7 a os7 a, a ra wz 0 M s# L! k love itHe i� 0# 3 € 563 e ig t u 10 a t d a R�, i � ao ..... t _ � SWUNGfiK � t 9,9� t> n % > � LJAtE a �•e A t c ( • «... q .. .:::•L a "-.t a:. t t 155 owes w Xw...-. w t..... ::& iro t t: { .W. `y. 56i'm q,ft. v Vft LANE w - .. >ti t Aa. .. .,. ,.. m +• , ..1.,, ..... .... .... ::'�`•, tea.. � too 7MI E f € % t f A # y r ,4 .. t # EA4.81 owes Aeoof SEMENLij ' 1. Fa Y <♦- : ,.... « Asa. a4,t, r o How" s s @ 4 % t 7 : 4 •.... 124,145 #t t mill 2,00 Ham -o E_ t � , I� r is r t a "R "A r } 9706+XA... as192 acres #... ..,... t,} t a k 1 ,r E 4• 4 % 4 v-, ®_ ®� } w, ,. M..�•.. * td ♦ M :. ��}} tttryry qqg :.3q @@aSlG:t 121Q:i PU 3 17 4♦ $�4 C 8 4 -r L' Cf't , : `SsP41�G�L TQTf���4f2E�+ 1 'r �.� OGRES$ M t He a EC c V ASM ED HIM 4 Naal M Deana"06 am <E ) B AYUV L ( t ns��... t i w `.. � v� p {as �' es : Pad RI �-'.r?i.1:�s.�'.`� 6.+'��"�✓ :: :' 4a : m( 3 jj __4�AT:��t�v� DAWN& t . W THE TRUNK SEWER, PUMP STATION AND FORCE MAIN+ �4 _. F BEING DESIGNED AND CONSTRUCTED AS PART OF THE BAY ROAD SEWER DISTRICT(EXTENSION #7� >xi z = 4 6 F F 4 QUAKER ROAD SEWER DISTRICT). FOR PURPOSES OF R COORDINATION. AD : s w �4 s , t1 t u m z s � ! _ 014 RE�a w i r ---------------- �-a i ), � t l i ) i 2 M i i \ \ .. \ty P \ ti m� �1 d t` I' c RtV 3465i e , � t... IPiV:.IN.JOB.S6 o-+ .. . t9 4 1 t.en:INV,N.. 3 2 21 Cn t ... d s:::♦ -,s...: aL IPCV..IN.. 4 . 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A f:< t t I r _ t( r P ! 81P Z 1 I f 1 k a� r' ! r t f' t r r _ b F , \ L 7 1 c r r 1 ( t INV. 31 15 3 w •°� € . 1 1 r s1� y f 1 t k p C- a t __ V SEWER WALKER �} ! d v caa TYIA- r 4 , 7 vn J \ i t J L Q 4tD ONNOTE 1 ! s V 9 } , t v , r MANAGEMENT' , Asa ON ! 4 f t v >1 y a , T'SERVE ONLY 9 PLANS; E INTENDED� THESE A'\v T� � I __E�d� 1 ' f f f dDEVELOPMENTf B k , 7N INDIVIDUAL LOTS P+9!!S I } V' E J, M> iNG �?4T£sfAThTFR d�TENT MANAGERS �NT � SSE T� RUNOFF e � E. , 42 � ..,..d r ���TE,COLOR ON E E � pb 4.. „ .... k 1 I b a f L : 1 . �, 3'd�P� 1 6N .><. 1 .✓t 1 s — c ., r '�R�dN�GC I 1 r, �' r f.,� f` 12 HERE 1t ,Y �� �>sE�T, 4..r .r. r.51> f�� 2.a \ t b � a a eORIFOMMCD f , f , CATGH1BASIN OVERFLOWS D SEC ON r f T� U t 0 t � ,r 1 f b , RETAIL 6P�� r T Ede. l HOM t t > _ d r d> , E2 r t k C 8, f , r I 1 i >06�4 tia�t a'a E t ti t 1a FARE 'e 1 d n r \ v�E �td e q d e € P t t 4 r r 1mv,RAILS FARM POND { d a r � 1 , P J 4 - t 1 _ c ISO I f € l r r(t i — r . t ... ,.--... ,.,sea ......... �! 