juliano associates, llc voice 203-265-1489 fax 203-949-1523 · the information contained herein is...
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Name:
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ORIGINAL SEAL
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AND SIGNATURE
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NOT VALID WITHOUT
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DATE
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Wallingford, Connecticut
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REVISIONS
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(203) 265-1489
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DESCRIPTION
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Engineers & Surveyors
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405 Main Street (Yalesville)
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Site Location Plan
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The information contained herein is the proprietary and confidential property of Juliano Associates, LLC. Reproductions, publication, distribution, or duplication in whole or in part requires the written permission of Juliano Associates. This document and copies thereof are valid only if they bear the original signature and embossed seal of the designated licensed professional. If this document is stamped with a colored ink seal it has been issued for land use If this document is stamped with a colored ink seal it has been issued for land use permitting purposes and is not to be used for any other purpose. Any alterations render this Any alterations render this document null and void. © Copyright , All Rights Reserved. Copyright , All Rights Reserved.Copyright , All Rights Reserved.
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THIS DOCUMENT HAS BEEN PREPARED AS PART OF THE OF (I.W.W.C, T.P.Z, (I.W.W.C, T.P.Z, OR Z.B.A.) APPLICATION PROCESS AND CAN NOT BE CONSIDERED FINAL NOR USED FOR CONSTRUCTION PURPOSES UNTIL ALL NECESSARY APPROVALS HAVE BEEN ATTAINED. Christopher S. Juliano PELS #19725 Matthew M. Niski PE #31777
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David W. Juliano PELS #08033
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CORRECT AS NOTED HEREON.
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BELIEF THIS MAP IS SUBSTANTIALLY
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TO THE BEST OF MY KNOWLEDGE AND
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Christopher S. Juliano PELS #19725
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This document is valid only if it bears an original signature and embossed seal of the designated licensed professional. If this document is stamped with a colored ink seal it has been issued for land use permitting purposes and is not to be used for any other purpose. Any alterations render this document null and void.
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19-141
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Deming
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1" = 1000'
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2019
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TOWN
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TRUMBULL
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2019
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19-141
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2019-141002
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1
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ZGEORGINA
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05/14/19
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MNISKI
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05/28/19
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MNISKI
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05/28/19
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JDIMEO
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06/3/19
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0
