W912QR24R0034_KC-46A_Plans_Vol1-0004.pdf
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- Solicitation number
- W912QR24R0034
About this file
This document is a set of construction engineering design plans for a KC-46A Two-Bay Maintenance Hangar at March Air Reserve Base prepared by the US Army Corps of Engineers Louisville District. The comprehensive plan set includes structural, civil, utility, water, and sewer design drawings covering multiple aspects of the project, such as foundation plans, roof framing, utility connections, water and sewer line realignments, and demolition plans. The detailed drawings provide specifications for a large-scale military facility construction project, including technical details for water and sewer infrastructure, site grading, utility connections, and structural elements specific to an aircraft maintenance facility. Key design components include foundation plans for different project areas, roof framing strategies, utility line connections, and comprehensive site development plans that account for existing infrastructure and future project requirements.
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US Army Corps of Engineers ®
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SHEET LIST - STRUCTURAL
SHEET NUMBER SHEET TITLE
S-001 GENERAL NOTES
S-002 LEGENDS AND ABBREVIATIONS
S-003 WIND ISOMETRIC DIAGRAMS
S-100 FOUNDATION PLAN - OVERALL
S-101 FOUNDATION PLAN - AREA A
S-102 FOUNDATION PLAN - AREA B
S-103 FOUNDATION PLAN - AREA C
S-104 FOUNDATION PLAN - AREA D
S-105 FOUNDATION PLAN - AREA E
S-106 FOUNDATION PLAN - AREA F
S-107 FOUNDATION PLAN - AREA G
S-108 FOUNDATION PLAN - AREA H
S-109 FOUNDATION PLAN - AREA J
S-110 SLAB JOINTING PLAN - OVERALL
S-111 SLAB JOINTING PLAN - AREA A
S-112 SLAB JOINTING PLAN - AREA B
S-113 SLAB JOINTING PLAN - AREA C
S-114 SLAB JOINTING PLAN - AREA D
S-115 SLAB JOINTING PLAN - AREA E
S-116 SLAB JOINTING PLAN - AREA F
S-117 SLAB JOINTING PLAN - AREA G
S-118 SLAB JOINTING PLAN - AREA H
S-119 SLAB JOINTING PLAN - AREA J
S-120 LOW ROOF FRAMING PLAN - OVERALL
S-121 LOW ROOF FRAMING PLAN - AREA A
S-122 LOW ROOF FRAMING PLAN - AREA B
S-123 LOW ROOF FRAMING PLAN - AREA C
S-124 LOW ROOF FRAMING PLAN - AREA D
S-125 LOW ROOF FRAMING PLAN - AREA E
S-126 LOW ROOF FRAMING PLAN - AREA F
S-127 LOW ROOF FRAMING PLAN - AREA G
S-128 LOW ROOF FRAMING PLAN - AREA H
S-129 LOW ROOF FRAMING PLAN - AREA J
S-130 BOTTOM CHORD FRAMING PLAN - OVERALL
S-136 BOTTOM CHORD FRAMING PLAN - AREA F
S-137 BOTTOM CHORD FRAMING PLAN - AREA G
S-138 BOTTOM CHORD FRAMING PLAN - AREA H
S-139 BOTTOM CHORD FRAMING PLAN - AREA J
S-140 HIGH ROOF FRAMING PLAN - OVERALL
S-146 HIGH ROOF FRAMING PLAN - AREA F
S-147 HIGH ROOF FRAMING PLAN - AREA G
S-148 HIGH ROOF FRAMING PLAN - AREA H
S-149 HIGH ROOF FRAMING PLAN - AREA J
S-150 FALL ARREST PLAN - OVERALL
S-151 FALL ARREST PLAN - AREA F & H
S-152 FALL ARREST PLAN - AREA G & J
S-160 HANGAR DOOR FRAMING PLAN - OVERALL
S-161 HANGAR DOOR FRAMING PLANS
S-170 EQUIPMENT PLATFORM FRAMING PLAN - OVERALL
S-190 FRAMING ELEVATIONS PLAN - OVERALL
S-191 GIRT ELEVATIONS PLAN - OVERALL
S-192 MASONRY ELEVATIONS PLAN - OVERALL
S-193 NON-STRUCTURAL MASONRY LAYOUT PLAN - OVERALL
S-201 FRAMING ELEVATIONS - GRID A
S-202 FRAMING ELEVATIONS - GRID B
S-203 FRAMING ELEVATIONS - GRID L
S-204 FRAMING ELEVATIONS - GRID 2, 3
S-205 FRAMING ELEVATIONS - GRID 12
S-206 FRAMING ELEVATIONS - GRID 21, 22
S-211 GIRT ELEVATIONS - GRID A
S-212 GIRT ELEVATIONS - GRID B
S-213 GIRT ELEVATIONS - GRID L
S-214 GIRT ELEVATIONS - GRID 2, 3
S-215 GIRT ELEVATIONS - GRID 12
S-216 GIRT ELEVATIONS - GRID 21, 22
S-221 MASONRY ELEVATIONS
S-222 MASONRY ELEVATIONS
S-223 MASONRY ELEVATIONS
S-224 MASONRY ELEVATIONS
S-225 MASONRY ELEVATIONS
S-226 MASONRY ELEVATIONS
S-231 DUCT SUPPORT FRAMING ELEVATIONS - GRID L
S-232 DUCT SUPPORT FRAMING ELEVATIONS - GRID 3, 12, 21
S-233 DUCT SUPPORT FRAMING ELEVATIONS - GRID 3, 12, 21
S-241 FALL ARREST ELEVATIONS
S-301 TRUSS AND SWAY FRAME ELEVATIONS
S-401 FUEL VENT HOIST ENLARGED PLAN AND DETAILS
S-402 BRIDGE CRANE ENLARGED PLAN AND DETAILS
S-403 ELEVATED SLAB ENLARGED PLANS AND DETAILS
S-404 ENTRANCE CANOPY ENLARGED PLANS AND DETAILS
S-405 EQUIPMENT PLATFORM FRAMING ENLARGED PLANS AND DETAILS - AREA F & G
S-406 EQUIPMENT PLATFORM FRAMING ENLARGED PLANS AND DETAILS - AREA H & J
S-407 EQUIPMENT PLATFORM MONORAIL FRAMING ENLARGED PLANS AND SECTIONS -
AREA F & G
S-408 EQUIPMENT PLATFORM MONORAIL FRAMING ENLARGED PLANS AND SECTIONS -
AREA H & J
S-409 400HZ PIT ENLARGED PLAN AND DETAILS
S-501 STANDARD CONCRETE DETAILS
S-502 STANDARD CONCRETE DETAILS
S-503 STANDARD MASONRY DETAILS
S-504 STANDARD MASONRY DETAILS
S-505 STANDARD STEEL DETAILS
S-506 STANDARD STEEL DETAILS
S-507 STANDARD STEEL DETAILS
S-510 HANGAR DOOR TRACK DETAILS
S-515 FOUNDATION DETAILS
S-516 FOUNDATION DETAILS
S-517 FOUNDATION DETAILS
S-518 FOUNDATION DETAILS
S-520 TRUSS CONNECTION DETAILS
S-525 SWAY FRAME CONNECTION DETAILS
S-530 VERTICAL BRACING CONNECTION DETIALS
S-531 VERTICAL BRACING CONNECTION DETIALS
S-532 VERTICAL BRACING CONNECTION DETIALS
S-533 VERTICAL BRACING CONNECTION DETIALS
S-535 HORIZONTAL BRACING CONNECTION DETAILS
S-536 HORIZONTAL BRACING CONNECTION DETAILS
S-537 HORIZONTAL BRACING CONNECTION DETAILS
S-540 FALL ARREST DETAILS
S-541 FALL ARREST DETAILS
S-542 FALL ARREST DETAILS
S-550 FRAMING DETAILS - HANGAR
S-551 FRAMING DETAILS - HANGAR
S-555 FRAMING DETAILS - SHOPS/ADMIN
S-556 FRAMING DETAILS - SHOPS/ADMIN
S-557 FRAMING DETAILS - SHOPS/ADMIN
S-560 GIRT DETAILS
S-561 GIRT DETAILS
S-562 GIRT DETAILS
S-563 GIRT DETAILS
S-564 GIRT DETAILS
S-565 GIRT DETAILS
S-570 DRAFT CURTAIN DETAILS
S-575 LADDER SUPPORT DETAILS
S-580 SEISMIC BRACING DETAILS
S-585 DUCT SUPPORT DETAILS
S-590 EQUIPMENT PLATFORM MONORAIL DETAILS
S-595 COLUMN DETAILS
S-596 COLUMN DETAILS
S-601 STRUCTURAL SCHEDULES
SHEET LIST - CIVIL
SHEET NUMBER SHEET TITLE
F-002 CODE COMPLIANCE PLAN
C-001 CIVIL LEGENDS AND ABBREVIATIONS
C-002 LOCATION AND VICINITY MAPS
GC001 GENERAL CONSTRUCTION NOTES - 1
GC002 GENERAL CONSTRUCTION NOTES - 2
GC101 HAUL ROUTE
GC102 STAGING AND LAYDOWN PLAN
GC103 GRAEBER ST CLOSURE TRAFFIC ROUTE
GC104 CONTRACTOR WORK LIMITS
GC501 GENERAL CONSTRUCTION DETAILS - 1
GC502 GENERAL CONSTRUCTION DETAILS - 2
B-100 GEOTECHNICAL BORING PLAN
B-101 GEOTECHNICAL BORING LOG - 1
B-102 GEOTECHNICAL BORING LOG - 2
B-103 GEOTECHNICAL BORING LOG - 3
B-104 GEOTECHNICAL BORING LOG - 4
V-100 OVERALL EXISTING CONDITIONS
V-101 EXISTING CONDITIONS PLAN - 1
V-102 EXISTING CONDITIONS PLAN - 2
V-103 EXISTING CONDITIONS PLAN - 3
V-104 EXISTING CONDITIONS PLAN - 4
V-105 EXISTING CONDITIONS PLAN - 5
V-106 EXISTING CONDITIONS PLAN - 6
V-107 EXISTING CONDITIONS PLAN - 7
V-108 EXISTING CONDITIONS PLAN - 8
CD100 OVERALL DEMOLITION PLAN
CD101 ENLARGED DEMOLITION PLAN - 1
CD102 ENLARGED DEMOLITION PLAN - 2
CD103 ENLARGED DEMOLITION PLAN - 3
CD104 ENLARGED DEMOLITION PLAN - 4
CD105 ENLARGED DEMOLITION PLAN - 5
CD106 ENLARGED DEMOLITION PLAN - 6
CD107 ENLARGED DEMOLITION PLAN - 7
CD108 ENLARGED DEMOLITION PLAN - 8
CD501 DEMOLITION DETAILS - 1
CD510 DEMOLITION DETAILS - OWS
CD515 EXISTING DEMOLITION PAVEMENT PROFILES
CS100 OVERALL SITE PLAN
CS101 ENLARGED SITE PLAN - 1
