2. HORIZONTAL DATUM = NAD 83. VERTICAL DATUM = NAVD 88.

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1 1. EXISTING CONDITIONS AND UTILITY INFORMATION SHOWN ON THESE PLANS ARE BASED ON A SET OF PLANS ENTITLED "SCHOOL OF COMMUNICATIONS AND MEDIA BUILDING AND LIFE HALL RENOVATION" DATED MARCH 11, 2015 REVISED THROUGH 4/28/15 PREPARED BY CANNON DESIGN / REMINGTON & VERNICK ENG.. REFER TO SHEETS C0001 THROUGH C0014 AND ASSOCIATED PROJECT SPECIFICATIONS FOR COORDINATION AND ADDITIONAL INFORMATION. ALL PLAN NOTES, GENERAL SPECIFICATIONS, SITE / CIVIL, AND LANDSCAPING SPECIFICATIONS APPLY AND REMAIN IN FORCE FOR THE WORK SHOWN HEREIN UNLESS OTHERWISE NOTED. 2. HORIZONTAL DATUM = NAD 83. VERTICAL DATUM = NAVD 88.

2 FOR COMPREHENSIVE DEMOLITION NOTES SEE SHEETS C0003 & C0004 OF CANNON / RVE PLAN SET.

3 1. LAWN AREAS TO RECEIVE 6" TOPSOIL AND SEED. (SEE TOPSOIL NOTE BELOW). FOR SEEDING REQUIREMENTS REFER TO SOIL EROSION AND SEDIMENT CONTROL NOTES AND STANDARDS. 2. PLANTING BED AREAS TO RECEIVE 12" OF TOPSOIL AND 3" MULCH COVER. 3. STONE DUST AREA TO BE 3" COMPACTED STONE DUST ON FILTER FABRIC MATERIAL INSTALLED OVER FIRM SUBGRADE. LIMITS OF STONE DUST SURFACE TO BE ADJUSTED PER OWNER. 4. TOPSOIL SHALL FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGE THAN 2" IN ANY DIMENSIONS, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH, AND SHALL BE TYPICAL FOR LOCALITY. A SOIL TEST SHALL BE CONDUCTED PRIOR TO THE INSTALLATION AND SPREADING OF THE TOPSOIL. THIS SOIL TEST SHALL BE LEVEL 3 TOPSOIL EVALUATION PREPARED BY RUTGERS SOIL TESTING LABORATORY OR APPROVED EQUIVALENT. THE SOIL TEST WILL INCLUDE TESTING FOR NUTRIENTS,PH, SOLUBLE SALT LEVEL, ORGANIC MATTER CONTENT, PERCENTAGES OF SAND / SILT / CLAY, SOIL TEXTURE CLASS AND GRAVEL CONTENT.

4 1. FOR ADDITIONAL DRAINAGE AND UTILITY INFORMATION SEE SHEET C101 OF RVE PLANS. 2. FOR SOIL CONSERVATION AND SEDIMENT CONTROL INFORMATION REFER TO RVE PLANS.

5 1128 ROUTE 31 NORTH, LEBANON, N.J PHONE (908) FAX (908)

6 1. LAWN AREAS TO RECEIVE 6" TOPSOIL AND SEED. (SEE TOPSOIL NOTE BELOW). FOR SEEDING REQUIREMENTS REFER TO SOIL EROSION AND SEDIMENT CONTROL NOTES AND STANDARDS. 2. PLANTING BED AREAS TO RECEIVE 12" OF TOPSOIL AND 3" MULCH COVER. 3. STONE DUST AREA TO BE 3" COMPACTED STONE DUST ON FILTER FABRIC MATERIAL INSTALLED OVER FIRM SUBGRADE. LIMITS OF STONE DUST SURFACE TO BE ADJUSTED PER OWNER. 4. TOPSOIL SHALL FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGE THAN 2" IN ANY DIMENSIONS, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH, AND SHALL BE TYPICAL FOR LOCALITY. A SOIL TEST SHALL BE CONDUCTED PRIOR TO THE INSTALLATION AND SPREADING OF THE TOPSOIL. THIS SOIL TEST SHALL BE LEVEL 3 TOPSOIL EVALUATION PREPARED BY RUTGERS SOIL TESTING LABORATORY OR APPROVED EQUIVALENT. THE SOIL TEST WILL INCLUDE TESTING FOR NUTRIENTS,PH, SOLUBLE SALT LEVEL, ORGANIC MATTER CONTENT, PERCENTAGES OF SAND / SILT / CLAY, SOIL TEXTURE CLASS AND GRAVEL CONTENT.

) AS MFG. BY: HANOVER ARCHITECTURAL PRODUCTS P. 800.426.

