ROWAN UNIVERSITY 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028

Transcription

1 THE CENTER FOR RESEARCH AND EDUCATION IN ADVANCED TRANSPORTATION ENGINEERING SYSTEMS (CREATEs) ISSUED FOR BID - CONTRACT MULLICA HILL ROAD GLASSBORO, NEW JERSEY ALL DIMENSIONS MUST BE VERIFIED PREPARED FOR: MANTUA TOWNSHIP: BLOCK 261, LOTS 8, 9, & 9.01 HARRISON TOWNSHIP: BLOCK 1, LOT 4 MARCH 2, 2016 PROJECT LOCATION PROJECT LOCATION PROJECT LOCATION Scale: NTS Scale: NTS Scale: 1" = 2000' DRAWING SHEET LIST DWG NO. SHEET TITLE DATE GENERAL CS0001 CS0002 COVER SHEET GENERAL NOTES AND LEGEND ARCHITECTURAL A-0 A-1 A-2 A-3 A-4 CODE SUMMARY FLOOR PLAN ELEVATIONS BUILDING SECTIONS AND DETAILS WALL SECTIONS LAST REVISED USGS MAP LOCATION MAP WEST CAMPUS TAX MAP NEW JERSEY ONE CALL CS8502 COVER SHEET ELECTRICAL E-0 E-1 E-2 ELECTRICAL SITE PLAN ELECTRICAL FLOOR PLAN, SCHEDULES, AND DETAILS ELECTRICAL DETAILS AS-NOTED MECHANICAL & PLUMBING CALL BEFORE YOU DIG MP-1 MECHANICAL & PLUMBING - FLOOR PLAN, SCHEDULES & DETAILS STRUCTURAL CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE REQUIREMENTS OF THE NEW JERSEY ONE-CALL DAMAGE PREVENTION SYSTEM AS STATED IN THE "UNDERGROUND FACILITY PROTECTION ACT". S1001 STRUCTURAL NOTES, FOUNDATION PLAN & DETAILS REVISIONS AND SUBMISSIONS NO. SANITARY SEWER DETAILS UTILITY DETAILS SOIL EROSION AND SEDIMENT CONTROL PLAN SOIL EROSION AND SEDIMENT CONTROL PLAN SOIL EROSION AND SEDIMENT CONTROL NOTES SOIL EROSION AND SEDIMENT CONTROL DETAILS DATE 515 Grove Street, Suite 1B Haddon Heights, NJ T F EXISTING CONDITIONS PLAN DEMOLITION PLAN SITE PLAN GRADING AND DRAINAGE PLAN UTILITY PLAN UTILITY PLAN STORM SEWER PROFILES UTILITY PROFILES SITE DETAILS SITE DETAILS SITE DETAILS SITE DETAILS STORM SEWER DETAILS PREPARED : CS0201 CS0501 CS1001 CS1501 CS1701 CS1702 CS4001 CS4501 CS6001 CS6002 CS6003 CS6004 CS6021 CS6051 CS6061 CS8001 CS8002 CS8501 ISSUED FOR BID CIVIL/SITE CS0001

