802, 804, 810 & 812 DRYDEN ROAD 39 CASCADE DRIVE ROCHESTER, NY PHONE SITE DEVELOPMENT PLANS MARATHON C-7.

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1 ONRETE WASHOUT AREA SILT FENE PIPE OUTLET PROTETION FILTER LOTH 50'MIN. 6"MIN. 12'MIN. 1. STONE SIZE - USE 2" STONE, OR RELAIMED OR REYLED ONRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXEPT ON A SINGLE RESIDENE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THIKNESS - NOT LESS THAN SIX (6) INHES. PROFILE 50'MIN. PLAN VIEW PAVEMENT MOUNTABLE BERM (OPTIONAL) 10'MIN. PAVEMENT 10'MIN. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANE TO SITE. 5. FILTER LOTH - WILL BE PLAED OVER THE ENTIRE AREA PRIOR TO PLAING OF STONE. 6. SURFAE WATER - ALL SURFAE WATER ING OR DIVERTED TOWARD ON- STRUTION ENTRANES SHALL BE PIPED AROSS THE ENTRANE. IF PIPING IS IMPRATIAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANE - THE ENTRANE SHALL BE MAINTAINED IN A ONDITION WHIH WILL PREVENT TRAKING OR ING OF SEDIMENT ONTO PUBLI RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRATED ONTO PUBLI RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHIH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVIE. 9. PERIODI INSPETION AND NEEDED MAINTENANE SHALL BE PROVIDED AFTER EAH RAIN. 3' 5:1 12'MIN. STABILIZED ONSTRUTION ENTRANE EMERGENY SPILLWAY OUTLET DROP INLET PROTETION BIORETENTION AREA OPYRIGHT 2017 ENG. STONE OUTLET PROTETION (1 of 5) 9 of

2 TEMPORARY STONE FILTER OVER PLANTINGS STONE HEK DAM 5'MAX. 1'MIN. 1'MIN. N.Y.S. DOT #2 STONE L=4xD.A. PROFILE 1 1 1'MAX. 4'MIN. EXAVATE REQUIRED STORAGE ROSS SETION A-A TOP OF EMBANKMENT 2'APRON 1. AREA UNDER EMBANKMENT SHALL BE LEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE LEARED. 2. THE FILL MATERIAL THE EMBANKMENT SHALL BE FREE OF ROOTS AND OTHER WOODY VEGETATION AS WELL AS OVER-SIZED STONES, ROKS, ORGANI MATERIAL OR OTHER OBJETIONABLE MATERIAL. THE EMBANKMENT SHALL BE OMPATED BY TRAVERSING WITH EQUIPMENT WHILE IT IS BEING ONSTRUTED. 3. ALL UT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. 4. THE STONE USED IN THE OUTLET SHALL BE 4"-8" ALONG WITH A 1' THIKNESS OF 2" AGGREGATE PLAED ON THE UP-GRADE SIDE ON THE OR EMBEDDED FILTER LOTH IN THE. 5. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMEN- SIONS WHEN THE SEDIMENT HAS AUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. 6. THE STRUTURE SHALL BE INSPETED AFTER EAH RAIN AND REPAIRS MADE AS NEEDED. 7. ONSTRUTION OPERATIONS SHALL BE ARRIED OUT IN SUH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. 8. THE STRUTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. STONE OUTLET SEDIMENT TRAP A EARTH EMBANKMENT 2'APRON A UNDISTURBED AREA PROVIDE A ONE FOOT LAYER OF N.Y.S. DOT #2 STONE MAY BE PLAED ON THE UPSTREAM SIDE OF THE INPLAE OF THE EMBEDDED FILTER LOTH. NEED NOT BE OMPATED 9"MIN WEIR REST 2'MIN. N.Y.S. DOT #2 STONE 9"MIN. SHRUB PLANTINGS 2'MIN. POSITIVE DRAINAGE ROSS SETION NOT TO SALE SUFFIIENT GRADE TO DRAIN PLAN VIEW NOT TO SALE 1. ALL PERIMETER DIKE/SWALE SHALL HAVE UNINTERRUPTED POSITIVE GRADE TO AN OUTLET. 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE ONVEYED TO A SEDIMENT TRAPPING DEVIE. 3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET INTO AN UNDISTURBED STABILIZED AREA AT NON-EROSION VELOITY. 4. THE SWALE SHALL BE EXAVATED OR SHAPED TO LINE GRADE, AND ROSS SETION AS REQUIRED TO MEET THE RITERIA SPEIFIED IN THE STANDARD. 5. STABILIZATION OF THE AREA DISTURBED BY THE DIKE AND SWALE SHALL BE DONE IN AORDANE WITH THE STANDARD AND SPEIFIATIONS TEMPORARY SEEDING AND MULHING, AND SHALL BE DONE WITHIN 10 DAYS. 6. PERIODI INSPETION AND REQUIRED MAINTENANE MUST BE PROVIDED AFTER EAH RAIN EVENT. MAX. DRAINAGE AREA LIMIT: 2 ARES PERIMETER DIKE/SWALE OPYRIGHT 2017 ENG. (2 of 5) DEIDUOUS PLANTINGS 10 of

