26C6921023 Renovate Armory TC Drawings 1of4 TS C1 to C5.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 220000000489
- Issued by
- Grand Traverse County, Troy City, Michigan
About this file
This document is a construction plan for renovating the Traverse City Armory in Traverse City, Michigan for the Michigan Department of Military and Veterans Affairs. The project involves demolition and new construction on the armory building, including site work, grading, drainage, fencing, and landscaping. Key items include 6,007 SY of new gravel areas, 9,842 SY of new asphalt paving, 424 LF of new freestanding wall, and 478 LF of new chain-link fence. The contract requires compliance with soil erosion and sedimentation control measures. Bids are solicited on a lump sum basis, with no separate payments unless specifically indicated. The project manager and superintendent contact information is provided.
Pricing terms are not specified, but the contract indicates that all work must comply with the drawings and specifications, and any revisions due to field conditions must be reviewed and approved by the project manager prior to construction. There is no information provided on any set-asides, incumbents, funding requirements, or contract term/renewal options.
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TRAVERSE CITY, MICHIGAN
MICHIGAN DEPARTMENT OF
MDMVA PROJECT NO. 26C6921023
RENOVATE ARMORY
MILITARY AND VETERANS AFFAIRS
TS - TITLE SHEET/OVERALL LOCATION PLAN/SESC DETAILS
C1 - DEMOLITION AND SESC PLAN
C2 - NEW CONSTRUCTION PLAN
C3 - GRADING PLAN
C4 - DETAILS, FENCING
C5 - DETAILS, MISC
A001 - GENERAL PURPOSE STORAGE BUILDING
A010 - DEMO PLAN
A100 - FLOOR PLAN
A300 - DETAILS
A700 - ROOF DEMO PLAN
A701 - ROOF PLAN
A702 - ROOF DETAILS
A900 - REFLECTIVE CEILING AND FINISH PLAN
FP100- FIRE SUPPRESSION
M1 - MECHANICAL DEMO PLAN
M2 - MECHANICAL HVAC PLAN
M3 - MECHANICAL SCHEDULE & DETAILS
M4 - MECHANICAL ENERGY MANAGEMENT PLAN
P100 - PLUMBING PLAN
P300 - ROOF DRAINAGE PLAN
E010 - ELECTRICAL SITE PLAN
E100 - ELECTRICAL PLAN
E200 - ELECTRICAL BLDG ONE LINE, PANELS
TRAVERSE CITY ARMORY
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12" APPLE
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HARDWOODS
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15' FIELD ENTRY
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MIXED
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AutoCAD SHX Text S 89%%d27'10" E
AutoCAD SHX Text 1308.19'
AutoCAD SHX Text N 89%%d44'15" W
AutoCAD SHX Text 643.85'
AutoCAD SHX Text N 00%%d30'53" W
AutoCAD SHX Text 329.93'
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AutoCAD SHX Text 675.73'
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1/8 COR.
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C.P. SEC. 29
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EXIST. 12'
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ASPH. DR.
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1/8 COR.
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EXISTING CENTER ICE PARKING
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EXISTING CENTER ICE BUILDING
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EXISTING ORCHARD
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S. 1/4 COR. SEC. 29, T.27N., R.10W.,
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SIGN
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CP2 ELEV.= 802.690'
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CP3 ELEV.= 804.516'
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EX. LIGHT
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EX. MILITARY 5000 SYD 3140 SYD USABLE GRAVEL PARKING
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EXISTING BUILDING
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EXISTING BUILDING
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EX. ASPHALT
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GRASS
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CP7 ELEV.= 820.242'
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CP9 ELEV.= 812.715'
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CP8 ELEV.= 810.050'
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EX. STORM WATER RETENTION
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EX. MILITARY 3000 SYD 1044 SYD USABLE ASPHALT PARKING
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1. BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE SOLICITED ON A LUMP SUM BASIS. NO SEPARATE PAYMENT OR ADJUSTMENTS TO THE LUMP SUM BID WILL BE MADE UNLESS SPECIFICALLY INDICATED ON THE PLANS AND IN THE PROPOSAL OR WHEN ADDITIONAL WORK IS AUTHORIZED IN WRITING BY THE ENGINEER. 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DEVIATION FROM THIS PLAN. 3. THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. 4. THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON SITE AT ALL TIMES DURING WORK UNDER THIS CONTRACT. THIS REPRESENTATIVE SHALL HAVE ON SITE, HIS OWN COPY OF THE CONTRACT SPECIFICATIONS, DRAWINGS AND DMVA APPROVED SHOP DRAWINGS. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ANY DISCREPANCIES CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ANY DISCREPANCIES BROUGHT TO THE OWNER'S ATTENTION. 6. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO VERIFY PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO VERIFY CONDITION OF EXISTING CONSTRUCTION. DOCUMENT ANY EXISTING CONDITION THAT COULD BE MISCONSTRUED AS DAMAGED DURING NEW CONSTRUCTION. NOTIFY THE GOVERNMENT OF EXISTING CONDITIONS IN WRITING PRIOR TO THE COMMENCEMENT OF WORK. 7. DRAWINGS ARE NOT TO BE SCALED FOR ANY DIMENSIONS. DRAWINGS ARE NOT TO BE SCALED FOR ANY DIMENSIONS. 8. ALL WORK MUST COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, ANY ALL WORK MUST COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, ANY REVISIONS REQUIRED DUE TO FIELD CONDITIONS MUST BE REVIEWED AND APPROVED BY THE PROJECT MANAGER PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO FURNISH ALL SAFETY EQUIPMENT REQUIRED TO MEET CONTRACTOR TO FURNISH ALL SAFETY EQUIPMENT REQUIRED TO MEET OSHA SAFETY REQUIREMENTS AND BE RESPONSIBLE FOR USE BY THEIR EMPLOYEES. 10. CONTRACTOR SHALL CLEAN AREA OF WORK AT THE END OF EACH CONTRACTOR SHALL CLEAN AREA OF WORK AT THE END OF EACH WORKDAY. 11. CLEAR AND GRUB ENTIRE GRADING LIMITS AREA.CLEAR AND GRUB ENTIRE GRADING LIMITS AREA.