CS102 ENLARGED SITE PLAN - 2
CS103 ENLARGED SITE PLAN - 3
CS104 ENLARGED SITE PLAN - 4
CS105 ENLARGED SITE PLAN - 5
CS106 ENLARGED SITE PLAN - 6
CS107 ENLARGED SITE PLAN - 7
CS108 ENLARGED SITE PLAN - 8
CS110 ENLARGED TIE DOWN PLANS
CS150 SITE ATFP PLAN
CS501 SITE DETAILS - 1
CS502 SITE DETAILS - 2
CS503 SITE DETAILS - 3
CS504 SITE DETAILS - 4
CS505 SITE DETAILS - 5
CP101 ENLARGED JOINTING PLAN - 1
CP102 ENLARGED JOINTING PLAN - 2
CP111 ENLARGED JOINTING ELEVATION PLAN - 1
CP112 ENLARGED JOINTING ELEVATION PLAN - 2
CP501 PAVEMENT DETAILS - 1
CP502 PAVEMENT DETAILS - 2
CP503 PAVEMENT DETAILS - 3
CG100 OVERALL GRADING PLAN
CG101 ENLARGED GRADING PLAN - 1
CG102 ENLARGED GRADING PLAN - 2
CG150 OVEREXCAVATION PLAN
CG501 EROSION CONTROL DETAILS - 1
CG515 PAVEMENT CROSS SECTION 1, 2 AND 3
CE101 EROSION CONTROL PLAN - 1
CE102 EROSION CONTROL PLAN - 2
CU100 OVERALL UTILITY PLAN
CU101 ENLARGED UTILITY PLAN - 1
CU102 ENLARGED UTILITY PLAN - 2
CU107 ENLARGED UTILITY PLAN - 7
CU201 STORM DRAIN PROFILES - 1
CU202 STORM DRAIN PROFILES - 2
CU203 STORM DRAIN PROFILES - 3
CU204 INDUSTRIAL WASTE PROFILES
CU205 NATURAL GAS & FIREWATER PROFILES
CU206 COMMUNICATIONS PROFILES
CU207 COMMUNICATIONS AND ELECTRICAL PROFILES - 2
CU501 UTILITY DETAILS - 1
CU502 UTILITY DETAILS - 2
CU503 UTILITY DETAILS - 3
CU504 UTILITY DETAILS - 4
CU505 UTILITY DETAILS - 5
CU506 UTILITY DETAILS - 6
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SHEET NUMBER
WESTERN WATER DISTRICT PERMIT PLANS
WATER REALIGNMENT PLAN AND PROFILE
SHEET TITLE
G-001 COVER SHEET
G-002 SHEET INDEX
CD101 WATER DEMOLITION PLAN
C-101 WATER LINE W1 - STA 10+00 TO STA 2-+62.13
C-102 WATER LINE W2 - STA 10+00 TO STA 20+97.46
C-103 WATER LINE - FUT
C-501 DETAILS - 1
C-502 DETAILS -2
SHEET NUMBER SHEET TITLE
G-001 COVER SHEET
G-002 SHEET INDEX
CD101 SEWER DEMOLITION PLAN
C-101 SEWER PLAN AND PROFILE STA: 10+00.00 TO 20+38.79
C-301 SEWER SERVICE CONNECTIONS (SS-2, SS-3, SS-4, SS-5, SS-6, SS-7)
C-401 FUT - SEWER LATERAL CONNECTION
WESTERN WATER DISTRICT PERMIT PLANS
SEWER PLAN AND PROFILE
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ARIMS: 200A Disposition: Maintain for 15yrs after construction.
PROTECT EXISTING AIRFIELD PAVEMENTS AND NEW AIRFIELD PAVEMENTS BY
ADJACENT PROJECTS DURING CONSTRUCTION OF THIS PROJECT.
REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO:
1. EXISTING PAVEMENTS: PRE AND POST PAVEMENT INSPECTIONS USING
PHOTOGRAPHS AND VIDEO IN THE PRESENCE OF THE CONTRACTING
OFFICER.
2. REPAIR OF ANY DAMAGED AIRFIELD PAVEMENT AT THE CONTRACTOR'S
EXPENSE.
3. NO STEEL TRACKED EQUIPMENT IS ALLOWED ON THE AIRFIELD
PAVEMENTS. RUBBER TRACKS ON PADS ARE REQUIRED. WOOD PLANKS
MAY BE PERMITTED FOR PROTECTION.
4. NO STEEL BUCKETS ARE ALLOWED FOR USE ON AIRFIELD PAVEMENTS.
5. ALL MATERIALS REQUIRE WOOD CRIBBING AND CAN NOT BE DIRECTLY
STORED ON THE AIRFIELD PAVEMENT. EXAMPLES INCLUDE: STRUCTURAL
FRAMING, MANHOLES, ETC.
6. NO STOCK PILING OF AGGREGATES AND SOIL ON EXISTING OR NEWLY
CONSTRUCTED AIRFIELD PAVEMENT. THE OFF-SITE STAGING AREA TO BE
USED.
7. AIRFIELD PAVEMENTS TO BE DAILY VACUUMED TO KEEP FOD TO A
MINIMUM.
8. THE CONTRACTOR SHOULD MAKE EVERY REASONABLE EFFORT TO
PREVENT SPILLS ON AIRFIELD PAVEMENTS.
9. SPILLS ON AIRFIELD PAVEMENTS SHOULD BE IMMEDIATELY CLEANED UP
AND THE CONTRACTING OFFICER SHOULD BE NOTIFIED.
10. ALL CONSTRUCTION TRAFFIC AND MATERIAL MOVEMENTS ON AIRFIELD
PAVEMENTS TO BE COORDINATED WITH THE CONTRACTING OFFICER
DURING WEEKLY PROJECT MEETINGS.
1. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO
REDUCE THE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN
AREA AND DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A
BODY OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ENSURING THAT EROSION AND SEDIMENTATION ARE CONTROLLED TO THE
EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED
THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO
INITIATING CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND
SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT
COMPLETION ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE REMOVED.
2. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S
RESPONSIBILITY, WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENT
PRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE,
WATTLES OR OTHER MEANS TO CONTROL EROSION AS NEEDED. THE
CONTRACTOR SHALL PROVIDE AND FOLLOW THE EROSION AND SWPPP
PLANS AS NEEDED.
3. CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN ON CG101 AND CG102
PRIOR TO BEGINNING WORK. THE DEVICES SHALL BE PLACED
DOWN-SLOPE OF DISTURBED AREAS WHERE SHEET EROSION WOULD
OCCUR. SILT FENCE SHALL BE CLEANED AND REPAIRED WHEN SEDIMENT
BUILDUP REACHES ONE-THIRD OF SILT FENCE HEIGHT. AFTER
SIGNIFICANT RUNOFF EVENTS, THE CONTRACTOR SHALL INSPECT ALL
EROSION CONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES
WITH THE PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND
REPAIR OR REPLACE THOSE STRUCTURES, AS NECESSARY.
4. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS
DURING CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FOR
DISCHARGE TO THE INLETS HAVE BEEN STABILIZED.
5. ALL EXISTING DRAIN INLETS SHALL HAVE SILT FENCE PROTECTION
INSTALLED IN ACCORDANCE WITH DETAIL B14 ON DRAWING CG501.
EROSION PROTECTION MAY BE REMOVED WHEN VEGETATION IS
ESTABLISHED.
6. CONTRACTOR SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE
AT LOCATIONS WHERE CONSTRUCTION TRAFFIC SHALL ENTER THE
PROJECT SITE FROM ROADWAYS AND PAVEMENTS. SEE DETAIL B20 ON
DRAWING GC501.
7. SEE DRAWING CG501 FOR ADDITIONAL DETAILS ON EROSION AND
SEDIMENT CONTROL.
1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING
CONNECTIONS WITH BUILDING CONTRACTOR AND THE INFORMATION
PROVIDED ON MECHANICAL AND ELECTRICAL DRAWINGS FOR EACH
FACILITY.
3. CONTRACTOR SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY
COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS
FOR UTILITY CONNECTIONS WITH THE COR AND ASSOCIATED UTILITY
COMPANIES. WMWD IS THE PRIVATIZED WATER AND SANITARY SEWER
PROVIDER. CALIFORNIA LIGHT AND POWER IS THE ELECTRICAL PROVIDER.
5. CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF
ASSOCIATED UTILITY COMPANIES AND AGENCIES.
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL
UTILITY CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR
THE UTILITY CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL
FEES ASSOCIATED WITH CONNECTION CHARGES AND METERS.
7. SEE DETAIL P19 ON DRAWING CU501 FOR TYPICAL PIPE TRENCH DETAIL.
8. THE MINIMUM DEPTH OF COVER FOR ALL UTILITY PIPING SHALL BE 36
INCHES UNLESS INDICATED OTHERWISE.
a. WATER: 36 INCHES (12 INCH WATERLINES - 48 INCHES OF COVER)
b. FIRE PROTECTION: 42 INCHES
c. ELECTRICAL AND COMMUNICATION: 24 INCHES
d. ALL OTHER UTILITIES: 36 INCHES
9. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING
AND INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH
MAY INCLUDE VIDEO CAMERA INSPECTION.
10. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY
THE COR.
11. CONTRACTOR SHALL COORDINATE WITH WESTERN MUNICIPAL WATER
DISTRICT FOR ALL WORK ASSOCIATED WITH THE SANITARY SEWER AND
WATER SYSTEMS, AND WITH CITY LIGHT & POWER FOR ALL ELECTRICAL
WORK.
