WIDTH PER PLAN CURB TRANSITION ORANGE CONSTRUCTION FACE OF SIGN TOP OF CONCRETE (CONCRETE TYP) FENCING (WHERE NOTED ON PLAN) PER PLAN FINISHED 6"x6" 10/10 W.W.M. CL STABILIZE ENTIRE PILE GRADE CURB CONCRETE 2% SLOPE 1:12 WITH VEGETATION OR COVER SIDEWALK NYSDOT APPROVED 2 SLOPE OR LESS 2" @ 2% PITCH 4" X X X X X X GALVANIZED STEEL 1 (SIGN POST)

±6'-0" FENCE POST @ 8'-0" OC 4" SLOPE = 1:12 SLOPE 1:12

5' MIN. CRUSHED STONE SUBGRADE ITEM NO 304.03

NOTES: DETECTABLE WARNING ±6'-0" 4'-0" MIN. 1 1. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 5' INTERVALS WITH 2" X 4" PRE-MOLDED JOINTS AT 15' O.C. 5'-0" OR EDGE OF BREAKAWAY 2. ALL CONCRETE FOR SIDEWALKS SHALL BE 4000 PSI AT 28 DAYS WITH TRANSVERSE BROOM FINISH PAVEMENT HINGE AND CROSS SLOPE. CONCRETE MIN. SLOPE MIN. SLOPE SIDEWALK 3. SIDEWALKS GREATER THAN 8% IN GRADE SHALL BE STEPPED IN ACCORDANCE WITH THE NEW STRAWBALES OR SILTFENCE YORK STATE BUILDING CODE REQUIREMENTS. FINISH GRADE GRADE SIDEWALK DETAIL NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. SCALE: N.T.S. SLOPE 1:12 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. GRASS AREA NATIVE SOIL VARIES CURB TRANSITION 1/4"X8"X24" STEEL (CONCRETE TYP) 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED A WITH 4'-0" MIN PLATE (WELDED) EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 1'-6" MIN 5'-0" MIN 4. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE. 4" ASPHALT CONCRETE BINDER COURSE 2.5" ASPHALT CONCRETE DETECTABLE WARNING NOTES: TOP COURSE EDGE OF 12" SUB-BASE PAVEMENT 1. ORANGE CONSTRUCTION FENCE LOCATIONS SHALL BE STAKED BY A SURVEYOR AND SOIL STOCKPILING ITEM 304.1108 OR EQUIVALENT CURB INSTALLATION SHALL BE CONFIRMED BY THE ENGINEER PRIOR TO ANY LAND NOTES: SCALE: NTS DISTURBANCE WITHIN 125 FEET OF AN EXISTING WETLAND AND IN AREAS WHERE 1. ALL ASSEMBLY HARDWARE TO BE TREES AND STONE WALLS ARE TO BE PRESERVED. CAST ALUMINUM WITH ALUMINUM BOLTS. NOTES: 2. ALL ORANGE CONSTRUCTION FENCING SHALL BE MAINTAINED THROUGHOUT 1. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN CONSTRUCTION TO PROTECT SENSITIVE AREAS. 2. ALL SIGNS SHALL CONFORM TO ALL ACCORDANCE WITH ALL CURRENT ADA STANDARDS. NYSDOT AND MUTCD REQUIREMENTS. 3. THE ORANGE CONSTRUCTION FENCING WILL BE REMOVED UPON FINAL 2. CURB SHALL BE CAST IN PLACE CONCRETE WITH A STRENGTH STABILIZATION OF ALL AREAS WITHIN 125 FEET OF FENCING. WIDTH PER PLAN NOTES: OF 4,000 PSI AT 28 DAYS 1. TO BE INSTALLED FOR ALL ON-SITE ROADWAYS AND PARKING AREAS. ORANGE CONSTRUCTION FENCE SIGN POST FINISHED SCALE: NTS GRADE 2. ALL SUB-GRADE AND SUB-BASE SHALL BE PROOF ROLLED WITH TOWN HANDICAP RAMP SCALE: N.T.S. 2% MAXIMUM CROSS SLOPE ENGINEER PRESENT PRIOR TO THE PLACEMENT OF SUBSEQUENT LIFTS. SCALE: NTS

