FINAL ENGINEERING PLANS FOR
2245 SEQUOIA DRIVE AURORA, ILLINOIS
INDEX OF DRAWINGS
PROJECT TEAM 0.0 1.0 1.1 2.0 3.0 3.1 4.0 4.1 4.2 4.3 4.4 5.0 6.0 6.1
OWNER/DEVELOPER Zeller Realty Group 401 North Michigan Avenue Chicago, Illinois 60611 312 640 7600 Contact: JOHN LAMB
PROJECT LOCATION
V3 Companies 7325 Janes Avenue Woodridge, Illinois 60517 630 724 9200 Project Manager: Dwayne L. Gillian, P.E. Project Engineer: Matthew T. Brolley, P.E.
PROJECT LOCATION
SOURCE:
1
02-23-15 REVISED PER CITY REVIEW STATION DESIGNATION: CITY OF AURORA, CONTROL MONUMENT NO.1 S. ESTABLISHED BY:WILLIAM E. HANNA SURVEYORS DATE: 4/1/2002 ELEVATION: 691.48 (PUBLISHED AND HELD) DATUM: NAVD88 DESCRIPTION: BRASS DISK SET IN THE MEDIAN OF ORCHARD ROAD NORTH OF SULLIVAN ROAD, LOCATED 6.3' W. OF BACK OF CURB, 9.0' E. OF BACK OF CURB, 11.0' N. OF B-HIVE. STATION DESIGNATION: CITY OF AURORA, CONTROL MONUMENT NO. 9 W. ESTABLISHED BY:WILLIAM E. HANNA SURVEYORS DATE: 4/1/2002 ELEVATION: 694.62 (PUBLISHED AND MEASURED) DATUM: NAVD88 DESCRIPTION: BRASS DISK SET IN THE PARKWAY ALONG THE NORTH SIDE OF INDIAN TRAIL EAST OF RANDALL ROAD, LOCATED 0.5' SOUTH OF ASPHALT BIKE PATH, 7.7' N. OF FIRE HYDRANT, 46.5' SE OF CHAIN LINK FENCE CORNER
TITLE SHEET GENERAL NOTES , LEGEND, AND ABBREVIATIONS SPECIFICATIONS EXISTING CONDITIONS AND DEMOLITION PLAN
1.
EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY AND HORIZONTAL CONTROL SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SURVEY PREPARED BY: V3 COMPANIES OF ILLINOIS LTD. 7325 JANES AVENUE WOODRIDGE, IL 60517
17. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON AS PERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURING AND UNDER CUTTING BY STORM WATER RUNOFF. 18. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL UNDERGROUND UTILITY CONSTRUCTION AND SUBMIT RECORD INFORMATION TO ENGINEER FOR USE IN PREPARING RECORD DRAWINGS . "
COPIES OF THE SURVEY ARE AVAILABLE FROM THE ENGINEER. SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TO FAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS. 2.
3.
4.
5.
6.
a.
ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES, STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH ARE NOT PRESENTLY KNOWN. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL AND STARTING WORK. ALL APPLICABLE PROVISIONS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN INCORPORATED BY REFERENCE. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC AGENCY PERMITS PRIOR TO STARTING WORK. THE CONTRACTOR, BY USING THESE PLANS FOR THEIR WORK, AGREE TO HOLD HARMLESS V3 COMPANIES OF ILLINOIS LTD., THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIES FROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS, DAMAGES, AND THE COST OF DEFENSE ARISING OUT OF CONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES AND AGENTS. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY MADE A PART HEREOF: "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS," AS PREPARED BY IDOT, LATEST EDITION.
b. SEWER MAIN CONSTRUCTION IN ILLINOIS AS PUBLISHED BY THE IEPA," LATEST EDITION. c.
ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS, AS PUBLISHED BY THE IEPA. LATEST EDITION. "
d. e.
THE LATEST EDITIONS OF THE SUBDIVISION CODE AND STANDARDS OF THE CITY OF AURORA. THE NATIONAL ELECTRIC CODE. IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARD TO SITEWORK ISSUES DESIGNED BY THE ENGINEER, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
7.
NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON SITE.
8.
THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE HIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES AND ADJACENT PROPERTY IN ACCORDANCE WITH LOCAL ORDINANCE AND IDOT REQUIREMENTS.
9.
BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING UTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE COORDINATED AND PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OF THE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES, UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN IN SERVICE ARE UNCOVERED OR ENCOUNTERED DURING THIS OPERATION, THEY SHALL BE SAFEGUARDED, PROTECTED FROM DAMAGE AND SUPPORTED IF NECESSARY.
10. ALL COORDINATES REFER TO BACK OF CURB, CENTERLINE OF MANHOLE, PIPE, OR STRUCTURE UNLESS OTHWERWISE SHOWN.
"
"
"
19. ALL BUTT JOINTS AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSTRUCTED BY MILLING AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE BITUMINOUS SURFACE COURSE. 20. ALL TREES SHALL BE PROTECTED PER IDOT SECTION 201.05. THE RIGHT-OF-WAY LINE AND LIMITS OF THE CONTRACTOR S OPERATIONS SHALL BE CLEARLY DEFINED THROUGHOUT THE CONSTRUCTION PERIOD. ALL TREES NOTED TO REMAIN SHALL BE PROTECTED FROM DAMAGE TO TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OF TREES UNLESS OTHERWISE INDICATED. '
21. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS AND MANHOLES ARE INCIDENTAL TO THEIR COST. 22. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATION OF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OF EACH DAY AND AS OFTEN AS NECESSARY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS OR AS REQUIRED BY OWNER, STATE AND CITY OFFICIALS. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AS SHOWN ON THESE DRAWINGS. 24. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND TO THE SATISFACTION OF THE UTILITY OWNER. 25. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTOR SHALL CONTACT THE JOINT UTILITY LOCATION INFORMATION FOR EXCAVATORS, "J.U.L.I.E." AT 1-800-892-0123. LOCAL GOVERNMENT AGENCIES SHOULD BE CONTACTED BY THE CONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITY LOCATIONS. PLEASE CALL FOR LOCATES 48 HOURS IN ADVANCE OF CONSTRUCTION. 26. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORM SEWER OR WATERWAY, IS INTERRUPTED DUE TO THE SEWER INSTALLATION, THE DRAINAGE ROUTE SHALL BE REESTABLISHED TO ORIGINAL CONDITIONS BY THE END OF THE SAME WORK DAY. DRAINAGE MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 27. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE UTILITY COMPANY AT THE CONTRACTOR S EXPENSE. '
28. THE GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC, GAS AND IRRIGATION SERVICES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FOR THESE UTILITIES AND SHALL COORDINATE AND PROVIDE CONDUIT CROSSINGS AS REQUIRED. THIS COORDINATION SHALL BE CONSIDERED INCIDENTAL TO GENERAL CONTRACTOR WITH OWNER. ANY CONFLICTS IN UTILITIES SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
36. ANY BRACING, SHEETING OR SPECIAL CONSTRUCTION METHODS DEEMED NECESSARY BY THE CONTRACTOR IN ORDER TO INSTALL THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PROJECT. ANY SOILS DATA NEEDED TO CONFIRM THE CONTRACTOR S OPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE AT THE CONTRACTOR S EXPENSE. THE CONTRACTOR SHALL OBTAIN THE OWNER S WRITTEN AUTHORIZATION TO ACCESS THE SITE TO CONDUCT A SOILS INVESTIGATION.
RIGHT-OF-WAY LINE
'
PROPERTY LINE (EXTERIOR)
'
LOT LINE (INTERIOR)
'
EASEMENT LINE FENCE LINE
37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTION ALONG OR ACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING, SHORING AND OTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTION BEGINS AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS OR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THE OWNER OF THE ROADWAY.
CENTERLINE PROPERTY CORNER 710
CURB & GUTTER DEPRESSED CURB & GUTTER REVERSE PITCHED CURB
38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS, TRAFFIC CONTROL DEVICES AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH ARTICLE 107.14 OF THE IDOT STANDARD SPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BE DONE IN ACCORDANCE WITH IDOT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 39. REMOVED FULL DEPTH PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. SHALL BE RECYCLED OR DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN OFF-SITE DUMP SITE AT HIS OWN EXPENSE.
706.0
SPOT ELEVATION
782.62 782.12
TOP OF CURB ELEVATION EDGE OF PAVEMENT ELEVATION UTILITY STUB SANITARY SEWER SANITARY FORCE MAIN STORM SEWER
"P
WATER MAIN GAS MAIN UNDERGROUND TELEPHONE & ELECTRIC DUCT BANK
40. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THIS CANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONAL CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE FOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEER UPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRS MUST MEET THE ILLINOIS URBAN MANUAL SPEC 945. THE COST OF THIS WORK SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.