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GENERAL NOTES
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1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.). 2. THE CONTRACTOR SHALL REVIEW THE SESC MEASURES IN ORDER TO THE CONTRACTOR SHALL REVIEW THE SESC MEASURES IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION SESC IMPLEMENTATION PLAN”, WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION , WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE. 3. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES. 4. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS. 5. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. 6. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, 7. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS. 8. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. 9. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 10. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 11. CONTRACTOR AND ENGINEER SHALL DISCUSS APPROPRIATE CONSTRUCTION CONTRACTOR AND ENGINEER SHALL DISCUSS APPROPRIATE CONSTRUCTION ACCESS ROUTES DURING PRE-CONSTRUCTION MEETING. CONTRACTOR & ENGINEER SHALL MARK UP CONSTRUCTION PLAN AND AGREE TO CONSTRUCTION ACCESS ROUTES FOR ALL MATERIALS AND EQUIPMENT. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO ANY DEVIATION FROM ROUTES.
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SESC NOTES
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TRAVERSE CITY, MI
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TRAVERSE CITY ARMORY
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VICINITY MAP
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CONTACT INFORMATION
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SHEET INDEX
AutoCAD SHX Text PROJECT MANAGER KURT MAIBERGER (517) 481-7551 KURT.M.MAIBERGER.NFG@ARMY.MIL BUILDING CONSTRUCTION PROJECT SUPERINTENDENT MELISSA MEAD (989) 344-6386 MELISSA.J.MEAD.NFG@ARMY.MIL
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VICINITY MAP
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1402 CARLISLE ROAD
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AREA OF WORK MAP
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SILT FENCE
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AutoCAD SHX Text SILT FENCE NOTES 1. INSTALL PARALLEL TO A CONTOUR. INSTALL PARALLEL TO A CONTOUR. 2. SILT FENCE SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC. SILT FENCE SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC. 3. DIG A 6" TRENCH ALONG THE AREA WHERE THE FENCE IS TO BE DIG A 6" TRENCH ALONG THE AREA WHERE THE FENCE IS TO BE INSTALLED. 4. PLACE 6" OF THE SILT FENCE BOTTOM FLAP INTO THE TRENCH. PLACE 6" OF THE SILT FENCE BOTTOM FLAP INTO THE TRENCH. 5. BACKFILL THE TRENCH WITH SOIL AND COMPACT THE SOIL ON BACKFILL THE TRENCH WITH SOIL AND COMPACT THE SOIL ON BOTH SIDES. CREATE A SMALL RIDGE ON THE UP-SLOPE SIDE OF THE FENCE. 6. 6. INSTALL WOODEN STAKES 6 - 10' APART AND DRIVE INTO 6. INSTALL WOODEN STAKES 6 - 10' APART AND DRIVE INTO THE GROUND A MINIMUM OF 12". 7. STAPLE THE GEOTEXTILE FABRIC TO THE WOODEN STAKES. STAPLE THE GEOTEXTILE FABRIC TO THE WOODEN STAKES. 8. JOIN SECTIONS OF SILT FENCE BY WRAPPING ENDS TOGETHER JOIN SECTIONS OF SILT FENCE BY WRAPPING ENDS TOGETHER (SEE DRAWING). 9. INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM EVENT. CHECK SEVERAL TIMES DURING PROLONGED STORM EVENTS. IF NECESSARY, REPAIR IMMEDIATELY. 10. IF THE SEDIMENT HAS REACHED 1/3 THE HEIGHT OF THE FENCE, IF THE SEDIMENT HAS REACHED 1/3 THE HEIGHT OF THE FENCE, THE SOIL SHALL BE REMOVED AND DISPOSED OF IN A STABLE UPLAND SITE. 11. THE FENCE SHALL BE RE-INSTALLED IF WATER IS THE FENCE SHALL BE RE-INSTALLED IF WATER IS SEEPINGUNDERNEATH IT OR IF THE FENCE HAS BECOME INEFFECTIVE. 12. SILT FENCE SHALL BE REMOVED ONCE VEGETATION IS SILT FENCE SHALL BE REMOVED ONCE VEGETATION IS ESTABLISHED AND UP-SLOPE AREA HAS STABILIZED.
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ROLL JOINTS
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SILT FENCE B
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SILT FENCE A
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6" X 6" ANCHOR TRENCH
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UNDISTURBED VEGETATION
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SHEET FLOW
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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE TOWARDS EARTH CHANGE
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RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC
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FABRIC TO BE WRAPPED AROUND FENCE POST
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ROLL JOINT
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FENCE POST DRIVEN INTO GROUND 1' MIN.