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1" = 20'
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Limited Property/Boundary Survey Improvement Location Survey Detention Pond Re-Design Land of Madison Middle School 4630 Madison Avenue Trumbull, Connecticut
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M:\SUBMITTED\2019\141002-1-0.DWG 6/4/2019 2:28 PM MN
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SURVEYOR'S NOTES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES) EFFECTIVE JUNE 21, 1996. 2. THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS INTENDED TO DEPICT OR NOTE THE POSITION, HORIZONTALLY THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS INTENDED TO DEPICT OR NOTE THE POSITION, HORIZONTALLY AND, WHERE REQUIRED, VERTICALLY, BETWEEN PARTICULAR EXISTING OR PROPOSED IMPROVEMENTS WITH RESPECT TO THE APPLICABLE MUNICIPAL OR STATUTORY REQUIREMENTS. THE PURPOSE OF THIS TYPE OF SURVEY IS TO ENABLE DETERMINATION OF COMPLIANCE WITH SAID REQUIREMENTS. NO OTHER IMPROVEMENTS OR FEATURES NEED BE DEPICTED. THE TYPE OF SURVEY PERFORMED IS ALSO A TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE CONFIGURATION (RELIEF) OF THE EARTH'S SURFACE (GROUND) AND THE LOCATION OF NATURAL AND ARTIFICIAL OBJECTS THEREON 3. THE BOUNDARY DETERMINATION CATEGORY IS A RESURVEY OF MAP REFERENCE 9a. THE BOUNDARY DETERMINATION CATEGORY IS A RESURVEY OF MAP REFERENCE 9a. 4. THIS SURVEY CONFORMS TO A HORIZONTAL ACCURACY STANDARD OF CLASS A-2 AND A VERTICAL ACCURACY STANDARD OF V-2. TOPOGRAPHY THIS SURVEY CONFORMS TO A HORIZONTAL ACCURACY STANDARD OF CLASS A-2 AND A VERTICAL ACCURACY STANDARD OF V-2. TOPOGRAPHY AS DEPICTED HEREON CONFORMS TO AN ACCURACY STANDARD OF CLASS T-2. 5. AZIMUTHS AND COORDINATES ARE BASED UPON THE CONNECTICUT GRID SYSTEM NORTH AMERICAN DATUM OF 1983 (NAD 83). ELEVATIONS ARE AZIMUTHS AND COORDINATES ARE BASED UPON THE CONNECTICUT GRID SYSTEM NORTH AMERICAN DATUM OF 1983 (NAD 83). ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 6. THE PROPERTY IS LOCATED WITHIN AN AA (RESIDENCE) ZONE. THE PROPERTY IS LOCATED WITHIN AN AA (RESIDENCE) ZONE. 7. THE AREA OF THE PROPERTY IS 1,592,875± SQUARE FEET (36.57± ACRES). THE AREA OF THE PROPERTY IS 1,592,875± SQUARE FEET (36.57± ACRES). 8. THE PROPERTY IS CURRENTLY OWNED BY THE TOWN OF TRUMBULL AND THE PROPERTY ADDRESS IS 4630 MADISON AVENUE, TRUMBULL, THE PROPERTY IS CURRENTLY OWNED BY THE TOWN OF TRUMBULL AND THE PROPERTY ADDRESS IS 4630 MADISON AVENUE, TRUMBULL, CONNECTICUT 06611. THE PROPERTY IS DESIGNATED ON THE TRUMBULL ASSESSOR'S RECORDS AS PARCEL C/07/00063/000. 9. REFERENCE IS MADE TO THE FOLLOWING MAP(S): REFERENCE IS MADE TO THE FOLLOWING MAP(S): a. MAP OF SURVEY OF A HIGH SCHOOL SITE FOR THE TOWN OF TRUMBULL, TRUMBULL CT, SCALE: 1" = 80', DATED: DECEMBER 10, 1958. MAP PREPARED BY FULLER & CO. INC. MAP ON FILE IN THE TRUMBULL LAND RECORDS AS MAP #854. b. MAP OF SUBDIVISION TO BE KNOWN AS CANOE BROOK, LAKE ESTATES. SECTION "E", TRUMBULL, CONN. SCALE: 1" = 100', DATED: MAY 3, 1966. MAP PREPARED BY FULLER & CO. SAID MAP ON FILE IN THE TRUMBULL LAND RECORDS AS MAP #1383. 10. PROPERTY IS SUBJECT/PRIVILEGED TO: RIGHTS, RESTRICTIONS, ENCUMBRANCES, COVENANTS, EASEMENTS, ETC. AS THE RECORD MAY APPEAR. PROPERTY IS SUBJECT/PRIVILEGED TO: RIGHTS, RESTRICTIONS, ENCUMBRANCES, COVENANTS, EASEMENTS, ETC. AS THE RECORD MAY APPEAR. 11. THIS BOUNDARY OPINION WAS MADE AND SURVEY MAP PREPARED FROM INFORMATION CONTAINED IN DEEDS AND MAPS OF RECORD, ALONG THIS BOUNDARY OPINION WAS MADE AND SURVEY MAP PREPARED FROM INFORMATION CONTAINED IN DEEDS AND MAPS OF RECORD, ALONG WITH PHYSICAL EVIDENCE LOCATED DURING THE FIELD SURVEY.
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CIR.
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ROAD
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CANOE
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MITCHELL
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RD.
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TER.