1. BYPASS PUMPING PLAN: THE CONTRACTOR SHALL PREPARE BYPASS
PUMPING PLANS FOR WORK PERFORMED ON SANITARY OR INDUSTRIAL
WASTE SYSTEMS. THE BYPASS PUMPING PLANS SHALL DESCRIBE IN
DETAIL THE FOLLOWING MINIMUM REQUIREMENTS FOR THE PROJECT.
A.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WASTEWATER
FLOWS 24 HOURS PER DAY AT ALL TIMES. THE BYPASS PUMPING PLANS
HALL IDENTIFY AND DESCRIBE ALL EQUIPMENT AND METHODOLOGIES
HAT WILL BE USED TO IMPLEMENT THE PLAN TO THE SATISFACTION OF
THE GOVERNMENT AND THE UTILITY AGENCY OWNING THE UTILITY.
B. THE CONTRACTOR SHALL PROVIDE PUMPING EQUIPMENT CAPABLE OF
MEETING THE PEAK FLOW RATES ANTICIPATED FOR EACH BYPASSED
SEGMENT. PROVIDE CERTIFICATION FROM PUMP SUPPLIERS THAT THE
PUMPING EQUIPMENT HAS BEEN TESTED PER ANSI-HI STANDARDS AND
PROVIDE THE CERTIFIED PUMP CURVES FOR EACH FLOW SCENARIO.
C.THE CONTRACTOR SHALL PROVIDE REDUNDANT PUMPING SYSTEMS
INCLUDING PUMPS, POWER SUPPLY AND CONTROL SYSTEMS ON-SITE
AND READY FOR IMMEDIATE DEPLOYMENT SHOULD A SYSTEM FAILURE
OCCUR ON BY-PASS PUMPING OPERATIONS SUCH AS SEWER LINES ETC.
THE REDUNDANT EQUIPMENT SHALL MEET THE CERTIFICATION
REQUIREMENTS OF THE PRIMARY EQUIPMENT.
D.THE BYPASS PUMPING SYSTEM SHALL UTILIZE A DUPLEX PUMP
ARRANGEMENT WITH A LEVEL-BASED PUMP CONTROL SYSTEM TO
OPERATE WITHIN A DESIRED FLOW LEVEL RANGE IN THE MANHOLE. THE
CONTROL SYSTEM SHALL INCORPORATE VISUAL AND AUDIBLE ALARMS
FOR PUMP FAILURE, PUMP OVERHEAT, HIGH WATER, HIGH-HIGH WATER,
AND LOW WATER ALARM LEVELS.
E. THE BYPASS PUMPING SYSTEM PIPES AND HOSES SHALL BE
PROTECTED FROM TRAFFIC. VEHICLES SHALL NOT BE PERMITTED TO
RIDE DIRECTLY OVER THE PIPES OR HOSES.
F. THE BYPASS PUMPING SYSTEM SHALL BE MONITORED AND OPERATED
BY CONTRACTOR PERSONNEL 24 HOURS PER DAY DURING PUMPING
OPERATION.
G.THE CONTRACTOR SHALL PREPARE AN ILLUMINATION PLAN AND
PROVIDE LIGHTING SYSTEMS TO ILLUMINATE THE BYPASS PUMPING
SYSTEM COMPONENTS TO A SAFE WORKING LEVEL AT ALL TIMES.
H.BYPASS PUMPING SYSTEM (PEAK FLOW RATES): PEAK FLOW IN
EXISTING 18-INCH DIAMETER SANITARY GRAVITY FLOW PIPELINE IS
ESTIMATED TO BE 1000 GPM.
1. ALL WATER LINES TO BE INSTALLED PER WESTERN MUNICIPAL WASTER
DISTRICT (WMWD) STANDARD DETAILS AND SPECIFICATIONS.
CONTRACTOR SHALL UTILIZE WMWD SPECIFICATIONS AND DETAILS.
2. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES,
BENDS, OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE
WMWD STANDARDS, SPECIFICATIONS, AND MANUFACTURER'S
RECOMMENDATIONS.
3. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND THE
EDGE OF PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE.
SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR
WATER PIPING.
4. FIRE HYDRANTS SHALL BE INSTALLED A MINIMUM OF 3.00 FEET AND A
MAXIMUM OF 6.00 FEET FROM EDGE OF PAVEMENT OR FACE OF CURB AND
A MINIMUM OF 1.00 FEET FROM EDGE OF SIDEWALK UNLESS INDICATED
OTHERWISE. A RADIUS OF 3.00 FEET AROUND HYDRANT SHALL BE KEPT
CLEAR FOR FIRE DEPARTMENT ACCESS. AREA BETWEEN CURB AND
HYDRANTS SHALL BE KEPT CLEAR OF OBSTRUCTIONS.
5. CONTRACTOR SHALL COORDINATE THE INSTALLATION, TESTING, AND
INSPECTION OF ALL DOMESTIC WATER AND FIRE WATER SYSTEMS WITH
THE ASSOCIATED UTILITY COMPANIES AND AGENCIES. SEE
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ON WATER UTILITY
TESTING AND INSPECTION.
1. ALL SANITARY SEWER LINES TO BE INSTALLED PER WMWD STANDARD
DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL UTILIZE WMWD
SPECIFICATIONS AND DETAILS.
2. ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE USING
6.00 INCH LINES UNLESS INDICATED OTHERWISE.
3. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE
BUILDING CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN
UTILITY STRUCTURES.
4. SEWER LINES SHALL BE INSTALLED A MINIMUM OF 10.00 FEET
HORIZONTALLY FROM ADJACENT WATER LINES UNLESS INDICATED
OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE
REQUIREMENTS FOR SANITARY PIPING.
5. SEWER LINES SHALL BE INSTALLED BELOW WATER LINES WITH A MINIMUM
VERTICAL SEPARATION OF 24 INCHES UNLESS INDICATED OTHERWISE.
CONTRACTOR SHALL FOLLOW WMWD SPECIFICATIONS & DETAILS FOR
ANY CONCRETE ENCASEMENT REQUIREMENTS.
6. IF MANHOLES ARE INDICATED ON SANITARY LINES, A 2.00 INCH DROP IN
ELEVATION BETWEEN THE INCOMING AND OUTGOING SEWER SHALL BE
PROVIDED IN EACH MANHOLE UNLESS INDICATED OTHERWISE. INVERT
FLOW CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH AND
UNIFORM SLOPE WITH GRADUAL TRANSITION SECTIONS.
1. ALL BURIED UTILITY STRUCTURES (MANHOLES, HANDHOLES, DRAINAGE
STRUCTURES, ETC.) CONSTRUCTED WITHIN APRONS WILL, AT A MINIMUM,
BE DESIGNED AS PROVIDED IN THE FOLLOWING PARAGRAPHS AND FOR
THE KC-46A AIRCRAFT GEAR LOADING CONFIGURATION (SEE TABLE THIS
SHEET).
2. LOAD BEARING PAVEMENTS AND PAVED SHOULDER AREAS. (TYPE A -
AIRCRAFT RATED)
A.FOR MANHOLE COVERS AND INLET GRATES AND FRAMES, DESIGN FOR
A 100,000 LB WHEEL LOAD WITH 250 PSI TIRE PRESSURE. HIGHER TIRE
PRESSURES SHOULD BE ASSUMED IF THE GOVERNING AIRCRAFT WILL
HAVE TIRE PRESSURE GREATER THAN 250 PSI.
B.FOR STRUCTURES WITH THEIR SHORTEST SPAN EQUAL TO OR LESS
THAN 2 FEET, DESIGN BASED ON A SINGLE WHEEL LOAD OF 120,000 LB
AT A CONTACT PRESSURE OF 250 PSI, OR A UNIFORM LIVE LOAD OVER
THE ENTIRE STRUCTURE OF 250 PSI, WHICHEVER IS GREATER.
C.FOR STRUCTURES WITH THEIR SHORTEST SPAN GREATER THAN 2 FEET,
DESIGN BASED ON THE MAXIMUM NUMBER OF WHEELS THAT CAN FIT
ONTO THE SPAN, CONSIDERING THE MAXIMUM GROSS WEIGHT OF A
KC-46A AIRCRAFT. IN NO CASE, HOWEVER SHOULD THE DESIGN BE
BASED ON COMPUTED STRESS CONDITIONS LESS THAN THOSE
CREATED BY A WHEEL LOAD OF 100,000 LB AT A CONTACT PRESSURE OF
250 PSI.
3. UNPAVED SHOULDER AREAS. (TYPE B - AIRCRAFT RATED)
A.FOR MANHOLE COVERS AND INLET GRATES AND FRAMES, DESIGN FOR
A 100,000 LB WHEEL LOAD WITH 250 PSI TIRE PRESSURE. HIGHER TIRE
PRESSURES SHOULD BE ASSUMED IF THE GOVERNING AIRCRAFT WILL
HAVE TIRE PRESSURE GREATER THAN 250 PSI.
B.FOR STRUCTURES WITH THEIR SHORTEST SPAN EQUAL TO OR LESS
THAN 2 FEET, DESIGN BASED ON A SINGLE WHEEL LOAD OF 50,000 LB AT
A CONTACT PRESSURE OF 250 PSI, OR A UNIFORM LIVE LOAD OVER THE
ENTIRE STRUCTURE OF 250 PSI, WHICHEVER IS GREATER.
C.FOR THE STRUCTURES WITH THEIR SHORTEST SPAN GREATER THAN 2
FEET, DESIGN BASED ON THE MAXIMUM NUMBER OF WHEELS THAT CAN
FIT ONTO THE SPAN, CONSIDERING THE MOST CRITICAL ASSIGNED
AIRCRAFT OPERATING AT ITS MAXIMUM GROSS WEIGHT. IN NO CASE,
HOWEVER, SHOULD THE DESIGN BE BASED ON A COMPUTED STRESS
CONDITIONS LESS THAN THOSE CREATED BY A WHEEL LOAD OF 50,000
LB AT A CONTACT PRESSURE OF 250 PSI.