BURIED CABLE-ELECTRIC BURIED CABLE-TELEPHONE UTILITY STRUCTURE WITH CLOSED LID CURB INLET DRAINAGE STRUCTURE WITH OPEN LID FIRE HYDRANT VALVE IN VALVE BOX GATE VALVE IN VALVE VAULT POST INDICATOR VALVE THRUST BLOCK
41. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS.
TREE TREE LINE CONCRETE HEADWALL SUBMERGED HEADWALL FLARED END SECTION (F.E.S.)
42. IT IS ANTICIPATED THAT AN ELECTRONIC FILE WILL BE USED FOR CONSTRUCTION LAYOUT. V3 WILL PROVIDE SAID FILE UPON AUTHORIZATION BY OWNER.
GUY WIRES FLOOD LIGHT UTILITY POLE
43. ALL CONTRACTORS SHALL PROVIDE PRIVATE LOCATOR TO DETERMINE LOCATIONS OF ANY AND ALL UTILITIES NOT LOCATED BY UTILITY COMPANIES AND/OR J.U.L.I.E.
LIGHT STANDARD TRAFFIC SIGNAL POLE HAND HOLE
29. AN INSPECTION OF THE SUBGRADE WILL BE MADE BY PERFORMING A PROOFROLL TEST IN THE PRESENCE OF THE MUNICIPAL ENGINEERING DEPARTMENT INSPECTOR. THE SUBGRADE MUST BE APPROVED PRIOR TO PLACING ANY TYPE OF CURB AND GUTTER, GEOTEXTILE STABILIZATION FABRIC OR BASE MATERIAL.
SOIL BORING IRRIGATION HEADS SIGN
MONITORING WELL TELEPHONE PEDESTAL TRANSFORMER PAD
31. ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TO BE STAGGERED.
11. ALL CURB RADII REFER TO BACK OF CURB. 12. THE CONTRACTOR SHALL NOTIFY THE MUNICIPALITY 48 HOURS PRIOR TO COMMENCING ANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRING INSPECTION.
33. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT OR PARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ON THE DAY PRECEDING A HOLIDAY OR A WEEKEND.
13. AREAS OUTSIDE THE R.O.W. LINE OR CONSTRUCTION LIMIT LINE IMPACTED BY OPERATIONS OF THE CONTRACTOR SHALL BE RETURNED TO THE STATE IT WAS FOUND PRIOR TO NEW CONSTRUCTION, EXCEPT WHERE NEW WORK IS SHOWN.
34. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVAL BEFORE COMMENCEMENT OF PAVEMENT REMOVAL.
"
UTILITY TO BE ABANDONED
MW
MONITORING WELL
N NIC NWL OC OL PC PCC
NORTH NOT IN CONTRACT / NOT INCLUDED NORMAL WATER LEVEL ON CENTER OPEN LID POINT OF CURVATURE PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE
PGL PI PL PP PRC PT PUE PVC
PROFILE GRADE LINE POINT OF INTERSECTION PROPERTY LINE POWER POLE POINT OF REVERSE CURVATURE POINT OF TANGENCY PUBLIC UTILITY EASEMENT
PVI PVT R RCP ROW S SAN
POINT OF VERTICAL CURVATURE OR POLYVINYL CHLORIDE PIPE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY RADIUS OR RIGHT REINFORCED CONCRETE PIPE RIGHT OF WAY SLOPE OR SOUTH SANITARY
FEATURE TO BE REMOVED
SF SFM SHT SHW SMH STA ST STMH T T/C T/P T/W TY TYP
SILTATION FENCE SANITARY FORCE MAIN SHEET SUBMERGED HEADWALL SANITARY MANHOLE STATION STORM STRUCTURE OR STORM SEWER STORM MANHOLE TANGENT LENGTH OR TELEPHONE TOP OF CURB TOP OF PIPE TOP OF WALL TYPE TYPICAL
UP VC VERT VCP
UTILITY POLE VERTICAL CURVE VERTICAL VITRIFIED CLAY PIPE
W WM
WEST WATER MAIN
"
STORMWATER FLOW DIRECTION STORMWATER OVERFLOW ROUTE DITCH CHECK
SF
SILT FENCE
-
14. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND IF DAMAGED, SHALL BE REPLACED PROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY OR IDOT STANDARD SPECIFICATIONS IN MATERIALS AND WORKMANSHIP.
ARC LENGTH BACK TO BACK OF CURB BACK OF CURB BUILDING BENCHMARK BOTTOM OF PIPE BUTTERFLY VALVE IN VALVE VAULT CURB AND GUTTER CATCH BASIN CENTERLINE CLOSED LID CLEAN OUT DUCTILE IRON PIPE DIAMETER DUCTILE IRON WATER MAIN DRAWING EAST OR ELECTRIC OR EDGE EXPANSION JOINT ELEVATION EDGE OF PAVEMENT EXISTING FRAME & CLOSED LID FRAME & GRATE FRAME & OPEN LID FLARED END SECTION FACE TO FACE OF CURB FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FLOW LINE GAS LINE GATE VALVE IN VALVE BOX GATE VALVE IN VALVE VAULT HANDICAP HIGH DENSITY POLYETHYLENE PIPE HEADWALL HORIZONTAL HIGH POINT HIGH WATER LEVEL INVERT ELEVATION INLET LINEAL FEET LOW POINT OR LIGHT POLE LEFT MATCH EXISTING MANHOLE
TELEPHONE MANHOLE
30. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH AND LOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES. AVOID RIDGES AND DEPRESSIONS.
32. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF APPROVED ENGINEERING PLANS WITH THE LATEST REVISION DATE ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION.
CONTOUR
A B-B B/C BLDG BM B/P BV/VV C&G CB CL CL CO DIP DIA DIWM DWG E EJ ELEV E/P EX. F & CL F&G F & OL FES F-F FF F/G FH F/L G GV/VB GV/VV HDCP HDPE HDW HOR HP HWL IE IN LF LP L ME MH
35. BAND SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TO JOIN PIPES OF DISSIMILIAR MATERIAL.
WATER MAIN PROTECTION TRENCH BACKFILL UTILITY CROSSING LABEL GUARDRAIL
15. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FOR ROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OF PROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) OR TOPSOIL AS INDICATED ON DRAWINGS.
RAILROAD TRACKS RETAINING WALL REVISION DELINEATION
16. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THE DETAILS OF THE PLANS FOR ALL UTILITY LINES (OR AS OTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACED AND COMPACTED PER THE MUNICIPALITY AND IDOT SPECIFICATIONS.
CLL
CONSTRUCTION LIMIT LINE TREE PROTECTION FENCE
1 02-23-15 REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
GENERAL NOTES LEGEND AND ABBREVIATIONS
WATERMAIN DISTRIBUTION SYSTEM:
IEPA NOTES:
1.
A) WATER MAIN:
2.
3.
ALL WATER LINES ARE TO BE PRESSURE TESTED AND CHLORINATED PER THE REQUIREMENTS OF THE MUNICIPALITY AND THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY.
1. HORIZONTAL SEPARATION: a. WATERMAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, STORM SEWER, SANITARY SEWER OR SEWER SERVICE CONNECTION.
WATER MAIN SHALL BE DUCTILE IRON PIPE, CLASS 52 CONFORMING TO ANSI A21.51 (AWWA C151) WITH CEMENT LINING CONFORMING TO ANSI A21.4 (AWWA C104) AND PUSH-ON JOINTS CONFORMING TO ANSI A21.11 (AWWA C111).
b. WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO A SEWER LINE WHEN SEWERS ARE CONSTRUCTED AS WATERMAIN QUALITY PIPE.
ALL WATERMAIN SHALL BE ENCASED IN POLYETHYLENE FILM IN ACCORDANCE WITH AWWA C-105-82.
4.
c. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETE PIPE, OR PVC PIPE MEETING THE REQUIREMENTS OF SECTION 653.111 WHEN IT IS IMPOSSIBLE TO MEET (A) OR (B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE TESTED TO THE MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACKFILLING.
FROM FINISHED GRADE TO TOP OF PIPE. MAXIMUM PIPE. 5.
THRUST BLOCKING SHALL BE INSTALLED ON WATER MAINS AT ALL BENDS, TEES, ELBOWS, ETC. COST OF SAME SHALL BE INCIDENTAL TO THE UNIT PRICE FOR PIPE INSTALLED.
6.
BRASS WEDGES SHALL BE INSTALLED PER SECTION 41-2.05C OF THE STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, DATED MAY 1996, AS AMENDED.
2. VERTICAL SEPARATION: a. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18 INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN TEN FEET HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT FROM THE SEWER OR DRAIN.