3 ASPHALT PAVEMENT SETION EDGE OF PAVEMENT ASPHALT DIKE BIKE RAK ONRETE URB URB TRANSITION AESS RAMP RAISED ONRETE SIDEWALK WITH INTEGRAL URBING OPYRIGHT 2017 ENG. RESERVED YELLOW URBING AND BOLLARDS - STRIPING - HANDIAP STRIPING - STRIPED AREAS SURFAES SHOULD BE LEAN, DRY AND METAL SURFAES FREE OF HEAVY RUST 2 OATS SHERWIN WILLIAMS - KEM 4000 ARYLI ALKYD ENAMEL SAFETY YELLOW B55Y300 SURFAES SHOULD BE LEAN, DRY. TOP OAT SHERWIN WILLIAMS - PROMAR TRAFFI MARKING PAINT YELLOW TM5495 SURFAES SHOULD BE LEAN, DRY. TOP OAT SHERWIN WILLIAMS - PROMAR TRAFFI MARKING PAINT "H.." BLUE SINGLE YELLOW SOLID O.. ONRETE SIDEWALK (3 of 5) STRIPING INMATION ASPHALT DIKE TRANSITION 11 of

4 SANITARY TRENH SANITARY MANHOLE DROP/ FIELD INLET PV SANITARY/STORM LEANOUT STORM MANHOLE OPYRIGHT 2017 ENG. (4 of 5) STORM TRENH SOLID PIPE 12 of

5 3.0'x0.5' (WxH) ORIFAE INV.= 'x1.0' (WxH) STORM RAX BY PLASTI SOLUTIONS 9" DIA. STORM RAX BY PLASTI SOLUTIONS STONE INLET PROTETION: PROVIDE A 5'x5' WIDE APRON OF NYSDOT LIGHT STONE FILL PLAED UPON GEOTEXTILE FABRI. 3" DIA. LOW ORIFIE INV.= GRATE ELEVATION= OUTLET PIPE INV= ONTROL STRUTURE #1 PROVIDE SMOOTH MORTAR FINISH INTERMEDIATE ORIFIE (SEE SETION VIEW) TRASH RAK (SEE SETION VIEW) TRASH RAK (SEE SETION VIEW) LOW ORIFIE (SEE SETION VIEW) GRATE ELEVATION= PROVIDE SMOOTH MORTAR FINISH 2.0'x0.5' (WxH) ORIFAE INV.= 'x1.0' (WxH) STORM RAX BY PLASTI SOLUTIONS INTERMEDIATE ORIFIE (SEE SETION VIEW) TRASH RAK (SEE SETION VIEW) TRASH RAK (SEE SETION VIEW) OPYRIGHT 2017 ENG. OUTLET PIPE INV= LOW ORIFIE (SEE SETION VIEW) STONE INLET PROTETION: PROVIDE A 5'x5' WIDE APRON OF NYSDOT LIGHT STONE FILL PLAED UPON GEOTEXTILE FABRI. (5 of 5) ONTROL STRUTURE #2 13 of