4. OTHER AIRFIELD AREAS. (TYPE C - HS20 RATED)
A.BEYOND THE PAVED OR UNPAVED SHOULDER AREAS OF RUNAWAYS,
TAXIWAYS, TOWWAYS, HELIPADS, APRONS OR OVERRUNS,
UNDERGROUND STRUCTURES ARE NOT DESIGNED TO SUPPORT
AIRCRAFT WHEEL LOADS; HOWEVER THEY WILL BE DESIGNED TO
SUPPORT STANDARD TRUCK LOADS (AASHTO H20/HS20).
5. CONTRACTOR SHALL SUBMIT STRUCTURAL DRAWINGS, DESIGN
CALCULATIONS, AND WATERPROOFING METHOD, DESIGNED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA
FOR APPROVAL.
6. REGARDLESS OF LOCATION ON THE AIRFIELD, THE TOP SURFACE OF
MANHOLE COVERS, HANDHOLE COVERS, AND FRAMES WILL BE FLUSH
WITH THE GRADE, MAINTENANCE ACTION IS REQUIRED IF THE DROP-OFF
AT ANY EDGE OF THE STRUCTURE EXCEEDS 3 INCHES.
7. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION SHALL BE
FLUSH WITH FINAL GRADE. IF A MANHOLE IS LOCATED OUTSIDE OF
PAVEMENT AREAS, RIM ELEVATION SHALL BE 6.00" MINIMUM ABOVE
ADJACENT FINISH GRADE.
8. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR ELECTRICAL OR
COMMUNICATIONS MANHOLES/HANDHOLES STRUCTURES LOCATED IN
PEDESTRIAN AREAS, EASEMENT AREAS, AND AREAS WITH SPECIAL
SECURITY RESTRICTIONS. COORDINATE WITH THE CONTRACTING
OFFICER AND INSTALLATION SECURITY PRIOR TO INSTALLATION TO
ENSURE INSTALLATION SECURITY KNOWS HOW TO OPERATE THE
TAMPER-PROOF STRUCTURE.
9. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR STRUCTURES
LOCATED IN PEDESTRIAN AREAS, AND AREAS WITH SPECIAL SECURITY
RESTRICTIONS.
10. COVERS THAT MAY BE SUBMERGED SHALL BE WATERTIGHT.
11. ANY LIFT LOOPS FOR A UTILITY STRUCTURES SHALL BE GROUTED FLUSH
AFTER INSTALLATION.
12. PIPE MAY EXTEND 2.00" MAXIMUM BEYOND INTERIOR MANHOLE WALL.
US Army Corps of Engineers ®
SHEET ID
U S
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2:
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PM
HGR
CONSTRUCTION STAGING, MATERIAL STOCKPILING,
AND CONSTRUCTION TRAFFIC ON EXISTING AND NEW
PAVEMENTS:
BYPASS PUMPING NOTES (IF NEEDED BASED ON
CONTRACTOR SCHEDULE/ACTIVITIES:
UTILITY STRUCTURE NOTES
GEAR TIRE DATA
X (in.) Y (in.) % LOAD
CONTACT
PRESSURE (PSI)
CONTACT AREA
(IN.^2)
205.50 56.00 11.47 200 238.58
205.50 0.00 11.47 200 238.58
160.00 56.00 11.47 200 238.58
160.00 0.00 11.47 200 238.58
12.50 775.00 4.10 187 91.21 -12.50 775.00 4.10 187 91.21 -160.00 56.00 11.47 200 238.58 -160.00 0.00 11.47 200 238.58 -205.50 56.00 11.47 200 238.58 -205.50 0.00 11.47 200 238.58
VEHICLE DESIGNATION: KC-46A
STANDARD LOAD: 416,000 lbs.
MINIMUM LOAD: 273,000 lbs.
MAXIMUM LOAD: 416,000 lbs.
BYPASS PUMPING NOTES (IF NEEDED BASED ON
CONTRACTORS SCHEDULE/ACTIVITIES:
SANITARY UTILITY NOTES
UTILITY STRUCTURE NOTES (CONT'D)
AIRCRAFT GEAR LOADING
R . B
AR
U
TH
S.
L
U
EH
R S
L.
P
IN
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J.
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EN
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C O
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S
- 2
GC002
EROSION AND SEDIMENT CONTROL NOTES:
GENERAL UTILITY NOTES
WATER UTILITY NOTES
AM
EN
D
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T
D R
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IN
G R
EV
IS
IO
N
S
/1 7/
C E
R T
IF
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D F
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N
S U
B M
IT
T
A L
W
2Q R
R
_K C
-4 6A
_P la ns _V ol 1-
LEGEND
ASPHALT PAVEMENT REMOVAL
CONCRETE REMOVAL
CURB AND/OR CURB AND
GUTTER REMOVAL
UNDERGROUND UTILITY REMOVAL
PAVEMENT MARKING REMOVAL
SAW CUT PAVEMENT FULL DEPTH
CONTRACTOR WORK LIMITS
MISCELLANEOUS REMOVAL
BUILDING DEMOLITION
GRAVEL REMOVAL
G G
D
SDMH
RIM
: 1
6.0
IN
V:
U U
L
UUL
COMCOMCOMCOMCOM
C O
M
COM
SS
SS
SS
COM COM COM
SD
SD
SD
SD
SD
SD SD SD SD
G G G G G
W
G
COM
COMCOM
COMCOMCOM
COMCOM
COMCOM
PET PET PET PET PET PET PET PET PET PET PET
PE
T
PETPETPETPETPET
WWWWWWWWW
SS SS SS SS
COM COM
D
SDMH
RIM
: 1
4.9
IN
V:
W
W W W W
COM COM COM COM
EEEEEE EEEEEEEEEEE
E
E
E
E
EE
E
E
E
E
E
C
TLMH 270
RIM: 1503.55
INV:
C TLM
H 26
RIM
: 1
5.9
IN
V:
CO 15
.21
SSCO
CO 15
.73
SSCO
CO
.83
SSCO
CROSS W
ALK
.62
CROSS W
ALK
.18
CROSS W
ALK
.20
CROSS W
ALK
.64
FNC B 15
.86
FNC E 15
.16
FNC B 15
.16
FNC 15
.10
FNC E 15
.29
DD
S C
GM
W
U U
W
S C
.89
VENT PIPE
.19
VENT PIPE
U UVT B 15
.55
U U U
.60
IFW
.6
7IN
B
.76
IFW
.6
7IN
E
.92
IFW .6
7IN
B
.86
IFW .6
7IN
E
U
U
U UVT 15
.48
U
U UVT B 15
.50
U
U
U
HCR 15
.85
HCR 15
.85
EE
E E
PI
GM
CHK 15
.86
C
C C
C
C
C
C
U U
U
U 15
.95
POWER POLE
CCCCCC
C
C
CC
U U
U
U
U
DD S DD
C C C
C
D
SD M
ANHOLE
RIM
: 1
6.0
PIPE A: 5
4"
CONC D
IR
: N
IN
V: 1
4.0
PIPE B: 5
4"
CONC D
IR
: W
IN
V: 1
4.1
.27
FUEL P
IT
E
W
C C
C C
W
W
C
C
.88
POWER POLE
.41
POWER POLE
VGR C
L 8
. B
.14
VGR C
L 8
. E
.57
CB B 15
.06
CB E 15
.06
.09
POWER POLE
.47
FUEL T
ANK LI
D
ECGR
C
C
C
C C
C
C
C
C C
C C
C
CHK 15
.88
.80
POWER POLE
.44
POWER POLE
D
SD M
ANHOLE
RIM
: 1
4.9
PIPE A: 1
8"
CONC D
IR
: W
IN
V: 1
7.1
PIPE B: 1
8"
CONC D
IR
: W
IN
V: 1
7.1
PIPE C
: 1
8"
CONC D
IR
: E
IN
V:14
.04
S C
DD
G
E E
EE
DD
SS
S
SANITARY SEWER M
ANHOLE
RIM
: 1
6.6
PIPE A: 3
6"
CONC
DIR
: N
IN
V: 1
6.2
PIPE B: 6
" V
CP
DIR
: E
IN
V: 1
9.4
PIPE C
: 3
6"
CONC D
IR
: S
IN
V: 1
6.2
S
W
GRAEBER STREET
CO
M
M
CO
M
M
CO
M
M
CO
M
M
W W
W W
W W
W W
E E
E E
C O
M M
WWWWWWWWWW
W W
W W
W
W W W W W W WW W W W W W W W W W WWWWWWWWWWWWWWWW
W W
W W
W
W
W
W
W
W
W W
W W
W W
W W
SA
N
SA
N
SA
N
G
AS
G
AS
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F
FFFFFFFFFFFFFFFFFFFFFFFF
EEEEEEEEEEEEEEEEEEE
E E
E E
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E
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E E
E E
E
E E E E E E
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
COMM
CO
M
M
COMM COMM
C O
M M
C O
M M
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP EP EP EP EP
X X
X
EP
XX
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
D
SD SD SD SD SD SD
SS SS SS
SD
SD
SD
D
D
S
SANITARY SEWER M
ANHOLE
RIM
: 1
7.2
PIPE A: 8
" C
ONC D
IR
: N
IN
V: 1
7.4
PIPE B: 8
" C
ONC D
IR
: E
IN
V: 1
7.5
PIPE C
: 8
" C
ONC D
IR
: S
IN
V: 1
7.3
WWW
W
W
W
W W W W