STORM SEWER: 1.
2.
UNLESS OTHERWISE INDICATED ON THE PLANS, STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE IN CONFORMANCE WITH IDOT STANDARD SPECIFICATIONS DETERMINATION FOR PIPE CLASS, AND CONFORMING TO ASTM C76. STORM SEWERS SHALL HAVE BITUMINOUS MASTIC JOINTS, UNLESS OTHERWISE INDICATED ON THE PLANS.
b. BOTH THE WATERMAIN AND SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETE PIPE, OR PVC PIPE MEETING REQUIREMENTS OF SECTION 653.111 WHEN:
STORM SEWER STRUCTURES SHALL BE PRECAST OF THE TYPE AND DIAMETER AS SPECIFIED IN THE PLANS WITH APPROPRIATE FRAME AND LIDS. LIDS SHALL BE IMPRINTED
1) IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE; OR 2) THE WATERMAIN PASSES UNDER A SEWER DRAIN.
EARTHWORK: 1.
c. A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATERMAIN.
EARTHWORK UNDER THIS CONTRACT WILL INCLUDE, BUT BE LIMITED TO THE FOLLOWING: A. REMOVAL OF EXISTING VEGETATION FROM THE SITE. B. PROTECTION OF CERTAIN TREES, AS DIRECTED BY THE OWNER.
d. CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN FEET.
C. STRIPPING OF ALL TOPSOIL AND OTHER UNSUITABLE MATERIALS AND STOCKPILING WHERE DIRECTED BY THE OWNER.
PAVING:
D. CLAY EXCAVATION, PLACEMENT AND COMPACTION, AS NECESSARY, TO OBTAIN DESIGN SUBGRADE ELEVATIONS FOR DRIVEWAY AND LAWN AREAS.
1.
E. IMPORTING OF SUITABLE FILL MATERIAL AS REQUIRED TO ACHIEVE DESIGN SUBGRADE ELEVATIONS. 2.
F. REMOVAL OF ALL EXCESS MATERIALS FROM THE SITE LEAVING SUFFICIENT TOPSOIL FOR LANDSCAPING, INCLUDING BERMS. 2.
3.
DESIGN SUBGRADE ELEVATIONS BY THE EARTHWORK CONTRACTOR. FINE GRADING FOR PAVEMENTS AND SIDEWALKS SHALL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR.
EMBANKMENTS FOR PAVEMENT AND DRIVEWAY AREAS SHALL BE COMPACTED TO A MINIMUM OF NINETY -FIVE PERCENT (95%) DENSITY, BASED ON ASTM D-1557-70. EMBANKMENTS IN LAWN AREAS SHALL BE COMPACTED TO A MINIMUM OF NINETY PERCENT DENSITY (90%) BASED ON ASTM D-1557-70. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE REQUIREMENTS OF ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL ORDINANCES. EROSION CONTROL SHALL CONFORM TO SOIL CONSERVATION SERVICE STANDARDS.
4.
NOTIFY OF CITY INSPECTOR, CMT (630-373-2831), AT LEAST 72 HOURS PRIOR TO CONSTRUCTION.
5.
NOTIFY OF KANE-DUPAGE SOIL & WATER CONSERVATION DISTRICT AT LEAST 72 HOURS PRIOR TO STARTING CONSTRUCTION. PHONE# 630-584-7961
EXCEPT AS OTHERWISE INDICATED ON THESE DRAWINGS, PAVEMENT, CURB & GUTTER AND SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF AURORA STANDARD SPECIFICATIONS.
1
02-23-15
3.
THE BASE COURSE SHALL BE PRIMED AT THE RATE OF 0.25 TO 0.50 GALLONS PER SQUARE YARD WITH A LIQUID ASPHALT CONFORMING TO IDOT STANDARD SPECIFICATION SECTION 406 AND APPROPRIATE FOR PREVAILING WEATHER CONDITIONS. PRIME COAT AND CLEANING THE EXISTING SURFACE SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT.
4.
PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLY COMPACTED SUBGRADE MEETING THE REQUIREMENTS OF SECTION 212 OF THE STANDARD SPECIFICATIONS. PRIOR TO PLACEMENT OF THE NEW PAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK (MINIMUM 20 TONS). PROOF ROLLING SHALL BE WITNESSED BY THE MATERIALS CONSULTANT.
REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
SPECIFICATIONS
DEMOLITION LEGEND EXISTING BITUMINOUS PAVEMENT / PATH TO BE REMOVED EXISTING CONCRETE TO BE REMOVED
EXISTING CURB BE REMOVED MISCELLANEOUS ITEM TO BE REMOVED
1
02-23-15
REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
EXISTING CONDITIONS AND DEMOLITION PLAN
FIP 3/4
FOUND 3/4" IRON PIPE 0.16' S. & 0.06 E. 10' UTILITY EASEMENT
FOUND 3/4" IRON PIPE 0.23' S & 1.67' W. FIR W/CAP
341.91'
FOUND 3/4" IRON PIPE 0.10' S. & 0.73' E.
50' PARKING SETBACK LINE
OVERALL SITE PLAN
2245 SEQUOIA DRIVE
V3_Boundary : 2 Area : 556729.66
4"
3"
FIP 3/4
8"
6" 8" 5"
7" 6" 6" 7" 8"
6" 6"
9" 8" 8" 8"
FIP 3/4
INTERSTATE 88 ASPHALT PATH
75' BUILDING SETBACK LINE
10' UTILITY EASEMENT 6" 11"
FIP 3/4
7" 6" 7"
10" 8"
12"
11"
"
276.11'
CORDED 12-24-87 PER DOC NO. 1885515 RE
WATER MEAN LEVEL=696.8
FOUND 3/4 IRON PIPE 0.07' S. & 0.02' W.
15' WATERMAIN EASEMENT
NT
24 N ' I G EGR RESS/ E S S EASE ME
LOT 5
20' SETBACK LINE
6" 12"
8"
6" 7"
6"
12"
228.64' 9"
4" FIP 3/4
8"
6"
10" 10"
"
29" FIP 3/4
22"
30.56'
6"
9"
8" 6"
24"
7"
11"
10' UTILITY EASEMENT
12"
7" 6" 10"
SIP 19"
11"
8" 10"
6"
10" 10"
12" "
12"
10"
10"
8" FIP 3/4 12" 8"
9"
8"
47.26 12" 16"
15" 13" 6"
12"
FIP 3/4 6"
FIP 3/4
FIP 3/4
FOUND 3/4" IRON PIPE 0.05 S. & ON LINE
3" 6" 6"
50' PARKING SETBACK LINE 75' BUILDING SETBACK LINE
WATERFALL FEATURE
LOT 2
RETENTION POND EASEMENT
WATER
2 1.738 ACS. MEAN LEVEL=690.6 S.W.C.E. OVER ALL OF LOT 2
FOUND 3/4" IRON PIPE 0.13' S &ON LINE
3" 5"
ASPHALT PATH
BUSHES
'
30' SETBACK LINE
FOUND 3/4" IRON PIPE 0.29' N & 0.05' W.
FOUND IRON ROD ON LINE & 0.03' E.
15' CITY EASEMENT 15' WATERMAIN EASEMENT
BLOCK STEPS & PATIO 3 STORY CONCRETE BUILDING FIN/FLR ELEV. 700.5+/-
LOCATION OF ATT/D LINE APPROXIMATE
24' INGRESS / EGRESS EASEMENT
7"
11" 6"
FOUND 3/4" IRON PIPE AT CORNER
6"
ASPHALT PATHEASEMENT 15' CITY
FOUND 3/4" IRON PIPE 0.15' S & ON LINE
27 5. 10
WATER
3 0.654 ACS.
8"
FIP 3/4
9" 8"
FIP 3/4
8"
T MEAN LEVEL =690.6 S.W.C.E. OVER ALLEASEM RETEN OF LOT TION 3 POND ENT
10"
EN
15' CITY EASEMENT
LOT 3
7"
2.00 S. ON LINE
FIP 3/4
M SE
FIP 3/4
EA
8 15' CITY EASEMENT
FCC
Y IT
10" 4" x 3 TRUNKS
2
APPROXIMATE LOCATION OF AT&T DISTRIBUTION LINES
6
15"
15' WATERMAIN EASEMENT
13 13 13
13 13 13 13 13
80' R.O.W.
FIR W/CAP
'C
FCC
15
10"
30' SETBACK LINE
LIMIT OF EXISTING PARKING LOT 4 4
16
10"
FOUND 3/4" IRON PIPE CONCRETE WALK 0.10 S. & 0.06 W.
13"
12"
35' 32.
29
12" 12"
FOUND 3/4" IRON PIPE 0.04' E. & 0.07' S.