9 t 4 8 n `r t E> „1 *7 f \ J' _ va t I >1 b t 1 � 1 f t d t, l P, MC BAYBRiDGE ACCESS _ ::t••° t.. w.... . � 1 t 'ti 4 v L f w I � I _ r , i, PEI 4.r tE- 306 INS I ` r I: r V t fcn4 POI Za t S �y t _ f st t to WATER VAN& HONDA MARCH'A END :! t c, ti t _ r 0. »t r 3 wr : r� 1 4 ti `f � 1 t F Tea VAV& FNAT"MAY 0,USE 1 s t € w. ( THAN&STORM SEAM I e_ v Trs MFES ARM ffi i tWR Rom FE _ _ 310 r> b : . « �: [ tf fumot k41M 31.5.�»a l .- _ _ _ _ �' 8 Y <b 3'OFFICE e:> 4 EB - a J c, u ro 4 os v - M 1# u� b CARD C3 �C re me 6C 9 0 0 nAmow �aAT � } �3 d s l Z xaa a r' e� r� r v, cs : tR d`- I� ^b hh { T rE pp E T v ti ti <i6 �P E QF ,d s k k am ASK �� @ P EA S£ 2 CAM AS" peatE k a �ry ,. d, _ 4 � I t p Typ _x 1 o-, BUFFER FLAKDHO _ m � ALONG aT ^F'.WUR 3 FIN CARS G GUM me 1 4 t I ° ca r MEDICALt E a'gym ! 8".&lY61K°Q' ADD , : o w Y SUM ASI CENTER l; fl ADS �d d` < AMR FART Or FOR r1 , m e t 'd!E TLA N97S 9nCGE. ..w ._, w, a6` k d TRUE FLAKM IN THIS ARCA ARE FART OF Ell RED, We FLAN FOR TO GLEARM pq FARA POND Nl Ell TO DRUM t ' d d »d 1 1,1 s� >sd f 4 1' r' f t 9" v "ONE FRICTION GUARD I DUN AGO --an >. -Al b04 RUMORScGUY DOE > � .r ppyyba : 8 4 � t Y � AA am CEDAR STAUS , 4 4 _ <:T•"ONTARIO COM5, to 4 d 31 MURMURS PARK MACt -3-OWNERS DARK MULCH Mol DO 4 P 1� b _ [� P a, „.. t to r GO __ f., CENTER t >d S {.,t GO c ..a >� l f l � z d FAL ,a r REP_ ALL 0 pq I LESS SIALL BE STOOD AD a On Gq 4 TREE PLANTING+5TAKI CA Q A to z .0 E "Dot r r P' p 4 b' co, 4, 6H d g rPUNT LIST K ON sm t. GOMWGI"Am 4 T SKAUSLADIN M 9 ; t STR� �RiT 1� .� 14 MELDS SHOWORNT b s a� E� a �a r 1 l l s i , I: CF �3 3: a S 5 I 1 3 �g� I a4x� t S nC> �y ad 4 POINT �9 P M97 „ HIGH POINT `314.14 LOW N7 74,,57 IMA A 1 17 PW em a 31m'Yill 31 OR PIP wal wa Y R3@7: . :RV�31E.35 6PfM.WN Rya .7,P' , a a MASB.ON 3C2 i f I S FQNCf_':AiAGN , E CST CAP N _ EXIST,121'0 MAN 1 ::T,RF WC VE i I ✓' cap In SNP'::4t88. :'.� cispi V.>CLA,�v e�4�JNR ea N iN�: .� . IN m v.axes. ;aa> wx PULVOIT AND May I _�R#P+.ssWt 7 I rx �* �e r� g , d �a 003 NOR MIN API a a d a t ea wag w- � � Ni eta y WILLOWBROOK DRIVE 03'FAT 'I NOTE A THIS DRAWING HAS BEEN REDUCED Nowl"MARCH A POP z�O NOT C IF ACCURATE � DIMENSIONS REQUIRED x of WAY i d' r Wow BOOM 'r VALVE DAR t 4P2•ASPHALT PROTONS WORRY RED 4=13 W'-C6" NO Imme VALVE ° ON LMI'VAM ti PFC VAX ALL _ 8P% i 0 DOTAL wam 1 aaDAVID ; , CJ _r vx v c A'Y;4�Of �a 4sa r$ YS TYPICAL '> INS 4�lAl Pih�4 � WS OW AWL TO X91' -wow "idY 4 �x OPERA d PM.EMMAtl $�MOM Am us FIER& IVEN S:7 :Sk - Ldb4 