W W
W W
E
FDC
SD M
ANHOLE
RIM
: 1
7.7
PIPE A: 5
5"
CONC D
IR
: N
IN
V: 1
5.7
PIPE B: 1
2"
CONC D
IR
: N E
IN
V: 1
5.6
PIPE C
: 1
2"
CONC D
IR
: E
IN
V: 1
5.6
PIPE D
: 5
5"
CONC D
IR
: S
IN
V: 1
5.8
SD M
ANHOLE
RIM
: 1
7.3
PIPE A: 3
6"
CONC D
IR
: W
IN
V: 1
5.6
PIPE B: 2
4"
CONC D
IR
: E
IN
V: 1
5.7
PIPE C
: 3
6"
CONC D
IR
: S
IN
V: 1
5.6
W
U
UVT B 15
.24U
UVT 15
.20
U
UVT 15
.22
U
UVT C
LS
.22
.26
VENT PIPE
.22
VENT PIPE
U
UVT B 15
.86
U
UVT 15
.84
U
UVT 15
.86
U
UVT C
LS
.90
COMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMM
.90
TLV
T B
.04
TLV
T
.97
TLV
T
.89TLV
T C
LS
C
CMVT B 15
.57
C
CMVT 15
.55C
CMVT 15
.53
C
CMVT C
LS
.54
.52
TLV
T B
.52
TLV
T
.53
TLV
T
.55TLV
T C
LS C COMM COMM COMM COMMCC
SS
.07
PUMP M
OTOR
S
SANITARY SEWER M
ANHOLE
RIM
: 1
7.0
PIPE A: U
NKNOWN D
IR
: N
IN
V: B
ELO
W W
ATER LE
VEL
PIPE B: 8
" P
VC D
IR
: N E
IN
V: 1
4.0
PIPE C
: U
NKNOWN D
IR
: S
IN
V: B
ELO
W W
ATER LE
VEL
PIPE D
: 8
" P
VC D
IR
: S
W
IN
V: 1
5.3
S
SANITARY SEWER M
ANHOLE
RIM
: 1
7.0
PIPE A: 8
" D
I
DIR
: N E
IN
V: 1
1.0
PIPE B: 8
" D
I
DIR
: S W
IN
V: 1
1.0
CO
.50
SSCO
S C
COMM COMM COMM COMM COMMC
TLM
H
RIM
: 1
4.9
IN
V:
U
UMH 15
.70
CMCD 4I
N 15
.20
C
C
CC
TLM
H
RIM
: 1
7.6
CCCC
CC
C
C
TLM
H
RIM
: 1
4.9
SS
SD
SD
E
E E
E
E E
E E
E
.68
IFW .6
7 B
.87
IFW
.6
.03
IFW
.6
.81
IFW .6
7 E
FNC B 15
.78
FNC E 15
.29
.22
IFW .6
7 B
DD
C
CMVT B 15
.05
C
CMVT 15
.08
C
CMVT 15
.07C
CMVT C
LS
.04
E
ECMH
RIM
: 1
5.2
.56
SDDI B
.54
SDDI
.57
SDDI
.54
SDDI C
LS
SD C
ATCH BASIN
RIM
: 1
3.5
PIPE A: 2
4"
CONC D
IR
: S
IN
V: 1
0.0
W W
COMM
SD
G G G G G
EP
EP
C
CMVT B 15
.18
C
CMVT 15
.24
C
CMVT 15
.30
C
CMVT C
LS
.28
GM
WTPI 1
2 1
7.6
FNC/AC 15
.10
GM
G
C
TLM
H 26
9B
RIM
: 1
7.6
IN
V:
GG
W
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SD M
ANHOLE
RIM
: 1
6.4
PIPE A: I
NACCESSIBLE
C
ONC D
IR
: N
IN
V: 1
4.9
PIPE B: I
NACCESSIBLE
C
ONC D
IR
: N
IN
V: 1
5.0
CO 15
.13
SSCO
S C
C O
M M
C
SANITARY SEWER M
ANHOLE
RIM
: 1
6.6
PIPE A: 3
6"
CONC D
IR
: N
IN
V: 1
6.2
PIPE B: 6
" V
CP D
IR
: E
IN
V: 1
9.4
PIPE C
: 3
6"
CONC D
IR
: S
IN
V: 1
6.2
W
W
18" SS 18" SS 18" SS
36" SD 36" SD 36" SD
UE UE
6" W
6" W
6" W 6" W 6" W18" SD
UE
UC UC UC UC
UE UE UE
8" W
18" SS
48" SD
UE
UC
6" W
UC
6" W
6" W
6" W
N: 2268650.91 E: 6258676.91
N: 2268279.16 E: 6258899.24
N: 2268219.20 E: 6258922.93
N: 2268121.50 E: 6258738.67
N: 2268506.33 E: 6259026.62
N: 2268383.50 E: 6258879.59
CONNECT TO
NEW WATERLINE
N: 2268169.81 E: 6258756.12
CONNECT TO NEW
SANITARY SEWER LINE
N: 2268356.28 E: 6258875.22
N: 2268193.08 E: 6258633.20
N: 2
.00E: 6259000.00
E: 6259000.00
N: 2
.00
N: 2
.00
N: 2
.00
N: 2
.00
E: 6258500.00
E: 6258500.00
CONNECT TO
NEW SDMH
N: 2268746.60 E: 6258724.43
CONNECT TO
NEW SANITARY LINE
N: 2268701.80 E: 6258745.89
N: 2268600.69 E: 6258901.32
N: 2268650.09 E: 6258853.49
CONNECT TO NEW
STORM DRAIN MANHOLE
N: 2268374.05 E: 6258832.00
N: 2268477.08 E: 6258997.08
CAP END OF
ELEC DUCT
N: 2268302.44 E: 6258922.97
CONNECT TO
NEW GAS LINE
N: 2268535.71 E: 6258930.16
CONNECT TO
NEW GASLINE
N: 2268654.79 E: 6258826.53
CAP LINE
AT TEE
N: 2268332.13 E: 6258924.44
REMOVE TEE AND
INSTALL 90° ELBOW
N: 2268196.98 E: 6258782.18
N: 2268465.10 E: 6258961.09
CAP END OF
COMM DUCT
N: 2268268.83 E: 6258914.51
N: 2268174.04 E: 6258792.10
N: 2268156.34 E: 6258809.57
N: 2268138.67 E: 6258791.74
N: 2268210.60 E: 6258650.92
N: 2268694.64 E: 6258791.43
CONNECT 6" EXISTING
WATER TO NEW WATERLINE
N: 2268586.46 E: 6258901.77
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
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F
EN
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IN
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D R
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D
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C R
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TI
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Pl ot
D at e:
2 4 6 8 10 12 14 16 18
M
K
H
F
D
B
P
Q
R
S
T
U
V
W
X
20 21 22 23 24 25 26
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D C
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BU
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N S
AN
D
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N
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L
W
AR
D
P
AR
KW
AY
K
AN
SA
S C
IT
Y
M O
, 6
1/
/2
7:
:5
AM
HGR
KEY PLAN
NTS
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R KC
A
KC
5R
TOW ONLY
TOW ONLY
TO
W ONLY
TO
W
ON
LY
TOW ONLY
TOW ONLY
1 2
3 4
8 8
20' 40'0
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
D
FO
R C
O N
TI
N
U
AT
IO
N
MATCHLINE - SEE SHEET CD104 FOR CONTINUATION
A1 ENLARGED DEMOLITION PLAN - 2
SCALE: 1"=20'
GENERAL SHEET NOTES
REMOVE STORM DRAIN INLET
REMOVE
SANITARY
SEWER LINE
FUT
BLDG 1244
BLDG 1246
SAWCUT (FULL DEPTH)
REMOVE WATERLINE
PLAN
NORTH
1. SEE SHEET GC001 FOR GENERAL DEMOLITION NOTES.
2. EXISTING SANITARY SEWER LINES ARE ASBESTOS CEMENT LINED AND EXISTING
WATER LINES ARE ASBESTOS CEMENT AND PRE-STRESSED CONCRETE PIPE
ALONG GRAEBER ST AND AT VARIOUS CONNECTION POINTS WITH NEW WATER
LINES. THESE PIPES REQUIRE ABATEMENT PER STATE AND FEDERAL
REGULATIONS.
3. SEE SHEET CD501 FOR INFORMATION ON EXISTING PAVEMENT SECTIONS.
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
D
FO
R C
O N
TI
N
U
AT
IO
N
SAWCUT
SAWCUT
DOUBLE SAWCUT
AT EXISTING JOINTS
REMOVE GRAVEL
REMOVE FENCE
AND WALL
REMOVE ALL EXTERIOR
MECHANICAL/ELECTRICAL
EQUIPMENT
(TYP OF EXISTING)
REMOVE WALL
ASPHALT
FLIGHTLINE ROAD
REDLINE/DOUBLE
YELLOW EDGE LINE
225.08
REMOVE BURIED OIL
WATER SEPARATOR TANK
(SEE CD510 FOR AS-BUILT)
PUMP OUT OIL WATER
SEPARATOR AND GROUT FILL
(SEE CD510 FOR AS-BUILT)
GRAVEL/GRASS
REMOVE LIGHT POLE
POV
PARKING
SAWCUT AT CONCRETE GUTTER LINE
ASPHALT
ASPHALTASPHALT
TANK
TANK
FUEL HYDRANT PIT
SD
SEE FUT PROJECT
DRAWINGS FOR
ADDITIONAL
DEMOLITION
HH 124
HH 125
REMOVE STRIPING
REMOVE SEWER LINE/PLUG AT PAVEMENT
EDGE, GROUT FILL TO CLEANOUT
MH 270
MH 269
MH 269A
MH 269B
CO
CO
X FORMER
REMOVE 6" W
UE UE
R . B
AR
U
TH
S.
L
U
EH
R S
L.
P
IN
S
J.