419.23
9" 6"
120.09' 149.00' 9" 9"
FOUND 3/4" IRON PIPE 0.04' E & 0.03' S FOUND 3/4" IRON PIPE 0.09' SE & 0.02' SW FOUND 3/4" IRON PIPE 0.09' S & 0.02' W
SBM#2
10"
SEQUOIA DRIVE
REVISED PER CITY REVIEW 1 02-23-15
8"
104.57
FOUND 3/4 IRON PIPE 0.07' S & ON LINE
15' CITY EASEMENT
10' UTILITY EASEMENT
NOTES: 1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
CURB LEGEND
4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED.
9"
9"
FOUND 3/4" IRON PIPE 0.04' E & 0.03' S
B6.12 CONCRETE DEPRESSED CURB AND GUTTER
9"
8"
FOUND 3/4" IRON PIPE 0.09' SE & 0.02' SW
3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED.
FIP 3/4
REVERSED PITCH B6.12 CONCRETE CURB AND GUTTER
FOUND 3/4 IRON PIPE 0.07' S & ON LINE
8"
2. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED WHITE UNLESS OTHERWISE NOTED.
STANDARD PITCH B6.12 CONCRETE CURB AND GUTTER
149.00' FIP 3/4
5. RECYCLED ASPHALT AND CONCRETE SHALL MEET IDOT TYPE CA-6 GRADATION REQUIREMENTS AND BE USED FOR BASE COURSE.
FIP 3/4
8"
10"
12"
10"
7"
6"
8"
10"
7"
R10' (TYP.)
R3' (TYP.)
13
13
R3' (TYP.) 13
13
13
13
13
R3' (TYP.)
13
8'
30.56'
26'
19'
19'
24' EASEMENT19' 15' CITY
19'
19'
19'
24'
19'
19'
24'
18'
7'
8'
FIP 3/4
19'
8' 8'
228.64'
9"
4"
10"
19'
62'
8'
6"
62'
61'
6"
8'
9'
7"
R3' (TYP.)
15' CITY 8 EASEMENT
R3' (TYP.) 9'
7'
R10' (TYP.)
R10' (TYP.)
MATCH EXIST. CURB & GUTTER
R10' (TYP.)
R3'
R10'
R10' (TYP.)
R10' 7"
7"
7"
BITUMINOUS BIKE PATH
EXISTING BITUMINOUS PAVEMENT TO BE MILLED (1.5") AND RESURFACED (1.5")
15' WATERMAIN EASEMENT
REVISED PER CITY REVIEW
MILLED & RESURFACED PAVEMENT
T
1 02-23-15
4" P.C. CONCRETE PAVEMENT. 5" COMPACTED AGGREGATE BASE COURSE, TYPE B CA-6 COMPACTED SUBGRADE
24' IN G EGR RESS/ E S S EASE MEN
2" HOT MIX ASPHALT SURFACE COURSE, MIX "D"' N50 5" COMPACTED AGGREGATE BASE COURSE, TYPE B CA-6 COMPACTED SUBGRADE
8" 6"
5"
6"
9"
1.5" HOT MIX ASPHALT SURFACE COURSE, MIX "D"' N50 2.5" HOT MIX ASPHALT BINDER COURSE, IL 19, N50 8" COMPACTED AGGREGATE BASE COURSE, TYPE B CA-6 COMPACTED SUBGRADE
CONCRETE SIDEWALK
2245 SEQUOIA DRIVE
3"
6"6"
3 STORY CONCRETE BUILDING FIN/FLR ELEV. 700.5+/-
LAYOUT AND PAVING PLAN
3"
BLOCK STEPS & PATIO
FOUND 3/4 IRON PIPE 0.07' S. & 0.02' W.
LIGHT DUTY PAVEMENT
3"
8"
PAVING LEGEND
8"
MATCH EXISTING CURB AND GUTTER AND SIDE WALK
5"
6"
11"
8"
6"
6"
6"
8"
7"
8"
FIP 3/4
R38'
4"
FOUND 3/4" IRON PIPE AT CORNER
6"
PROPOSED HWL
9'
R3'
9'
R3'
9'
R3'
6"
11"
10"
WATERFALL FEATURE
8'
6"
12"
8"
10"
22"
6"
62'
8'
25'
9' TYP.
10' DEPRESSED CURB (TYP.)
19'
ACCESSIBLE PARKING SYMBOL AND SIGN. SEE DETAIL ON SHT. 6.0 (TYP.)
8'
9' TYP.
9' TYP.
9' TYP.
18'
8'
24'
12"
8"
18'
9' TYP.
12"
4 4 13"
6"
8"
5'
10"
'
6
FOUND 3/4" IRON PIPE 0.13' S &ON LINE
1 4.
R3'
R3'
15"
LOT 2
4'
35' 32.
2 1.738 ACS.
15' WATERMAIN EASEMENT
WATER
DETECTABLE WARNING STRIP (TYP.)
8'
24'
MEAN LEVEL=690.6 S.W.C.E. OVER ALL OF LOT 2
CONCRETE WHEEL STOP SEE DETAIL ON SHT. 6.0 (TYP.)
RETENTION POND EASEMENT
8'
8'
R3' (TYP.)
29"
9'
R10' (TYP.)
6"
R10' (TYP.)
18.5'
11"
8"
9"
24.5' B-F
41'
SIP
42.5' B-B
2
8'
FIP 3/4
R3'
9' TYP.
10"
' 27
24.5'
19"
R3'
16
ASPHALT PATH
5. 10
3 0.654 ACS.
WATER
FOUND 3/4" IRON PIPE 0.15' S & ON LINE
10"
9'
24"
9'
6"
18' F-B
"
12"
29
15' CITY EASEMENT
18'
3' DEPRESSED CURB
11"
10"
6"
12"
10"
10'
8"
13.4'
MATCH EXISTING BIKE PATH (TYP.)
10"
12" 12"
8"
FIP 3/4
6"
9"
47.26
16"
12"
FIP 3/4
ASPHALT PATH
12"
9"
12"
FOUND 3/4" IRON PIPE 0.04' E. & 0.07' S.
419.23
BUSHES
15"
6. ALL PIPE BOLLARDS TO UTILIZE TOPGARD PIPE BOLLARD CAPS (OR EQUAL).
NOTES: 1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED. 2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS. 3. PROVIDE 1.50% MAX (1.00% MIN) CROSS SLOPE AND 4.50% MAX LONGITUDINAL SLOPE ON ALL SIDEWALKS AND ASPHALT PATH. 0.09' S & 0.02' W
FIP 3/4
149.00'
12"
9"
10"
8"
7"
6"
29"
228.64'
FIP 3/4
30.56'
6" 6"
10" 12"
8"
LOT 2
RETENTION POND EASEMENT
2 1.738 ACS.
NWL = 690.84 PROPOSED HWL = 693.00 REQUIRED DETENTION FOR EXPANSION = 0.57 AC-FT ADDITIONAL DETENTION PROVIDED = 0.58 AC-TF 1' FREEBOARD PROVIDED
WATER
CONCRETE WASHOUT AREA. SEE DETAIL SHEET 4.4
MATCH EXISTING T/PAVEMENT ELEVATION
8"
7"
24"
15" FES IE 687.67
MATCH EXISTING T/PAVEMENT ELEVATION
12' DEPRESSED CURB ELEV. = 693.43
11"
10"
6"
6"
7"
7"
8"
8"
FOUND 3/4 IRON PIPE 0.07' S. & 0.02' W.
3 STORY CONCRETE BUILDING FIN/FLR ELEV. 700.5+/-
02-23-15 REVISED PER CITY REVIEW
GRADING PLAN
6"
5"
6"
9" 8"
8"
BLOCK STEPS & PATIO
2245 SEQUOIA DRIVE
5"
6"
11"
6"
6"
8"
6"
M ST M ST
7"
8"
7"
FIP 3/4
FOUND 3/4" IRON PIPE AT CORNER
FIP 3/4
11"
4" x 3 TRUNKS
1
9"
10"
6" 6"
19"
SIP
"
FIP 3/4
TOP OF BERM=694.00
MEAN LEVEL=690.6 S.W.C.E. OVER ALL OF LOT 2
10"
HWL ELEV. = 693.00
#1931 INLET RIM=694.32 I.E. 24" RCP N,S=688.54 I.E. 18" RCP E=690.42
35' 32.
FOUND 3/4" IRON PIPE 0.13' S &ON LINE
7"
ASPHALT PATH
'
27
FOUND 3/4" IRON PIPE 0.15' S & ON LINE
5.
10
3 0.654 ACS.