WlW. to CtW NO LM um MAR VAMD MR)FACTS W/02 BOOM N S �p P��^{ �g gggpp++puup ggi�gg �P.C6�9T 4 &AIMED NOTE TO SOME F7 REARM ARTS{ f, RANKS, RE a 4 TO THE W3 BARR T SEASON AV WAL 99 A �aT S e mum 2-06 44 IT ANN cw: P, a w t Y P CULVERT 1 a MIS"90 GRAMI:. r..r..i�.Iv I - �� m .r. 6 E Ynk}.SEC.T(Lkd--� STORE SAM, YLAR UDDUR,PDAT G TUR,ADDS"POST lar"Jame Can RE GO,TO aw a 9 Across ,P Y &1.5T F$4----aa-w,:aor , 4 .: 6, w my P LlNA'f T - ;' RETENTION�t3 ���'�. �7 SAIL :o. 04 may ME 8' O WAT ER TC 4 SRC STOW Y F $ e HOLM M'. WN Y .:SET"am S BY ANAft ARM Am FEW t'. &YAa"'W RY 'Fo. j, MOOS'5D 6 , 6r� T A 4: DAM$p9y Ta �S 6 NOT Ct PEN IN E4 0�$ - ° _ — Have. 8T I exx rr:WCK Tim'. S A. :86°TiD:: 444LN2 :oa: fJ SP F ^ . Q $S F$�:F1�FOR Ttgx.A7AbY.. TS. T F$V M58GT ^. ::9.. T 8 . r. ...WAY $ T .. Y :. CIO.. mar , - ._—._ "am r 5 { } } _• tF ... 15ATF. "Aufm BURNS, e Rb4 Sd :B& S CTYF.3 �g 7T S &r Ott Y 1 sr ry tit$ on s eu. a g✓AD HAS POR WE ON AIMPOT MOORE.MIM DOES NOT HART TV NO YS :C t NY AREA,MANS OR H- ROAD � rffi tb i.Gd°"u mum6Tm.8 Pk &.t A S GA fr Y r6 A. z d+ :.: � L :. EXCAVATION ¢g pp 9 d$•fit,�9_.y,,gg$p��q g DETAIL 4 STORK ®: X 8•e`B:Ai k B�B'@'@:@d@�4P�I�9..%&A,.��ed.. ', :: W a^:..:.Ty �... ri v s sF Fig �iF� NOVPA 40 y6�; __ r :C� 0 P,, FRO SA,Y.FFPM GAPA H :: : &&AND SAM rum WOE cove Y4 PAVEMENT:ES :Ca$ CtV z S C WE FRALZ FOR TOP a &Pk Yk"C6CVA $F'4° C2:Y2x2 n.4�r 5:..._2-0 "INTENT A� Y---- , OVERLAP G On 'C WA wav�' SY � NCAVY t'LirY FYt AM) ypy TC....G TOPPED, :&4G T T r' THt i _� C R::WVIDC ©Y.EXSST ��.fa... - w _ Sf kYb:F Y eD YS G••.....Vt'H�P9GC...THE G R : �r L m E� i a~'oo ,:.. YiiE CONTRACTOR 7iT G ?S�.fff.'THE FERD .- _.. .......qAo TEf��I err 1, Wa vHCONTRACTOR' o r�ctx�c �J F �se a re is e Y��Gra cr -�-�. I , 6�3 se , ,. I e$G;�v� to:_ sea<� F G l.. H T . Ge�tPof r4.trT:.. ,.,.....I....I ,_ 1—,,, ...... . ttt$ar g , �.� �t s �xG�S� C�., 3 THE CONTRACTOR Gt W=+.b , VROO HAT99AAL OFF Of THE 4 E�d A LOCAL , M d T ATGk3:. PI AA AU _ e.:.Tfie.CON TRACTOR grY T9iE'.6.GTG,� :AG P : $t.t: 1 . ,....: T 7ff9G by Y F% �t �� m W �w # FILM 5 S °w 5l9Cil�. OR Ybf A,: Vb�x m V x ,. 4'TT Yb:'I'Fbt°AYT ® F TO RS MAIN TH:Y F � � G rW _ F €F H K S,^� �Yr Rd.A:.CN G.tA�.T Ud 3G F 9 : ........,v , Pi T PE' G: W4 a.:G, ::.. @ T G ,n,sar h GVeD G$ R P:$tt :'!s2 Cod:17s. 4?: i art. rgl.Md rEwA 8;4 THE i 5d.�('Ss s :: a +'p I x:: Pia CAP JWAWZ%lu ,AFTER YCf2Y STORK THt.RESTRICT : ,. 4a� SHWI.e�7C�9 G7tp FOR rALLEEPS CC W flA,NEW . Q .. :.G. AG tV p AND NUILEM ... 