7 CONCRETE PAVEMENT (TYP.) CAST STONE QUATREFOIL CAST STONE QUATREFOIL AS MFG. BY SUN PRECAST CO.,INC RIDGE ROAD BEAVER SPRINGS, PA Tel: (570) Fax:(570) COLOR: TERRACOTTA ALL JOINTS SHALL BE SEALED WITH CONCRETE PAVER SAYLOR COURSE (SEE DETAIL) CONCRETE PAVERS (TYP.) AS MFG. BY: HANOVER ARCHITECTURAL PRODUCTS P HANOVER PREST BRICK TRADITIONAL 3 COLOR RANDOM BLEND MATRIX: # B92079 NATURAL FINISH MATRIX: # B92079 TUDOR FINISH MATRIX: # B92827 TUDOR FINISH SIZE: 2 3 8"X 4" X 8" R=2.67' R=4.31' NON-SHRINKING CAULK TO MATCH CAST STONE COLOR. THE QUATREFOIL SHALL BE CAST IN 8 SECTIONS TOTAL 4 - LEFT/ 4 - RIGHT SECTIONS THE QUATREFOIL SHALL BE INSTALLED SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. QUATREFOIL SHALL BE SET IN 1" THK. MORTAR BED. R=11.73' WIDTH VARIES SEE MATERIALS PLANS PAVE EDGE RIGID EDGE RESTRAINT (TYP.) SIZE: 1.7" x 3.7" EDGE RESTRAINT SHALL BE ANCHORED WITH 3/8" DIA. x 10"L. STEEL 12" O.C. STEEL SPIKE SHALL BE EMBEDDED INTO BASE COURSE AS SHOWN. AS MFG. BY: PAVE TECH INC. P INSTALL PER MANUFACTURERS RECOMMENDATIONS CONTRACTOR SHALL CALCULATE CURVED & STRAIGHT PORTIONS OF THE WALK. CURVED PORTIONS SHALL HAVE PAVE EDGE FLEXIBLE INSTALLED. ALL SECTIONS SHALL BE AJOINED WITH CONNECTOR PIPES. R=9.68' 4" THK. CAST STONE QUATREFOIL CONCRETE PAVEMENT 6" 6" 1" THK. MORTAR SETTING BED 6" THK. DENSE GRADED AGGREGATE (TYP.) ALL BASE MATERIAL SHALL BE COMPACTED IN 3" LIFTS TO 95% COMPACTION. CONTRACTOR SHALL HAVE A COMPACTION TEST PERFORMED TO ENSURE THAT ALL BASES MEET THE COMPACTION REQUIREMENTS. SAWCUT CONTROL JOINT PATTERN AS SHOWN ON PLANS 3/16" WIDE x 1" DEEP COMPACTED SUBGRADE COMPACT TO 95% 3/4" THK. BITUMINOUS SETTING BED 93% SAND & 7% ASPHALT 1.5% 1.5% NEOPRENE TACK COAT OVER 3/4" BITUMINOUS SETTING BED (TYP.) SWEEP JOINTS WITH C-144 SAND CONCRETE PAVER SAYLOR COURSE SEE DETAIL THIS SHEET FINISHED GRADE LIGHT POLE & FIXTURE (PROVIDED BY OWNER). REFER TO DETAIL 17 ON SHEET L501 OF SLAM ARCHITECTS & ENGINEERS PLAN SET HAND HOLE 4-3/4"X24"X4" ANCHOR BOLTS WITH 3/4" MIN. BOLT PROJECTION (STD) MATCH BOLT PATTERN OF LIGHT POLE SAWCUT CONTROL JOINT PATTERN AS SHOWN ON PLANS 3/16" WIDE x 1" DEEP. FOR 16' WIDE JOINTS SEE SECTION THIS SHEET. #4 BARE COPPER WIRE CLASS A CONCRETE RIGID FIBER FORM (SONOTUBE) FILLED WITH CONCRETE 4 - #4 BARS W/ #3 12" CONCRETE WALK (SEE CONCRETE WALK SECTION DETAIL) 5'-0" 1" HEAVY WALL CONDUIT RECONNECT TO CONDUIT FROM ORIGINAL LIGHT LOCATION. PULL NEW #12 AWG CONDUCTORS FROM ORIGINAL POWER SOURCE. UNDERGROUND SPLICES SHALL NOT BE ACCEPTABLE. CADWELD CONNECTION 21' DIA. OR AS REQUIRED 3/4" X 10'-0" COPPER CLAD GROUND ROD (LOCATE AWAY FROM STORMWATER SYSTEM) NOTE: VERIFY LOCATION AND DEPTH TO TOP OF EXISTING STORMWATER SYSTEM JOINT SEALANT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL NOTE: PLATE DOWEL (1/4" 2'-0" O.C. TYP.) 6" THICK CONCRETE BASE (TYP.) W / FIBERMESH REINFORCEMENT 6" STEP PAVEMENT AS SHOWN 2" HOT MIX ASPHALT BASE COURSE MIX 19M64 HERRINGBONE PATTERN 6" THICK CONCRETE BASE (TYP.) W / FIBERMESH REINFORCEMENT DOWEL EXPANSION JOINT - EJ (TYP.) W / PREMOLDED JOINT FILLER AND TOOLED EDGES 6" THICK DENSE GRADED AGGREGATE (TYP.) ALL BASE MATERIAL SHALL BE COMPACTED IN 3" LIFTS TO 95% COMPACTION. CONTRACTOR SHALL HAVE A COMPACTION TEST PERFORMED TO ENSURE THAT ALL BASES MEET THE COMPACTION REQUIREMENTS. COMPACTED SUBGRADE NOT TO SCALE 8" DENSE GRADED AGGREGATE SUBBASE MATERIAL 2 COURSES CONCRETE PAVERS SEE SAYLOR COURSE DETAIL FOR PAVER INFORMATION. NOTE: 1. JOINT FILLER AT ALL FIXED OBJECTS SUCH AS CURBS, MANHOLES, & WALLS EXCEPT AS NOTED. 2. EXPANSION JOINT 20'-0" MAX. SPACING OR AS INDICATED ON PLANS. 3. CONTROL JOINTS AS INDICATED ON PLANS. COMPACTED SUBGRADE COMPACT TO 95%

ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK DELTA PROJECT NO SEPTEMBER 2017 ISSUED FOR BID

ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK 13440 DELTA PROJECT NO. 2017.226.001 SEPTEMBER 2017 ISSUED FOR BID INDEX OF DRAWINGS GENERAL CIVIL ARCHITECT/ENGINEER PROJECT