WATER
MEAN LEVEL=690.6 S.W.C.E. OVER ALL OF LOT 3
RETENTION POND EASEMENT
LOT 3
NWL = 690.84 PROPOSED HWL = 693.00 REQUIRED DETENTION FOR EXPANSION = 0.57 AC-FT ADDITIONAL DETENTION PROVIDED = 0.58 AC-TF 1' FREEBOARD PROVIDED
7"
8" 8"
6"
10"
12"
10"
TOP OF BERM=694.00 (TYP.)
12' DEPRESSED CURB ELEV. = 693.50 10"
13"
10"
12" 12"
8"
12"
12"
419.23
FIP 3/4
6"
12"
FOUND 3/4" IRON PIPE 0.04' E. &E0.07' S. DRAINAGE SWAL
FIP 3/4
16"
12"
FIP 3/4
COORDINATED PERIMETER LOT LINE GRADING WITH ADJACENT PROPERTY OWNER
9"
ASPHALT PATH
47.26
15"
8"
BUSHES
13"
LIMITS OF PROPOSED DETENTION POND GRADING
6"6"
NOTES: 8"
REGRADE TO PROVIDE POSITIVE DRAINAGE. SEED AND BLANKET
9"
149.00'
9"
47.26 FIP 3/4
8" 8"
11"
8"
TOP OF BERM=694.00 (TYP.)
10"
692
10"
6"
10"
10"
10"
12"
69 3
PR. T/BERM = 694.00 MIN. X
2'
EX. T/BERM X
7"
6"
12' DEPRESSED CURB ELEV. = 693.50
7"
24"
11"
6"
22"
29"
228.64' 6"
276.11'
"
DETENTION BERM SECTION A-A N.T.S. OVERLAND FLOOD ROUTE
A A
#2302 15" FES 689.87
WATERFALL FEATURE
#1729 WATER PUMP RIM=695.41 #1728 WATER PUMP RIM=695.56
#1681 FES I.E. = 690.44
6"
BERM CONSTRUCTED WITH COMPACTED CLAY 6" MINIMUM TOPSOIL SEED AND BLANKET.
RECORDED 12-24-87
50' PARKING SETBACK LINE
#1852 24" FES 688.38
75' BUILDING SETBACK LINE
#2347 8" FES 690.84 #2195 INLET RIM=693.99 I.E. 30" RCP W=689.80 I.E. 8" PIPE E=690.69
LOT 2
RETENTION POND EASEMENT
2 1.738 ACS.
WATER
MEAN LEVEL=690.6 S.W.C.E. OVER ALL OF LOT 2
#1931 INLET RIM=694.32 I.E. 24" RCP N,S=688.54 I.E. 18" RCP E=690.42
NWL = 690.84 PROPOSED HWL = 693.00 REQUIRED DETENTION FOR EXPANSION = 0.57 AC-FT ADDITIONAL DETENTION PROVIDED = 0.58 AC-TF 1' FREEBOARD PROVIDED
MATCH EXISTING T/PAVEMENT ELEVATION
8"
9"
TOP OF BERM=694.00
"
6"
#1390 SAN RIM=694.71 I.E. 6" VCP E=685.13 I.E. 8" VCP S=683.06 I.E. 6" VCP W=683.21
HWL ELEV. = 693.00
15" FES IE 687.67
MATCH EXISTING T/PAVEMENT ELEVATION
EMERGENCY OVERFLOW WEIR TOP OF WEIR=HWL=693.00 WEIR LENGTH=12'
24-87 12-85 515 RDED CONO . 18 5 REC 551DO 188R NO.PE CT R DO PEM EN NTSE EA EA YME ILITYIL ITSE 10' 10UT' UT
ASPHALT PATH
SIP
APPROXIMATE LOCATION OF COMED FACILITY
IE 690.10
10"
FOUND 3/4" IRON PIPE 0.05 S. & ON LINE
9"
ASPHALT PATH
BUSHES
419.23
3. PROVIDE 1.50% MAX (1.00% MIN) CROSS SLOPE AND 4.50% MAX LONGITUDINAL SLOPE ON ALL SIDEWALKS AND ASPHALT PATHS TO COMPLY WITH THE ILLINOIS ACCESSIBILITY CODE.
#2363 30" RCP 690.10
FIP 3/4
120.09'
12"
FOUND 3/4" IRON PIPE 0.04' E. & 0.07' S. DRAINAGE SWALE
2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS.
8"
9"
9"
FIP 3/4
FIP 3/4
FOUND 3/4" IRON PIPE 0.04' E & 0.03' S
1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED.
FOUND 3/4 IRON PIPE 0.07' S & ON LINE
7"
8"
6"
9"
6"
3"
6"6"
3"
8"
5"
6"
6"
8"
FIP 3/4
7"
8"
6"
8"
8"
3"
WATER
MEAN LEVEL=696.8
3 STORY CONCRETE BUILDING FIN/FLR ELEV. 700.5+/-
#1833 STM RIM=699.90 UNABLE TO OPEN
02-23-15
FOUND 3/4 IRON PIPE 0.07' S. & 0.02' W.
4"
BLOCK STEPS & PATIO
1
M
11"
5"
M
6"
ST
7"
ST
FIP 3/4
7"
REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
NORTH POND GRADING PLAN
NOTES: 1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED. 2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS.
30' SETBACK LINE
3. PROVIDE 1.50% MAX (1.00% MIN) CROSS SLOPE AND 4.50% MAX LONGITUDINAL SLOPE ON ALL SIDEWALKS AND ASPHALT PATHS TO COMPLY WITH THE ILLINOIS ACCESSIBILITY CODE.
COORDINATED PERIMETER LOT LINE GRADING WITH ADJACENT PROPERTY OWNER
PR. T/BERM = 694.00 MIN.
FOUND 3/4" IRON PIPE 0.09' SE & 0.02' SW
SBM#2
FOUND 3/4" IRON PIPE 0.09' S & 0.02' W FCC
X
2'
10"
12"
X
419.23 12"
BERM CONSTRUCTED WITH COMPACTED CLAY @ 4" MINIMUM TOPSOIL SEED AND BLANKET.
DETENTION BERM SECTION A-A
12"
12"
A
8"
FIP 3/4
6"
12"
FIP 3/4
N.T.S.
19"
A
10"
FIP 3/4
#2133 20" FES 690.54 10"
35' 32.
12"
12' DEPRESSED CURB ELEV. = 693.43
8" 10"
8"
7" 7"
10"
11"
6"
6"
11"
4" x 3 TRUNKS
FIP 3/4
10"
12"
8" FCC
MATCH EXISTING T/PAVEMENT ELEVATION
#1248 INLET RIM=693.78 I.E. 8" PIPE N=690.69 I.E. 8" PIPE S=690.66
FOUND 3/4" IRON PIPE 0.13' S &ON LINE
13"
FOUND 3/4" IRON PIPE AT CORNER
02-23-15
A A
2.00 S. ON LINE
1
SIP
FIP 3/4
30.56'
NWL = 690.84 PROPOSED HWL = 693.00 REQUIRED DETENTION FOR EXPANSION = 0.57 AC-FT ADDITIONAL DETENTION PROVIDED = 0.58 AC-TF 1' FREEBOARD PROVIDED
OVERLAND FLOOD ROUTE
#1146 INLET RIM=692.91 I.E. 24" RCP N=689.31 I.E. 12" RCP S=689.81
'
27
#2155 8" FES 690.40
FOUND 3/4" IRON PIPE 0.15' S & ON LINE
5.
10
3 0.654 ACS.
WATER
MEAN LEVEL=690.6 S.W.C.E. OVER ALL OF LOT 3
RETENTION POND EASEMENT
LOT 3
CONCRETE WALK
80' R.O.W.
SEQUOIA DRIVE
10"
#1147 SAN RIM=693.69 I.E. 8" VCP N=682.24 I.E. 8" VCP SW=682.34
"
12"
FOUND 3/4" IRON PIPE 0.10 S. & 0.06 W.
FIP 3/4
EX. T/BERM
16"
8"
6"
104.57
15"
13"
6"
REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
SOUTH POND GRADING PLAN
NOTES: 8. ALL SEDIMENT AND EROSION CONTROL MEASURES IN AND AROUND THE PROPOSED IMPROVEMENTS ARE TO REMAIN IN PLACE AND TO BE MAINTAINED THROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THE PROPOSED IMPROVEMENTS ARE COMPLETED AND THE SITE ADEQUATELY STABILIZED.
1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE PRIOR TO COMMENCEMENT OF WORK.
2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TO COMMENCEMENT OF ANY EARTHWORK. CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWN AND INSTALL ADDITIONAL SILT FENCE WHEREVER NECESSARY THROUGHOUT CONSTRUCTION ACTIVITIES TO MINIMIZE SOIL EROSION.
9. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES AS INDICATED ON THIS SHEET IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY V3 COMPANIES. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THE PROVISIONS INDICATED IN THE SWPPP, INCLUDING EROSION CONTROL MEASURES AND INSPECTION FREQUENCY, AS REQUIRED BY THE IEPA NPDES PHASE II PERMIT PROGRAM REQUIREMENTS.
3. CONTRACTOR TO INSTALL INLET SEDIMENT TRAPS ON ALL OPEN LID STRUCTURES IN GREEN SPACE. 4. CONTRACTOR TO INSTALL INLET BASKET FILTERS ON ALL OPEN LID STRUCTURES IN PAVED AREAS.
10. CONCRETE WASHOUT SHOULD BE CONTAINED AT ALL TIMES. WASHOUT MATERIAL SHOULD NOT BE ALLOWED TO ENTER STORM SEWERS OR LEACH INTO THE SOIL UNDER ANY CIRCUMSTANCES. ANY WASTE SHOULD BE DISPOSED OF PROPERLY AND THE LOCATION OF THE WASHOUT SHOULD BE DESIGNATED WITH PROPER SIGNAGE.
5. EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S75 OR APPROVED EQUAL) SHALL BE PLACED ON ALL AREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND IN BOTTOM AND SIDE SLOPES OF ALL SWALES. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES AND IN CRITICAL AREAS (I.E. DETENTION BASIN PERIMETERS, BERMS, ETC.) IMMEDIATELY UPON FINAL GRADING.
LEGEND N.A. GREEN S75 EROSION CONTROL BLANKET OR EQUIVALENT SEE DETAIL ON DWG. 4.3
11. SILT FENCE SHOULD NOT BE PLACED ACROSS AREAS OF CONCENTRATED FLOW
6. PRIORITY SHALL BE GIVEN TO THE COMPLETION AND STABILIZATION OF THE DETENTION AREAS. WORK IN THESE AREAS SHALL NOT BE PROLONGED IN ATTEMPT THAT ALL FINAL GRADING AND STABILIZATION CAN TAKE PLACE AT ONE TIME.
12. THE PRIMARY PURPOSE OF ALL SOIL EROSION AND SEDIMENT CONTROL BMP'S (BEST MANAGEMENT PRACTICES) IS TO PREVENT SEDIMENT FROM LEAVING THE SITE. ALL STORMWATER OUTFALLS WITH A DIRECT CONNECTION TO THE SITE SHOULD BE MONITORED CLOSELY FOR DISCHARGE OF ANY SEDIMENT. SITE PERIMETERS SHOULD ALSO BE MONITORED CLOSELY FOR ANY POTENTIAL SEDIMENT RELEASE OFF-SITE. KDSWCD MAY REQUEST THAT ADDITIONAL BMP'S BE INSTALLED IN THE EVENT OF OFF-SITE SEDIMENT DISCHARGE OR HIGH POTENTIAL FOR DISCHARGE.
9"
9"
228.64'
FIP 3/4
10"
10"
11" 8"
9"
11"
7"
"
22"
29"
"
6"
6"
276.11'
6"
24"
7"
6"
8"
10"
10"
8" 10"
30.56'
FIP 3/4
8"
47.26
6"
10"
FIP 3/4
10"
12"
6"
FOUND 3/4" IRON PIPE 0.10' S. & 0.73' E.
WATER
BLOCK STEPS & PATIO 3 STORY CONCRETE BUILDING FIN/FLR ELEV. 700.5+/-
FIP 3/4
3" 3"
6" 8"
7" 5"
8"
7" 6"
3"
6" 6"
8"
6"
5"
MEAN LEVEL=696.8
FOUND 3/4 IRON PIPE 0.07' S. & 0.02' W.
ASPHALT PATH
LOT 5
2245 SEQUOIA DRIVE
50' PARKING SETBACK LINE
02-23-15 REVISED PER CITY REVIEW
75' BUILDING SETBACK LINE
1
8" 9"
11"
6"
6"
6"
7"
8"
FIP 3/4
STABILIZED CONSTRUCTION ENTRANCE. SEE DETAIL SHEET 4.3
8"
7"
4"
11" FIP 3/4
11"
10" 8"
8"
7" 7"
CORDED 12-24-87
PER DOC NO. 1885515 RE
15' CITY EASEMENT
M ST M ST
FOUND 3/4" IRON PIPE AT CORNER
WATERFALL FEATURE
MATCH EXISTING T/PAVEMENT ELEVATION
6"
50' PARKING SETBACK LINE 75' BUILDING SETBACK LINE
CONCRETE WASHOUT AREA. SEE DETAIL SHEET 4.4
69 3
EMERGENCY OVERFLOW WEIR TOP OF WEIR=HWL=693.00 WEIR LENGTH=12'
LOT 2
MATCH EXISTING T/PAVEMENT ELEVATION
12' DEPRESSED CURB ELEV. = 693.43
RETENTION POND EASEMENT
NWL = 690.84 PROPOSED HWL = 693.00 REQUIRED DETENTION FOR EXPANSION = 0.57 AC-FT ADDITIONAL DETENTION PROVIDED = 0.58 AC-TF 1' FREEBOARD PROVIDED
2 1.738 ACS.
35'
TOP OF BERM=694.00
INTERSTATE 88
15" FES IE 687.67
15' CITY EASEMENT
32.
692
HWL ELEV. = 693.00
WATER
12"
TOP OF BERM=694.00 (TYP.)
MEAN LEVEL=690.6 S.W.C.E. OVER ALL OF LOT 2
10"
10"
SILT FENCE (TYP.) SEE DETAIL SHEET 4.3
FOUND 3/4" IRON PIPE 0.13' S &ON LINE
10"
SIP
12" 19"
'
27
8"
12"
12"
8"
12"
5.
13"
12' DEPRESSED CURB ELEV. = 693.50
IE 690.10
RIP-RAP (TYP) SEE DETAIL SHEET 4.4
10' UTILITY EASEMENT
10
3 0.654 ACS.
SILT FENCE (TYP.)
NWL = 690.84 PROPOSED HWL = 693.00 REQUIRED DETENTION FOR EXPANSION = 0.57 AC-FT ADDITIONAL DETENTION PROVIDED = 0.58 AC-TF 1' FREEBOARD PROVIDED
4" x 3 TRUNKS
FOUND 3/4" IRON PIPE DRAINAGE SWALE 0.04' E. & 0.07' S.
ASPHALT PATH 15' CITY EASEMENT
10"
WATER
MEAN LEVEL=690.6 S.W.C.E. OVER ALL OF LOT 3 RETENTION POND EASEMENT
LOT 3
FOUND 3/4" IRON PIPE 0.15' S & ON LINE
"
FIP 3/4
6"
12"
12"
6"
12"
12"
16"
15"
13"
6"
FIP 3/4
419.23
EROSION CONTROL BLANKET
APPROXIMATE LOCATION OF COMED FACILITY
8"
9"
ASPHALT PATH
104.57
120.09'
FOUND 3/4" IRON PIPE 0.05 S. & ON LINE
6"
149.00'
BUSHES
INLET FILTER BASKET TYPICAL FOR ALLSTRUCTURES WITH OPEN LID IN PAVEMENT SEE DETAIL SHEET 4.3
9"
FIP 3/4
10"
REGRADE TO PROVIDE POSITIVE DRAINAGE. SEED AND BLANKET
9"
8"
FOUND 3/4" IRON PIPE 0.04' E & 0.03' S
V3_Boundary : 2 Area : 556729.66
FOUND 3/4" IRON PIPE 0.09' S & 0.02' W
FIP 3/4
FOUND 3/4" IRON PIPE 0.09' SE & 0.02' SW
FOUND 3/4 IRON PIPE 0.07' S & ON LINE
FIP 3/4
13. CONTRACTOR TO PROVIDE FILTER BAGS FOR ALL DE-WATERING. 8"
30' SETBACK LINE
7. COMPLETED SLOPES SHALL BE SEEDED AND BLANKETED AS THE EXCAVATION PROCEEDS TO THE EXTENT CONSIDERED DESIRABLE AND PRACTICAL. PERMANENT SEEDING SHALL BE USED WHENEVER POSSIBLE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR PROLONG FINAL GRADING AND SHAPING SO THAT THE ENTIRE PROJECT CAN BE PERMANENTLY SEEDED AT ONE TIME.
EROSION CONTROL PLAN
EXISTING PAVEMENT
50' MINIMUM 8" MIN.
FILTER CLOTH " 30
36" EXISTING GROUND
50' MINIMUM
CONSTRUCTION ENTRANCE SPECIFICATIONS 10'
1. STONE SIZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. THICKNESS - NOT LESS THAN EIGHT (8) INCHES.
20' MIN.