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MULCH BLANKET
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AutoCAD SHX Text MULCH BLANKET NOTES 1. PREPARE SUBGRADE TO PROPER GRADE AND COMPACTION PREPARE SUBGRADE TO PROPER GRADE AND COMPACTION REQUIREMENTS. 2. REMOVE RUTS, ROOTS, SOIL CLODS, OR OTHER DEBRIS FROM REMOVE RUTS, ROOTS, SOIL CLODS, OR OTHER DEBRIS FROM SURFACE SUBJECT TO MULCH BLANKET INSTALLATION. 3. SPREAD SEED. SPREAD SEED. 4. PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR SECURELY. 5. WHEN BLANKETS ARE USED IN FLOWING DITCH, BLANKETS WHEN BLANKETS ARE USED IN FLOWING DITCH, BLANKETS SHOULD NOT OVERLAP IN DITCH CENTER PARALLEL TO FLOW. 6. STAPLES INSTALLED/SECURED ACCORDING TO MANUFACTURER'S STAPLES INSTALLED/SECURED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 7. INSTALL BLANKET AT TOP OF SLOPE, FIRST ANCHORING TOE IN INSTALL BLANKET AT TOP OF SLOPE, FIRST ANCHORING TOE IN TRENCH 6" WIDE X 6" DEEP, PROGRESSING DOWN-SLOPE OR DOWN-GRADIENT WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. 8. APPLY SEED TO COMPACTED SOIL AND FOLD THE 12" PORTION APPLY SEED TO COMPACTED SOIL AND FOLD THE 12" PORTION OF THE BLANKET OVER COMPACTED AREA AND SECURE WITH A ROW OF STAPLES/STAKES PLACED 12" APART ACROSS THE WIDTH OF THE BLANKET. 9. UNROLL THE BLANKETS DOWN OR HORIZONTALLY ACROSS THE UNROLL THE BLANKETS DOWN OR HORIZONTALLY ACROSS THE SLOPE. 10. OVERLAP BLANKET EDGES BY A MINIMUM OF 4" AND BLANKET OVERLAP BLANKET EDGES BY A MINIMUM OF 4" AND BLANKET ENDS BY A MINIMUM OF 12". OVERLAPS SHOULD BE IN THE DIRECTION OF EXPECTED FLOW WITH THE UP-SLOPE BLANKET PLACED OVER THE DOWN-SLOPE BLANKET EDGE. 11. SECURE DOWN-SLOPE END OF BLANKET WITH STAPLES/STAKES SECURE DOWN-SLOPE END OF BLANKET WITH STAPLES/STAKES AND TRENCH IN. 12. CHECK AFTER A RAIN EVENT TO ENSURE THE BLANKET IS STILL CHECK AFTER A RAIN EVENT TO ENSURE THE BLANKET IS STILL IN PLACE. 13. KEEP ERODED SOIL, VEHICULAR AND PEDESTRIAN TRAFFIC, AND KEEP ERODED SOIL, VEHICULAR AND PEDESTRIAN TRAFFIC, AND CONCENTRATED RUNOFF AWAY FROM THE BLANKETED AREA.
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FLOW
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BURY TOE OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP
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COMPACTED AREA
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STAKES/STAPLES (TYP)
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BURY UPSLOPE END OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP
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SITE WORK NOTES
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1. ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL STAKE ALL RADIUS POINTS FOR INSPECTION PRIOR TO WORK. 2. INSTALL ALL SILT FENCE, CHECK DAMS, RIP RAP, AND ANY OTHER INSTALL ALL SILT FENCE, CHECK DAMS, RIP RAP, AND ANY OTHER SOIL EROSION & SEDIMENTATION CONTROL MEASURES PRIOR TO DEMOLITION OR CONSTRUCTION. 3. UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS DRIVES, PAVEMENT, CULVERTS, GUARDRAILS, AND UTILITIES SHALL BE PROTECTED. ANY ITEMS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED INCIDENTAL TO CONSTRUCTION. 4. REMOVE ALL TOPSOIL & VEGETATION WITHIN THE GRADING LIMITS REMOVE ALL TOPSOIL & VEGETATION WITHIN THE GRADING LIMITS SHOWN (ASSUME 6" OF TOPSOIL). STOCKPILE TO TO AN AGREED ASSUME 6" OF TOPSOIL). STOCKPILE TO TO AN AGREED ). STOCKPILE TO TO AN AGREED UPON LOCATION, GRADE AREA TO PLAN, THEN RE-SPREAD 3" OF TOPSOIL OVER ENTIRE AREA AROUND NEW GRAVEL ROAD AND PARKING AREA. ANY ADDITIONAL TOPSOIL CAN BE LEFT ON SITE AT A DESIGNATED AREA (ASSUME ONE MILE TRUCKING ONE WAY). 5. RESTORE ALL DISTURBED LAWN AREAS WITH TOPSOIL, FERTILIZER, RESTORE ALL DISTURBED LAWN AREAS WITH TOPSOIL, FERTILIZER, SEED AND MULCH BLANKET. ALL TOPSOIL SHALL BE FURNISHED. 6. IN AREAS WHERE THERE IS FUTURE PARKING SHOWN DO NOT PLACE IN AREAS WHERE THERE IS FUTURE PARKING SHOWN DO NOT PLACE DO NOT PLACE PLACE TOPSOIL AND SEED, COMPACT ENTIRE AREA IN NO MORE THAN 12" LIFTS WITH VIBRATORY ROLLER.
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PERMITS REQUIREMENTS
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1. SOIL EROSION AND SEDIMENT CONTROL NOTICE TO PROCEED FROM THE SOIL EROSION AND SEDIMENT CONTROL NOTICE TO PROCEED FROM THE MICHIGAN DEPARTMENT OF MILITARY AND VETERANS AFFAIRS.
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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INDEX CODE
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PROJECT
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM LACH, RA, DIRECTOR
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KMM
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12" APPLE
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GUY
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P. POLE
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P. POLE
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15' FIELD ENTRY
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CAPPED WELL
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DITCH
AutoCAD SHX Text N 89%%d43'27" W
AutoCAD SHX Text 675.73'
AutoCAD SHX Text
T PED
AutoCAD SHX Text
EXIST. 12'
AutoCAD SHX Text C.O.
AutoCAD SHX Text
BASIN "A"
AutoCAD SHX Text C.O.
AutoCAD SHX Text
IPP MH (MH#1)
AutoCAD SHX Text L.P.
AutoCAD SHX Text
BASIN "B"
AutoCAD SHX Text
IE=794.50
AutoCAD SHX Text C.O.
