Final Engineering 262 270 Main

PLANNING BOARD SECRETARY W:6.42 W:6.42 TC:104.15 103 TC:104.15 MAXIMUM SLOPE BC:103.65 BC:103.65 PLANNING BOARD ENGINEER 5% PARKKING C:0.50 C:0.50 TC:102.95

TC:102.95 BC:102.45 3' WIDE DROP CURB C:0.50 INTO RAIN GARDEN MAXIMUM SLOPE 5% PARKING TC:102.95 102 BC:102.45 DGA COMPACTED IN TC:102.60 MAX. 6" LIFTS C:0.50 BC:102.10

BC:102.10 EXISTING C:0.50 UNDISTURBED SOIL NOTES: PERVIOUS P L A N S W H I C H D O N O T B E A R 1. ALL MATERIAL, REPAIR STRIPS, AND EXCAVATION FOR DRIVEWAY CONSTRUCTION TO BE INCLUDED IN THE BID PAVEMENT AN EMBOSSED SEAL ARE NOT VALID.

E NOT VALID. PRICE FOR HMA DRIVEWAY, CONCRETE DRIVEWAY, OR CONCRETE CURB. 100.4 AREA (TYP) 2. USE HMA SURFACE COURSE FOR HMA DRIVEWAY. 101 3. CONSTRUCT 5 FEET LONG DRIVEWAY UNLESS OTHERWISE SHOWN ON PLANS OR AS DIRECTED. ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE 100.95 4. MAINTAIN EXISTING DIRECTION OF FLOW ON DRIVEWAY. PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

EXISTING DIRECTION OF FLOW ON DRIVEWAY. PROJECT. THEY ARE NOT INTENDED OR REPRESENTED 5. USE DENSE GRADED AGGREGATE BASE COURSE TO PROVIDE TEMPORARY ACCESS DURING DRIVEWAY TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON E X T E N S I ON S OF T HE P R O JE C T O R O N A N Y OT HE R CONSTRUCTION. PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION 6. DENSE GRADED AGGREGATE BASE COURSE. OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE 7. WHERE SIDEWALK CROSSES DRIVEWAY PROVIDE A 2% MAXIMUM

7. WHERE SIDEWALK CROSSES DRIVEWAY PROVIDE A 2% MAXIMUM SIDEWALK CROSS SLOPE WITHIN DRIVEWAY SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO 100.73 AREA. HUDSON ENGINEERING, LLC; AND OWNER SHALL MAXIMUM SLOPE INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, LLC FROM ALL CLAIMS,

LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND 98.9 EXPENSES ARISING OUT OF OR RESULTING THEREFROM 2% ADA TC:100.96 FIRST FLOOR BC:100.46 BY CHK ----

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---- ---- ---- ELEVATION: 100.00 C:0.50 MAXIMUM SLOPE 3' WIDE DROP CURB 02 TYPICAL PAVEMENT DETAIL