K
LI
LA
R G
ED
D
EM
O
LI
TI
O N
P
LA
N
CD102
REMOVE GAS LINE
REMOVE EXISTING COMM
CABLES, INSTALL NEW CABLES
IN EXISTING DUCTBANK
TWO - 18" SD
FIREWATER LINE REMOVE FROM HANGAR
UNDERGROUND TO ABOVE GRADE TEE AT
FIRE PUMP HOUSE, FLANGE, AND CAP
CONNECT TO 60" SD
BLDG
A11
CP501
DO NOT BLOCK EXTERIOR DOOR ACCESS
WATER VALVE
VAULT - DO NOT
DISTURB
WATER VALVE
VAULT - DO NOT
DISTURB
CONNECT 6"
EXISTING WATER TO
NEW WATERLINE
AM
EN
D
M
EN
T
D R
AW
IN
G R
EV
IS
IO
N
S
/1 7/
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
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IT
T
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W
2Q R
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FH
SSMH MANHOLE
STORM DRAIN INLET
FIRE HYDRANT
CLEAN OUT
STORM DRAIN
GAS LINE
WATER LINE VALVE
SANITARY SEWER LINE
WATER LINE
ELEC DUCTBANK
CONTRACTOR WORK LIMITS
COMMUNICATIONS DUCTBANK
A1
CU502
J19
CU501
LEGEND
A1
CU503
S
CURB INLET
A20
CU503
CB
CI
CO
H1
CU503
COMM
ELEC
UNDERDRAIN
INDUSTRIAL WASTE
SS
G
SD
UD
IW
W
S
XXX
X
X X
X X
X
XX
X
XXXXXXX
X
X
X
X
X X
X X
X
X X X
X X
X X
X
X X
X X
X
X X XXXX X
EXISTING 6"
WATER LINE
W W
W W W W W W W
W
W
W
W W
W W
W W
W W
W W
W W
W W
W W
W
SD SD SD
SD
SD
SD
SD
SD
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
GAS
GAS
GAS
GAS
GAS
G
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COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
COMM
COMM COMM COMM COMM COMM COMM COMM COMM
WWWWWWWWWWWWW
W
W
W
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7+008+00
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16+0017+0018+00
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C I
C I
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D-
10+00
11+00 12+00
10+00
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15+00 16+0012" W2
12" W1
18" SS-1
48" SD-1
CO
CO
CB
CB
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V: 60
CCC
C
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SDDI
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SDDI
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SDDI C
LS
.28
IFW .6
7 E
W
TBW 15
.62
TFW 15
.55
TFW E 15
.59
TBW BC 15
.62
TBW O
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.68
TBW E
C 15
.72
TBW E 15
.67
VGR C
L 8
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.14
VGR C
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.05
DD
.24
POWER POLE
TBW 15
.15
TBW 15
.19
TBW 15
.16
TBW 15
.02
G
W
TBW 15
.00
TBW 15
.16
TBW 15
.33
TBW 15
.51
TBW 15
.70
TBW 15
.97
TFW B 15
.12
TBW B 15
.09
TBW 15
.28
TFW 15
.34
TBW 15
.34
TFW 15
.46
TFW 15
.63
TBW 15
.65
TBW E 15
.41
TFW E 15
.43
E E
.89
RAD TOWER LE
G
.91
RAD TOWER LE
G
.92
RAD TOWER LE
G
.93
RAD TOWER LE
G
W
.75
RAD TOWER LE
G
.80
RAD TOWER LE
G
.78
RAD TOWER LE
G
.60
RAD TOWER LE
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W
W
W
W W
W
W
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POWER POLE
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POWER POLE
C C
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TFW B 15
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TBW 15
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TFW 15
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TBW 15
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DD
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IFW .6
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C
C
C
C
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ECMH
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: 1
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W
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SDDI
.47
SDDI
.44
SDDI C
LS
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ECMH
RIM
: 1
7.3
C
CMVT B 15
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C
CMVT 15
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C
CMVT 15
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C
CMVT C
LS
.17
S
SANITARY SEWER M
ANHOLE
RIM
: 1
7.1
PIPE A: 1
8"
CONC D
IR
: N
IN
V: 1
9.0
PIPE B: 6
" V
CP D
IR
: E
IN
V: 1
9.9
PIPE C
: 1
8"
CONC D
IR
: S
IN
V: 1
8.7
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LU
G
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D
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IT
W
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WTVT 15
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WTVT 15
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LS
.27
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CHK 15
.27
NO FEATURE C
ODE
D
SD M
ANHOLE
RIM
: 1
4.9
PIPE A: 1
8"
CONC D
IR
: W
IN
V: 1
0.7
PIPE B: 1
8"
CONC D
IR
: N E
IN
V: 1
0.8
SD
G
G
D
BLDG 1210
GRAEBER ST
BLD
G
6" SS-1
SSMH4
N: 2268936.07 E: 6258518.50
48" SD-1
" S
D -1
" S
D -1
144136
138 139 145
160147137
133 161132
158154 155
156 157
140 142141
131115
SDI4
N: 2268670.78 E: 6258235.09
SDCI1
N: 2268887.38 E: 6258389.33
SDI3
N: 2268573.28 E: 6258329.73
SDI5
N: 2268755.73 E: 6258322.61
SDMH2
N: 2268842.83 E: 6258366.96
SDCI2
N: 2268986.63 E: 6258491.58
MH
MH0+00 1+00
2+
3+00 4+00 5+00
E: 6258500.00
N: 2
.00
N: 2
.00
N: 2
.00
N: 2
.00
E: 6258000.00
E: 6258500.00
E: 6258000.00
E: 6258500.00
S
CB
EXISTING
6" WATER
CONNECT TO EXISTING
COMM HH120
N: 2268937.16 E: 6258258.43
CMH1
N: 2268847.72 E: 6258344.27
FH4
N: 2268669.95 E: 6258314.77
WITH 2 BOLLARDS
" S
S-
FH7
N: 2268788.02 E: 6258359.82
WITH 2 BOLLARDS
COMM1
SSMH6
N: 2268792.73 E: 6258370.82
SSCO5
N: 2268769.10 E: 6258393.76
CMH2
N: 2268707.63 E: 6258253.04
EXISTING 6"
WATER LINE
SSMH5
N: 2268829.16 E: 6258408.35
CONNECT TO
EXISTING 18" SS
FH1
N: 2268921.35 E: 6258580.84
SDI8
N: 2268859.39 E: 6258614.95
CB
SDI6
N: 2268883.88 E: 6258332.40
INSTALL INLET ON
EXISTING 36" SD
48" SD-1
SEE ELEC
DRAWING 101
N: 2268877.48 E: 6258703.11
SDCO1
N: 2268589.28 E: 6258391.55
8" SD3
EXISTING 6"
WATER LINE
EXISTING 6"
WATER LINE
2" NG1
CONNECT TO 2" G
45° BEND
N: 2268827.04 E: 6258659.35
EXISTING 6"
WATER LINE
COMM1
4" W4
S
M H
EL
EC
4" - 45° WYE FITTING (TYP)
2" G
36" SD
6" W
6" W
FH
2" G
6" W
IWMH3
N: 2268564.67
E: 6258405.18 10" IW2
6" W5
18" SD
N: 2268820.26 E: 6258641.45
12" W
S
18" SD-2
45° BEND
N: 2268662.10 E: 6258277.92
12" X 12" X 6" TEE
WITH VALVE
N: 2268768.38 E: 6258378.88
45° BEND
N: 2268670.52 E: 6258278.05
12" X 12" X 6" TEE
WITH VALVE
N: 2268647.73 E: 6258291.88
CONNECT TO
EXISTING 6" W 45° BEND
N: 2268818.25 E: 6258680.70
12" X 12" X 6" X 4"
CROSS
N: 2268815.45 E: 6258677.82
45° BEND
N: 2268937.11 E: 6258552.72
45° BEND
N: 2268937.00 E: 6258559.85
45° BEND
N: 2268940.96 E: 6258582.21
12" X 12" X 12"
WITH VALVES
N: 2268927.86 E: 6258568.72
CONNECT NEW 12"
PIPE TO EXISTING PIPES WITH
12" X 12" X 6" X 6" CROSS
REMOVE EXISTING TEE AND REDUCER
N: 2268951.64 E: 6258579.44
45° BEND
N: 2268948.66 E: 6258582.33
90° BEND
N: 2268799.23 E: 6258680.67
90° BEND
N: 2268809.00 E: 6258671.18
6" UD 6" UD
EXISTING FIRE
HYDRANT - DO
NOT DISTURB
US Army Corps of Engineers ®
SHEET ID
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M
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20 21 22 23 24 25 26
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, 6
9/
/2
1:
:2
PM
HGR
KEY PLAN
NTS
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R
KC
A
KC
5R KC
A
KC
5R
TOW ONLY
TOW ONLY
TO
W ONLY
TO
W
ON
LY
TOW ONLY
TOW ONLY
1 2
3 4
8 8
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
FO
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O N
TI
N
U
AT
IO
N
A1 ENLARGED UTILITY PLAN - 1
SCALE: 1"=20'
PLAN
NORTH
EXISTING 12"
SANITARY SEWER
EXISTING 18"
SANITARY SEWER
COMM MH268
EXISTING 36"
STORM DRAIN
TRENCH DRAIN
20' 40'0
BFP
WATER
METER
TRANSFORMER
SEE ELECTRICAL
DRAWING ES101
AIRCRAFT WASH
AND MAINTENANCE
BAY
HAZMAT
STORAGE
GENERATOR
SEE
ELECTRICAL
DRAWING
ES101
GENERAL SHEET NOTES:
1. SEE NOTES ON CU100.
2. SEE WMWD WATER AND SANITARY SEWER PERMIT DRAWINGS INCLUDED IN THE
DRAWING PACKAGE FOR ALL CONSTRUCTION RELATED TO THE WATER AND
SEWER PIPING SYSTEMS.
3. SEE ES101 AND TS101 FOR ADDITIONAL INFORMATION ON THE ELECTRICAL AND
TELECOMMUNICATION LINES.
4. SEE SHEETS CU201-CU207 FOR UTILITY PROFILES.
5. FIRE HYDRANTS AND WATER LINES BEING FLUSHED TO BE DISCHARGED IN GRASS
AREAS WITH USE OF HOSE AND DECHLORINATOR ON THE HOSE END.
6. CONTRACTOR TO INSTALL GAS LINES, GAS SERVICE LINES, GAS METER,
REGULATOR AND BUILDING CONNECTION. COORDINATE TAPPING CONNECTION TO
MAIN GAS LINE WITH SoCalGas COMPANY AND FOLLOW ALL SOUTHERN CALIFORNIA
GAS COMPANY GUIDELINES AND REQUIREMENTS FOR ALL GAS LINES AND
EQUIPMENT INSTALLATIONS.
CAP/PLUG
COMM/ELEC DUCTS
SEE ES101 FOR
ADDITIONAL
INFORMATION
CONNECT TO
BLDG 4" SERVICE
LINE
INSTALL LARGE DEGREE
BENDS (30° MIN)
CONNECT TO SDDI
A20
CU503
A20
CU503
H19
CU501
A1
CU504
A1
CU504 A1
CU504
R . B
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L.