AutoCAD SHX Text
MH#1
AutoCAD SHX Text
IE=795.61
AutoCAD SHX Text
70 LF OF 8" CPP
AutoCAD SHX Text 1+00
AutoCAD SHX Text 2+00
AutoCAD SHX Text 3+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 5+00
AutoCAD SHX Text 6+00
AutoCAD SHX Text 7+00
AutoCAD SHX Text 0+24.42
AutoCAD SHX Text
8" SANITARY SEWER
AutoCAD SHX Text
8" SANITARY SEWER
AutoCAD SHX Text
TA
AutoCAD SHX Text
TW
AutoCAD SHX Text
6" FIRELINE
AutoCAD SHX Text
TA
AutoCAD SHX Text
6" SEWER LEAD
AutoCAD SHX Text
INV.E=789.6
AutoCAD SHX Text
INV.W=789.1
AutoCAD SHX Text
4" SEWER LEAD
AutoCAD SHX Text
4" SEWER LEAD
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text
INV.=800.4
AutoCAD SHX Text
INV.=805.8
AutoCAD SHX Text
TA
AutoCAD SHX Text
6" FIRELINE
AutoCAD SHX Text
6" SEWER LEAD
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY
AutoCAD SHX Text F.F.L.= 808.6±
AutoCAD SHX Text P.I.V.
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY
AutoCAD SHX Text
TRANS. TOWER
AutoCAD SHX Text
EXISTING ORCHARD
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
EX. 8" CPP STORM
AutoCAD SHX Text
EX. 8" CPP STORM
AutoCAD SHX Text
8" STORM
AutoCAD SHX Text
EX. 8" CPP STORM
AutoCAD SHX Text
12" CPP STORM
AutoCAD SHX Text
BM# 7 N FB HYDRANT ELEV.= 805.07'
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
10" CPP STORM
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
EX. 8" CPP STORM
AutoCAD SHX Text
INV=802.1
AutoCAD SHX Text
INV=790.5
AutoCAD SHX Text
RIM=793.9
AutoCAD SHX Text
INV.W=791.5
AutoCAD SHX Text
SECONDARY OVERFLOW=795.0
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
BM# 6 N FB HYDRANT ELEV.= 797.69'
AutoCAD SHX Text
CP2 ELEV.= 802.690'
AutoCAD SHX Text
CP3 ELEV.= 804.516'
AutoCAD SHX Text
UGT
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UGT
AutoCAD SHX Text
RIM=807.6 INV.SW=803.2
AutoCAD SHX Text
RIM=807.6 INV.NE=802.2 INV.NW=802.2 INV.W=802.1
AutoCAD SHX Text
INV.=799.0
AutoCAD SHX Text S
AutoCAD SHX Text
EX. 12" RCP STM. SWR.
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text
4" SEWER LEAD
AutoCAD SHX Text
INV.=806.32
AutoCAD SHX Text
INV.=802.17
AutoCAD SHX Text
INV.=798.92
AutoCAD SHX Text F.F.L.= 808.6±
AutoCAD SHX Text
EX. MILITARY 5000 SYD 3140 SYD USABLE GRAVEL PARKING
AutoCAD SHX Text
RIM=807.8 INV.N=804.8 INV.SW=804.8
AutoCAD SHX Text
RIM=807.5 INV.N=804.6 INV.SW=805.7 INV.S=804.6
AutoCAD SHX Text
RIM=807.0 INV.N=803.9 INV.S=804.1
AutoCAD SHX Text
RIM=808.9 INV.N=805.5 INV.NW=807.5
AutoCAD SHX Text
RIM=795.1 INV.NW=793.4
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. DUMPSTER
AutoCAD SHX Text
EX. 12" RCP STM. SWR.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
EX. FENCE
AutoCAD SHX Text
EX. FENCE
AutoCAD SHX Text
EX. FENCE
AutoCAD SHX Text
EX. FENCE
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
CP7 ELEV.= 820.242'
AutoCAD SHX Text
EX. 24' WIDE GRAVEL DRIVE
AutoCAD SHX Text
EX. 24' WIDE GRAVEL DRIVE
AutoCAD SHX Text
CP8 ELEV.= 810.050'
AutoCAD SHX Text
EX. STORM WATER RETENTION
AutoCAD SHX Text
EX. MILITARY 3000 SYD 1044 SYD USABLE ASPHALT PARKING
AutoCAD SHX Text 808.5±
AutoCAD SHX Text 808.3±
AutoCAD SHX Text 805.1±
AutoCAD SHX Text 804.5±
AutoCAD SHX Text 803.6±
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. HH
AutoCAD SHX Text
EX. HH
AutoCAD SHX Text
DEMO AND SALVAGE FENCE TO REUSE
AutoCAD SHX Text
DEMO AND SALVAGE GATE TO REUSE
AutoCAD SHX Text S51
AutoCAD SHX Text S51
AutoCAD SHX Text
DEMO AND REMOVE STAIRS, RAMP, STOOP, HANDRAILS
AutoCAD SHX Text
SAWCUT CONCRETE
AutoCAD SHX Text
SAWCUT CONCRETE
AutoCAD SHX Text
SAWCUT CONCRETE
AutoCAD SHX Text
REMOVE TREE, TYP.
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
DEMO AND REMOVE CONCRETE
AutoCAD SHX Text
DEMO AND REMOVE CONCRETE
AutoCAD SHX Text
DEMO AND REMOVE CONCRETE
AutoCAD SHX Text
DEMO AND REMOVE CONCRETE
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
INDEX CODE
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM LACH, RA, DIRECTOR
AutoCAD SHX Text
KMM
AutoCAD SHX Text
KMM
AutoCAD SHX Text
KMM
AutoCAD SHX Text
KMM
AutoCAD SHX Text
DEMO PLAN
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text N
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DETAIL CALLOUT
AutoCAD SHX Text
DETAIL #
AutoCAD SHX Text
SHEET SHOWN
AutoCAD SHX Text
SILT FENCE, 1344' TOTAL
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
DEMOLISH AND DISPOSE OF ITEM
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
KEY
AutoCAD SHX Text
BEST MANAGEMENT PRACTICES
AutoCAD SHX Text E6
AutoCAD SHX Text E8
AutoCAD SHX Text
WHERE USED
AutoCAD SHX Text S51
AutoCAD SHX Text For use in areas subject to erosive surface flows or severe wind or on newly seeded areas.