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(NAD 83)
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0
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40
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Madison Avenue
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Headwall with 30" Outlet Inv. 414.28
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15" Outlet Inv. 411.39
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Proposed 8' Wide Berm @ Elevation 417.0
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Existing Treeline (To Be Removed)
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Proposed Treeline
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Existing Treeline (To Remain)
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Existing Stonewall (To be Removed)
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Area of Weeping
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Wetlands as Flagged by George Logan of REMA Ecological Services, LLC on 3/26/19
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n/f Joseph & Patricia Roth 11 Driftwood Lane MBL: C/08/00030/000 Deed: 1608/330
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n/f Daisy Perez 25 Driftwood Lane MBL: C/08/00031/000 Deed: 836/61
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Driftwood Lane
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Detention Basin To Be Seeded with New England Wetmix (Wetland Seed Mix) or Equivalent
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Detention Basin Slopes To Be Seeded with New England Conservation/Wildlife Mix or Equivalent
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IRON PIN/PIPE FOUND
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MONUMENT FOUND
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LEGEND
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EXISTING PAVEMENT WITH CURB
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PROPERTY LINES
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WETLANDS
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EXISTING STORM DRAINAGE
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TREELINE
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EXISTING MINOR CONTOUR
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HYDRANT
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GATE VALVE
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LIGHT POLE
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TREE
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MANHOLE
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CATCH BASIN - TYPE C
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EXISTING MAJOR CONTOUR
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PROPOSED CONTOUR
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TREELINE (TO BE REMOVED)
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EXISTING SIDEWALK
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EXISTING PARKING
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Remove Existing Sediment in Bottom of Basin Down to Elevation 409.0
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Existing Treeline (To Be Removed)
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Double Silt Fence With Hay Bales
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Proposed Construction Fence
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Proposed 6' High Chain-Link Fence
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PROPOSED CONSTRUCTION FENCE
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PROPOSED CHAIN-LINK FENCE
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Horizontal Scale = 1 : 40
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Vertical Scale = 1 : 4
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30" RCP 29 L.F. @ 2.3%
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1-Year Storm Elevation: 410.5
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2-Year Storm Elevation: 411.2
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5-Year Storm Elevation: 412.0
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10-Year Storm Elevation: 412.5
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25-Year Storm Elevation: 413.5
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50-Year Storm Elevation: 414.4
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100-Year Storm Elevation: 415.5
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Top of Berm: 417.0
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Property Line
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Existing Grade
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Proposed Grade
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Impervious Clay Layer To Be Extended at Least 10' Below Top of Berm and a Minimum of 12" Thick
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Proposed Treeline Minimum 15 Feet off Property Line
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15" RCP Inv. Out 411.39
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Proposed 6' Tall Chain-Link Fence
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Proposed 6' Tall Chain-Link Fence
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Name:
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Project:
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Checked:
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Released:
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Designed:
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Drawn:
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ORIGINAL SEAL
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AND SIGNATURE
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NOT VALID WITHOUT
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DATE
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Wallingford, Connecticut
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REVISIONS
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(203) 265-1489
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DESCRIPTION
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Engineers & Surveyors
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405 Main Street (Yalesville)
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Revision :
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of
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Site Location Plan
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ENGINEERS
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SURVEYORS
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The information contained herein is the proprietary and confidential property of Juliano Associates, LLC. Reproductions, publication, distribution, or duplication in whole or in part requires the written permission of Juliano Associates. This document and copies thereof are valid only if they bear the original signature and embossed seal of the designated licensed professional. If this document is stamped with a colored ink seal it has been issued for land use If this document is stamped with a colored ink seal it has been issued for land use permitting purposes and is not to be used for any other purpose. Any alterations render this Any alterations render this document null and void. © Copyright , All Rights Reserved. Copyright , All Rights Reserved.Copyright , All Rights Reserved.
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THIS DOCUMENT HAS BEEN PREPARED AS PART OF THE OF (I.W.W.C, T.P.Z, (I.W.W.C, T.P.Z, OR Z.B.A.) APPLICATION PROCESS AND CAN NOT BE CONSIDERED FINAL NOR USED FOR CONSTRUCTION PURPOSES UNTIL ALL NECESSARY APPROVALS HAVE BEEN ATTAINED. Christopher S. Juliano PELS #19725 Matthew M. Niski PE #31777
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19-141
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Deming
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1" = 1000'
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2019
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TOWN
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TRUMBULL
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2019
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19-141
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2019-141002
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2
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2
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ZGEORGINA
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05/14/19
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MNISKI
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05/28/19
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MNISKI
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05/28/19
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JDIMEO
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06/3/19
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0
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1" = 20'
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Improvement Location Survey Detention Pond Re-Design Land of Madison Middle School 4630 Madison Avenue Trumbull, Connecticut
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M:\SUBMITTED\2019\141002-2-0.DWG 6/4/2019 2:28 PM MN
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ST.