2 SELECT DEMOLITION NOTES SURVEY NOTES: C-1. D-1. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 241 AND OSHA STANDARDS. 1. A FIELD SURVEY OF THE SITE WAS PERFORMED PENNONI ASSOCIATES IN OCTOBER OF D-2. ALL HOLES AND OPEN AREAS REMAINING AFTER DEMOLITION SHALL BE BACKFILLED TO MATCH EXISTING GRADE IN ACCORDANCE WITH NOTE G-23 HEREON AND APPLICABLE SPECIFICATIONS. 2. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE APPROXIMATE AND MAY OR MAY NOT BE COMPLETE. THE NATURE AND EXACT LOCATION OF EXISTING UTILITIES SHOULD BE VERIFIED PRIOR TO INITIATING ANY ACTIVITY THAT MAY AFFECT THEIR USE OR LOCATION. D-4. D-5. C-3. ALL WATER MAIN DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARDS SET FORTH NEW JERSEY AMERICAN WATER. C-4. A MINIMUM OF FOUR (4) FEET OF COVER SHALL BE MAINTAINED ON WATER MAINS UNLESS OTHERWISE NOTED. WATER PIPING LESS THAN OR EQUAL TO TWO(2) INCHES IN DIAMETER SHALL BE TYPE "K" SOFT TEMPER COPPER TUBING AND COMPRESSION FITTINGS. C-8. CONTRACTOR SHALL EXCAVATE ONLY ENOUGH TRENCH TO INSTALL NEW UTILITY AND BACKFILL THE END OF EACH WORK DAY. OPEN TRENCH SHALL NOT BE PERMITTED AT ANY TIME CONTRACTOR IS NOT ACTIVELY WORKING ON PORTION OF UTILITY REQUIRING OPEN EXCAVATION. C-9. WATER MAIN APPURTENANCES, SUCH AS BUT NOT LIMITED TO: FITTINGS AND VALVES SHALL BE BLOCKED WITH CONCRETE AS DETAILED HEREIN. C-10. BEFORE STARTING WORK, CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE TO THE CONSTRUCTION MANAGER, APPLICABLE UTILITY COMPANIES, INTERESTED PARTIES AND THE OWNER PRIOR TO CONSTRUCTION. SCHEDULE SHALL DETAIL ALL ITEMS ASSOCIATED WITH CARRYING OUT CONTRACT, ON A DAILY BASIS. CONSTRUCTION SHALL BE SEQUENCED SUCH THAT NOT MORE THAN ONE HYDRANT IS OUT OF SERVICE AT ANY GIVEN TIME. CONTRACTOR SHALL COORDINATE DIRECTLY WITH FIRE MARSHALL WITH REGARD TO HYDRANT SERVICE INTERRUPTIONS NOT LESS THAN 3 DAYS PRIOR TO INTERRUPTION. CONTRACTOR SHALL COORDINATE DIRECTLY WITH INDIVIDUAL HOMEOWNERS WITH REGARD TO SERVICE INTERRUPTIONS. CONTRACTOR SHALL CLEARLY DOCUMENT INTERRUPTION IN SERVICE TO HOMEOWNER NOT LESS THAN 5 DAYS PRIOR TO INTERRUPTION; SAID NOTIFICATION SHALL INCLUDE WRITTEN INSTRUCTION TO HOMEOWNER WITH REGARD TO RESTORING SERVICE, FLUSHING TAPS, ETC. C-11. EXISTING MAINS TO BE ABANDONED IN PLACE SHALL BE CAPPED AND FILLED WITH AN APPROVED CLSM. C-12. CONTRACTOR SHALL CONSTRUCT NEW 2-INCH WATER SERVICE LATERAL FROM THE EXISTING MAIN TO THE NEW FACILITY AS SHOWN ON THE PLANS. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT VITO SQUADRITO FROM NEW JERSEY AMERICAN WATER AT (856) TO COORDINATE THE CONSTRUCTION OF THE NEW CORPORATION STOP AT THE EXISTING MAIN, THE NEW CURB STOP, THE NEW METER PIT AND THE NEW DOMESTIC WATER METER. ALL EXISTING CATCH BASINS AND MANHOLES SHALL BE FIELD LOCATED PRIOR TO WORK AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PERTAINING TO LOCATIONS SHOWN ON THE CONTRACT DRAWINGS. FIELD VERIFY GRADE CONDITION AND ELEVATIONS AFTER DEBRIS AND SOILS HAVE BEEN REMOVED. D-7. ALL UTILITIES SHALL BE REMOVED TO A MINIMUM OF FOUR (4) FT BELOW EXISTING GROUND SURFACE. DEMOLISH FIRE HYDRANT THRUST BLOCKS IF ENCOUNTERED. D-8. ELECTRICAL UTILITIES SHALL BE DISCONNECTED PRIOR TO BEGINNING ANY DEMOLITION WORK. DEMOLITION SHALL INCLUDE THE REMOVAL OF BURIED AND EXPOSED CONDUIT IN THE AREA DESIGNATED FOR DEMOLITION, SEALING ENDS OF ALL BURIED CONDUIT ABANDONED IN PLACE AND REMOVING ALL POWER AND CONTROL WIRING BETWEEN THE DEMOLISHED FACILITY AND THE TERMINAL JUNCTION BOX, CIRCUIT BREAKER, OR METER CONTROL CENTER SUPPLYING POWER TO THE FACILITY. C-6. PIPE BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK. D THE PORTION OF SITE LOCATED IN MANTUA TOWNSHIP IS CURRENTLY ZONED FLX/PC, FLEX SPACE W/ PLANNED COMMERCIAL OVERLAY, ACCORDING TO THE CURRENTLY AMENDED TOWNSHIP OF MANTUA ONLINE ZONING MAP. THE PORTION OF SITE LOCATED IN HARRISON TOWNSHIP IS CURRENTLY ZONED INS, INSTITUTIONAL, ACCORDING TO THE CURRENTLY AMENDED TOWNSHIP OF HARRISON ONLINE ZONING MAP. THE REMOVAL OF EXISTING BOLLARDS, GUIDE RAIL POSTS & FOOTINGS SHALL INCLUDE THE PIPE/ POST AND CONCRETE FOOTING IN ITS ENTIRETY. D-6. C-5. ALL WATER MAINS SHALL BE CONSTRUCTED A MINIMUM OF 15 FEET FROM THE FOUNDATION OF A BUILDING UNLESS OTHERWISE NOTED. C-7. BACKFILL IN THE TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED THE ENGINEER. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHERE A PIPE BEING REMOVED IS CONNECTED TO AN EXISTING STRUCTURE, EITHER REMOVE THE PIPE AND FILL THE WALL OPENING WITH CONCRETE, OR CUT THE PIPE WITHOUT PERCUSSION NOT MORE THAN 6" FROM THE OUTSIDE FACE OF THE STRUCTURE AND FILL THE REMAINING LENGTH OF PIPE WITH CONCRETE. 4. EXISTING UTILITIES: A. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM SURFACE OBSERVATION OF THE SITE AT THE TIME OF THE SURVEY. B. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED. OF C. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF WORK. 5. VERTICAL DATUM BASED NORTH AMERICAN VERTICAL DATUM 88 (NAVD 88) GPS OBSERVATION. 6. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE GRAPHICAL PLOTTING ONLY BASED ON TAX MAPS OF RECORD. PROPERTY AND RIGHT-OF-WAY LINES ARE FOR REFERENCE PURPOSES ONLY. ALL MATERIAL BROUGHT ON SITE SHALL BE CLEAN FILL, SAMPLED, AND ANALYZED WITH STANDARD NJDEP QUALITY ASSURANCE STANDARDS AND PRACTICES AT A MINIMUM, AS SPECIFIED IN N.J.A.C. 7:26E, TO FULLY CHARACTERIZE THE CONTAMINANTS IN THE LATEST SOIL CLEANUP CRITERIA (SCC). THE CONTRACTOR SHALL SUBMIT TO THE OWNER WRITTEN DOCUMENTATION FROM A LABORATORY CERTIFIED IN NEW JERSEY ENVIRONMENTAL LABORATORY CERTIFICATION PROGRAM (ELCP) AND IN ACCORDANCE WITH N.J.A.C. 7:18 PRIOR TO PLACEMENT OF THE MATERIAL ON SITE. THE MATERIAL MUST NOT CONTAIN CONTAMINANTS ABOVE THE MOST RESTRICTIVE DIRECT CONTACT OR IMPACT TO GROUNDWATER (IGW) SCC. PHONE: (856) GAS: SOUTH JERSEY GAS 142 S. MAIN STREET GLASSBORO, NJ ATTN: JOHN PIRRI WATER : NJAW 204 CARRIAGE LANE DELRAN, NJ ATTN: PHONE: (856) X.6336 PHONE: (856) TELEPHONE: VERIZON COMMUNICATIONS 10 TANSBORO ROAD BERLIN, NJ ATTN: SEBASTIAN ALADIPO PHONE: TELEPHONE: AT & T (BURIED FIBER OPTIC CABLE) 50 PATRICIA DRIVE FLANDERS, NJ ATTN: LOU MARELLO PHONE: (973) CABLE TV: COMCAST CABLE COMPANY (CONSTRUCTION DEPT.) 250 HADDONFIELD-BERLIN ROAD CHERRY HILL, NJ ATTN: ALEX PEIDL PHONE: (856) REGIONAL SEWER: GLOUCESTER COUNTY UTILITY AUTHORITY 2 PARADISE ROAD WEST DEPTFORD, NJ ATTN: TED BAMFORD/TOM SHOULDER PHONE: (856) STATE R.O.W.: NJ STATE DEPARTMENT OF TRANSPORTATION PLANNING DIVISION P.O. BOX 600 TRENTON, NJ ATTN: PHONE: D-10. CONTRACTOR SHALL NOTIFY OWNER AND THE ENGINEER 72 HRS. PRIOR TO INITIATING UTILITY ABANDONMENT. D-11. ALL ACTIVE CONSTRUCTION SITES AND LOCATIONS SHALL BE PROVIDED WITH NON-COMBUSTIBLE REFUSE CONTAINER(S) IN SUCH NUMBERS AS SHALL BE NECESSARY TO CONTAIN ALL COMBUSTIBLE REFUSE GENERATED THE CONSTRUCTION ACTIVITIES. CONTROLLED INSPECTIONS: D-12. ALL COMBUSTIBLE REFUSE, RUBBISH AND DEBRIS SHALL BE COLLECTED UP AND DEPOSITED IN THE CONTAINER(S) ON A DAILY BASIS. REFUSE CONTAINER(S) SHALL BE LOCATED A MINIMUM OF 20 FEET AWAY FROM ANY BUILDING, STRUCTURE, LOT LINE OR COMBUSTIBLE MATERIAL STORAGE LOCATION. D-13. WHILE CONSTRUCTION ACTIVITIES ARE IN PROGRESS, AT LEAST FOUR(4) PORTABLE FIRE EXTINGUISHERS HAVING A RATING OF AT LEAST 10-A, 60-BC SHALL BE PROVIDED, AND SHALL BE MAINTAINED IN A LOCATION APPROVED THE FIRE OFFICIAL. PERSONNEL NORMALLY ON THE CONSTRUCTION SITE SHALL BE INSTRUCTED IN THE USE OF THE FIRE EXTINGUISHERS PROVIDED. UTILITY NOTE D-14. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING EXISTING IRRIGATION SYSTEM IF ENCOUNTERED. ANY DAMAGE CAUSED TO SAID SYSTEM SHALL BE REPAIRED THE CONTRACTOR AT THEIR SOLE EXPENSE TO THE SATISFACTION OF THE OWNER AND ENGINEER. D-15. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE DISCONNECTION AND/OR REMOVAL OF ANY SERVICE UTILITIES ATTACHED/CONNECTED/RECIEVING/SUPPLYING, ETC. TO ANY BUILDING AND/OR STRUCTURE NOTED HEREIN TO BE DEMOLISHED. CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS OR APPROVALS ASSOCIATED WITH SAME. D-3. ELECTRIC: ATLANTIC CITY ELECTRIC 428 ELLIS STREET GLASSBORO, NJ ATTN: GUENTER SCHMIDT C-2. SEWERS AND WATER MAINS GENERALLY SHALL BE SEPARATED, A DISTANCE OF AT LEAST 10FT HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN: OR SUCH OTHER SEPARATION AS APPROVED N.J.A.W. SHALL BE MADE. IN GENERAL, THE VERTICAL SEPARATION AT A CROSSING OF SEWER AND WATER LINE SHALL SHALL BE AT LEAST 18 INCHES. WHERE THIS IS NOT POSSIBLE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS, OR HOT POURED LEAD JOINTS FOR A DISTANCE OF AT LEAST 10FT ON EITHER SIDE OF THE CROSSING OR OTHER SUITABLE PROTECTION SHALL BE PROVIDED. PUBLIC UTILITIES ALL DIMENSIONS MUST BE VERIFIED ALL WATER MAINS GREATER THAN 2-INCHES IN DIAMETER SHALL BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO A.N.S.I. A (AWWA C151) CLASS 52, PUSH-ON JOINTS WILL BE PERMITTED ON RUNS. FITTINGS SHALL BE MECHANICAL JOINT BLOCKED WITH CONCRETE. ANY WATER MAIN CONSTRUCTED WITHIN 15 FEET OF A BUILDING SHALL UTILIZE MEGA-LUG JOINTS. CIVIL NOTES: HIGH-VOLTAGE PROXIMITY ACT D-16. PRIOR TO REMOVAL OF EXISTING FULL-DEPTH ASPHALTIC AND/OR CONCRETE PAVEMENT, CONTRACTOR SHALL SAWCUT TO FULL DEPTH TO PROVIDE A CLEAN STRAIGHT EDGE. CONCRETE SIDEWALK AND/OR CURB SHALL BE REMOVED TO THE NEAREST CONTROL JOINT. LEGEND EXISTING LEGEND PROPOSED EXISTING LEGEND PROPOSED EXISTING PROPOSED ELECTRICAL HANDHOLE SEPTIC TANK ELECTRICAL METER PROPERTY LINE UTILITY POLE ELECTRICAL MANHOLE SETBACK LINE ELECTRICAL PANEL BOX BUSH RIGHT-OF-WAY LINE ROADWAY CENTERLINE ELECTRICAL PEDESTAL FENCE ELECTRICAL STUB OUT CONIFEROUS TREE ELECTRICAL STUB OUT DECIDUOUS TREE SIDEWALK MONITORING WELL CONCRETE STUMP SPOT ELEVATION IRRIGATION HEAD FIRE HYDRANT LIGHT BOLLARD WATER MANHOLE SIGN SIGN POST AND BOARD WATER POST INDICATOR VALVE CONTOUR SOILS LINE CURB WEST CAMPUS ADJACENT PROPERTY LINE FULL DEPTH PAVEMENT SIAMESE CONNECTION WATER LINE DOMESTIC WATER STUB OUT SANITARY SEWER WATER VALVE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC WATER METER OVERHEAD TELEPHONE 1. UNDERGROUND TELEPHONE NO. STORM SEWER ISSUED FOR BID STORM SEWER ROOF DRAIN REVISIONS AND SUBMISSIONS WATER LINE FIRE CABLE TV MANHOLE DATE CABLE TV JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS HANDHOLE TELEPHONE HANDHOLE UNIDENTIFIED MANHOLE GENERAL NOTES AND LEGEND FIBER HANDHOLE TELEPHONE JUNCTION BOX UNIDENTIFIED PANEL BOX FIBER JUNCTION BOX FIBER MANHOLE TELEPHONE MANHOLE GAS METER UNIDENTIFIED PEDESTAL GAS MANHOLE TELEPHONE PANEL BOX AS NOTED UNIDENTIFIED VALVE GAS STUB OUT TELEPHONE PEDESTAL GAS VALVE EMERGENCY CALL STATION CS0002