AutoCAD SHX Text Use adjacent to critical areas, to prevent sediment laden sheet flow from entering these areas.
AutoCAD SHX Text
MULCH BLANKET, 4426 SY
AutoCAD SHX Text
SILT FENCE, 1344'
AutoCAD SHX Text Stabilization method utilized on sites where earth change has been completed (final grading attained).
AutoCAD SHX Text
PERMANENT SEEDING, 10590 SY
AutoCAD SHX Text
EROSION CONTROLS
AutoCAD SHX Text E6T
AutoCAD SHX Text
"T" NOTES TEMPORARY EROSION CONTROL MEASURE
AutoCAD SHX Text E8P
AutoCAD SHX Text
"P" NOTES PERMANENT EROSION CONTROL MEASURE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
REMOVE TOPSOIL, STOCKPILE
AutoCAD SHX Text
CLEAR AND GRUB AREA - 2,129 SY TOTAL
AutoCAD SHX Text MILL AND PULVERIZE ENTIRE DEPTH OF ASPHALT, USE FOR FILL AND REGRADE OF NEW LOT - 1,856 SY TOTAL
AutoCAD SHX Text
MILL AND PULVERIZE, REGRADE AND COMPACT - 8,136 SY TOTAL
AutoCAD SHX Text
DEMOLISH AND REMOVE CONCRETE - 306 SY TOTAL
AutoCAD SHX Text
DEMOLISH AND REMOVE 21AA GRAVEL, REUSE FOR FILL - 1,036 SY TOTAL
DEMO AND REMOVE 8" PVC STORM SEWER - 356 LF
P A
R T
M E
M
I L
I T
A R
Y
A
T
E R
A N
S
A
F F
A I R
S
S T
A T
E
O
F
M
I C
H I G
A N
D E
S I G
N
A
N
S T
R U
C T
I O
N
D
I V
I S
I O
N
C
C
A
A
R E
N O
V A
M
O R
Y
T R
A V
E R
T
I O
N A
L
G
U A
M
O
A
V E
R S
E
C
I T
Y
M
I C
H I G
A N
AutoCAD SHX Text
MB
AutoCAD SHX Text
12" APPLE
AutoCAD SHX Text W
AutoCAD SHX Text
GUY
AutoCAD SHX Text S
AutoCAD SHX Text
SAN MH# 329
AutoCAD SHX Text
P. POLE
AutoCAD SHX Text
P. POLE
AutoCAD SHX Text 795.79'
AutoCAD SHX Text 12"I.E.
AutoCAD SHX Text 12"I.E.
AutoCAD SHX Text 796.73
AutoCAD SHX Text 12"I.E
AutoCAD SHX Text 806.27'
AutoCAD SHX Text 12"I.E
AutoCAD SHX Text
15' FIELD ENTRY
AutoCAD SHX Text
CAPPED WELL
AutoCAD SHX Text N 00%%d31'35" W
AutoCAD SHX Text
C CARLISLE R. (66')
AutoCAD SHX Text L
AutoCAD SHX Text
DITCH
AutoCAD SHX Text S 89%%d27'10" E
AutoCAD SHX Text 1308.19'
AutoCAD SHX Text 675.73'
AutoCAD SHX Text
N-S 1/4 LINE
AutoCAD SHX Text
T PED
AutoCAD SHX Text
12" WM
AutoCAD SHX Text C.O.
AutoCAD SHX Text
BASIN "A"
AutoCAD SHX Text C.O.
AutoCAD SHX Text
IPP MH (MH#1)
AutoCAD SHX Text
BASIN "B"
AutoCAD SHX Text 0.5%
AutoCAD SHX Text
IE=794.50
AutoCAD SHX Text C.O.
AutoCAD SHX Text
MH#1
AutoCAD SHX Text
IE=795.61
AutoCAD SHX Text
70 LF OF 8" CPP
AutoCAD SHX Text 1+00
AutoCAD SHX Text 0+00
AutoCAD SHX Text 2+00
AutoCAD SHX Text 3+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 5+00
AutoCAD SHX Text 6+00
AutoCAD SHX Text 0+24.42
AutoCAD SHX Text
8" SANITARY SEWER
AutoCAD SHX Text
8" SANITARY SEWER
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text 2.0%%% %%P
AutoCAD SHX Text low slope 1% %%P
AutoCAD SHX Text
6" FIRELINE
AutoCAD SHX Text
6" SEWER LEAD
AutoCAD SHX Text
INV.E=789.6
AutoCAD SHX Text
INV.W=789.1
AutoCAD SHX Text
4" SEWER LEAD
AutoCAD SHX Text
4" SEWER LEAD
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text
INV.=800.4
AutoCAD SHX Text
INV.=805.8
AutoCAD SHX Text
12" WM
AutoCAD SHX Text
12" GATE VALVE & BOX
AutoCAD SHX Text
6" FIRELINE
AutoCAD SHX Text
6" SEWER LEAD
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY
AutoCAD SHX Text F.F.L.= 808.6±
AutoCAD SHX Text P.I.V.