3. ITEM NUMBERS REFER TO NYSDOT SPECIFICATIONS 4" ON-SITE PAVEMENT SECTION M.U.T.C.D. SIZE OF TYPE OF ITEM 4 SCALE: NTS SIGN TEXT DESCRIPTION No. SIGN MOUNT

NOTES:

4000 PSI 1. ITEM 4 SUBGRADE SHALL BE COMPACTED UPON PLACEMENT TO PREVENT FUTURE CRACKING OF CONCRETE WHITE BACKGROUND P1-1C 12" x 18" GR MTD PAVEMENT. NP RED LETTERING 50' MIN FINISHED SURFACE AS R=1 1/2" PER PLAN 6" AGGREGATE WALKWAYS SCALE: N.T.S. 6" REVEAL BLUE BACKGROUND FENCE OR GUIDE ENTRANCE ROAD HP R7-8 18" x 24" GR MTD BLACK SYMBOL ROAD PER PLAN RAIL AS PER PLAN

X TENSAR EROSION MAT OR EQUAL FINISHED GRADE WHITE LETTERING INSTALLED IN ACCORDANCE WITH 20" MANUFACTURERS SPECIFICATIONS

SEE ROAD CROSS-SECTION X 5 (MIN) 2 PLAN X RED BACKGROUND R1-1C 30" x 30" GR MTD KEYSTONE CAP BLOCK STOP WHITE LETTERING X 6" THICKNESS OF 2" STONE 8" 8" WALL BLOCK UNITS SET BACK VARIES 1 1/4" PER 8" BLOCK (TYP) ON-SITE SIGN SCHEDULE DRAINAGE FILL SCALE: N.T.S. DESIGN AS PER MANUFACTURER 2 FIBERGLASS PINS NOTES: POLY-FILTER X FILTER CLOTH AS COMPACTED PER BLOCK (TYP) MANUFACTURED BY CARTHAGE SUBGRADE 1) CURB SHALL BE CAST IN PLACE. MILLS

2) EXPANSION JOINTS OF 1/2" PREFORMED BITCOATED CELLULOSE OR SECTION A-A SIMILIAR MATERIAL SHALL BE PLACED AT 20 FOOT INTERVALS AND WHERE REINFORCED EARTH FILL NOTES: REQUIRED(i.e. AT CURB BOXES, CATCHBASINS, ETC.). COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. CONCRETE CURB VARIES 2. WIDTH - 24 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS SCALE: NTS WHERE INGRESS OR EGRESS OCCURS. FACE OF EXCAVATION SLOPED OR BRACED 3. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD IN ACCORDANCE WITH CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING SEE GRADING PLAN FOR HEIGHTS OSHA REQUIREMENTS IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. HANDICAP PARKING SIGN (TYP) NO PARKING SIGN (TYP) HANDICAP PARKING LOCATION AS PER PLAN LOCATION AS PER PLAN SIGN (TYP) LOCATION AS 4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH PER PLAN SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF- WAY. THIS MAY REQUIRED PERIODIC TOP DRESSING WITH ADDITIONAL STONE SURFACE TREATMENT VARIES AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR 4" MIN, 8" IF ROCK TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. EDGE OF PAVEMENT CURB SIDEWALK NATURAL 5. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO UNDISTURBED ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT LEVELING PAD SUBGRADE SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. NOTES: EDGE OF PAVEMENT 4" BLUE 6. PERIODIC INSPECTIONS AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER REFLECTIVE 1. PROPOSED KEYSTONE RETAINING WALL SHALL BE DESIGNED AS PER THE MANUFACTURER. 4" WHITE REFLECTIVE EDGE OF EACH RAIN. STRIPING (TYP) 2. RAILINGS SHALL BE INSTALLED FOR SOUTH RETAINING IN ACCORDANCE STRIPING (TYP) PAVEMENT WITH MANUFACTURER'S RECCOMENDATIONS. 3. CONTRACTOR SHALL SUBMITTED SIGNED AND SEALED SHOP DRAWINGS STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CONSTRUCTION FOR ENGINEER'S REVIEW FOR WALLS OVER 4'-0" IN HEIGHT, AND SEPARATE BUILDING PERMITS TO BE ACQUIRED FROM ACCESS SCALE: NTS THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. ISLE 4. BUILDING PERMIT TO BE ACQUIRED PRIOR TO CONSTRUCTION OF RETAINING WALL. ACCESS ISLE NO SITE PREPARATION OR CONSTRUCTION, INCLUDING REFLECTIVE UTILITY CONNECTIONS, SHALL COMMENCE UNTIL A WHITE PAINT KEYSTONE RETAINING WALL VALID HIGHWAY WORK PERMIT HAS BEEN SECURED SCALE: NTS FROM THE ORANGE COUNTY DEPARTMENT OF PUBLIC WORKS UNDER SECTION 136 OF THE HIGHWAY LAW. 19'-0"

