Engineers and Architects, P.C. 2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488
DSB
Engineers and Architects, P.C.
2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488
CONDITIONS OF APPROVAL FOR REALTY SUBDIVISIONS
Monroe County Department of Public Health Realty Subdivision Approval
This is to certify that approved plans for Water Supply and Sewage Disposal for this project are on file in the office of the Monroe County Department of Public Health. Consent is hereby given for the filing of this map in the Monroe County Clerk's Office in accordance with Article III of the Monroe County Sanitary Code
Director of Public Health
______________________________________________ By
I, the undersigned Treasurer of Monroe County Pursuant to Sec 334 of the Real Property Law Certify all Monroe County Taxes and School Taxes against the lad described herein have Been paid though ______________________ Robert Franklin Monroe County Treasurer BY ________________ Dated: ____________
Public Health Engineer
Date
This plat is approved in accordance with the provisions or Section 239-K, Article 12-B of the General Municipal Law and/or the Monroe County Monumentation Law. A separate approval is required for site construction. For the General Municipal Law: ____________________________________ _________ Count Highway Superintendent Date For the Monroe County Monumentation Law: ____________________________________ _________ Monroe County Surveyors Office Date
DSB
Engineers and Architects, P.C.
2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488
DSB
Engineers and Architects, P.C.
2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488
Monroe County Department of Public Health
PURE WATERS DISTRICT PURE
WATERS DISTRICT
These plans for Public Water System Facility / Improvement are hereby approved pursuant to 10NYCRR5 of the State Sanitary Code subject to conditions of Approval
Director of Public Health
Monroe County Department of Public Health These plans for Public Sanitary Sewer Extension / Improvement are hereby approved pursuant to Article 17 of the NYS Environmental Conservation Law subject to conditions of Approval
Director of Public Health
DISTRICT NOT
TYPICAL SERVICE LAYOUT FOR SINGLE FAMILY HOUSE
______________________________________________ By
Public Health Engineer
Date
______________________________________________ By
Public Health Engineer
Date
DSB
Engineers and Architects, P.C.
2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488
DSB
Engineers and Architects, P.C.
2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488
TOWN DRIVEWAY NOTES
STABILIZED CONSTRUCTION ENTRANCE
TYPICAL SERVICE LAYOUT FOR SINGLE FAMILY HOUSE
DSB
Engineers and Architects, P.C.
2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488
R.O.W. MONUMENT INSTALLATION TYPE A
STORM LATERAL CLEANOUT
STORM MANHOLE INVERT CONFIGURATIONS & DIMENSIONS
TYPICAL HOUSE STORM LATERAL PROFILE
STORM LATERAL CONNECTION DETAIL
CATCH BASIN - GUTTER APRON
FIELD INLET DETAIL
STORM SEWER
PRECAST STORM MANHOLE DETAIL
STORM MANHOLE FRAME AND COVER
STANDARD CONCRETE GUTTER APRON TYPICAL ASPHALT DRIVEWAY
TOWN DRIVEWAY NOTES UNDERDRAIN (GUTTER)
CONCRETE GUTTER
DSB
Engineers and Architects, P.C.
2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488
3.5' WIDE X 20' LONG +TAPERS FIRE HYDRANT CONCRETE APRON RIGHT OF WAY, PAVEMENT SECTION WITH CONCRETE GUTTERS
CONCRETE APRON
1. THE WATER MAIN PIPELINE SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING DISINFECTION, THE WATER MAIN PIPELINE SHALL BE FLUSHED UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM. ALL WATER MAIN PIPE FITTINGS NOT RECEIVING 24-HOUR CHLORINE DISINFECTION CONTACT TIME MUST BE SWAB-DISINFECTED 30 MINUTES PRIOR TO INSTALLATION. THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MUST RECEIVE AT LEAST 48-HOUR ADVANCE NOTIFICATION REQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT OR LAND SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(N) OF THE EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED AMENDMENTS. THE DEPARTMENT WILL COLLECT SAMPLES FOR FREE CHLORINE RESIDUAL, TOTAL COLIFORM, ESCHERICHIA COLI (E. COLI) AND TURBIDITY. THE WATER MAIN PIPE AND APPURTENANCES SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH. 2. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN PIPELINES AND SEWER PIPELINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN PIPE SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PIPELINE PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAIN PIPES AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS. 3. WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BE ENCOUNTERED WITHIN SEVEN (7) FEET OF THE FINISHED GRADE, FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED. 4. THE WATER MAIN PIPELINE AND APPURTENANCES SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE AWWA STANDARD C600, C602, C604, OR C605 (MOST RECENT VERSION AS APPLICABLE) OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTS IMPOSED BY THE SUPPLIER OF WATER .
SANITARY LATERAL RISER DETAIL SANITARY LATERAL CLEANOUT SANITARY MANHOLE DETAIL
DSB
Engineers and Architects, P.C.
2394 Ridgeway Avenue, Suite 201, Rochester, New York 14626 ph. 585-271-5230 fax 585-271-3488