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY
AutoCAD SHX Text
TRANS. TOWER
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
EX. 8" CPP STORM
AutoCAD SHX Text
8" STORM
AutoCAD SHX Text
12" CPP STORM
AutoCAD SHX Text
BM# 7 N FB HYDRANT ELEV.= 805.07'
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
10" CPP STORM
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
4"DS
AutoCAD SHX Text
INV=802.1
AutoCAD SHX Text
INV=790.5
AutoCAD SHX Text
RIM=793.9
AutoCAD SHX Text
INV.W=791.5
AutoCAD SHX Text
SECONDARY OVERFLOW=795.0
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
BM# 6 N FB HYDRANT ELEV.= 797.69'
AutoCAD SHX Text
CP2 ELEV.= 802.690'
AutoCAD SHX Text
CP3 ELEV.= 804.516'
AutoCAD SHX Text
UGT
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UGT
AutoCAD SHX Text S
AutoCAD SHX Text
RIM=807.6 INV.SW=803.2
AutoCAD SHX Text
RIM=807.6 INV.NE=802.2 INV.NW=802.2 INV.W=802.1
AutoCAD SHX Text
INV.=799.0
AutoCAD SHX Text S
AutoCAD SHX Text
EX. 12" RCP STM. SWR.
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text
4" SEWER LEAD
AutoCAD SHX Text
INV.=806.32
AutoCAD SHX Text
INV.=802.17
AutoCAD SHX Text
INV.=798.92
AutoCAD SHX Text F.F.L.= 808.6±
AutoCAD SHX Text
PROPOSED MILITARY 4500 SYD 2846 SYD USABLE EXPANDABLE PARKING
AutoCAD SHX Text
EX. MILITARY 5000 SYD 3140 SYD USABLE GRAVEL PARKING
AutoCAD SHX Text
RIM=807.8 INV.N=804.8 INV.SW=804.8
AutoCAD SHX Text
RIM=807.5 INV.N=804.6 INV.SW=805.7 INV.S=804.6
AutoCAD SHX Text
RIM=807.0 INV.N=803.9 INV.S=804.1
AutoCAD SHX Text
RIM=808.9 INV.N=805.5 INV.NW=807.5
AutoCAD SHX Text
RIM=795.1 INV.NW=793.4
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. ASPHALT
AutoCAD SHX Text
EX. DUMPSTER
AutoCAD SHX Text
EX. 12" RCP STM. SWR.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
EX. FENCE
AutoCAD SHX Text
EX. FENCE
AutoCAD SHX Text
EX. FENCE
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
EX. CONC.
AutoCAD SHX Text
CP8 ELEV.= 810.050'
AutoCAD SHX Text
FUTURE COLD STORAGE
AutoCAD SHX Text
EX. STORM WATER RETENTION
AutoCAD SHX Text
EX. MILITARY 3000 SYD 1044 SYD USABLE ASPHALT PARKING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
40' X 80' GENERAL STORAGE BLDG.
AutoCAD SHX Text
POV PARKING 154 SPOTS
AutoCAD SHX Text 808.5±
AutoCAD SHX Text 808.3±
AutoCAD SHX Text 805.1±
AutoCAD SHX Text 804.5±
AutoCAD SHX Text 803.6±
AutoCAD SHX Text 4.5%%% %%P
AutoCAD SHX Text 2.0%%% %%P
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. LIGHT
AutoCAD SHX Text
EX. HH
AutoCAD SHX Text
EX. HH
AutoCAD SHX Text
NEW 150' 12" RCP STORM
AutoCAD SHX Text
NEW 136' 12" RCP STORM
AutoCAD SHX Text
NEW 70' 12" RCP STORM
AutoCAD SHX Text
NEW 8" PVC STORM
AutoCAD SHX Text
NEW 48" CATCH BASIN RIM=807.0 INV.N=803.9 INV.S=804.1
AutoCAD SHX Text
NEW 48" CATCH BASIN RIM=807.5 INV.N=804.6 INV.SW=805.7 INV.S=804.6
AutoCAD SHX Text
NEW 48" CATCH BASIN RIM=807.8 INV.N=804.8 INV.SW=804.8 INV.SE=804.9
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN, 2 SIDED
AutoCAD SHX Text
SIGN, S SIDED
AutoCAD SHX Text
SIGN, 2 SIDED
AutoCAD SHX Text
NEW 4" WIDE PAVEMENT MARKINGS, BLUE FOR ALL ADA ACCESSIBLE, TYP.
AutoCAD SHX Text
NEW 4" WIDE PAVEMENT MARKINGS, YELLOW, TYP.
AutoCAD SHX Text
POV PARKING 45 SPOTS
AutoCAD SHX Text
PROVIDE AND INSTALL NEW SIGNS, SEE DETAIL G, SHT. C5
AutoCAD SHX Text
PAVEMENT MARKING 45 DEGREE, 2' SPACING
AutoCAD SHX Text
NEW 4" WIDE PAVEMENT MARKINGS, YELLOW, TYP.
AutoCAD SHX Text
PROVIDE AND INSTALL NEW END FENCE POST NEXT TO BUILDING TO TIE EXISTING FENCE TO
AutoCAD SHX Text
COORDINATE WITH PLUMBING CONTRACTOR FOR TIE IN WITH ROOF DRAIN
AutoCAD SHX Text
ADD ADDITIONAL LIGHTING FIXTURE TO EXISTING POLE
AutoCAD SHX Text
VAN ACCESSIBLE
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
INDEX CODE
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM LACH, RA, DIRECTOR
AutoCAD SHX Text
KMM
AutoCAD SHX Text
KMM
AutoCAD SHX Text
KMM
AutoCAD SHX Text
KMM
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text N
AutoCAD SHX Text
PROPOSED GRAVEL AREAS, 6,007 SY TOTAL
AutoCAD SHX Text
PROPOSED HMA PAVEMENT, 9,842 SY TOTAL
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DETAIL CALLOUT
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DETAIL #
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SHEET SHOWN
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CONTROL POINT
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SITE WORK NOTES
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1. ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR APPROVED BY DMVA ENGINEER/PROJECT MANANAGER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL STAKE ALL RADIUS POINTS FOR INSPECTION PRIOR TO WORK. 2. UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS DRIVES, PAVEMENT, CULVERTS, AND UTILITIES SHALL BE PROTECTED. ANY ITEMS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED INCIDENTAL TO CONSTRUCTION. 3. PLACE AND COMPACT NEW SURFACE MATERIAL TO ACCOMMODATE THE PLACE AND COMPACT NEW SURFACE MATERIAL TO ACCOMMODATE THE CROSS SECTIONS SHOWN ON THE PLANS. SURFACE SHALL BE COMPACTED TO DENSITY PER SPECIFICATIONS. 4. RESTORE ALL DISTURBED LAWN AREAS WITH TOPSOIL, FERTILIZER, RESTORE ALL DISTURBED LAWN AREAS WITH TOPSOIL, FERTILIZER, SEED AND MULCH BLANKET. ALL TOPSOIL SHALL BE FURNISHED.