3 BUILDING CODE SUMMARY Project Name Rowan CREATEs CODE REQUIREMENTS APPLICABLE CODES OCCUPANT LOAD (IBC Table ) HEIGHT MODIFICATIONS BUILDING DATA AREA MODIFICATIONS CONSTRUCTION CLASSIFCATION LIFE SAFETY SYSTEM BUILDING GROSS AREA (Foot Print) Required Hourly A0 WEST CAMPUS CODE SUMMARY X 03/02/ ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED PROFESSIONAL NEW JERSEY LICENSE NO. X

4 A-1 WEST CAMPUS FLOOR PLAN AS NOTED JMcQ 03/02/ ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED PROFESSIONAL NEW JERSEY LICENSE NO. X

5 ELEVATIONS A-2 WEST CAMPUS AS NOTED JMcQ 03/02/ ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED PROFESSIONAL ARCHITECT

6 BUILDING SECTIONS & DETAILS A-3 WEST CAMPUS AS NOTED JMcQ 03/02/ ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED PROFESSIONAL ARCHITECT

7 WALL SECTIONS A-4 WEST CAMPUS AS NOTED JMcQ 03/02/ ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED PROFESSIONAL ARCHITECT

8 0 50' 100' CS0201 WEST CAMPUS EXISTING CONDITIONS PLAN 1" = 50' 1. ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED

9 0 30' 60' CS0501 WEST CAMPUS DEMOLITION PLAN 1" = 30' 1. ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED

10 ALL DIMENSIONS MUST BE VERIFIED MATCHLINE A-A BELOW MATCHLINE A-A ABOVE 1 LIGHT FIXTURE DETAIL (BASIS OF DESIGN) NOT TO SCALE WEST CAMPUS 8#6 VERTICAL HOOK ONE END PVC ADAPTER SET FOUNDATION 6" ABOVE GRADE IN LANDSCAPE/LAWN AREAS AND FLUSH IN PAVED SIDEWALK/PLAZA AREAS DATE 4'-0" FOR10'-15' POLES 5'-0" FOR 16' TO 25' POLES 6'-0" FOR 26' TO 30' POLES ANCHOR BOLTS 24" MIN. 1. 1" CHAMFER ALL EXPOSED EDGES NOT TO SCALE REVISIONS AND SUBMISSIONS 24" ROUND, 4000 PSI CONCRETE FOUNDATION; CONSULT WITH POLE MANUFACTURER FOR BOLT PATTERN FLOOD LIGHT FIXTURE DETAIL (BASIS OF DESIGN) NO. TROWEL FINISH ALL EXPOSED SURFACES 2 ISSUED FOR BID SEE LIGHT SCHEDULE FOR POLE TYPE AND COLOR SEE LIGHT SCHEDULE FOR POLE HEIGHT SINGLE OR DOUBLE LIGHT FIXTURES SITE PLAN PVC - SCHEDULE 40 RIGID STEEL CONDUIT #2/0 COPPER CADWELD #3 TIES 12" O.C. 3/4"x10' LONG COPPER GRD. ROD BOND TO ANCHOR BOLT, BALLAST AND GRD. WIRE AT EACH POLE. 1" = 30' 0 30' 60' 3 LIGHT FIXTURE POLE AND FOUNDATION DETAIL NOT TO SCALE CS1001

11 0 30' 60' CS1501 WEST CAMPUS GRADING AND DRAINAGE PLAN 1" = 30' 1. ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED

12 MATCHLINE SEE DWG CS ' 60' CS1701 WEST CAMPUS UTILITY PLAN 1" = 30' 1. ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED

13 MATCHLINE SEE DWG CS ' 60' CS1702 WEST CAMPUS UTILITY PLAN 1" = 30' 1. ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED

14 0 30' 60' CS4001 WEST CAMPUS STORM SEWER PROFILES 1" = 30' 1. ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED

15 0 30' 60' CS4501 WEST CAMPUS UTILITY PROFILES 1" = 30' 1. ISSUED FOR BID ALL DIMENSIONS MUST BE VERIFIED