6"
33"
10'
EXISTING PAVEMENT
10'
WASH RACK
DITCH TO CARRY WASH WATER TO SEDIMENT BASIN OR TRAP
6'-7" 6"
3. FILTER CLOTH - SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE 4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAYS MUST BE REMOVED IMMEDIATELY. 5. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
NOTES: 1. BASKET FILTERS ARE TO BE PROVIDED ON ALL STORM STRUCTURES THAT ACCEPT SURFACE FLOW. 2. THE INLET BASKET FILTERS ARE TO BE REMOVED BY THE CONTRACTOR WHEN THE SITE HAS BEEN STABILIZED.
DRAIN SPACE REINFORCED CONCRETE NOTE: WASH RACK MATERIAL MAY ALSO BE ALUMINUM OR OTHER METAL
WASH RACK DETAIL E11
STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK (TEMPORARY)
INLET BASKET FILTER
1
02-23-15
REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
EROSION CONTROL DETAILS
NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OF ALL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING UTILITY WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. ALL COORDINATES FOR PROPOSED STRUCTURES ALONG CURB LINE REFER TO BACK OF CURB. SEE MANHOLE LOCATION DETAIL IN CONSTRUCTION DETAILS. 3. UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STRUCTURES IN PAVEMENT SHALL BE NEENAH R-2502-D OR APPROVED EQUAL, AND FRAME AND CLOSED LID STRUCTURES IN PAVEMENT SHALL BE NEENAH R-1772-B OR APPROVED EQUAL. ALL FRAME AND GRATES SHALL ALSO CONFORM TO LOCAL MUNICIPALITY REQUIREMENTS. 4. LIGHT POLES SHOWN FOR COORDINATION PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE LIGHTING PLANS FOR SITE LIGHTING INFORMATION. 5. UNLESS INDICATED OTHERWISE STORM LINES SHALL BE 12" RCP. SSD LINES TO BE 6" HDPE. 6. ALL STORM MUST BE FLUSHED AND TELEVISED BEFORE FINAL PAVING.
1
02-23-15 REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
UTILITY PLAN
5'-0"
A
A VARIES
8"
2'-0"
1'-8"
8"
2'-0"
7'-0"
2.0% MAX. 1.0% MIN.
ELEVATION 5" P.C. CONCRETE (4000 P.S.I.)
4"
6"
4" AGGREGATE BASE (CA-6)
3.5"
2.5"
CONCRETE HOLE TO RECEIVE 1" x 2'-0" LONG STEEL PIN.
COMPACTED SUBGRADE (TYP)
REINFORCING (BY MANUFACTURER) 9.5"
SECTION A-A NOTES: 1. MAXIMUM LONGITUDINAL SLOPE = 5.0% MINIMUM LONGITUDINAL SLOPE = 0.5%
NOTES: 1. WHEEL STOPS TO BE CENTERED IN WIDTH OF PARKING STALLS.
2. SEE OTHER DETAILS FOR JOINT TYPES AND LOCATIONS.
2. STEEL PINS TO BE PROVIDED AS REQUIRED TO SECURE WHEEL STOPS.
CONCRETE SIDEWALK
CONCRETE WHEEL STOP
3'-5"
6.5"
1'-1"
4.5" 1"
1"
12" PAINTED YELLOW STRIPE @ 3'-0" CTRS
2.5"
1'-9"
4"
4"
4" YELLOW PAINTED EDGE LINE
4"
X
X
1.1/4"
SECTION A-A 12"
A
ACCESSIBLE PARKING SIGN (SEE DETAIL) $250 FINE SIGN (SEE DETAIL)
A
3'-0"
4'-0"
6" DIA. STEEL PIPE FILLED WITH CONC. GROUND SURFACE
3'-6"
11"
1'-9"
9"
18'-0"
4"
LENGTH AS SPECIFIED
4'-0"
DOUBLE COAT OF YELLOW PAINT
1.7/16"
MINIMUM 55 HOLES SPACED 1" O.C.
3.1/16"
18"
ACCESSIBLE PARKING SIGN (TYP.) WITH $250 FINE SIGN MOUNTED FOUR FEET (4') FROM FINISHED GRADE TO BOTTOM OF SIGN. SIGN TO BE PLACED A MAXIMUM OF 5' BEHIND BACK OF CURB, OR AT EDGE OF PAVEMENT AS ALTERNATE. MUTCD R7-8, 12" X 18" IL. STD. R7-1101, 12" X 6"
YELLOW SYMBOL CENTERED IN STALL
" 1'-2 1 " 2 2
8'-0"
8'-0"
POST MOUNTING 2' BACK OF CURB
NOTE: SYMBOL TO BE CENTERED IN PARKING STALL.
ACCESSIBLE PARKING STALL DETAIL
PAINTED ACCESSIBLE STALL SYMBOL
SIGN POST DETAIL
BUTT JOINT TRANSITION DETAIL
1 02-23-15
REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
CONSTRUCTION DETAILS
Qin = ciA = (0.82) * (0.316 in/hr) * (10.39 ac) = 4.10 cfs L = Q/3.2 = 1.3', USE 5' MIN.
1
02-23-15
REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
CONSTRUCTION DETAILS
LEGEND
SITE LIGHTING FIXTURE SCHEDULE PROPOSED LIGHT FIXTURE, POLE, AND FOUNDATION
SYMBOL
EXISTING LIGHT FIXTURE, POLE, AND FOUNDATION
PROPOSED
PROPOSED CABLE AND CONDUIT, 2-1/C #10 + 1-1/C #10 GROUND WIRE 600 VOLTS (XHHW) IN PROPOSED 1" DIA SCHEDULE 40 PVC CONDUIT
PROPOSED
QUANT
LLF
MOUNTING HEIGHT
CONFIG
2- 400 WATT MH KIM LIGHTING EKG FIXTURESTYPE III DISTRIBUTION. NATURAL ALUM. FINISH
2
0.7
32.5'
DOUBLE @ 180
1- 400 WATT MH KIM LIGHTING EKG FIXTURETYPE III DISTRIBUTION. NATURAL ALUM. FINISH
2
0.7
32.5'
SINGLE
2- 400 WATT MH KIM FIXTURES
-
0.7
32.5'
DOUBLE @ 180
1- 250 WATT MH KIM FIXTURE
-
0.7
22.5'
SINGLE
DESCRIPTION
EXISTING
EXISTING
NOTES 1. THE LIGHT POLE LOCATIONS ON THIS PLAN SHOW THE RECOMMENDED PLACEMENT. ADJUSTMENTS TO THESE LOCATIONS MAY BE REQUIRED TO ACCOMMODATE SITE CONDITIONS AND SHALL BE APPROVED BY THE OWNER AND ENGINEER. 2. LOCATION OF LIGHTING CONDUIT SHOWN ON THE PLAN IS DIAGRAMMATIC ONLY. ONLY CONDUIT PROVIDING POWER TO THE POLE OR REQUIRING WIRE SPLICING SHALL BE ROUTED INTO THE BASE OF THE POLE. ALL WIRE SPLICES SHALL BE MADE IN JUNCTION BOXES AND LIGHT POLE BASES ACCESSIBLE BY HANDHOLES. 3. SITE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL NECESSARY MATERIALS AND MAKING ALL FINAL CONNECTIONS OF THE PARKING LOT LIGHTING SYSTEM FOR A COMPLETE INSTALLATION. 4. ALL LIGHTING WORK SHALL CONFORM TO THE CITY OF AURORA STANDARDS AND SPECIFICATIONS, THE LATEST EDITION OF IDOT STANDARD SPECIFICATIONS BOOK, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. 5. PRIOR TO ANY EQUIPMENT ORDER, THE CONTRACTOR SHALL SUBMIT EQUIPMENT SPECIFICATIONS, CATALOG CUT SHEETS, AND DESIGN DATA FOR ALL MATERIAL PROPOSED FOR THE PROJECT TO THE ENGINEER AND OWNER FOR REVIEW & APPROVAL. 6. BEFORE EXCAVATING, CONTRACTOR SHALL CONTACT "JULIE" 800-892-0125 AND THE CITY OF AURORA AND THE OWNER FOR FIELD LOCATIONS OF BURIED UTILITIES. THE LOCATIONS OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, ARE APPROXIMATE AND ARE SHOWN AS NOTICE TO THE CONTRACTOR THAT UTILITIES EXIST. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE TRENCHING OR AUGERING. 7. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.E.C.) AND ANY APPLICABLE LOCAL CODES. 8. ALL EXCESS DIRT AND DEBRIS EXCAVATED FOR POLE FOUNDATIONS SHALL BE REMOVED BY THE CONTRACTOR. 9. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING STREETS, DRIVEWAYS, SIDEWALKS, AND PARKING LOTS AT ALL TIMES TO THE EXTENT POSSIBLE DURING THE CONSTRUCTION OPERATION. 10. THE COST OF THE CONDUIT SHALL INCLUDE ELBOWS, SWEEPS, CONNECTING HARDWARE, TRENCHING AND BACKFILL AS INDICATED IN THE PLANS. THE COST OF THE CONDUIT SHALL ALSO INCLUDE THE COST OF RESTORING CUT PAVEMENT, SIDEWALKS, SOD, ETC., TO ITS ORIGINAL CONDITION. SOD SHALL BE REPLACED IN LIKE KIND OF THE ADJACENT SURROUNDINGS. 11. THE CONDUCTOR SIZES SHOWN ON THE PLANS ARE BASED ON A 480/277 VOLT THREE PHASE SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SERVICE WITH THE OWNER. IF SERVICE IS DIFFERENT, THE CONTRACTOR SHALL PROVIDE ADEQUATE NUMBER AND SIZE CONDUCTORS AND CONDUITS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ESTABLISHMENT OF FINISHED GRADE AND ALL RESTORATION WORK OF ALL ITEMS DISTURBED BY LIGHTING INSTALLATION. 13. ALL CONDUIT UNDER EXISTING SIDEWALK TO BE DIRECTIONALLY BORED. 14. THE PARKING LOT LIGHTING SYSTEM WILL BE MAINTAINED BY OWNER UPON FINAL ACCEPTANCE.