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PROPOSED MDOT TYPE B GUARDRAIL, 190 LF TOTAL
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PROPOSED FENCE, 478 LF TOTAL
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PROPOSED EXT. LIGHT WITH POLE, 3 TOTAL
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PROPOSED EXT. LIGHT, 1 TOTAL
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PROPOSED GRASS AREAS
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NEW 24' WIDE SLIDING VEHICLE GATE
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NEW 8" MDOT 21AA GRAVEL SURFACE
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NEW POLE MOUNTED EXTERIOR LIGHT, 3 TOTAL
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NEW 478 LF OF 6' CHAIN LINK FENCE WITH ANTI-CLIMB
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8,315 SY OF ASPHALT PAVEMENT
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1,527 SY OF ASPHALT WITH FULL BASE DEPTH PAVEMENT
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PROPOSED SIGN, 4 TOTAL
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PROPOSED ROSETTA STONE OUTCROPPING FREESTANDING WALL, 424 LF TOTAL
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PROPOSED CONCRETE, 408 SY TOTAL
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NEW 424 LF ROSETTA STONE WALL
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NEW 48" STORM CATCH BASIN, 3 TOTAL
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4" CONCRETE SIDEWALK
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NEW STEEL BUILDING
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NEW 6" CONCRETE PAD
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NEW REMOVABLE BOLLARD
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NEW REMOVABLE BOLLARD
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NEW BOLLARD, 4 TOTAL
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THICKENED EDGE CONCRETE ALONG ENTIRE EDGE
C5
E6 T
E8 P
S F
S F
S F
S F
S F
E8 P
E8 P
E8 P
E6 T
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E6 T
E6 T
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'1
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
SF
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15' FIELD ENTRY
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CAPPED WELL
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EXIST. 12'
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ASPH. DR.
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BASIN "A"
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IPP MH (MH#1)
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BASIN "B"
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IE=794.50
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IE=795.61
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70 LF OF 8" CPP
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TA
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TW
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6" FIRELINE
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TA
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6" SEWER LEAD
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INV.E=789.6
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INV.W=789.1
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4" SEWER LEAD
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4" SEWER LEAD
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TA
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6" FIRELINE
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6" SEWER LEAD
AutoCAD SHX Text F.F.L.= 808.6±
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FIRE HYDRANT ASSEMBLY
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TRANS. TOWER
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EXISTING ORCHARD
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4"DS
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EX. 8" CPP STORM
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8" STORM
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12" CPP STORM
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BM# 7 N FB HYDRANT ELEV.= 805.07'
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4"DS
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4"DS
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4"DS
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4"DS
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4"DS
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4"DS
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4"DS
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4"DS
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INV=802.1
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RIM=793.9
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INV.W=791.5
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SECONDARY OVERFLOW=795.0
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BM# 6 N FB HYDRANT ELEV.= 797.69'
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CP2 ELEV.= 802.690'
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CP3 ELEV.= 804.516'
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UGT
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UGE
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UGE
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UGE
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RIM=807.6 INV.SW=803.2
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RIM=807.6 INV.NE=802.2 INV.NW=802.2 INV.W=802.1
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INV.=799.0
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EX. 12" RCP STM. SWR.
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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4" SEWER LEAD
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INV.=806.32
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INV.=802.17
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INV.=798.92
AutoCAD SHX Text F.F.L.= 808.6±
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EX. MILITARY 5000 SYD 3140 SYD USABLE GRAVEL PARKING
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RIM=807.8 INV.N=804.8 INV.SW=804.8
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RIM=807.5 INV.N=804.6 INV.SW=805.7 INV.S=804.6
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RIM=807.0 INV.N=803.9 INV.S=804.1
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RIM=808.9 INV.N=805.5 INV.NW=807.5
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RIM=795.1 INV.NW=793.4
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EXISTING BUILDING
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EXISTING BUILDING
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EX. ASPHALT
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EX. ASPHALT
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EX. ASPHALT
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EX. ASPHALT
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EX. ASPHALT
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EX. ASPHALT
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EX. DUMPSTER
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EX. 12" RCP STM. SWR.
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GRASS
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EX. FENCE
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EX. FENCE
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EX. FENCE
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EX. FENCE
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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EX. CONC.
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EX. CONC.
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EX. CONC.
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EX. CONC.