P
IN
S
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LI
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TI
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TY
P
LA
N
CU101
H1
CU503
SEE TS101 FOR
ADDITIONAL
INFORMATION
INV = 1501.00 6" UD
H19
CU501
CONNECT
UNDERDRAIN PIPES
TO INLET INV = 1500.50
AM
EN
D
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EN
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D R
AW
IN
G R
EV
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IO
N
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W W
W W
W
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W W
W W
W
W
W
W
W
W
W W
W W
W W
W W
SA
N
SA
N
SA
N
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C O
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C O
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COMM
COMM
COMM
COMM
CO
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COMM COMM
C O
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C O
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0+001+002+003+004+005+006+00
10+00
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12+0013+0014+0015+00
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CB D
13+00 14+00 15+00
16+00
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18+00
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S-
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CO
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IN
V:
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RIM: 1503.55
INV:
C TLM
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RIM
: 1
5.9
IN
V:
CO 15
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SSCO
CO 15
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SSCO
CO
.83
SSCO
CROSS W
ALK
.62
CROSS W
ALK
.18
CROSS W
ALK
.20
CROSS W
ALK
.64
FNC B 15
.86
FNC E 15
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FNC B 15
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FNC 15
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FNC E 15
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DD
BUILD
IN
G FIN
ISHED FLO
OR 15
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BUILD
IN
G FIN
ISHED FLO
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WTPI 1
2IN
B 15
.57
WTPI 1
2IN
B 15
.56
WTPI 1
2IN
B 15
.74
WTPI 1
2IN
.12
WTPI 1
2IN
TEE 15
.40
WTPI 1
2IN
.75
WTPI 1
2IN
E 15
.17
WTPI 1
0IN
B 15
.71
WTPI 1
0IN
TEE 15
.56
WTPI 1
0IN
E 15
.67
WTPI 1
0IN
.46
WTPI 1
0IN
TEE 15
.63
WTPI 1
0IN
.47
WTPI 1
0IN
BLD
G E 15
.98
WTPI 1
0IN
.74
WTPI 1
0IN
.76
WTPI 1
0IN
TEE 15
.80
WTPI 1
0IN
.71
WTPI 1
0IN
/12
IN
TEE 15
.51
U
WTPI 1
2@
BLD
G B 15
.38
WTPI 1
2 I
N 15
.59
WTPI 1
2 I
N TEE 15
.62
WTPI 1
2 I
N 15
.66
WTPI 1
2 I
N 15
.62
WTPI 1
2 I
N 15
.62
WTPI 1
2 I
N@
BLD
G E 15
.46 U
WTPI 1
0IN
E 15
.63
S C
.89
VENT PIPE
.19
VENT PIPE
U UVT B 15
.55
U U U
.60
IFW
.6
7IN
B
.76
IFW
.6
7IN
E
.92
IFW .6
7IN
B
.86
IFW .6
7IN
E
U
U
U UVT 15
.48
U
U UVT B 15
.50
U
U
U
WTPI 1
0IN
B 15
.71
WTPI 1
0IN
E 15
.83
TBW B 15
.84
TFW B 15
.92
TBW 15
.77
TFW 15
.86
TFW 15
.84
TBW 15
.80
TBW 15
.73
TFW 15
.83
TFW 15
.75
TBW 15
.72
TBW 15
.68
TFW 15
.72
TFW 15
.72
TBW 15
.58
TBW 15
.60
TFW 15
.74
TFW 15
.61
TBW 15
.52
TBW 15
.48
TFW 15
.58
HCR 15
.85
HCR 15
.85
TFW 15
.32
TBW 15
.44
TBW 15
.42
TFW 15
.36
TFW 15
.46
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PI
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CHK 15
.86
C
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C
C
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U
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U
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C
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RIM
: 1
6.0
PIPE A: 5
4"
CONC D
IR
: N
IN
V: 1
4.0
PIPE B: 5
4"
CONC D
IR
: W
IN
V: 1
4.1
.27
FUEL P
IT
E
C C
C C
W
C
C
.88
POWER POLE
.41
POWER POLE
VGR C
L 8
. B
.14
VGR C
L 8
. E
.57
TBW B 15
.59
TBW BC 15
.69
TBW O
C 15
.64
TBW EC 15
.61
TFW B 15
.50
TBW 15
.64
TFW 15
.56
TFW 15
.63
TBW 15
.66
CB B 15
.06
CB E 15
.06
.09
POWER POLE
W
WTVT B 15
.18
W
WTVT 15
.23
W
WTVT 15
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W
WTVT C
LS
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.47
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ANK LI
D
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C C
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WTVT 15
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WTVT 15
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POWER POLE
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POWER POLE
D
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RIM
: 1
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PIPE A: 1
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: W
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V: 1
7.1
PIPE B: 1
8"
CONC D
IR
: W
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V: 1
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PIPE C
: 1
8"
CONC D
IR
: E
IN
V:14
.04
NO FEATURE C
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.50
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NO FEATURE C
ODE
.25
CL D
OOR 36
IN
NO FEATURE C
ODE
.28
CL D
OOR 84
IN
S C
DD
NO FEATURE C
ODE
.72
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G
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NO FEATURE C
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.44
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DD
NO FEATURE C
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FT
NO FEATURE C
ODE
.56
CL D
OOD 36
IN
TRENCH B 15
.03
TRENCH E 15
.96
TRENCH B 15
.96
TRENCH 15
.78
TRENCH 15
.15
TRENCH 15
.15
TRENCH 15
.18
TRENCH 15
.16
TRENCH 15
.97
TRENCH E 15
.00
TRENCH BOTTOM -4
.55
.14
TRENCH BOTTOM -4
.96
.15
SS
S S
W
GRAEBER STREET
D
S
C
ID
D
D
BLDG 1244
FUT PROJECT
SSMH2
N: 2268483.38 E: 6258957.88
8" SD48" SD3
TANK
TANK
C O
S
332330
401501
301 309
305 307
213212
1/2" / 1'-0"
SDMH1
N: 2268044.01 E: 6258843.44
SDI1
N: 2268266.79 E: 6258627.21
SDI2
N: 2268424.18 E: 6258474.45
18" SS-1
SDMH3
N: 2268374.05 E: 6258832.00
CONNECT TO 48" RCP SD
" S
D -2
SDMH4
N: 2268466.57 E: 6258927.32
SDMH5
N: 2268495.42 E: 6258928.52
18" SS-1 12" W1
12" W1
6" SS-36" SS-2
12" W1
36" SD-2
18" SS-1
MH
MH
6+00 7+00 8+00 9+00 10+00
+0
12+00
N: 2
.00
E: 6258500.00
E: 6258500.00
N: 2
.00E: 6259000.00
E: 6259000.00
N: 2
.00
N: 2
.00
E: 6259000.00
E: 6258500.00
CO
CB
FH6
N: 2268292.17 E: 6258677.88
WITH BOLLARDS
FH3
N: 2268527.29 E: 6258963.07
" S
D -2
" S
D -2
SDI7
N: 2268746.60 E: 6258724.43
CONNECT TO
2 - 18" PIPES
SDMH6
N: 2268723.44 E: 6258707.20
COMM1
CMH3
N: 2268155.09 E: 6258789.83
COMM1
SSCO4
N: 2268682.86 E: 6258724.37
FH2
N: 2268751.09 E: 6258745.21
48" SD-1 48" SD-148" SD-1
6" SS-5
10+0010+16.49
10+0010+21.22
6" SS-4
SSCO2
N: 2268438.83 E: 6258888.30
SSCO1
N: 2268412.45 E: 6258854.34
FH8
N: 2268373.72 E: 6258875.18
WITH 2 BOLLARDS
FH5
N: 2268462.37 E: 6258513.78
WITH 2 BOLLARDS
SSMH3
N: 2268701.80 E: 6258745.89
CONNECT TO
EXISTING 18" SS
SDCI3
N: 2268447.91 E: 6258945.44
8" SD3 8" SD4
MH
CO
D
SSCO3
N: 2268583.17 E: 6258821.56
RAISED
FUT
PALLET
STORAGE
SHELTER
- TOP
1510.00
SDCO4
N: 2268329.87 E: 6258643.33
SDCO3
N: 2268448.27 E: 6258528.41
SDCO2
N: 2268470.65 E: 6258506.68
8" FW1
2" NG1
COMM2
TEE WITH VALVE
N: 2268600.06 E: 6258879.65
CONNECT TO
EXISTING GAS
N: 2268535.71 E: 6258930.16
6" WATER
2" NG2
S S
S
6" WATER
12" X 12" X 6" TEE
AND VALVE
N: 2268748.63 E: 6258742.68
4"- 45° WYE FITTING (TYP)
" I
W
10" IW2
D
CB
SSS
DV1
N: 2268247.75 E: 6258712.78
IWMH1
N: 2268254.44 E: 6258706.29
IWMH5
N: 2268230.96 E: 6258729.09
IWMH4
N: 2268289.19 E: 6258742.10
IWMH2
N: 2268497.67 E: 6258470.21
10" IW2
SDI9
N: 2268372.29 E: 6258913.64
2" NG1
CMH4
N: 2268171.81 E: 6258909.83
SDMH7
N: 2268332.51 E: 6258872.27
CONNECT TO
48" RCP PIPE
6"
N: 2268498.84 E: 6258937.42
N: 2268719.94 E: 6258775.77
N: 2268725.67 E: 6258733.24
D
SDMH8
N: 2268578.33 E: 6258848.05
FES2
N: 2268550.52 E: 6258913.36
18" SD
16" SD6
6" W7
6" W6
10" IW3
FES1
N: 2268580.06 E: 6258884.68
FES3
N: 2268584.90 E: 6258854.82
18" SD-2
S S
CO S
SSMH1
N: 2268380.71 E: 6258852.10
CONNECT TO
EXISTING 18" SS
SSMH9
N: 2268306.43 E: 6258806.84
SSCO6
N: 2268337.27 E: 6258776.89
8" S
S2 8"
S S2
10" IW2
6" SS7
12" X 12" X 6" TEE
N: 2268271.93 E: 6258657.02
12" X 12" X 6" TEE
WITH 3 VALVES
N: 2268186.13 E: 6258740.39
45° BEND
N: 2268478.50 E: 6258969.77
45° BEND
N: 2268483.77 E: 6258969.85
45° BEND
N: 2268532.00 E: 6258923.04
45° BEND
N: 2268562.35 E: 6258923.49
12" X 12" X 6" TEE
WITH VALVE
N: 2268441.48 E: 6258492.28
12" X 12" X 6" TEE
N: 2268377.44 E: 6258878.86
CONNECT TO EXISTING 6" W
WITH TEE AND 3 VALVES
N: 2268585.62 E: 6258900.90
12" X 12" X 6" TEE AND VALVE
N: 2268499.83 E: 6258954.25
12" X 12" X 8" TEE
WITH VALVE
N: 2268514.08 E: 6258940.42
W8
45° BEND
N: 2268508.12 E: 6258962.79
45° BEND
N: 2268547.83 E: 6258930.34
CONNECT TO EXISTING 8" W
12" X 12" X 8" TEE
WITH THREE VALVES
N: 2268348.70 E: 6258907.88
6" X 6" X 6" TEE
WITH 3 VALVES
N: 2268169.80 E: 6258756.24
CONNECT TO EXISTING
6" UD
6" U
D
6" UD
6" UD
S
SSMH7
N: 2268364.89 E: 6258867.08
CONNECT TO EXISITING
18" SEWER MAIN
SSMH10
SAMPLING CHAMBER
AT OWS
N: 2268265.83 E: 6258765.02
CONNECT TO
EXISTING 6" WATER
TEE AND 3 VALVES
N: 2268695.28 E: 6258794.46
TEE WITH VALVE
N: 2268600.06 E: 6258879.65
CONNECT TO
EXISTING 2" G WITH
TEE AND 3 VALVES
N: 2268654.79 E: 6258826.53
SSMH8
N: 2268348.03
E: 6258849.71 FH
SSMH MANHOLE
STORM DRAIN INLET
FIRE HYDRANT
CLEAN OUT
STORM DRAIN
GAS LINE
WATER LINE VALVE
SANITARY SEWER LINE
WATER LINE
ELEC DUCTBANK
CONTRACTOR WORK LIMITS
COMMUNICATIONS DUCTBANK
A1
CU502
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CU501
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A1
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SCALE: 1"=20'
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CU505
TRENCH DRAIN
TRENCH DRAIN
6" WATER
6" WATER
20' 40'0
18" SS
SEE COMM DRAWING TS101
(MH 269)
AIRCRAFT FUELS AND
MAINTENANCE BAY
AIRCRAFT WASH AND
MAINTENANCE BAY
OWS
GROUT FILL
WATER VALVE VAULT -
DO NOT DISTURB
MH270
OIL/WATER
SEPARATOR FOR
WASHWATER
FUEL VAULT
HYDRANT
FUEL PIT
WATER VAULT
DO NOT DISTURB
CAPPED
COMM DUCTS
18" SS
48" RCP SD
GENERAL SHEET NOTES:
1. SEE NOTES ON CU100.
2. SEE WMWD WATER AND SANITARY SEWER PERMIT DRAWINGS INCLUDED IN THE
DRAWING PACKAGE FOR ALL CONSTRUCTION RELATED TO THE WATER AND
SEWER PIPING SYSTEMS.
3. SEE ES101 AND TS101 FOR ADDITIONAL INFORMATION ON THE ELECTRICAL AND
TELECOMMUNICATION LINES.
4. SEE SHEETS CU201-CU207 FOR UTILITY PROFILES.
5. CONTRACTOR TO INSTALL GAS LINES, GAS SERVICE LINES, GAS METER,
REGULATOR AND BUILDING CONNECTION. COORDINATE TAPPING CONNECTION
TO MAIN GAS LINE WITH SoCalGas COMPANY AND FOLLOW ALL SOUTHERN
CALIFORNIA GAS COMPANY GUIDELINES AND REQUIREMENTS FOR ALL GAS LINES
AND EQUIPMENT INSTALLATIONS.
10" IW BLDG
CONNECTION
FUT PROJECT LIMITS
CONNECT TO 2"
BLDG SERVICE
45° WYE FITTING
4" IW TO 10" IW
A1
CU506
A17
CU506
A1
CU504
A1
CU504
A15
CU505
A20
CU503
A1
CU501
H19
CU501
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H1
CU503
A1
CU503
A1
CU503
TANK VENT
PIPES WITH 4
BOLLARDS
CHWS/R LINES
UNDERGROUND TO
MECH UNITS - SEE
MECH PLANS
INV = 1501.00 6" UD
INV = 1501.00 6" UD
CONNECT UNDERDRAIN
PIPES TO INLETS INV =
1500.50 CONNECT
UNDERDRAIN
PIPES TO INLETS
INV - 1500.50
INV = 1502.00 6" UD
INV = 1501.75 6" UD
AM
EN
D
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FIRE HYDRANT
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GAS LINE
WATER LINE VALVE
SANITARY SEWER LINE
WATER LINE
ELEC DUCTBANK
CONTRACTOR WORK LIMITS
COMMUNICATIONS DUCTBANK
A1
CU502
J19
CU501
LEGEND
A1
CU503
S
CURB INLET
A20
CU503
CB
CI
CO
H1
CU503
COMM
ELEC
UNDERDRAIN
INDUSTRIAL WASTE
SS
G
SD
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X X
X X
X
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X X
X X
X X
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
SD
SD
SD
SD
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
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N
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N
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N
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N
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N
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N
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COMM
COMM
COMM
COMM
COMM COMM
COMM
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COMM
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COMM
COMM
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COMM
COMM
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COMM
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COMM
COMM
C O
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C O
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C O
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COMM
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COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
EP
EP
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W
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LOW POINT
1502.1
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SSCO
POWER POLE
C
C
C
C
C
CC
DD
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C CMVT C
LS
.09
C CMVT 15
.30
EWTPI 2
IN
.00
WTPI 2
IN
.01
WTPI 2
IN
.02
.56
TLV
T B
C C C
WW
W
.10
POWER POLE
NO FEATURE C
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.30
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D
WW
WTPI/S
HOWER 15
.96
.80
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IT
.72
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.72SDDI
.68
SDDI
.70
SDDI C
LS
U U U
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LS
.00
C
C
C
C
C
C
C
D
SD M
ANHOLE
G
RATE
RIM
: 1
1.6
PIPE A: 1
8"
CONC D
IR
: N
IN
V: 1
9.6
PIPE A: 1
8"
CONC D
IR
: E
IN
V: 1
8.6
STOP BAR
STOP BAR
.69
FNC B
.40
TOP O
F SLO
PE
.50
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F SLO
PE
.76
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.54
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.52
FNC
.57
FNC
S
SANITARY SEWER M
ANHOLE
RIM
: 1
4.5
PIPE A: 2
4"
VCP D
IR
: N
IN
V: 1
5.5
PIPE B: 6
" V
CP D
IR
: E
IN
V: 1
7.0
PIPE A: 2
4"
VCP D
IR
: S W
IN
V: 1
5.3
.28
TOE O
F SLO
PE 61
.36
TOP O
F SLO
PE
.57
TOP O
F SLO
PE
.92
TOE O
F SLO
PE
.50
FNC E
.12
TOE O
F SLO
PE
.76
TOP O
F SLO
PE
SDDI B
.67
SDDI 1
1.6
SDDI 1
1.6
SDDI C
LS
.69
.32
TOP O
F SLO
PE
.91
TOE O
F SLO
PE
.39
TOP O
F SLO
PE
.95
TOE O
F SLO
PE
.24
TOE O
F SLO
PE
.39
TOP O
F SLO
PE
.17
TOP O
F SLO
PE
.54
TOE O
F SLO
PE
UNKRISER 15
.08
W
S
SANITARY SEWER M
ANHOLE
RIM
: 1
5.2
PIPE A: 6
" V
CP D
IR
: E
IN
V: 1
7.5
PIPE B: 6
" V
CP D
IR
: N W
IN
V: 1
7.2
VENT PIPE 15
.13
VENT PIPE 15
.28 U
U U U
.54
UVT C
LS
U
U
.59
UVT
U
U
U
.48
UVT
U
U
BUILD
IN
G FIN
ISHED FLO
OR 15
.28
NO FEATURE C
ODE
.28
CL D
OOR 36
IN
CL D
OOR 36
IN
W
TRENCH 15
.93
TRENCH 15
.16 TRENCH 15
.16
TRENCH 15
.16
TRENCH 15
.14
TRENCH 15
.86
TRENCH BOTTOM -4
.74
.13
TRENCH BOTTOM -4
.95
.17
S
PIPE A: 2
4"
CONC
DIR
: E
IN
V: 1
4.5
PIPE B: 1
2"
CONC D
IR
: S
IN
V: 1
4.7
PIPE C
: 2
4"
CONC D
IR
: W
IN
V: 1
4.4
SANITARY SEWER M
ANHOLE
RIM
: 1
1.6
SS
SS
SS
SS
SS
13+00
13+97.08
N: 2
.00
E: 6259000.00
N: 2
.00
N: 2
.00 E: 6259500.00
COMM1
CO
W W
F
F F
F
MH
18" SS
US Army Corps of Engineers ®
SHEET ID
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1 2
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8 8
GENERAL SHEET NOTES:
1. SEE SHEETS GC001 AND GC002 FOR GENERAL UTILITY NOTES.
2. SEE SHEETS CU201 - CU207 FOR UTILITY PROFILES.
A1 ENLARGED UTILITY PLAN - 7
SCALE: 1"=20'
PLAN
NORTH
M
AT
C H
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H
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20' 40'0
FUT PROJECT PAVEMENT
LIMITS
WATER CONNECTION
(BY FUT PROJECT)
SEWER CONNECTION
(BY FUT PROJECT)
GRAEBER ST
ROAD
SD INLET
RIM: 1506.60
ROAD
GATE
ROAD
ROAD
CONNECT TO
EXISTING HH126
HH127
EXISTING WASHPAD TO REMAIN
FLIGHTLINE ROAD
BLDG
BLDG
R . B
AR
U
TH
S.
L
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EH
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L.
P
IN
S
J.
K
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CU107
FIRE HYDRANT WATER
CONNECTION (BY FUT PROJECT)
FH
AM
EN
D
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D R
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/1 7/
C E
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IF
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IG
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IT
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A L
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2Q R
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_P la ns _V ol 1-
1492.0
1494.0
1496.0
1498.0
1500.0
1502.0
1504.0
1506.0
1508.0
1510.0
1512.0
1514.0
1516.0
1518.0
1520.0
1522.0
1524.0
1492.0
1494.0
1496.0
1498.0
1500.0
1502.0
1504.0
1506.0
1508.0
1510.0
1512.0
1514.0
1516.0
1518.0
1520.0
1522.0
1524.0
1490.0
149…
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