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CIR.
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ROAD
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RANGELY
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CANOE
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MITCHELL
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RD.
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LAKEVIEW
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TER.
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Connecticut Grid System
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(NAD 83)
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Notes: -Proposed Berm to be at Least 8 Feet Wide at the Top. -Clay Layer to be a Minimum of 12 Inches Wide. -Clay Layer to be Compacted in 6 Inch Lifts. -Existing Pipes to Remain at Current Elevations/Locations -Clay to Have a Minimum of 15% Passing the #200 Sieve, and a Maximum Permeability of 1x10 cm/sec. -5 cm/sec. -In Areas Where Clearing is Proposed, Care Should Be Taken to Save as Many Trees as Possible.
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STAKED HAY BALES
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EXISTING GRADE
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SCALE: NONE
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SEDIMENT FILTER FENCE
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12" MIN.
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as required
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BURY END OF
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FABRIC
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4" MIN
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100X WOVEN FILTER
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POST
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FABRIC
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TYPICAL FENCE
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/HAY BALES
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CDOT 2" - 4" Stone
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Geotextile to stabilize foundation
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50' Minimum
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8" Minimum
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Paved Roadway
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Driveway Width (20' Minimum)
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SCALE: N.T.S.
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CONSTRUCTION ENTRANCE
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6'
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BRIGHT ORANGE
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POLYETHYLENE FENCING
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FENCE HEIGHT
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20'
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12'
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10'
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SETTING DEPTH
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6'
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4'
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6'
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2.5'
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3.5'
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FOOTING WIDTH
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W = 12" FOR POST DIAMETER < 4"
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W = 16" FOR POST DIAMETER = 4"
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THE CHANGE IN FENCE ALIGNMENT IS GREATER THAN 15%%D.
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FURNISH AND INSTALL A CORNER POST AND BRACE RAIL WHERE
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%%UNOTES:
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CONCRETE FOOTING
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LINE POST
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VARIES
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4" CORNER POST
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TENSION BAR
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IRON RAIL END
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MALLEABLE GALV.
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TENSION BAND (TYP.)
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BEVELED BRACE BAND
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VARIES
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VARIES
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2"
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6" (TYP.)
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BRACE RAIL
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TENSION WIRE
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CHAIN LINK FABRIC
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2" WIRE MESH
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SPACING (MAX.)
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SLEEVE AT 20'-0"
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TOPRAIL
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10'-0" MAX. SPACING
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SEE TABLE
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SEE TABLE
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VARIES
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SEE TABLE
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5'
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SPACING
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5'
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BRACE RAIL
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(SEE TABLE)
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NOTE: INSTALL BRACE RAILS AT ALL CORNER, END
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AND GATE POSTS.
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Sequence of Construction 1. Install Construction Entrance and Silt Fence/Hay Bales as Proposed Install Construction Entrance and Silt Fence/Hay Bales as Proposed 2. Clear Woods Per Plan Clear Woods Per Plan 3. Install Construction Fence Install Construction Fence 4. Remove Sediment From Basin to Proposed Depth. Remove Sediment From Basin to Proposed Depth. 5. Expand Basin Per Plan. Expand Basin Per Plan. 6. Install Berm, Clay Center, and Re-grade Slopes Install Berm, Clay Center, and Re-grade Slopes 7. Remove Accumulated Sediment from Silt Fences Remove Accumulated Sediment from Silt Fences 8. Seed All Disturbed Areas Seed All Disturbed Areas 9. Install Chain-Link Fence Install Chain-Link Fence 10. Remove Construction Fence Remove Construction Fence 11. When all areas are Stabilized, Remove Silt FenceWhen all areas are Stabilized, Remove Silt Fence
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12" MIN.
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SCALE: NONE
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TEMPORARY CONSTRUCTION FENCING
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SCALE: NONE
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CHAIN LINK FENCE DETAIL
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Section A-A