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CP7 ELEV.= 820.242'
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CP9 ELEV.= 812.715'
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CP8 ELEV.= 810.050'
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EX. STORM WATER RETENTION
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EX. MILITARY 3000 SYD 1044 SYD USABLE ASPHALT PARKING
AutoCAD SHX Text 808.5±
AutoCAD SHX Text 808.3±
AutoCAD SHX Text 805.1±
AutoCAD SHX Text 804.5±
AutoCAD SHX Text 803.6±
AutoCAD SHX Text 4.5%%% %%P
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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EX. LIGHT
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EX. HH
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EX. HH
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NEW 12" RCP STORM
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NEW 12" RCP STORM
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NEW 12" RCP STORM
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NEW 8" PVC STORM
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NEW 48" CATCH BASIN RIM=807.0 INV.N=803.9 INV.S=804.1
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NEW 48" CATCH BASIN RIM=807.5 INV.N=804.6 INV.SW=805.7 INV.S=804.6
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NEW 48" CATCH BASIN RIM=807.8 INV.N=804.8 INV.SW=804.8 INV.SE=804.9
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GRADE AREA, PLACE TOPSOIL, FERTILIZER & SEED, AND MULCH BLANKET OVER ENTIRE AREA
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GRADE AREA, PLACE TOPSOIL, FERTILIZER & SEED, AND MULCH BLANKET OVER ENTIRE AREA
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MATCH EXISTING ELEVATION
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TUEBOR
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KAB
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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INDEX CODE
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PROJECT
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM LACH, RA, DIRECTOR
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KMM
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KMM
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KMM
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KMM
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PROPOSED GRADING/DRAINAGE PLAN
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LEGEND
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DETAIL CALLOUT
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DETAIL #
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SHEET SHOWN
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PROPOSED ASPHALT PARKING AREAS
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EXISTING CONTOUR
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GRADING LIMITS
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PROPOSED CONTOUR
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AutoCAD SHX Text PROPOSED GRASS AREAS, SUPPLY AND INSTALL 3" OF TOPSOIL, SEED, FERTILIZER, AND MULCH - 12,611 SY TOTAL
AutoCAD SHX Text PROPOSED GRAVEL AREAS, SUPPLY AND INSTALL COMPACTED 8" MDOT 21AA - 6,007 SY TOTAL
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CONTROL POINT
SILT FENCE, 1344' TOTAL
Footing
Concrete
Intermediate Post
Install New
Line Post
Install New
Grade
2-3/8" O.D.
Line Post
Galvanized
3'-0"
Fabricate And Install
Detail, This Sheet)
On Gate (See Bracket
Bracing For Fabric
Or Concrete
Top With Steel Plate
Frame Members
2" O.D. Pipe
4" O.D. Pipe Posts, Cap
Cantilever Roller Assemblies
Weld To Frame.
Sheet C4)
(See Gate Arm Detail, Anchor To Posts W/2 Ea U-Bolts
2" Posts For Anti-Climb
2-1/2" X 4"Ø Rollers -
4'-0"4'-0"4'-0"4'-0"
Wire
Of Double Strand Barbed
1' Anti-climb With 3 Sets
Link Rolling Gate With
4'-0"
Cover Gate Assembly
With Fence Fabric
7'-0"8'-0"8'-0"
Install New 6'-0" Chain
(@ Corners, Ends & Gates)
3/8"Ø Rod & Turnbuckle
10'-0" C to C
12"
Bracing @ Ends, Provide 1 5/8" O.D.
2" O.D. Pipe
Corners & Gates
1-1/2" O.D.
(Diagonal)
Pipe Braces
Footing
Concrete
9'-0"
2'-0"
Frame Members
Gussets - Weld In
Each Corner
X 2'-0" Long -
Concrete Footing
Expose 4" A.G.
Gate Stop [ 6 X 8.2#
2'-0"24'-0" Opening
Road
26'-0"
C
L
2" X 2" X 1/4"
2'-0"
23'-0" Gate Arm
W/ 7 Gauge Tension Wire
Twist Selvage - Top & Bottom
Mesh Galvanized With Barbed
6' Chain Link Fence, 9 Gauge, 2"
EqualEqual
Intermediate Post
Install New
Line Post
Install New
Top & Bottom
Fabric Bracket
See Sheet C4
TRESPASSING
RESTRICTED
AREA
NO
END OR GATE POST DETAIL
BRACE RAIL CLAMP DETAILS
TRUSS ROD AND BAND
TENSION BAND DETAIL
FASTENING DETAILS
ROUND POST
LINE POST ATTACHMENTS
BRACE PANEL DETAIL
TOP OR BRACE RAIL ATTACHMENT
ROUND POST
NOTE:
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6' FABRIC WIDTH
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10'-0" MAXIMUM
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3'-6" MIN.
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16" MIN. DIA.
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CONCRETE BASE
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TENSION WIRE
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2 3/8" O.D. LINE POST
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LINE POST
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GRADE
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HOG RINGS (TYP.)
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12" MIN. DIA.
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CHAIN-LINK FABRIC 9 GAGE, 2" MESH WITH BARBED TWIST SELVAGE TOP & BOTTOM
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2 7/8" O.D. CORNER, END, OR PULL POST
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9 GAUGE STEEL TIE WIRES (TYP.)
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TIE WIRES OR HOG RINGS (TYP.)
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7 GAUGE TENSION WIRE
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BOTTOM OF FABRIC
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BARBED-WIRE APRON ON EXTENSION ARMS
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10'-0" O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED
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1 1/2" MIN 2 1/2" MAX
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1 5/8" O.D. BRACE RAIL AT ENDS, CORNERS, & GATES
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TRUSS ROD 3/8" MIN. DIA. WITH TURNBUCKLE AT ENDS, CORNERS, & GATES
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A RED, WHITE AND BLUE SHIELD
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ON A CREAM BACKGROUND
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GSA NUMBER 9905-00-559-2971
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GSA SAFETY SIGN
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NONREFLECTORIZED SIGN INCLUDES
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AutoCAD SHX Text ** THE CONTRACTOR SHALL INSTALL GSA PERIMETER SIGNS PROVIDED BY DMVA FOR ALL NEW FENCING AND GATES. THE CONTRACTOR SHALL INSTALL SIGNS ON THE SECURE SIDE OF THE FENCING WITH NOMENCLATURE SHOWN TO THE ROAD SIDE OF THE FENCING. THE SIGNS SHALL BE POSTED AT INTERVALS OF NO MORE THAN 100 FEET AND ON ALL NEW GATES. FASTEN WITH HOG RINGS ON 4 CORNERS.
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FAB…
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