BUILDING INTERIOR ELECTRICAL NOTES 1. CONTRACTOR TO RUN APPROXIMATELY 40' OF CABLE AND CONDUIT FROM CONDUIT ENTRY POINT (TO BUILDING) TO CONTACTOR LC1 IN BUILDING ELECTRICAL ROOM. CONTRACTOR TO CONNECT PROPOSED LIGHTING CIRCUIT TO SPARE POLE ON EXISTING PARKING LOT CONTACTOR LC1. CONTRACTOR TO INSTALL 277V SINGLE POLE 20 AMP BREAKER IN SITE LIGHTING PANEL SL1 LOCATED IN BUILDING ELECTRICAL ROOM TO POWER PROPOSED LIGHTING CIRCUIT. SEE SHEET E1.1 FOR EXISTING PARKING LOT ELECTRICAL PLANS. 2. THE COST OF THE CONDUIT SHALL INCLUDE ALL ITEMS NEEDED TO FURNISH THE INTERIOR CONDUIT INCLUDING ELBOWS, SWEEPS, CONNECTING HARDWARE, MOUNTING HARDWARE, AND WALL CORING. THE COST OF THE CONDUIT SHALL ALSO INCLUDE THE COST OF ANY RESTORATION WORK, INSULATING, FIRE PROOFING, AND WATER PROOFING INTERIOR WALLS AND EXTERIOR WALLS DISTURBED BY THE WORK. 3. ALL INTERIOR CONDUIT ROUTING, ENTRY POINT TO BUILDING, WALL CORE LOCATIONS, AND PANEL LOCATION SHALL BE COORDINATED AND APPROVED BY BUILDING ENGINEER AND OWNER PRIOR TO INSTALLATION.
2245 SEQUOIA DRIVE
ELECTRICAL PLAN
2245 SEQUOIA DRIVE
EXISTING PARKING LOT ELECTRICAL PLAN
HEAT-SHRINKABLE CAP WITH FACTORY APPLIED WATERPROOF SEALANT (SIZED TO ACCOMMODATE NUMBER OF CABLES).
TO LUMINAIRE
12" MAXIMUM WIDTH EXCEPT AS APPROVED BY ENGINEER
COMPRESSION TYPE COPPER SLEEVE (SIZED FOR CABLES AND MFR. SUGGESTED CRIMP TOOL USED)
GROUND LINE FINISHED LINE
GROUND LUG ON POLE
12" MAX.
WARNING TAPE (6" POLYETHYLENE)
30" MIN. DEPTH
30" MIN. DEPTH
#10 A.W.G. (600 V, RHW) COPPER NUMBER OF CONDUCTORS IN POLE PER PLAN.
4" TOPSOIL WITH SEEDING
SEE SHEET 3.0 FOR DETAILS
PAVEMENT SECTION DEPTH
TRIMMED CABLES
COMPACTED EARTH BACKFILL
SEALANT TAPE OR INSERT (AROUND AND THROUGH CROTCH OF SPLICE).
"BREAKAWAY" DOUBLE-POLE FUSE HOLDER FOR 2 - 5 AMP. FUSES
CONDUIT WITH CABLES (CONDUCTOR QUANTITY AND SIZE SHALL BE AS SHOWN ON PLAN)
LIGHTING CIRCUIT WIRE (TYP.) PER PLAN GROUND WIRE (TYP.) PER PLAN
PAVED AREAS
EXPOSED SEALANT NOTE THAT NUMBER OF CABLES IN SPLICE MAY VARY
ELECTRIC FEEDER CABLES SUCH AS UNIT DUCT (SIZE AS NOTED ON CONTRACT DRAWINGS).
COMPACTED BEDDING MATERIAL (CA-6)
NON-PAVED AREAS ELECTRIC CABLE TO LUMINAIRE (SIZE AS NOTED ELSEWHERE IN THESE PLANS).
LIGHT POLE WIRING DETAIL
ELECTRICAL CABLES SPLICE DETAIL
PARKING LOT LIGHTING CONDUIT TRENCH BACKFILL DETAIL
PARKING LOT LIGHT POLE FOUNDATION NOTES EKG KIM LIGHTING FIXTURE 400 WATT MH, NATURAL ALUMINUM FINISH (MATCH EXISTING)
HANDHOLE
1.
CONTRACTOR TO VERIFY ALL ELEVATIONS, DIMENSIONS, LOCATIONS AND PRODUCTS PRIOR TO STARTING CONSTRUCTION AND/OR ORDERING MATERIALS.
2.
CONCRETE TO BE CLASS A, MIN. STRENGTH TO BE f'c=3500 PSI, WITH AIR CONTENT 6.5% BY VOLUME.
3.
ALL REINFORCEMENT STEEL TO BE ASTM A615, GR-60.
4.
ALL FOOTINGS MUST BE POURED ON UNDISTURBED SOIL WITH A MINIMUM SAFE BEARING CAPACITY OF 2000 P.S.F. WITH NO ORGANICS. THE FOUNDATION SHALL NOT BE POURED ON FROZEN GROUND.
5.
FOUNDATION DETAIL IS BASED ON MEDIUM CLAY (Qu=1.0 TON/SQ FT.) SOIL CONDITIONS.
6.
THE CONTRACTOR SHALL HAVE THE EXISTING SOIL CONDITIONS FIELD VERIFIED BY A QUALIFIED TESTING AGENCY AND SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS IF EXISTING SOIL CONDITIONS ARE OUTSIDE THE PARAMETERS ASSUMED FOR THE TYPICAL FOUNDATION DESIGN.
7.
ANCHOR BOLT SIZE, TYPE AND LOCATION SHALL BE TO MANUFACTURER'S SPECIFICATIONS TO ENSURE EASY MOUNTING OF LIGHT POLE.
8.
FOUNDATION TO BE LOCATED 3'-0" O.C BEHIND BACK OF CURB WHEN LOCATED BEHIND CURB.
BOND GROUND CONDUCTOR TO LUGS INSIDE POLE
BASE PLATE BOLT COVER
3
4"
CHAMFER
NON-SHRINK, NON-METALLIC HIGH STRENGTH GROUT
2'-6"
32'-6"
FINISHED GRADE
3" CL.
ANCHOR BOLTS (4 REQUIRED) PER MANUFACTURER'S REQUIREMENTS
CONDUIT
11'- 0" MIN.
LIGHTING CONDUIT (SEE PLANS)
EXOTHERMIC WELD CONNECTION TO GROUND ROD
30" MIN
2'-6"
FINISHED GRADE
8'- 0"
30" MIN
#6 AWG GROUND CONDUCTOR
3"
12" MIN.
SQUARE STRAIGHT STEEL 30' LIGHT POLE WITH NATURAL ALUM. FINISH. (MATCH EXISTING)
8-#6 VERT. BARS EVENLY SPACED, #3 TIE RODS @ 12" POURED CONCRETE FOUNDATION 24" DIA.
24" DIA.
3'-0" 5
UNDISTURBED SOIL
8" x 10' COPPER CLAD STEEL GROUND ROD
PARKING LOT POLE AND FIXTURE DETAIL
1 02-23-15
PARKING LOT LIGHT POLE FOUNDATION DETAIL
REVISED PER CITY REVIEW
2245 SEQUOIA DRIVE
ELECTRICAL DETAILS