WIDTH OF ROADWAY

19'-0" ISSUE DATE: AS PER PLAN No. DATE DESCRIPTION COPIES OF THIS DOCUMENT MONTGOMERY OFFICE DRAWING STATUS WITHOUT AN ACTUAL OR NGINEERING 03/29/21 71 CLINTON STREET 6" 1 12/19/19 REVISED TO SHOW INTERNAL TAX LOT LINES FACSIMILE OF THE E & SURVEYING THIS SHEET IS PART OF SHEET MONTGOMERY, NY 12549 BLUE PAINTED 2 01/10/20 ADDED CONSTRAINTS ENGINEER'S SIGNATURE ROPERTIES SYMBOL AS THE PLAN SET ISSUED FOR NUMBER AND AN ORIGINAL STAMP IN P Ph: (845) 457-7727 3 03/17/20 REVISED SITE LAYOUT & GRADING Achieving Successful Results RED OR BLUE INK SHALL BE WWW.EP-PC.COM PER ADA 4 06/11/20 REVISED SITE LAYOUT & GRADING with Innovative Designs CONCEPT APPROVAL N/A OF N/A CONSIDERED INVALID. 5 08/25/20 REVISED TO SHOW ROAD IMPROVEMENTS 3'-0" PLANNING BOARD APPROVAL 7 OF 12 4" 4" 6 09/23/20 REVISED BUILDING FOOTPRINTS P 4" O.C. UNAUTHORIZED DETAILS 7 12/01/20 REVISED SITE LAYOUT & GRADING OCDOH REALTY SUBDIVISION APPROVAL N/A OF N/A ALTERATIONS OR 8 01/28/21 REVISED POND LAYOUT & GRADING OCDOH WATERMAIN EXTENSION APPROVAL N/A OF N/A ADDITIONS TO THIS 9 03/29/21 REVISED POND LAYOUT & EMERGENCY EXIT DOCUMENT BEARING THE THE Q 6" NYSDEC APPROVAL N/A OF N/A SEAL OF A LICENSED PROFESSIONAL ENGINEER STEPHEN LANE NYSDOT APPROVAL N/A OF N/A 9'-0" IS A VIOLATION OF VILLAGE OF MONROE 8'-0" 8'-0" 8'-0" OTHER N/A OF N/A SECTION 7209 SUBSECTION CL STRIPES 2 OF THE NEW YORK STATE ORANGE COUNTY, NEW YORK MIN MIN MIN JAY SAMUELSON, P.E. (TYP) C FOR BID N/A OF N/A EDUCATION LAW. L STRIPE AS PER PLAN NEW YORK LICENSE # 080023 JOB #: DRAWN BY: (TYP) FOR CONSTRUCTION N/A OF N/A PARKING SPACE 0 1 2 3 1081.10 CS THIS PLAN SET HAS BEEN ISSUED SPECIFICALLY FOR THE DATE: SCALE: SCALE: NTS HANDICAP PARKING SPACES PEDESTRIAN CROSSWALK APPROVAL OR ACTION NOTED ABOVE AND SHALL NOT BE USED 03/25/19 AS NOTED FOR ANY OTHER PURPOSE. C-301 SCALE: NTS SCALE: N.T.S. THIS SHEET SHALL BE CONSIDERED INVALID UNLESS REVISION: TAX LOT: ORIGINAL SCALE IN INCHES 222-1-13,14 & 15 COPYRIGHT 2021 ENGINEERING & SURVEYING PROPERTIES, PC

ACCOMPANIED BY ALL SHEETS OF THE DENOTED PLAN SET(S). 9 - 03/29/21 C