5 F£a£EJeC} MAN L 1i ! COMPLY THE.. d :3..THt G x m..:e : 6 6CA HYDRANT 8 INSTALLATION 9O i9 $ Cb&(IY<i4 ...aFOR MOM EROSION AM$eDMW CONTION,AS PLEKJMW by :: 8009 As NOW!* F` '.CWt? T94C:E. STATE``G68 T< THE 5 VdA4ER CONSERVATION "TY. {{ T fast VERTAAL 8 G. p SERVED 3 CAPE P§ &G p S CAST I ��4.�i, Y daax K9 ,. } ARTE �p k3Y.YP&& boll q2 nP w ,IN Urrxd+Tic^CI P:":t:ts4YRt: ,!) u,c S:!'W.ACu&I:GW'3TNGS,^.Ysd°t M?Xif AM CRA TE ti S W ---------- NOTE8 PUMP STATION IS BEING DESIGNED AND CONSTRUCTED AS PART OF THE DAY ROAD �SEWER DISTRICT (EXTENSION #7 OF THE QUAKER ROAD SEWER DISTRICT). THESE DETAILS NO LONGER APPLY, KlAvy W"MAM4"'04M Mom PS 0' QW6111CM Nom on �m Rim-5� �va ARAWArR. RmUff"%WWI% mum row w SAM rn MIT 110WAZT9"w EATWOON OR MWACT TAa M10— MORK AD=-,=DOU Pq avou To Owma-mrsmiras m%w WT* 1006 V-4L DADI DOME FLONZ wm DOME W&E, O9C1A$T ROW CEO 60m6mm—49' KrIme Mau%V =14mrm" ECCENTRICD"VAU WITEW"m W Y-W um U �-D ON"W"UNJAL To M HIS OD MA FAM am. To wz Kmw FWARM "XOMIT VAN-KU f"TVW91—' 0 VeWMED F(W"-2 W410D`LOAANC,D --V rcov"On OR cam FVOA*w PLM VM WM MWA-nom DOOR TO M W9ft TRODUM 0 A UOUN UWADJ mmIr MARBA9 WMAL Clow NO mmum V Dwft MOVM OAF�T-N FLgXftg WATWWAK UJU GKOML ax &ZEW AT WOO.Kwfumm MOND sTaff cra A-VIO 4 — �A&Tli G-�=OR KQWAWff 1. 9410"Aommam 41 QO mK PRKOA5T CONCK MAMOLE PIPE EXCAVATON+BACKFILL DETAL 4*Dip UUN a MT OrTO—WAW c; SIDE 4'Dw o ti WOOD FA09 or KWOM—�, �W=Okpt AAUOt ASSVOU N MIMP DOW Fl T Not BALL Axtuuftm"" 5TARL965 UM -5070 OR wo ame w2oviV 0 Rro- 0 mt m z m A On vmrAm P4 0 E-4 W W"To KI emm lop OF NAW&AD PLAN VIM MW'low bw wowm HA 0 "T TO GQ" VUDa m WAR m DIM oum AN NOTEi MOM %ML Paz THIS SEWER IS BEING DESIGNED AND CONSTRUCTED D"m Nw. AS PART OF THE BAY ROAD SEWER DISTRICT (EXTENSION MANS #7 OF THE QUAKER ROAD SEWER DISTRICT). THIS E-4 v v PROFILE NO LONGER APPLIES. 0 w 14 u z DID oN ti a m=0 pac"comftm r aOr"nffw.w ff"Aw wm 0mcm war Moms volL PREM7 WOT 459 09 Xf ftW As SWU Maw WIND 0m r NO sm 35 247 LN. R.FCD P4 MMAM dP Mm sr 02 growGs MV Oul'.30mr O"R 19 DOW. R41-71"U'L 29A 00 ----------- U 450 OR 300 AmTFs Arp R9QV= w MIA c-ovat 29773 z o om z VALVE VALILT Z6 A as 9 32 TOY�;P-3m 1. L 10 z w Mom 0400 1+0'0 2+00 3+00 4+ PoLyslu .- JAI— SEINER WmAwlflom RW STA11ON NOT TO SGALC RwAvad kmUM X p-wo 001100m WA ROM ALL SeM SMVC9 AW COMCCTM WCRK Vw emu ft w 00MANG1 m T"z TOM or Q="=. SEWER M '2 TO PUMP STA. HORIZ,SCAM 1-=50� Wab"NUM VERT,SCALE 1=5' A,.1*05, 6 S-8 ...........