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HomeMy WebLinkAbout20260776 81 Phila St. Construction - Modification Porous PavementCONCRETE SIDEWALK PER CITY OF SARATOGA SPRINGS STANDARDS POROUS PAVERS MATCH EXISTING GRADE, TYP. ALL SIDES ASPHALT PAVEMENT2 C-1 2 C-1 TP-2 TP-1 6" EDGE RESTRAINT PERMEABLE CONCRETE UNIT PAVERS 1" BEDDING COURSE ASTM NO.8 STONE UNCOMPACTED SUBGRADE MIN. SEPARATION FROM SHWT = 24" 12" CRUSHED STONE ASTM NO. 2 STONE MIRAFI 160N ON SIDES OF STONE 3/8" POROUS PAVERSPLAN C-1 BCS CPA DBH 10/20/2025 1"=10' 86425 10100 Scale: 1" = 10' LEGEND PROPERTY LINE POROUS PAVERS1.EXISTING BASE INFORMATION DERIVED FROM A SURVEY TITLED " SURVEY OF LANDS OF THOMAS AND PAULA D'ORAZIO" DATED MARCH 4, 2026. 2.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. GENERAL NOTES: Scale: NTS POROUS PAVERS1 CONCRETE SIDEWALK PARCEL COVERAGE: TOTAL PARCEL SIZE: 4,978 SQ.FT TOTAL COVERAGE AREA: 2,308 SQ. FT TOTAL COVERAGE %: 46.4% TOTAL IMPERVIOUS AREA (COVERAGE + 154 SQ. FT RETAINING WALL): 2,462 SQ. FT TOTAL IMPERVIOUS %: 49.5% PARCEL BUILDING COVERAGE CALCULATIONS ZONE DESCRIPTION AREA (SQ. FT) EXISTING RESIDENCE 1,813 GARAGE 495 TOTAL COVERAGE AREA 2,308 SQ. FT Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Paula and Tom D'orazio 15 E Cobble Hill Drive Loudonville, NY 12211 Sa v e D a t e : 10 / 2 1 / 2 0 2 6 1 2 : 0 7 P M Fi l e N a m e : G: \ P r o j - 2 0 2 6 \ 2 0 2 6 0 7 8 _ 8 1 _ P h i l a _ S t r e e t _ R e s i d e n c e \ 2 0 2 6 0 7 8 C A D \ C - 1 P O R O U S P A V E M E N T P L A N . d w g Pl o t t e d B y : CA M E R O N P . A L B E R 81 Phila Street 81 Phila Caroline Street Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2025075 ASPHALT PAVEMENT Scale: NTS SARATOGA SPRINGS TYPE 1 STANDARD DRIVEWAY DROP CURB2 TP-1 FALLING HEAD PERMEABILITY TEST AT 18”. >120 IN/HR >120 IN/HR >120 IN/HR TP-2 FALLING HEAD PERMEABILITY TEST AT 22”. 105 IN/HR 105 IN/HR 105 IN/HR INFILTRATION TEST RESULTS: