ADDENDUM #1...ADDENDUM #1 DSA Appl. # 01-116948 Contra Costa Community College District Page 1 of 4...
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BID DOCUMENTS COVER SHEET CONTRACT DOCUMENTS FOR L-4001 CAMPUS SAFETY CENTER ELECTRICAL AND LOW VOLTAGE at LOS MEDANOS COLLEGE 2700 E. Leland Rd. Pittsburg, CA 94565 CONTRA COSTA COMMUNITY COLLEGE DISTRICT ADDENDUM #1 DSA File #7-C1 DSA Application #01-116948 ARCHITECT OF RECORD: LPAS Architecture + Design 2484 Natomas Park Dr., Suite 100 Sacramento, CA 95833 March 7, 2018
ADDENDUM #1...ADDENDUM #1 DSA Appl. # 01-116948 Contra Costa Community College District Page 1 of 4 Los Medanos College ADDENDUM #1 L-4001 Campus Safety Center – Electrical and Low
L-4001 CAMPUS SAFETY CENTER ELECTRICAL AND LOW VOLTAGE
at
LOS MEDANOS COLLEGE
2700 E. Leland Rd. Pittsburg, CA 94565
CONTRA COSTA COMMUNITY COLLEGE DISTRICT
ADDENDUM #1
DSA File #7-C1 DSA Application #01-116948
ARCHITECT OF RECORD: LPAS Architecture + Design
2484 Natomas Park Dr., Suite 100 Sacramento, CA 95833
March 7, 2018
ADDENDUM #1 DSA Appl. # 01-116948
Contra Costa Community College District Page 1 of 4 Los Medanos College ADDENDUM #1 L-4001 Campus Safety Center – Electrical and Low Voltage March 7, 2018
CONTRA COSTA COMMUNITY COLLEGE DISTRICT L-4001 CAMPUS SAFETY CENTER – Electrical and Low Voltage Los Medanos College Date: March 7, 2018
NOTICE TO ALL CONTRACTORS
You are hereby notified of the following changes, clarifications and/or modifications to the original Contract Documents, Project Manual, Drawings, Specifications and/or previous Addenda. This Addendum shall supersede the original Contract Documents and previous Addenda wherein it contradicts the same, and shall take precedence over anything to the contrary therein. All other conditions remain unchanged.
This Addendum forms a part of the Contract Documents and modifies the original Contract Documents dated February 9, 2018. Acknowledge receipt of this Addendum in space provided on the Bid Proposal Form. Failure to acknowledge may subject Bidder to disqualification.
A. Deletions, Additions, Changes, Revisions
Item: General 1. Add: Meeting Minutes (attached)
a. Add Meetings Minutes from Mandatory Pre-Bid Meeting, dated February 22, 2018 2. Reports: The following reports have been posted to the District’s Open Solicitations web page -
http://www.4cd.edu/webapps/PurchasingViewBids/default.aspx a. Geotechnical Investigation Report, Campus Safety Center, Los Medanos College
September 8, 2015, prepared by Kleinfelder b. Geologic and Seismic Hazards Assessment Report, Proposed Campus Safety Center, Los
Medanos College Campus, September 11, 2015, prepared by Kleinfelder 3. CGS (California Geological Survey) Approval Letter: For reference, the following approval letter
has been posted to the District’s Open Solicitations web page -http://www.4cd.edu/webapps/PurchasingViewBids/default.aspx
a. “Engineering Geology and Seismology Review for Los Medanos College – Campus Safety Center”, dated March 24, 2017 (01-CGS2710)
Contra Costa Community College District Page 2 of 4 Los Medanos College ADDENDUM #1 L-4001 Campus Safety Center – Electrical and Low Voltage March 7, 2018
a. Replace existing SECTION 00007 SEALS PAGE, (2 pages) in its entirety, with the attached SECTION 00007 SEALS PAGE (2 pages).
2. Add: SECTION 31 23 00 EXCAVATION AND FILL, page 4, Item 2.1 a. ADD: 2.1D All non-expansive engineered fill (import or native) shall meet the following
requirements: Maximum particle size of 3 inches, 90% pass the 1-inch sieve, plasticity index 12 or less, liquid limit less than 30, percent passing the #200 sieve between 15% and 40%.
3. Delete: SECTION 31 23 00 EXCAVATION AND FILL, page 6, Item 3.8C a. DELETE: “in Appendix F”
4. Delete: SECTION 31 23 00 EXCAVATION AND FILL, page 7, Item 3.12B a. DELETE: “Appendix F of”
5. Revise: SECTION 31 23 00 EXCAVATION AND FILL, page 7, Item 3.12C a. Revise to read: “Perform compaction using rollers, pneumatic or vibratory compactors
or other equipment and mechanical methods the Contractor chooses to use to meet the various requirements specified in the Geotechnical Report.”
6. Add: SECTION 31 23 00 EXCAVATION AND FILL, page 7, Item 3.12D1 a. Add: 3.12D1.a Reference to the compaction requirements are stated in section 6.5.4
of the Geotechnical Report. b. Add: 3.12D1.b The on-site soils used for engineered fill shall be placed in less than 8
inch lifts, and compacted between 88-92 percent relative compaction, c. Add: 3.12D1.c Imported non-expansive soils used for engineered fill shall be placed in
less than 8 inch lifts, and compacted to at least 90 percent relative compaction. d. Add: 3.12D1.d The upper 12 inches of pavement subgrade shall be compacted to at
least 95 percent relative compaction.
Item: Drawings 1. Replace:
a. Replace existing A0.20 CODE COMPLIANCE/EGRESS ANALYSIS with the attached A0.20 CODE COMPLIANCE/EGRESS ANALYSIS, dated 3/8/2018
i. Note: Add 1-hour fire Partition. Penetrations through the partition shall be rated.
b. Replace existing F2.1 ENLARGED PLAN FIRE ALARM with the attached F2.1 ENLARGED PLAN FIRE ALARM, dated 3/8/2018
i. Note: Add 5 duct detectors. Add 1 strobe. Connect coiling fire shutter to alarm system.
c. Replace existing F3.0 FIRE ALARM RISER DIAGRAM with the attached F3.0 FIRE ALARM RISER DIAGRAM, dated 3/8/2018
i. Note: Add 5 duct detectors. Add 1 strobe. Connect coiling fire shutter to alarm system.
ADDENDUM #1 DSA Appl. # 01-116948
Contra Costa Community College District Page 3 of 4 Los Medanos College ADDENDUM #1 L-4001 Campus Safety Center – Electrical and Low Voltage March 7, 2018
2. Add: a. Sheet A1.11, Details B1, D1, F3, F5, H1, H7, K1, and K7
Add: Compaction requirements are added, as specified in Section 6.5.4 of the Geotechnical Report: 88-92% for native clay soils, 90% for engineered fill, 95% upper 12” of pavement subgrade, and aggregate base 95%.
b. Sheet L1.00, Landscape Note No. 3 Add: Landscape areas, gradients shall be at least 5 percent toward area drains.
c. Sheet L1.11, Details B1 and F1
Add: Compaction requirement, as specified in Section 6.5.4 of the Geotechnical Report: 88-92% for native clay soils, 90% for engineered fill, 95% upper 12” of pavement subgrade, and aggregate base 95%.
3. Change: Sheet S1.3, Detail No. 8 Over Excavation and Recompaction
Change: Detail No. 8 does not apply to grading. 4. Replace: Civil Drawings
Replace existing Civil drawings C1.0, C2.00, C3.00, 3.01, C4.00, C5.00, C6.00, and C6.01 with the attached stamped “DSA Backcheck” drawings, dated 3/08/18.
ATTACHMENTS: Pre-Bid Meeting Minutes SECTION 00007 SEALS PAGE A0.20 CODE COMPLIANCE/EGRESS ANALYSIS Civil Drawings C1.0, C2.00, C3.00, 3.01, C4.00, C5.00, C6.00, and C6.01 F2.1 ENLARGED PLAN FIRE ALARM F3.0 FIRE ALARM RISER DIAGRAM
B. For questions regarding this Addendum, please contact:
Jovan Esprit, Contracts Manager Contra Costa Community College District 500 Court St., Martinez, CA 94553 Email: [email protected] Facsimile: 925-370-7512
Contra Costa Community College District Page 4 of 4 Los Medanos College ADDENDUM #1 L-4001 Campus Safety Center – Electrical and Low Voltage March 7, 2018
All other terms and conditions of BID are to remain the same. LPAS Architecture + Design 2484 Natomas Park Dr., Suite 100 Sacramento, CA 95833
_________________________________
Architect of Record: Troy Pennington
Division of the State Architect 1515 Clay Street, Suite 1201 Oakland, CA 94612
PROJECT NUMBER/NAME: L-4001 Campus Safey Center – Electrical and Low Voltage
CAMPUS: Los Medanos College at 2700 E Leland Rd, Pittsburg, CA 94565
Important Note: An on-site job walk follows the meeting. Attendance at the job walk for this project is mandatory. At completion of the job walk, be sure to obtain a Certification of Site Visit (Section 00450), signed by the District. This signed form must be submitted with your bid.
1. Opening Remarks – Joe Stam, Construction Manager
• Introductions
• DIR Registration requirement
2. Project Team Members
Kevin Little Sr. Project Manager - Critical Solutions, Inc. (CSI)
Joe Stam Construction Manager - Critical Solutions, Inc. (CSI)
Russell Holt Buildings and Grounds (B&G) Manager, LMC
Inspector of Record (TBD)
3. Brief Project Description
This Electrical and Low Voltage bid package consists of site electrical, site utilities and fire alarm, communications, and security systems work, within Modular Buildings provided by JTS Modular, Inc.. Work includes, but is not limited to, the following:
• Site electrical including connection to the campus power and communications systems
• Electrical connection of power and communications to the modular building panels
• Providing transformer for the electrical service.
• Fire alarm in the modular building connected to the main campus alarm panel in another building
• Intrusion alarm, door access control and security cameras
• Telcom/data communications including all cabling and connection to the campus MPOE
• Power and data to site automatic gates and irrigation controllers
DATE: February 22, 2018
TIME: 1:30 PM
LOCATION: Los Medanos College -
Page 2
• Timeline (calendar days): o Estimated NTP April 12, 2018 o Construction Duration 197 calendar days. o Estimated closeout 35 days after Substantial Completion.
4. Project Work Restrictions
• Existing Fire Lane to remain open at all times.
• Work to be coordinated with Sitework
• Refer to General Conditions Section 00700
5. Bid Phase Communications & Correspondence
• All questions related to this Project must be in writing and directed to: Jovan Esprit, Contracts Manager Contra Costa Community College District 500 Court St., Martinez, CA 94553 Email: [email protected] Facsimile: 925‐370-6517
• Review your bid package carefully before submitting it. Be sure to include all required documentation.
9. Contract Duration Discussion
• Section 00600, Construction Agreement
• 140 Calendar Days to Substantial Completion (SC) – LDs $1000/Calendar day beyond SC
• 30 Calendar Days between SC and Final Completion – LDs $500/Calendar day beyond FC
10. Substitution requests MUST comply with Contract Documents
• Within three (3) work days of bid opening on District form; acceptance at District’s sole discretion – form is provided on page 4 of section 01340 Administrative Forms & Logs.
11. Site Job Walk
• Review Construction Site
• Distribute signed Certificate of Site Visit forms
• Aerial view of access staging areas.
DSA Appl. #01-116948
Section 00007 - Page 1 of 2 Seals Page
Contra Costa Community College District Los Medanos College L-4001 Campus Safety Center
DSA Appl. #01-116948
Section 00007 - Page 2 of 2 Seals Page
Contra Costa Community College District Los Medanos College L-4001 Campus Safety Center
TECHNOLOGY TEECOM 1333 Broadway Suite 601 Oakland, CA 94612-1906 Andrew Gonzales 510-250-6663
END OF SECTION 00007
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CANOPY ABOVE, TYP
LIEUTENANT
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CORPORAL
120
BREAKROOM
119
PARKINGOFFICER
118
PATROL/REPORT
111
POLICEAIDE
EQUIP
112
LOST &FOUND
110
RECORDS
109
EVIDENCESTORAGE
108
ELEC
105
IT
106
INTERVIEW
104
DOCOFFICE
103
DOC
102
LOBBY
101
DISPATCH/RECEPTION
122STORAGE
123
MEN
114
RESTROOM
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BOOKING/PREBOOKING
113
RESTROOM
117
WOMEN
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37
20
296 SF
15 SF/OCC
20 OCC
113 SF
100 SF/OCC
2 OCC
2
5
1
1
1
2
1
1
1
98 SF
15 SF/OCC
7 OCC
7
1
226 SF
100 SF/OCC
3 OCC
3
134 SF
15 SF/OCC
9 OCC
14
9
30
NOT AN EXIT
22
147 SF
15 SF/OCC
10 OCC
10
1
2
141 SF
100 SF/OCC
2 OCC
64 SF
15 SF/OCC
5 OCC
296 SF
15 SF/OCC
20 OCC
20
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ROOM OCCUPANT LOAD
CUMULATIVE OCCUPANT LOAD
PATH OF EGRESS TRAVEL
ROOM AREA
OCCUPANT LOAD FACTOR
TOTAL OCCUPANT LOAD
SYMBOL LEGEND
2016 CALIFORNIA BUILDING CODEOCCUPANCY CLASSIFICATION: BCONSTRUCTION TYPE: V-B NON-SPRINKLERED
TABULAR ALLOWABLE AREA (TABLE 506.2) : 9,000 SFACTUAL BUILDING AREA: 3,430 SFOUTDOOR COVERED AREA: 304 SF
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
ARCHITECT'S STAMP APPROVAL
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6910 5 31112 8 7 4 2 1
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CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
DEMOLITION PLAN
CC1.00ADDENDUM 1March 7, 2018
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Irr Box
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Irr Box
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Irr.Boxes
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2-SL Boxes
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E MH RIM=71.0
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EMH Rim=72.4
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SSMH AC=71.5 (Paved Over No Access)
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SSMH Rim=71.2 Inv=61.4
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SL Box
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Irr.Boxes
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Elec Trans.
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Comm Ped.
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SL Box
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AC Unit
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SD Inlet Grt=74.6 Inv=70.3
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SD Inlet Grt=74.6 Inv=69.9
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4" Conduit
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2" Water Pipe
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4-Elec Conduits
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Comm MH
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SD Inlet Grt=73.4 Inv=67.7
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SD Inlet Grt=73.5 Inv=69.2
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?
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8" or 6"?
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12" or 8"?
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SL Box
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Irr Box
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12"
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4"
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SL Box
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SL Box
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SL Box
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SL.Box
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FDC
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Elec Box
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E.Box
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SSCO
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Elec Box
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Elec Box
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Elec MH EL=74.3
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8" or 6"?
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12"
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6" Fire Water Service Assumed Location
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4" or 6"?
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8"%%c Campus Water
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6"?
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8" Util
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10" E-Util EL=73.0
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10" E-Util EL=72.9
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IV
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SDCO EL=75.66
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Water Box
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I
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I
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Y
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8"
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8"
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6"
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6"
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6"
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IV
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IV
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IV
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IV(2)
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FH
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8"%%c Municipal Water
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SS Vault
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8"%%c Municipal Water
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Location per Record
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WV
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STOP
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75
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70
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FROM
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CAUTION!!! (E) GAS LINE
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CAUTION!!! (E) GAS LINE
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TYP
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DEMOLITION ITEMS REMOVE (E) ASPHALT (E) LANDSCAPE AREA, RETAIN AND PROTECT REMOVE (E) TENNIS COURT PAVEMENT REMOVE (E) STORAGE SHED REMOVE (E) CURB REMOVE (E) PLANTER AND SHRUBS (E) CONCRETE V-DITCH TO REMAIN REMOVE (E) BOLLARD ALL (E) PEDESTRIAN LIGHTS TO REMAIN REMOVE (E) CHAIN LINK FENCE & WALL (E) PAVING TO REMAIN. PROTECT IN PLACE (E) CONCRETE WALK TO REMAIN. PROTECT IN PLACE (E) HANDRAIL TO REMAIN PROTECT (E) UTILITY STRUCTURE RELOCATE (E) STREETLIGHT, SED PROTECT (E) IRRIGATION LINE REMOVE (E) CONCRETE V-DITCH (E) CHAINLINK FENCE & WALL TO REMAIN (E) CHAINLINK FENCE & WALL TO REMAIN REMOVE (E) CONCRETE WALK (E) STREETLIGHT TO REMAIN REMOVE (E) TREE APPROXIMATE UTILITY TRENCH ADJUST (E) IRRIGATION STRUCTURE TO GRADE WITH NEW 'WATER' VALVE BOX AND SET TO MATCH WALK (E) ELECTRICAL STRUCTURE, SED PROTECT (E) VALLEY GUTTER. SEE NOTE 11. PROTECT (E) UNDERGROUND UTILITY LINES PROTECT (E) 5kv LINE PROTECT (E) STREET LIGHT CONDUIT REMOVE (E) TREE POTS. COORDINATE WITH DISTRICT. GRIND AC FOR OVERLAY ( " MIN.) 14" MIN.) PROTECT (E) VERTICAL CURB REMOVE (E) CURB RAMP
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DEMOLITION NOTES 1. CONTRACTOR TO USE CAUTION WHEN WORKING ADJACENT CONTRACTOR TO USE CAUTION WHEN WORKING ADJACENT TO USE CAUTION WHEN WORKING ADJACENT TO USE CAUTION WHEN WORKING ADJACENT USE CAUTION WHEN WORKING ADJACENT USE CAUTION WHEN WORKING ADJACENT CAUTION WHEN WORKING ADJACENT CAUTION WHEN WORKING ADJACENT WHEN WORKING ADJACENT WHEN WORKING ADJACENT WORKING ADJACENT WORKING ADJACENT ADJACENT ADJACENT TO EXISTING BUILDING. 2. CONTRACTOR TO CLEAR AND GRUB WITHIN THE LIMITS OF CONTRACTOR TO CLEAR AND GRUB WITHIN THE LIMITS OF TO CLEAR AND GRUB WITHIN THE LIMITS OF TO CLEAR AND GRUB WITHIN THE LIMITS OF CLEAR AND GRUB WITHIN THE LIMITS OF CLEAR AND GRUB WITHIN THE LIMITS OF AND GRUB WITHIN THE LIMITS OF AND GRUB WITHIN THE LIMITS OF GRUB WITHIN THE LIMITS OF GRUB WITHIN THE LIMITS OF WITHIN THE LIMITS OF WITHIN THE LIMITS OF THE LIMITS OF THE LIMITS OF LIMITS OF LIMITS OF OF OF PROPOSED WORK, UNLESS OTHERWISE NOTED ON PLANS. 3. RIM ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL RIM ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL FOR EXISTING UTILITY STRUCTURES SHALL FOR EXISTING UTILITY STRUCTURES SHALL EXISTING UTILITY STRUCTURES SHALL EXISTING UTILITY STRUCTURES SHALL UTILITY STRUCTURES SHALL UTILITY STRUCTURES SHALL STRUCTURES SHALL STRUCTURES SHALL SHALL SHALL BE RAISED TO PROPOSED SURFACE ELEVATIONS. 4. THE UTILITY LINES AND STRUCTURES SHOWN ON THESE THE UTILITY LINES AND STRUCTURES SHOWN ON THESE UTILITY LINES AND STRUCTURES SHOWN ON THESE UTILITY LINES AND STRUCTURES SHOWN ON THESE LINES AND STRUCTURES SHOWN ON THESE LINES AND STRUCTURES SHOWN ON THESE AND STRUCTURES SHOWN ON THESE AND STRUCTURES SHOWN ON THESE STRUCTURES SHOWN ON THESE STRUCTURES SHOWN ON THESE SHOWN ON THESE SHOWN ON THESE ON THESE ON THESE THESE THESE PLANS ARE DERIVED FROM RECORD DATA AND/OR ARE DERIVED FROM RECORD DATA AND/OR ARE DERIVED FROM RECORD DATA AND/OR DERIVED FROM RECORD DATA AND/OR DERIVED FROM RECORD DATA AND/OR FROM RECORD DATA AND/OR FROM RECORD DATA AND/OR RECORD DATA AND/OR RECORD DATA AND/OR DATA AND/OR DATA AND/OR AND/OR AND/OR SURFACE OBSERVATION AND ARE APPROXIMATE ONLY. OBSERVATION AND ARE APPROXIMATE ONLY. OBSERVATION AND ARE APPROXIMATE ONLY. AND ARE APPROXIMATE ONLY. AND ARE APPROXIMATE ONLY. ARE APPROXIMATE ONLY. ARE APPROXIMATE ONLY. APPROXIMATE ONLY. APPROXIMATE ONLY. ONLY. ONLY. ACTUAL LOCATION AND SIZE, TOGETHER WITH THE LOCATION AND SIZE, TOGETHER WITH THE LOCATION AND SIZE, TOGETHER WITH THE AND SIZE, TOGETHER WITH THE AND SIZE, TOGETHER WITH THE SIZE, TOGETHER WITH THE SIZE, TOGETHER WITH THE TOGETHER WITH THE TOGETHER WITH THE WITH THE WITH THE THE THE PRESENCE OF ANY ADDITIONAL UTILITY LINES AND OF ANY ADDITIONAL UTILITY LINES AND OF ANY ADDITIONAL UTILITY LINES AND ANY ADDITIONAL UTILITY LINES AND ANY ADDITIONAL UTILITY LINES AND ADDITIONAL UTILITY LINES AND ADDITIONAL UTILITY LINES AND UTILITY LINES AND UTILITY LINES AND LINES AND LINES AND AND AND STRUCTURES NOT SHOWN ON THIS PLAN, SHALL BE NOT SHOWN ON THIS PLAN, SHALL BE NOT SHOWN ON THIS PLAN, SHALL BE SHOWN ON THIS PLAN, SHALL BE SHOWN ON THIS PLAN, SHALL BE ON THIS PLAN, SHALL BE ON THIS PLAN, SHALL BE THIS PLAN, SHALL BE THIS PLAN, SHALL BE PLAN, SHALL BE PLAN, SHALL BE SHALL BE SHALL BE BE BE VERIFIED IN THE FIELD BY THE CONTRACTOR DURING IN THE FIELD BY THE CONTRACTOR DURING IN THE FIELD BY THE CONTRACTOR DURING THE FIELD BY THE CONTRACTOR DURING THE FIELD BY THE CONTRACTOR DURING FIELD BY THE CONTRACTOR DURING FIELD BY THE CONTRACTOR DURING BY THE CONTRACTOR DURING BY THE CONTRACTOR DURING THE CONTRACTOR DURING THE CONTRACTOR DURING CONTRACTOR DURING CONTRACTOR DURING DURING DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER CONTRACTOR SHALL NOTIFY THE ENGINEER CONTRACTOR SHALL NOTIFY THE ENGINEER SHALL NOTIFY THE ENGINEER SHALL NOTIFY THE ENGINEER NOTIFY THE ENGINEER NOTIFY THE ENGINEER THE ENGINEER THE ENGINEER ENGINEER ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES UPON DISCOVERY OF ANY DISCREPANCIES UPON DISCOVERY OF ANY DISCREPANCIES DISCOVERY OF ANY DISCREPANCIES DISCOVERY OF ANY DISCREPANCIES OF ANY DISCREPANCIES OF ANY DISCREPANCIES ANY DISCREPANCIES ANY DISCREPANCIES DISCREPANCIES DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD AND EXISTING CONDITIONS IN THE FIELD AND EXISTING CONDITIONS IN THE FIELD AND CONDITIONS IN THE FIELD AND CONDITIONS IN THE FIELD AND IN THE FIELD AND IN THE FIELD AND THE FIELD AND THE FIELD AND FIELD AND FIELD AND AND AND INFORMATION SHOWN ON THESE PLANS. 5. THE CONTRACTOR IS REQUIRED BY STATE LAW TO THE CONTRACTOR IS REQUIRED BY STATE LAW TO CONTRACTOR IS REQUIRED BY STATE LAW TO CONTRACTOR IS REQUIRED BY STATE LAW TO IS REQUIRED BY STATE LAW TO IS REQUIRED BY STATE LAW TO REQUIRED BY STATE LAW TO REQUIRED BY STATE LAW TO BY STATE LAW TO BY STATE LAW TO STATE LAW TO STATE LAW TO LAW TO LAW TO TO TO ACTIVELY RESEARCH THE WORK AREA PRIOR TO RESEARCH THE WORK AREA PRIOR TO RESEARCH THE WORK AREA PRIOR TO THE WORK AREA PRIOR TO THE WORK AREA PRIOR TO WORK AREA PRIOR TO WORK AREA PRIOR TO AREA PRIOR TO AREA PRIOR TO PRIOR TO PRIOR TO TO TO COMMENCEMENT OF CONSTRUCTION, REFERENCE ANY OF CONSTRUCTION, REFERENCE ANY OF CONSTRUCTION, REFERENCE ANY CONSTRUCTION, REFERENCE ANY CONSTRUCTION, REFERENCE ANY REFERENCE ANY REFERENCE ANY ANY ANY MONUMENTS, AND REPLACE THOSE DAMAGED OR REMOVED AND REPLACE THOSE DAMAGED OR REMOVED AND REPLACE THOSE DAMAGED OR REMOVED REPLACE THOSE DAMAGED OR REMOVED REPLACE THOSE DAMAGED OR REMOVED THOSE DAMAGED OR REMOVED THOSE DAMAGED OR REMOVED DAMAGED OR REMOVED DAMAGED OR REMOVED OR REMOVED OR REMOVED REMOVED REMOVED DURING CONSTRUCTION. 6. THE LIMITS OF DEMOLITION SHOWN ARE APPROXIMATE THE LIMITS OF DEMOLITION SHOWN ARE APPROXIMATE LIMITS OF DEMOLITION SHOWN ARE APPROXIMATE LIMITS OF DEMOLITION SHOWN ARE APPROXIMATE OF DEMOLITION SHOWN ARE APPROXIMATE OF DEMOLITION SHOWN ARE APPROXIMATE DEMOLITION SHOWN ARE APPROXIMATE DEMOLITION SHOWN ARE APPROXIMATE SHOWN ARE APPROXIMATE SHOWN ARE APPROXIMATE ARE APPROXIMATE ARE APPROXIMATE APPROXIMATE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR MATCHING CONTRACTOR IS RESPONSIBLE FOR MATCHING CONTRACTOR IS RESPONSIBLE FOR MATCHING IS RESPONSIBLE FOR MATCHING IS RESPONSIBLE FOR MATCHING RESPONSIBLE FOR MATCHING RESPONSIBLE FOR MATCHING FOR MATCHING FOR MATCHING MATCHING MATCHING EXISTING SURROUNDINGS, LANDSCAPE AND OTHER SURROUNDINGS, LANDSCAPE AND OTHER SURROUNDINGS, LANDSCAPE AND OTHER LANDSCAPE AND OTHER LANDSCAPE AND OTHER AND OTHER AND OTHER OTHER OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, WITH A SMOOTH TRANSITION IN PAVING, WITH A SMOOTH TRANSITION IN PAVING, A SMOOTH TRANSITION IN PAVING, A SMOOTH TRANSITION IN PAVING, SMOOTH TRANSITION IN PAVING, SMOOTH TRANSITION IN PAVING, TRANSITION IN PAVING, TRANSITION IN PAVING, IN PAVING, IN PAVING, PAVING, PAVING, CURBS, GUTTERS, AND SIDEWALKS AND AVOIDING ANY GUTTERS, AND SIDEWALKS AND AVOIDING ANY GUTTERS, AND SIDEWALKS AND AVOIDING ANY AND SIDEWALKS AND AVOIDING ANY AND SIDEWALKS AND AVOIDING ANY SIDEWALKS AND AVOIDING ANY SIDEWALKS AND AVOIDING ANY AND AVOIDING ANY AND AVOIDING ANY AVOIDING ANY AVOIDING ANY ANY ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS OR APPARENT CHANGES IN GRADES OR CROSS OR APPARENT CHANGES IN GRADES OR CROSS APPARENT CHANGES IN GRADES OR CROSS APPARENT CHANGES IN GRADES OR CROSS CHANGES IN GRADES OR CROSS CHANGES IN GRADES OR CROSS IN GRADES OR CROSS IN GRADES OR CROSS GRADES OR CROSS GRADES OR CROSS OR CROSS OR CROSS CROSS CROSS SLOPES OR HAZARDOUS CONDITIONS. 7. EXISTING CURB AND SIDEWALK AND EXISTING CURB AND SIDEWALK AND CURB AND SIDEWALK AND CURB AND SIDEWALK AND AND SIDEWALK AND AND SIDEWALK AND SIDEWALK AND SIDEWALK AND AND AND LANDSCAPE/IRRIGATION WITHIN THE PROJECT LIMITS THAT WITHIN THE PROJECT LIMITS THAT WITHIN THE PROJECT LIMITS THAT THE PROJECT LIMITS THAT THE PROJECT LIMITS THAT PROJECT LIMITS THAT PROJECT LIMITS THAT LIMITS THAT LIMITS THAT THAT THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE OR DISPLACED, EVEN THOUGH THEY WERE OR DISPLACED, EVEN THOUGH THEY WERE DISPLACED, EVEN THOUGH THEY WERE DISPLACED, EVEN THOUGH THEY WERE EVEN THOUGH THEY WERE EVEN THOUGH THEY WERE THOUGH THEY WERE THOUGH THEY WERE THEY WERE THEY WERE WERE WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED TO BE REMOVED, SHALL BE REPAIRED OR REPLACED TO BE REMOVED, SHALL BE REPAIRED OR REPLACED BE REMOVED, SHALL BE REPAIRED OR REPLACED BE REMOVED, SHALL BE REPAIRED OR REPLACED REMOVED, SHALL BE REPAIRED OR REPLACED REMOVED, SHALL BE REPAIRED OR REPLACED SHALL BE REPAIRED OR REPLACED SHALL BE REPAIRED OR REPLACED BE REPAIRED OR REPLACED BE REPAIRED OR REPLACED REPAIRED OR REPLACED REPAIRED OR REPLACED OR REPLACED OR REPLACED REPLACED REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. 8. PROTECT ALL EXISTING UTILITIES AND SITE FEATURES PROTECT ALL EXISTING UTILITIES AND SITE FEATURES ALL EXISTING UTILITIES AND SITE FEATURES ALL EXISTING UTILITIES AND SITE FEATURES EXISTING UTILITIES AND SITE FEATURES EXISTING UTILITIES AND SITE FEATURES UTILITIES AND SITE FEATURES UTILITIES AND SITE FEATURES AND SITE FEATURES AND SITE FEATURES SITE FEATURES SITE FEATURES FEATURES FEATURES FROM BEING DAMAGED, UNLESS OTHERWISE NOTED. ALL BEING DAMAGED, UNLESS OTHERWISE NOTED. ALL BEING DAMAGED, UNLESS OTHERWISE NOTED. ALL DAMAGED, UNLESS OTHERWISE NOTED. ALL DAMAGED, UNLESS OTHERWISE NOTED. ALL UNLESS OTHERWISE NOTED. ALL UNLESS OTHERWISE NOTED. ALL OTHERWISE NOTED. ALL OTHERWISE NOTED. ALL NOTED. ALL NOTED. ALL ALL ALL UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED AND IMPROVEMENTS THAT BECOME DAMAGED AND IMPROVEMENTS THAT BECOME DAMAGED IMPROVEMENTS THAT BECOME DAMAGED IMPROVEMENTS THAT BECOME DAMAGED THAT BECOME DAMAGED THAT BECOME DAMAGED BECOME DAMAGED BECOME DAMAGED DAMAGED DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED CONSTRUCTION SHALL BE COMPLETELY RESTORED CONSTRUCTION SHALL BE COMPLETELY RESTORED SHALL BE COMPLETELY RESTORED SHALL BE COMPLETELY RESTORED BE COMPLETELY RESTORED BE COMPLETELY RESTORED COMPLETELY RESTORED COMPLETELY RESTORED RESTORED RESTORED AT NO ADDITIONAL COST TO THE OWNER AND TO THE NO ADDITIONAL COST TO THE OWNER AND TO THE NO ADDITIONAL COST TO THE OWNER AND TO THE ADDITIONAL COST TO THE OWNER AND TO THE ADDITIONAL COST TO THE OWNER AND TO THE COST TO THE OWNER AND TO THE COST TO THE OWNER AND TO THE TO THE OWNER AND TO THE TO THE OWNER AND TO THE THE OWNER AND TO THE THE OWNER AND TO THE OWNER AND TO THE OWNER AND TO THE AND TO THE AND TO THE TO THE TO THE THE THE SATISFACTION OF THE ENGINEER. 9. CONTRACTOR SHALL ADJUST EXISTING UTILITY CONTRACTOR SHALL ADJUST EXISTING UTILITY SHALL ADJUST EXISTING UTILITY SHALL ADJUST EXISTING UTILITY ADJUST EXISTING UTILITY ADJUST EXISTING UTILITY EXISTING UTILITY EXISTING UTILITY UTILITY UTILITY STRUCTURES TO REMAIN TO PROPOSED GRADE TO REMAIN TO PROPOSED GRADE TO REMAIN TO PROPOSED GRADE REMAIN TO PROPOSED GRADE REMAIN TO PROPOSED GRADE TO PROPOSED GRADE TO PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE GRADE GRADE ELEVATIONS. 10. CONTRACTOR SHALL REMOVE EXISTING BENCHES AND CONTRACTOR SHALL REMOVE EXISTING BENCHES AND SHALL REMOVE EXISTING BENCHES AND SHALL REMOVE EXISTING BENCHES AND REMOVE EXISTING BENCHES AND REMOVE EXISTING BENCHES AND EXISTING BENCHES AND EXISTING BENCHES AND BENCHES AND BENCHES AND AND AND COORDINATE WITH DISTRICT. 11. CONTRACTOR SHALL REMOVE DEBRIS FROM EXISTING CONTRACTOR SHALL REMOVE DEBRIS FROM EXISTING SHALL REMOVE DEBRIS FROM EXISTING SHALL REMOVE DEBRIS FROM EXISTING REMOVE DEBRIS FROM EXISTING REMOVE DEBRIS FROM EXISTING DEBRIS FROM EXISTING DEBRIS FROM EXISTING FROM EXISTING FROM EXISTING EXISTING EXISTING DRAINAGE GUTTER AND UNDERNEATH EXISTING GRATE.
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LEGEND (E) EXISTING EXISTING E ELECTRICAL ELECTRICAL E-UTIL ELECTRICAL UTILTY ELECTRICAL UTILTY EL ELEVATION ELEVATION FH FIRE HYDRANT FIRE HYDRANT GRT GRATE ELEVATION GRATE ELEVATION INV INVERT ELEVATION INVERT ELEVATION IRR IRRIGATION IRRIGATION IV IRRIGATION VALVE IRRIGATION VALVE MH MANHOLE MANHOLE MW MUNICIPAL WATER MUNICIPAL WATER SD STORM DRAIN STORM DRAIN SED SEE ELECTRICAL DRAWINGS SEE ELECTRICAL DRAWINGS SL STREET LIGHT STREET LIGHT SS SANITARY SEWER SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT W WATER WATER WV WATER VALVEWATER VALVE
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980 9TH ST., STE 1770 SACRAMENTO, CALIFORNIA
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916.556.5800
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CIVIL
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C 64850
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EXP. 6/30/19
WAY
ON
E
WAYONE
NO PARKING
6910 5 31112 8 7 4 2 1
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE
WRITTEN CONSENT OF LPAS, INC. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
ARCHITECT'S STAMP APPROVAL
J
K
H
G
F
E
D
C
B
A
6910 5 31112 8 7 4 2 1
B
A
J
K
H
G
F
E
D
C
CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
SURFACE IMPROVEMENTS PLAN
CC2.00ADDENDUM 1March 7, 2018
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LEGEND ASPHALT PAVEMENT, TI=6 (4" AC/10" CLASS II AB) ASPHALT PAVEMENT, TI=7 (5" AC/10" CLASS II AB) CONCRETE WALK (5" PCC/6" CLASS II AB WITH #4 REBAR @ 18" OCEW) AC PLUG (FULL DEPTH AC) AC OVERLAY (0.1' MIN) DETECTABLE WARNING SURFACE
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SURFACE IMPROVEMENTS NOTES 1. THE LIMITS OF WORK ARE APPROXIMATE ONLY. THE LIMITS OF WORK ARE APPROXIMATE ONLY. LIMITS OF WORK ARE APPROXIMATE ONLY. LIMITS OF WORK ARE APPROXIMATE ONLY. OF WORK ARE APPROXIMATE ONLY. OF WORK ARE APPROXIMATE ONLY. WORK ARE APPROXIMATE ONLY. WORK ARE APPROXIMATE ONLY. ARE APPROXIMATE ONLY. ARE APPROXIMATE ONLY. APPROXIMATE ONLY. APPROXIMATE ONLY. ONLY. ONLY. CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING IS RESPONSIBLE FOR MATCHING EXISTING IS RESPONSIBLE FOR MATCHING EXISTING RESPONSIBLE FOR MATCHING EXISTING RESPONSIBLE FOR MATCHING EXISTING FOR MATCHING EXISTING FOR MATCHING EXISTING MATCHING EXISTING MATCHING EXISTING EXISTING EXISTING SURROUNDINGS, LANDSCAPE, AND OTHER IMPROVEMENTS LANDSCAPE, AND OTHER IMPROVEMENTS LANDSCAPE, AND OTHER IMPROVEMENTS AND OTHER IMPROVEMENTS AND OTHER IMPROVEMENTS OTHER IMPROVEMENTS OTHER IMPROVEMENTS IMPROVEMENTS IMPROVEMENTS WITH A SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR A SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR A SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR TRANSITION, AVOIDING ANY ABRUPT OR TRANSITION, AVOIDING ANY ABRUPT OR AVOIDING ANY ABRUPT OR AVOIDING ANY ABRUPT OR ANY ABRUPT OR ANY ABRUPT OR ABRUPT OR ABRUPT OR OR OR APPARENT CHANGES IN GRADES OR CROSS-SLOPES OR CHANGES IN GRADES OR CROSS-SLOPES OR CHANGES IN GRADES OR CROSS-SLOPES OR IN GRADES OR CROSS-SLOPES OR IN GRADES OR CROSS-SLOPES OR GRADES OR CROSS-SLOPES OR GRADES OR CROSS-SLOPES OR OR CROSS-SLOPES OR OR CROSS-SLOPES OR CROSS-SLOPES OR CROSS-SLOPES OR OR OR HAZARDOUS CONDITIONS. 2. EXISTING SITE FEATURES (CURBS, CONCRETE WALKS, EXISTING SITE FEATURES (CURBS, CONCRETE WALKS, SITE FEATURES (CURBS, CONCRETE WALKS, SITE FEATURES (CURBS, CONCRETE WALKS, FEATURES (CURBS, CONCRETE WALKS, FEATURES (CURBS, CONCRETE WALKS, (CURBS, CONCRETE WALKS, (CURBS, CONCRETE WALKS, CONCRETE WALKS, CONCRETE WALKS, WALKS, WALKS, LANDSCAPE, IRRIGATION, ETC.) DEMOLISHED DURING IRRIGATION, ETC.) DEMOLISHED DURING IRRIGATION, ETC.) DEMOLISHED DURING ETC.) DEMOLISHED DURING ETC.) DEMOLISHED DURING DEMOLISHED DURING DEMOLISHED DURING DURING DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 3. ALL NEW CONCRETE SHALL HAVE A MAXIMUM SLOPE OF ALL NEW CONCRETE SHALL HAVE A MAXIMUM SLOPE OF NEW CONCRETE SHALL HAVE A MAXIMUM SLOPE OF NEW CONCRETE SHALL HAVE A MAXIMUM SLOPE OF CONCRETE SHALL HAVE A MAXIMUM SLOPE OF CONCRETE SHALL HAVE A MAXIMUM SLOPE OF SHALL HAVE A MAXIMUM SLOPE OF SHALL HAVE A MAXIMUM SLOPE OF HAVE A MAXIMUM SLOPE OF HAVE A MAXIMUM SLOPE OF A MAXIMUM SLOPE OF A MAXIMUM SLOPE OF MAXIMUM SLOPE OF MAXIMUM SLOPE OF SLOPE OF SLOPE OF OF OF 2% IN ALL DIRECTIONS, INCLUDING DIAGONAL. 4. EXISTING CONCRETE SHALL BE REMOVED AT THE EXISTING CONCRETE SHALL BE REMOVED AT THE CONCRETE SHALL BE REMOVED AT THE CONCRETE SHALL BE REMOVED AT THE SHALL BE REMOVED AT THE SHALL BE REMOVED AT THE BE REMOVED AT THE BE REMOVED AT THE REMOVED AT THE REMOVED AT THE AT THE AT THE THE THE NEAREST EXPANSION JOINTS. 5. NEW WORK SHALL MATCH EXISTING AS CLOSELY AS NEW WORK SHALL MATCH EXISTING AS CLOSELY AS WORK SHALL MATCH EXISTING AS CLOSELY AS WORK SHALL MATCH EXISTING AS CLOSELY AS SHALL MATCH EXISTING AS CLOSELY AS SHALL MATCH EXISTING AS CLOSELY AS MATCH EXISTING AS CLOSELY AS MATCH EXISTING AS CLOSELY AS EXISTING AS CLOSELY AS EXISTING AS CLOSELY AS AS CLOSELY AS AS CLOSELY AS CLOSELY AS CLOSELY AS AS AS POSSIBLE IN FINISH, SCORING, AND COLOR. 6. SEE ARCHITECTURAL DRAWINGS FOR CONCRETE WALK SEE ARCHITECTURAL DRAWINGS FOR CONCRETE WALK ARCHITECTURAL DRAWINGS FOR CONCRETE WALK ARCHITECTURAL DRAWINGS FOR CONCRETE WALK DRAWINGS FOR CONCRETE WALK DRAWINGS FOR CONCRETE WALK FOR CONCRETE WALK FOR CONCRETE WALK CONCRETE WALK CONCRETE WALK WALK WALK COLOR AND SCORING. 7. COORDINATE LOCATION OF REMOVABLE BOLLARD WITH COORDINATE LOCATION OF REMOVABLE BOLLARD WITH LOCATION OF REMOVABLE BOLLARD WITH LOCATION OF REMOVABLE BOLLARD WITH OF REMOVABLE BOLLARD WITH OF REMOVABLE BOLLARD WITH REMOVABLE BOLLARD WITH REMOVABLE BOLLARD WITH BOLLARD WITH BOLLARD WITH WITH WITH EXISTING UTILITY LOCATIONS. 8. ALL EXISTING UTILITY RIM/GRATE STRUCTURES LOCATED ALL EXISTING UTILITY RIM/GRATE STRUCTURES LOCATED EXISTING UTILITY RIM/GRATE STRUCTURES LOCATED EXISTING UTILITY RIM/GRATE STRUCTURES LOCATED UTILITY RIM/GRATE STRUCTURES LOCATED UTILITY RIM/GRATE STRUCTURES LOCATED RIM/GRATE STRUCTURES LOCATED RIM/GRATE STRUCTURES LOCATED STRUCTURES LOCATED STRUCTURES LOCATED LOCATED LOCATED WITHIN THE LIMIT OF PROPOSED WORK SHALL BE THE LIMIT OF PROPOSED WORK SHALL BE THE LIMIT OF PROPOSED WORK SHALL BE LIMIT OF PROPOSED WORK SHALL BE LIMIT OF PROPOSED WORK SHALL BE OF PROPOSED WORK SHALL BE OF PROPOSED WORK SHALL BE PROPOSED WORK SHALL BE PROPOSED WORK SHALL BE WORK SHALL BE WORK SHALL BE SHALL BE SHALL BE BE BE RAISED TO PROPOSED GRADE. 9. ALL UTILITY STRUCTURES WITHIN DRIVE AISLE SHALL ALL UTILITY STRUCTURES WITHIN DRIVE AISLE SHALL UTILITY STRUCTURES WITHIN DRIVE AISLE SHALL UTILITY STRUCTURES WITHIN DRIVE AISLE SHALL STRUCTURES WITHIN DRIVE AISLE SHALL STRUCTURES WITHIN DRIVE AISLE SHALL WITHIN DRIVE AISLE SHALL WITHIN DRIVE AISLE SHALL DRIVE AISLE SHALL DRIVE AISLE SHALL AISLE SHALL AISLE SHALL SHALL SHALL HAVE HEAVY TRAFFIC RATED RIM/GRATES. 10. CONCRETE ADJACENT TO LANDSCAPE SHALL HAVE CONCRETE ADJACENT TO LANDSCAPE SHALL HAVE ADJACENT TO LANDSCAPE SHALL HAVE ADJACENT TO LANDSCAPE SHALL HAVE TO LANDSCAPE SHALL HAVE TO LANDSCAPE SHALL HAVE LANDSCAPE SHALL HAVE LANDSCAPE SHALL HAVE SHALL HAVE SHALL HAVE HAVE HAVE THICKENED EDGE PER DETAIL 7, SHEET C6.00. 11. SAD FOR CONCRETE CONTROL JOINT AND SAD FOR CONCRETE CONTROL JOINT AND FOR CONCRETE CONTROL JOINT AND FOR CONCRETE CONTROL JOINT AND CONCRETE CONTROL JOINT AND CONCRETE CONTROL JOINT AND CONTROL JOINT AND CONTROL JOINT AND JOINT AND JOINT AND AND AND CONSTRUCTION JOINT DETAIL.
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ABBREVIATIONS AB AGGREGATE BASE AGGREGATE BASE AC ASPHALTIC CONCRETE ASPHALTIC CONCRETE CONC CONCRETE CONCRETE (E) EXISTING EXISTING PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE SAD SEE ARCHITECTURAL DRAWINGS SEE ARCHITECTURAL DRAWINGS SED SEE ELECTRICAL DRAWINGS SEE ELECTRICAL DRAWINGS TI TRAFFIC INDEX TRAFFIC INDEX TYP TYPICAL TYPICAL W/ WITHWITH
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STOP
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I
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I
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I
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I
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D
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Y
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H
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IV
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I
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I
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I
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W
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W
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W
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GOLF CART ONLY
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GOLF CART ONLY
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GOLF CART ONLY
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GOLF CART ONLY
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ACCESSIBLE WALK WAY
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CAMPUS SAFETY CENTER
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STAIRS W/ HANDRAILS, SEE GRADING FOR TREAD & RISER HEIGHT, FOR DETAILS, SAD
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VALLEY GUTTER
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VERTICAL CURB
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CONNECT TO (E) SIDEWALK
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VERTICAL CURB
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VERTICAL CURB
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VERTICAL CURB
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CONNECT TO (E) VERTICAL CURB
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CONNECT TO (E) CONC V-DITCH
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CONNECT TO (E) CONC V-DITCH
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STAIRS W/ HANDRAILS, SEE GRADING FOR TREAD & RISER HEIGHT, FOR DETAILS, SAD
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VERTICAL CURB
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VERTICAL CURB
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CONNECT TO (E) VERTICAL CURB
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1' HIGH, WHITE LETTERING (TYP)
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1
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C6.00
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6
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C6.00
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5
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C6.00
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BENCHES, SAD
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CHAINLINK FENCE, SAD
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BOLLARD
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10
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C6.00
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CONCRETE APRON, SAD
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AUTOMATIC DOUBLE SWING GATE, SAD
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REMOVABLE BOLLARD, SEE NOTE 7
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K7
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A1.11
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DOUBLE SWING GATE, SAD
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FLUSH CURB
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1
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C6.01
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WHEEL STOP, SLD
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4
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C6.00
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1
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C6.00
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D11
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A1.11
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B7
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A1.11
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F7
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A1.11
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CONCRETE APRON, SAD
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B3
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A1.11
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B3
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A1.11
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POST MOUNTED KEYPAD/CARD READER, SED SHEET E1.1
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AUTOMATIC GATE DETECTION LOOP, SED SHEET E1.1
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3
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C6.00
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AUTOMATIC DOUBLE SWING GATE, SAD
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F7
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A1.11
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PEDESTRIAN GATE
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F11
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A1.11
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2
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C6.01
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2
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C6.01
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RAISE (E) UTILITY STRUCTURE TO GRADE, TYP. SEE NOTE 8
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4
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C6.00
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4
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C6.00
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4
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C6.00
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3
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C6.00
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VAN ACCESSIBLE PARKING SIGN
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WHEEL STOP, SLD
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H1
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A0.31
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B1
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A0.31
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VERTICAL CURB, TYP
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2
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C6.01
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FLUSH CURB, TYP
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1
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C6.01
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12" VERTICAL CURB, TYP
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2
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C6.01
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8
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C6.00
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CO
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WV
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CO
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CO
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WV
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WV
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GRAPHIC SCALE
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0
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10
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10
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20
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980 9TH ST., STE 1770 SACRAMENTO, CALIFORNIA
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916.556.5800
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CIVIL
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C 64850
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EXP. 6/30/19
WAY
ON
E
WAYONE
NO PARKING
6910 5 31112 8 7 4 2 1
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE
WRITTEN CONSENT OF LPAS, INC. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
ARCHITECT'S STAMP APPROVAL
J
K
H
G
F
E
D
C
B
A
6910 5 31112 8 7 4 2 1
B
A
J
K
H
G
F
E
D
C
CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
EXISTING GRADING PLAN ANDPROPOSED GRADING PLAN
C3.00ADDENDUM 1March 7, 2018
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GRADING NOTES 1. GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SHALL BE PERFORMED IN ACCORDANCE WITH THE SHALL BE PERFORMED IN ACCORDANCE WITH THE BE PERFORMED IN ACCORDANCE WITH THE BE PERFORMED IN ACCORDANCE WITH THE PERFORMED IN ACCORDANCE WITH THE PERFORMED IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE TECHNICAL SPECIFICATIONS AND THE REQUIREMENTS AND SPECIFICATIONS AND THE REQUIREMENTS AND SPECIFICATIONS AND THE REQUIREMENTS AND AND THE REQUIREMENTS AND AND THE REQUIREMENTS AND THE REQUIREMENTS AND THE REQUIREMENTS AND REQUIREMENTS AND REQUIREMENTS AND AND AND RECOMMENDATIONS CONTAINED IN THE PROJECT GEOTECHNICAL CONTAINED IN THE PROJECT GEOTECHNICAL CONTAINED IN THE PROJECT GEOTECHNICAL IN THE PROJECT GEOTECHNICAL IN THE PROJECT GEOTECHNICAL THE PROJECT GEOTECHNICAL THE PROJECT GEOTECHNICAL PROJECT GEOTECHNICAL PROJECT GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL REPORT. 2. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM SHALL EXERCISE EXTREME CARE TO CONFORM SHALL EXERCISE EXTREME CARE TO CONFORM EXERCISE EXTREME CARE TO CONFORM EXERCISE EXTREME CARE TO CONFORM EXTREME CARE TO CONFORM EXTREME CARE TO CONFORM CARE TO CONFORM CARE TO CONFORM TO CONFORM TO CONFORM CONFORM CONFORM TO THE LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET THE LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET THE LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET GRADES, SECTIONS, AND DIMENSIONS AS SET GRADES, SECTIONS, AND DIMENSIONS AS SET SECTIONS, AND DIMENSIONS AS SET SECTIONS, AND DIMENSIONS AS SET AND DIMENSIONS AS SET AND DIMENSIONS AS SET DIMENSIONS AS SET DIMENSIONS AS SET AS SET AS SET SET SET FORTH ON THESE PLANS. GRADED AREAS SHALL CONFORM TO ON THESE PLANS. GRADED AREAS SHALL CONFORM TO ON THESE PLANS. GRADED AREAS SHALL CONFORM TO THESE PLANS. GRADED AREAS SHALL CONFORM TO THESE PLANS. GRADED AREAS SHALL CONFORM TO PLANS. GRADED AREAS SHALL CONFORM TO PLANS. GRADED AREAS SHALL CONFORM TO GRADED AREAS SHALL CONFORM TO GRADED AREAS SHALL CONFORM TO AREAS SHALL CONFORM TO AREAS SHALL CONFORM TO SHALL CONFORM TO SHALL CONFORM TO CONFORM TO CONFORM TO TO TO THE VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF ELEVATIONS SHOWN WITHIN TOLERANCE OF ELEVATIONS SHOWN WITHIN TOLERANCE OF SHOWN WITHIN TOLERANCE OF SHOWN WITHIN TOLERANCE OF WITHIN TOLERANCE OF WITHIN TOLERANCE OF TOLERANCE OF TOLERANCE OF OF OF ONE-TENTH OF A FOOT IN LANDSCAPED AREAS AND OF A FOOT IN LANDSCAPED AREAS AND OF A FOOT IN LANDSCAPED AREAS AND A FOOT IN LANDSCAPED AREAS AND A FOOT IN LANDSCAPED AREAS AND FOOT IN LANDSCAPED AREAS AND FOOT IN LANDSCAPED AREAS AND IN LANDSCAPED AREAS AND IN LANDSCAPED AREAS AND LANDSCAPED AREAS AND LANDSCAPED AREAS AND AREAS AND AREAS AND AND AND TWO-HUNDREDTHS OF A FOOT IN HARDSCAPED OR PAVED AREAS. OF A FOOT IN HARDSCAPED OR PAVED AREAS. OF A FOOT IN HARDSCAPED OR PAVED AREAS. A FOOT IN HARDSCAPED OR PAVED AREAS. A FOOT IN HARDSCAPED OR PAVED AREAS. FOOT IN HARDSCAPED OR PAVED AREAS. FOOT IN HARDSCAPED OR PAVED AREAS. IN HARDSCAPED OR PAVED AREAS. IN HARDSCAPED OR PAVED AREAS. HARDSCAPED OR PAVED AREAS. HARDSCAPED OR PAVED AREAS. OR PAVED AREAS. OR PAVED AREAS. PAVED AREAS. PAVED AREAS. AREAS. AREAS. WHERE GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, AREAS DO NOT CONFORM TO THESE TOLERANCES, AREAS DO NOT CONFORM TO THESE TOLERANCES, DO NOT CONFORM TO THESE TOLERANCES, DO NOT CONFORM TO THESE TOLERANCES, NOT CONFORM TO THESE TOLERANCES, NOT CONFORM TO THESE TOLERANCES, CONFORM TO THESE TOLERANCES, CONFORM TO THESE TOLERANCES, TO THESE TOLERANCES, TO THESE TOLERANCES, THESE TOLERANCES, THESE TOLERANCES, TOLERANCES, TOLERANCES, THE CONTRACTOR SHALL BE REQUIRED TO DO CORRECTIVE CONTRACTOR SHALL BE REQUIRED TO DO CORRECTIVE CONTRACTOR SHALL BE REQUIRED TO DO CORRECTIVE SHALL BE REQUIRED TO DO CORRECTIVE SHALL BE REQUIRED TO DO CORRECTIVE BE REQUIRED TO DO CORRECTIVE BE REQUIRED TO DO CORRECTIVE REQUIRED TO DO CORRECTIVE REQUIRED TO DO CORRECTIVE TO DO CORRECTIVE TO DO CORRECTIVE DO CORRECTIVE DO CORRECTIVE CORRECTIVE CORRECTIVE GRADING, AT NO EXTRA COST TO THE OWNER. 3. RIMS OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED RIMS OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED STRUCTURES SHALL BE ADJUSTED TO FINISHED STRUCTURES SHALL BE ADJUSTED TO FINISHED SHALL BE ADJUSTED TO FINISHED SHALL BE ADJUSTED TO FINISHED BE ADJUSTED TO FINISHED BE ADJUSTED TO FINISHED ADJUSTED TO FINISHED ADJUSTED TO FINISHED TO FINISHED TO FINISHED FINISHED FINISHED GRADE IN AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION IN AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION IN AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION OF RE-GRADING. IN PAVED AREAS, ELEVATION OF RE-GRADING. IN PAVED AREAS, ELEVATION RE-GRADING. IN PAVED AREAS, ELEVATION RE-GRADING. IN PAVED AREAS, ELEVATION IN PAVED AREAS, ELEVATION IN PAVED AREAS, ELEVATION PAVED AREAS, ELEVATION PAVED AREAS, ELEVATION AREAS, ELEVATION AREAS, ELEVATION ELEVATION ELEVATION DIFFERENCE SHALL NOT BE MORE THAN INCH BETWEEN RIMS SHALL NOT BE MORE THAN INCH BETWEEN RIMS SHALL NOT BE MORE THAN INCH BETWEEN RIMS NOT BE MORE THAN INCH BETWEEN RIMS NOT BE MORE THAN INCH BETWEEN RIMS BE MORE THAN INCH BETWEEN RIMS BE MORE THAN INCH BETWEEN RIMS MORE THAN INCH BETWEEN RIMS MORE THAN INCH BETWEEN RIMS THAN INCH BETWEEN RIMS THAN INCH BETWEEN RIMS INCH BETWEEN RIMS 14 INCH BETWEEN RIMS INCH BETWEEN RIMS BETWEEN RIMS BETWEEN RIMS RIMS RIMS AND ADJACENT SURFACE. 4. WHERE IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, WHERE IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, INVOLVE ADA ACCESSIBILITY, INVOLVE ADA ACCESSIBILITY, ADA ACCESSIBILITY, ADA ACCESSIBILITY, ACCESSIBILITY, ACCESSIBILITY, CONTRACTOR'S ATTENTION IS DIRECTED TO THE FOLLOWING ATTENTION IS DIRECTED TO THE FOLLOWING ATTENTION IS DIRECTED TO THE FOLLOWING IS DIRECTED TO THE FOLLOWING IS DIRECTED TO THE FOLLOWING DIRECTED TO THE FOLLOWING DIRECTED TO THE FOLLOWING TO THE FOLLOWING TO THE FOLLOWING THE FOLLOWING THE FOLLOWING FOLLOWING FOLLOWING PARAMETERS THAT NEED TO BE MET WITH THE FINISHED THAT NEED TO BE MET WITH THE FINISHED THAT NEED TO BE MET WITH THE FINISHED NEED TO BE MET WITH THE FINISHED NEED TO BE MET WITH THE FINISHED TO BE MET WITH THE FINISHED TO BE MET WITH THE FINISHED BE MET WITH THE FINISHED BE MET WITH THE FINISHED MET WITH THE FINISHED MET WITH THE FINISHED WITH THE FINISHED WITH THE FINISHED THE FINISHED THE FINISHED FINISHED FINISHED CONSTRUCTION: a. WALKWAYS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF WALKWAYS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF HAVE A MAXIMUM LONGITUDINAL SLOPE OF HAVE A MAXIMUM LONGITUDINAL SLOPE OF A MAXIMUM LONGITUDINAL SLOPE OF A MAXIMUM LONGITUDINAL SLOPE OF MAXIMUM LONGITUDINAL SLOPE OF MAXIMUM LONGITUDINAL SLOPE OF LONGITUDINAL SLOPE OF LONGITUDINAL SLOPE OF SLOPE OF SLOPE OF OF OF 4.9% AND A MAXIMUM CROSS SLOPE OF 2%. b. LANDINGS SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL LANDINGS SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL HAVE A MAXIMUM SLOPE OF 2% IN ALL HAVE A MAXIMUM SLOPE OF 2% IN ALL A MAXIMUM SLOPE OF 2% IN ALL A MAXIMUM SLOPE OF 2% IN ALL MAXIMUM SLOPE OF 2% IN ALL MAXIMUM SLOPE OF 2% IN ALL SLOPE OF 2% IN ALL SLOPE OF 2% IN ALL OF 2% IN ALL OF 2% IN ALL 2% IN ALL 2% IN ALL IN ALL IN ALL ALL ALL DIRECTIONS, INCLUDING DIAGONAL. c. ADA PARKING STALLS AND STRIPED AISLE SHALL HAVE A ADA PARKING STALLS AND STRIPED AISLE SHALL HAVE A PARKING STALLS AND STRIPED AISLE SHALL HAVE A PARKING STALLS AND STRIPED AISLE SHALL HAVE A STALLS AND STRIPED AISLE SHALL HAVE A STALLS AND STRIPED AISLE SHALL HAVE A AND STRIPED AISLE SHALL HAVE A AND STRIPED AISLE SHALL HAVE A STRIPED AISLE SHALL HAVE A STRIPED AISLE SHALL HAVE A AISLE SHALL HAVE A AISLE SHALL HAVE A SHALL HAVE A SHALL HAVE A HAVE A HAVE A A A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING OF 2% IN ALL DIRECTIONS, INCLUDING OF 2% IN ALL DIRECTIONS, INCLUDING 2% IN ALL DIRECTIONS, INCLUDING 2% IN ALL DIRECTIONS, INCLUDING IN ALL DIRECTIONS, INCLUDING IN ALL DIRECTIONS, INCLUDING ALL DIRECTIONS, INCLUDING ALL DIRECTIONS, INCLUDING DIRECTIONS, INCLUDING DIRECTIONS, INCLUDING INCLUDING INCLUDING DIAGONAL. d. TRANSITIONS BETWEEN PROPOSED IMPROVEMENTS AND EXISTING TRANSITIONS BETWEEN PROPOSED IMPROVEMENTS AND EXISTING BETWEEN PROPOSED IMPROVEMENTS AND EXISTING BETWEEN PROPOSED IMPROVEMENTS AND EXISTING PROPOSED IMPROVEMENTS AND EXISTING PROPOSED IMPROVEMENTS AND EXISTING IMPROVEMENTS AND EXISTING IMPROVEMENTS AND EXISTING AND EXISTING AND EXISTING EXISTING EXISTING CONDITIONS SHALL BE SMOOTH AND FREE OF ABRUPT SHALL BE SMOOTH AND FREE OF ABRUPT SHALL BE SMOOTH AND FREE OF ABRUPT BE SMOOTH AND FREE OF ABRUPT BE SMOOTH AND FREE OF ABRUPT SMOOTH AND FREE OF ABRUPT SMOOTH AND FREE OF ABRUPT AND FREE OF ABRUPT AND FREE OF ABRUPT FREE OF ABRUPT FREE OF ABRUPT OF ABRUPT OF ABRUPT ABRUPT ABRUPT CHANGES. 5. THE GEOTECHNICAL FOUNDATION RECOMMENDATIONS PROVIDED THE GEOTECHNICAL FOUNDATION RECOMMENDATIONS PROVIDED GEOTECHNICAL FOUNDATION RECOMMENDATIONS PROVIDED GEOTECHNICAL FOUNDATION RECOMMENDATIONS PROVIDED FOUNDATION RECOMMENDATIONS PROVIDED FOUNDATION RECOMMENDATIONS PROVIDED RECOMMENDATIONS PROVIDED RECOMMENDATIONS PROVIDED PROVIDED PROVIDED ARE BASED ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE BASED ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE BASED ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE HAVING AT LEAST 16 INCHES OF NONEXPANSIVE HAVING AT LEAST 16 INCHES OF NONEXPANSIVE AT LEAST 16 INCHES OF NONEXPANSIVE AT LEAST 16 INCHES OF NONEXPANSIVE LEAST 16 INCHES OF NONEXPANSIVE LEAST 16 INCHES OF NONEXPANSIVE 16 INCHES OF NONEXPANSIVE 16 INCHES OF NONEXPANSIVE INCHES OF NONEXPANSIVE INCHES OF NONEXPANSIVE OF NONEXPANSIVE OF NONEXPANSIVE NONEXPANSIVE NONEXPANSIVE FILL AT THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED AT THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED AT THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED BUILDING PAD SURFACE. IF GRADES ARE CHANGED BUILDING PAD SURFACE. IF GRADES ARE CHANGED PAD SURFACE. IF GRADES ARE CHANGED PAD SURFACE. IF GRADES ARE CHANGED SURFACE. IF GRADES ARE CHANGED SURFACE. IF GRADES ARE CHANGED IF GRADES ARE CHANGED IF GRADES ARE CHANGED GRADES ARE CHANGED GRADES ARE CHANGED ARE CHANGED ARE CHANGED CHANGED CHANGED SUCH THAT THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 THAT THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 THAT THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 CLAYEY SAND FILL IS NOT AT LEAST 12 CLAYEY SAND FILL IS NOT AT LEAST 12 SAND FILL IS NOT AT LEAST 12 SAND FILL IS NOT AT LEAST 12 FILL IS NOT AT LEAST 12 FILL IS NOT AT LEAST 12 IS NOT AT LEAST 12 IS NOT AT LEAST 12 NOT AT LEAST 12 NOT AT LEAST 12 AT LEAST 12 AT LEAST 12 LEAST 12 LEAST 12 12 12 INCHES THICK, THE BUILDING PAD SHOULD BE OVER EXCAVATED THICK, THE BUILDING PAD SHOULD BE OVER EXCAVATED THICK, THE BUILDING PAD SHOULD BE OVER EXCAVATED THE BUILDING PAD SHOULD BE OVER EXCAVATED THE BUILDING PAD SHOULD BE OVER EXCAVATED BUILDING PAD SHOULD BE OVER EXCAVATED BUILDING PAD SHOULD BE OVER EXCAVATED PAD SHOULD BE OVER EXCAVATED PAD SHOULD BE OVER EXCAVATED SHOULD BE OVER EXCAVATED SHOULD BE OVER EXCAVATED BE OVER EXCAVATED BE OVER EXCAVATED OVER EXCAVATED OVER EXCAVATED EXCAVATED EXCAVATED TO A DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE A DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE A DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE OF AT LEAST 12 INCHES BELOW SUBGRADE OF AT LEAST 12 INCHES BELOW SUBGRADE AT LEAST 12 INCHES BELOW SUBGRADE AT LEAST 12 INCHES BELOW SUBGRADE LEAST 12 INCHES BELOW SUBGRADE LEAST 12 INCHES BELOW SUBGRADE 12 INCHES BELOW SUBGRADE 12 INCHES BELOW SUBGRADE INCHES BELOW SUBGRADE INCHES BELOW SUBGRADE BELOW SUBGRADE BELOW SUBGRADE SUBGRADE SUBGRADE ELEVATION AND REPLACED WITH NONEXPANSIVE ENGINEERED FILL. AND REPLACED WITH NONEXPANSIVE ENGINEERED FILL. AND REPLACED WITH NONEXPANSIVE ENGINEERED FILL. REPLACED WITH NONEXPANSIVE ENGINEERED FILL. REPLACED WITH NONEXPANSIVE ENGINEERED FILL. WITH NONEXPANSIVE ENGINEERED FILL. WITH NONEXPANSIVE ENGINEERED FILL. NONEXPANSIVE ENGINEERED FILL. NONEXPANSIVE ENGINEERED FILL. ENGINEERED FILL. ENGINEERED FILL. FILL. FILL. THE LIMITS OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND LIMITS OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND LIMITS OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND ENGINEERED FILL SHOULD EXTEND ENGINEERED FILL SHOULD EXTEND FILL SHOULD EXTEND FILL SHOULD EXTEND SHOULD EXTEND SHOULD EXTEND EXTEND EXTEND AT LEAST 5 FEET HORIZONTALLY BEYOND THE BUILDING LEAST 5 FEET HORIZONTALLY BEYOND THE BUILDING LEAST 5 FEET HORIZONTALLY BEYOND THE BUILDING 5 FEET HORIZONTALLY BEYOND THE BUILDING 5 FEET HORIZONTALLY BEYOND THE BUILDING FEET HORIZONTALLY BEYOND THE BUILDING FEET HORIZONTALLY BEYOND THE BUILDING HORIZONTALLY BEYOND THE BUILDING HORIZONTALLY BEYOND THE BUILDING BEYOND THE BUILDING BEYOND THE BUILDING THE BUILDING THE BUILDING BUILDING BUILDING PERIMETER AND BENEATH ADJOINING EXTERIOR CONCRETE AND BENEATH ADJOINING EXTERIOR CONCRETE AND BENEATH ADJOINING EXTERIOR CONCRETE BENEATH ADJOINING EXTERIOR CONCRETE BENEATH ADJOINING EXTERIOR CONCRETE ADJOINING EXTERIOR CONCRETE ADJOINING EXTERIOR CONCRETE EXTERIOR CONCRETE EXTERIOR CONCRETE CONCRETE CONCRETE FLATWORK SECTIONS, PER THE "LOS MEDANOS COLLEGE CAMPUS SECTIONS, PER THE "LOS MEDANOS COLLEGE CAMPUS SECTIONS, PER THE "LOS MEDANOS COLLEGE CAMPUS PER THE "LOS MEDANOS COLLEGE CAMPUS PER THE "LOS MEDANOS COLLEGE CAMPUS THE "LOS MEDANOS COLLEGE CAMPUS THE "LOS MEDANOS COLLEGE CAMPUS "LOS MEDANOS COLLEGE CAMPUS "LOS MEDANOS COLLEGE CAMPUS MEDANOS COLLEGE CAMPUS MEDANOS COLLEGE CAMPUS COLLEGE CAMPUS COLLEGE CAMPUS CAMPUS CAMPUS SAFETY CENTER GEOTECH REPORT," BY KLEINFELDER DATED CENTER GEOTECH REPORT," BY KLEINFELDER DATED CENTER GEOTECH REPORT," BY KLEINFELDER DATED GEOTECH REPORT," BY KLEINFELDER DATED GEOTECH REPORT," BY KLEINFELDER DATED REPORT," BY KLEINFELDER DATED REPORT," BY KLEINFELDER DATED BY KLEINFELDER DATED BY KLEINFELDER DATED KLEINFELDER DATED KLEINFELDER DATED DATED DATED SEPTEMBER 8, 2015.
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SEE GRADING ENLARGEMENT A, SHEET C3.01
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980 9TH ST., STE 1770 SACRAMENTO, CALIFORNIA
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CIVIL
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GRADING PLAN
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EXISTING CONDITIONS
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PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE
WRITTEN CONSENT OF LPAS, INC. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
ARCHITECT'S STAMP APPROVAL
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CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
ADDENDUM 1March 7, 2018
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GRADING NOTES 1. GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SHALL BE PERFORMED IN ACCORDANCE WITH THE SHALL BE PERFORMED IN ACCORDANCE WITH THE BE PERFORMED IN ACCORDANCE WITH THE BE PERFORMED IN ACCORDANCE WITH THE PERFORMED IN ACCORDANCE WITH THE PERFORMED IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE TECHNICAL SPECIFICATIONS AND THE REQUIREMENTS AND SPECIFICATIONS AND THE REQUIREMENTS AND SPECIFICATIONS AND THE REQUIREMENTS AND AND THE REQUIREMENTS AND AND THE REQUIREMENTS AND THE REQUIREMENTS AND THE REQUIREMENTS AND REQUIREMENTS AND REQUIREMENTS AND AND AND RECOMMENDATIONS CONTAINED IN THE PROJECT GEOTECHNICAL CONTAINED IN THE PROJECT GEOTECHNICAL CONTAINED IN THE PROJECT GEOTECHNICAL IN THE PROJECT GEOTECHNICAL IN THE PROJECT GEOTECHNICAL THE PROJECT GEOTECHNICAL THE PROJECT GEOTECHNICAL PROJECT GEOTECHNICAL PROJECT GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL REPORT. 2. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM SHALL EXERCISE EXTREME CARE TO CONFORM SHALL EXERCISE EXTREME CARE TO CONFORM EXERCISE EXTREME CARE TO CONFORM EXERCISE EXTREME CARE TO CONFORM EXTREME CARE TO CONFORM EXTREME CARE TO CONFORM CARE TO CONFORM CARE TO CONFORM TO CONFORM TO CONFORM CONFORM CONFORM TO THE LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET THE LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET THE LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET GRADES, SECTIONS, AND DIMENSIONS AS SET GRADES, SECTIONS, AND DIMENSIONS AS SET SECTIONS, AND DIMENSIONS AS SET SECTIONS, AND DIMENSIONS AS SET AND DIMENSIONS AS SET AND DIMENSIONS AS SET DIMENSIONS AS SET DIMENSIONS AS SET AS SET AS SET SET SET FORTH ON THESE PLANS. GRADED AREAS SHALL CONFORM TO ON THESE PLANS. GRADED AREAS SHALL CONFORM TO ON THESE PLANS. GRADED AREAS SHALL CONFORM TO THESE PLANS. GRADED AREAS SHALL CONFORM TO THESE PLANS. GRADED AREAS SHALL CONFORM TO PLANS. GRADED AREAS SHALL CONFORM TO PLANS. GRADED AREAS SHALL CONFORM TO GRADED AREAS SHALL CONFORM TO GRADED AREAS SHALL CONFORM TO AREAS SHALL CONFORM TO AREAS SHALL CONFORM TO SHALL CONFORM TO SHALL CONFORM TO CONFORM TO CONFORM TO TO TO THE VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF ELEVATIONS SHOWN WITHIN TOLERANCE OF ELEVATIONS SHOWN WITHIN TOLERANCE OF SHOWN WITHIN TOLERANCE OF SHOWN WITHIN TOLERANCE OF WITHIN TOLERANCE OF WITHIN TOLERANCE OF TOLERANCE OF TOLERANCE OF OF OF ONE-TENTH OF A FOOT IN LANDSCAPED AREAS AND OF A FOOT IN LANDSCAPED AREAS AND OF A FOOT IN LANDSCAPED AREAS AND A FOOT IN LANDSCAPED AREAS AND A FOOT IN LANDSCAPED AREAS AND FOOT IN LANDSCAPED AREAS AND FOOT IN LANDSCAPED AREAS AND IN LANDSCAPED AREAS AND IN LANDSCAPED AREAS AND LANDSCAPED AREAS AND LANDSCAPED AREAS AND AREAS AND AREAS AND AND AND TWO-HUNDREDTHS OF A FOOT IN HARDSCAPED OR PAVED AREAS. OF A FOOT IN HARDSCAPED OR PAVED AREAS. OF A FOOT IN HARDSCAPED OR PAVED AREAS. A FOOT IN HARDSCAPED OR PAVED AREAS. A FOOT IN HARDSCAPED OR PAVED AREAS. FOOT IN HARDSCAPED OR PAVED AREAS. FOOT IN HARDSCAPED OR PAVED AREAS. IN HARDSCAPED OR PAVED AREAS. IN HARDSCAPED OR PAVED AREAS. HARDSCAPED OR PAVED AREAS. HARDSCAPED OR PAVED AREAS. OR PAVED AREAS. OR PAVED AREAS. PAVED AREAS. PAVED AREAS. AREAS. AREAS. WHERE GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, AREAS DO NOT CONFORM TO THESE TOLERANCES, AREAS DO NOT CONFORM TO THESE TOLERANCES, DO NOT CONFORM TO THESE TOLERANCES, DO NOT CONFORM TO THESE TOLERANCES, NOT CONFORM TO THESE TOLERANCES, NOT CONFORM TO THESE TOLERANCES, CONFORM TO THESE TOLERANCES, CONFORM TO THESE TOLERANCES, TO THESE TOLERANCES, TO THESE TOLERANCES, THESE TOLERANCES, THESE TOLERANCES, TOLERANCES, TOLERANCES, THE CONTRACTOR SHALL BE REQUIRED TO DO CORRECTIVE CONTRACTOR SHALL BE REQUIRED TO DO CORRECTIVE CONTRACTOR SHALL BE REQUIRED TO DO CORRECTIVE SHALL BE REQUIRED TO DO CORRECTIVE SHALL BE REQUIRED TO DO CORRECTIVE BE REQUIRED TO DO CORRECTIVE BE REQUIRED TO DO CORRECTIVE REQUIRED TO DO CORRECTIVE REQUIRED TO DO CORRECTIVE TO DO CORRECTIVE TO DO CORRECTIVE DO CORRECTIVE DO CORRECTIVE CORRECTIVE CORRECTIVE GRADING, AT NO EXTRA COST TO THE OWNER. 3. RIMS OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED RIMS OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED STRUCTURES SHALL BE ADJUSTED TO FINISHED STRUCTURES SHALL BE ADJUSTED TO FINISHED SHALL BE ADJUSTED TO FINISHED SHALL BE ADJUSTED TO FINISHED BE ADJUSTED TO FINISHED BE ADJUSTED TO FINISHED ADJUSTED TO FINISHED ADJUSTED TO FINISHED TO FINISHED TO FINISHED FINISHED FINISHED GRADE IN AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION IN AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION IN AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION AREAS OF RE-GRADING. IN PAVED AREAS, ELEVATION OF RE-GRADING. IN PAVED AREAS, ELEVATION OF RE-GRADING. IN PAVED AREAS, ELEVATION RE-GRADING. IN PAVED AREAS, ELEVATION RE-GRADING. IN PAVED AREAS, ELEVATION IN PAVED AREAS, ELEVATION IN PAVED AREAS, ELEVATION PAVED AREAS, ELEVATION PAVED AREAS, ELEVATION AREAS, ELEVATION AREAS, ELEVATION ELEVATION ELEVATION DIFFERENCE SHALL NOT BE MORE THAN INCH BETWEEN RIMS SHALL NOT BE MORE THAN INCH BETWEEN RIMS SHALL NOT BE MORE THAN INCH BETWEEN RIMS NOT BE MORE THAN INCH BETWEEN RIMS NOT BE MORE THAN INCH BETWEEN RIMS BE MORE THAN INCH BETWEEN RIMS BE MORE THAN INCH BETWEEN RIMS MORE THAN INCH BETWEEN RIMS MORE THAN INCH BETWEEN RIMS THAN INCH BETWEEN RIMS THAN INCH BETWEEN RIMS INCH BETWEEN RIMS 14 INCH BETWEEN RIMS INCH BETWEEN RIMS BETWEEN RIMS BETWEEN RIMS RIMS RIMS AND ADJACENT SURFACE. 4. WHERE IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, WHERE IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, INVOLVE ADA ACCESSIBILITY, INVOLVE ADA ACCESSIBILITY, ADA ACCESSIBILITY, ADA ACCESSIBILITY, ACCESSIBILITY, ACCESSIBILITY, CONTRACTOR'S ATTENTION IS DIRECTED TO THE FOLLOWING ATTENTION IS DIRECTED TO THE FOLLOWING ATTENTION IS DIRECTED TO THE FOLLOWING IS DIRECTED TO THE FOLLOWING IS DIRECTED TO THE FOLLOWING DIRECTED TO THE FOLLOWING DIRECTED TO THE FOLLOWING TO THE FOLLOWING TO THE FOLLOWING THE FOLLOWING THE FOLLOWING FOLLOWING FOLLOWING PARAMETERS THAT NEED TO BE MET WITH THE FINISHED THAT NEED TO BE MET WITH THE FINISHED THAT NEED TO BE MET WITH THE FINISHED NEED TO BE MET WITH THE FINISHED NEED TO BE MET WITH THE FINISHED TO BE MET WITH THE FINISHED TO BE MET WITH THE FINISHED BE MET WITH THE FINISHED BE MET WITH THE FINISHED MET WITH THE FINISHED MET WITH THE FINISHED WITH THE FINISHED WITH THE FINISHED THE FINISHED THE FINISHED FINISHED FINISHED CONSTRUCTION: a. WALKWAYS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF WALKWAYS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF HAVE A MAXIMUM LONGITUDINAL SLOPE OF HAVE A MAXIMUM LONGITUDINAL SLOPE OF A MAXIMUM LONGITUDINAL SLOPE OF A MAXIMUM LONGITUDINAL SLOPE OF MAXIMUM LONGITUDINAL SLOPE OF MAXIMUM LONGITUDINAL SLOPE OF LONGITUDINAL SLOPE OF LONGITUDINAL SLOPE OF SLOPE OF SLOPE OF OF OF 4.9% AND A MAXIMUM CROSS SLOPE OF 2%. b. LANDINGS SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL LANDINGS SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL HAVE A MAXIMUM SLOPE OF 2% IN ALL HAVE A MAXIMUM SLOPE OF 2% IN ALL A MAXIMUM SLOPE OF 2% IN ALL A MAXIMUM SLOPE OF 2% IN ALL MAXIMUM SLOPE OF 2% IN ALL MAXIMUM SLOPE OF 2% IN ALL SLOPE OF 2% IN ALL SLOPE OF 2% IN ALL OF 2% IN ALL OF 2% IN ALL 2% IN ALL 2% IN ALL IN ALL IN ALL ALL ALL DIRECTIONS, INCLUDING DIAGONAL. c. ADA PARKING STALLS AND STRIPED AISLE SHALL HAVE A ADA PARKING STALLS AND STRIPED AISLE SHALL HAVE A PARKING STALLS AND STRIPED AISLE SHALL HAVE A PARKING STALLS AND STRIPED AISLE SHALL HAVE A STALLS AND STRIPED AISLE SHALL HAVE A STALLS AND STRIPED AISLE SHALL HAVE A AND STRIPED AISLE SHALL HAVE A AND STRIPED AISLE SHALL HAVE A STRIPED AISLE SHALL HAVE A STRIPED AISLE SHALL HAVE A AISLE SHALL HAVE A AISLE SHALL HAVE A SHALL HAVE A SHALL HAVE A HAVE A HAVE A A A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING OF 2% IN ALL DIRECTIONS, INCLUDING OF 2% IN ALL DIRECTIONS, INCLUDING 2% IN ALL DIRECTIONS, INCLUDING 2% IN ALL DIRECTIONS, INCLUDING IN ALL DIRECTIONS, INCLUDING IN ALL DIRECTIONS, INCLUDING ALL DIRECTIONS, INCLUDING ALL DIRECTIONS, INCLUDING DIRECTIONS, INCLUDING DIRECTIONS, INCLUDING INCLUDING INCLUDING DIAGONAL. d. TRANSITIONS BETWEEN PROPOSED IMPROVEMENTS AND EXISTING TRANSITIONS BETWEEN PROPOSED IMPROVEMENTS AND EXISTING BETWEEN PROPOSED IMPROVEMENTS AND EXISTING BETWEEN PROPOSED IMPROVEMENTS AND EXISTING PROPOSED IMPROVEMENTS AND EXISTING PROPOSED IMPROVEMENTS AND EXISTING IMPROVEMENTS AND EXISTING IMPROVEMENTS AND EXISTING AND EXISTING AND EXISTING EXISTING EXISTING CONDITIONS SHALL BE SMOOTH AND FREE OF ABRUPT SHALL BE SMOOTH AND FREE OF ABRUPT SHALL BE SMOOTH AND FREE OF ABRUPT BE SMOOTH AND FREE OF ABRUPT BE SMOOTH AND FREE OF ABRUPT SMOOTH AND FREE OF ABRUPT SMOOTH AND FREE OF ABRUPT AND FREE OF ABRUPT AND FREE OF ABRUPT FREE OF ABRUPT FREE OF ABRUPT OF ABRUPT OF ABRUPT ABRUPT ABRUPT CHANGES. 5. THE GEOTECHNICAL FOUNDATION RECOMMENDATIONS PROVIDED THE GEOTECHNICAL FOUNDATION RECOMMENDATIONS PROVIDED GEOTECHNICAL FOUNDATION RECOMMENDATIONS PROVIDED GEOTECHNICAL FOUNDATION RECOMMENDATIONS PROVIDED FOUNDATION RECOMMENDATIONS PROVIDED FOUNDATION RECOMMENDATIONS PROVIDED RECOMMENDATIONS PROVIDED RECOMMENDATIONS PROVIDED PROVIDED PROVIDED ARE BASED ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE BASED ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE BASED ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE ON HAVING AT LEAST 16 INCHES OF NONEXPANSIVE HAVING AT LEAST 16 INCHES OF NONEXPANSIVE HAVING AT LEAST 16 INCHES OF NONEXPANSIVE AT LEAST 16 INCHES OF NONEXPANSIVE AT LEAST 16 INCHES OF NONEXPANSIVE LEAST 16 INCHES OF NONEXPANSIVE LEAST 16 INCHES OF NONEXPANSIVE 16 INCHES OF NONEXPANSIVE 16 INCHES OF NONEXPANSIVE INCHES OF NONEXPANSIVE INCHES OF NONEXPANSIVE OF NONEXPANSIVE OF NONEXPANSIVE NONEXPANSIVE NONEXPANSIVE FILL AT THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED AT THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED AT THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED THE BUILDING PAD SURFACE. IF GRADES ARE CHANGED BUILDING PAD SURFACE. IF GRADES ARE CHANGED BUILDING PAD SURFACE. IF GRADES ARE CHANGED PAD SURFACE. IF GRADES ARE CHANGED PAD SURFACE. IF GRADES ARE CHANGED SURFACE. IF GRADES ARE CHANGED SURFACE. IF GRADES ARE CHANGED IF GRADES ARE CHANGED IF GRADES ARE CHANGED GRADES ARE CHANGED GRADES ARE CHANGED ARE CHANGED ARE CHANGED CHANGED CHANGED SUCH THAT THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 THAT THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 THAT THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 THE EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 EXISTING CLAYEY SAND FILL IS NOT AT LEAST 12 CLAYEY SAND FILL IS NOT AT LEAST 12 CLAYEY SAND FILL IS NOT AT LEAST 12 SAND FILL IS NOT AT LEAST 12 SAND FILL IS NOT AT LEAST 12 FILL IS NOT AT LEAST 12 FILL IS NOT AT LEAST 12 IS NOT AT LEAST 12 IS NOT AT LEAST 12 NOT AT LEAST 12 NOT AT LEAST 12 AT LEAST 12 AT LEAST 12 LEAST 12 LEAST 12 12 12 INCHES THICK, THE BUILDING PAD SHOULD BE OVER EXCAVATED THICK, THE BUILDING PAD SHOULD BE OVER EXCAVATED THICK, THE BUILDING PAD SHOULD BE OVER EXCAVATED THE BUILDING PAD SHOULD BE OVER EXCAVATED THE BUILDING PAD SHOULD BE OVER EXCAVATED BUILDING PAD SHOULD BE OVER EXCAVATED BUILDING PAD SHOULD BE OVER EXCAVATED PAD SHOULD BE OVER EXCAVATED PAD SHOULD BE OVER EXCAVATED SHOULD BE OVER EXCAVATED SHOULD BE OVER EXCAVATED BE OVER EXCAVATED BE OVER EXCAVATED OVER EXCAVATED OVER EXCAVATED EXCAVATED EXCAVATED TO A DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE A DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE A DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE DEPTH OF AT LEAST 12 INCHES BELOW SUBGRADE OF AT LEAST 12 INCHES BELOW SUBGRADE OF AT LEAST 12 INCHES BELOW SUBGRADE AT LEAST 12 INCHES BELOW SUBGRADE AT LEAST 12 INCHES BELOW SUBGRADE LEAST 12 INCHES BELOW SUBGRADE LEAST 12 INCHES BELOW SUBGRADE 12 INCHES BELOW SUBGRADE 12 INCHES BELOW SUBGRADE INCHES BELOW SUBGRADE INCHES BELOW SUBGRADE BELOW SUBGRADE BELOW SUBGRADE SUBGRADE SUBGRADE ELEVATION AND REPLACED WITH NONEXPANSIVE ENGINEERED FILL. AND REPLACED WITH NONEXPANSIVE ENGINEERED FILL. AND REPLACED WITH NONEXPANSIVE ENGINEERED FILL. REPLACED WITH NONEXPANSIVE ENGINEERED FILL. REPLACED WITH NONEXPANSIVE ENGINEERED FILL. WITH NONEXPANSIVE ENGINEERED FILL. WITH NONEXPANSIVE ENGINEERED FILL. NONEXPANSIVE ENGINEERED FILL. NONEXPANSIVE ENGINEERED FILL. ENGINEERED FILL. ENGINEERED FILL. FILL. FILL. THE LIMITS OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND LIMITS OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND LIMITS OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND OF NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND NON-EXPANSIVE ENGINEERED FILL SHOULD EXTEND ENGINEERED FILL SHOULD EXTEND ENGINEERED FILL SHOULD EXTEND FILL SHOULD EXTEND FILL SHOULD EXTEND SHOULD EXTEND SHOULD EXTEND EXTEND EXTEND AT LEAST 5 FEET HORIZONTALLY BEYOND THE BUILDING LEAST 5 FEET HORIZONTALLY BEYOND THE BUILDING LEAST 5 FEET HORIZONTALLY BEYOND THE BUILDING 5 FEET HORIZONTALLY BEYOND THE BUILDING 5 FEET HORIZONTALLY BEYOND THE BUILDING FEET HORIZONTALLY BEYOND THE BUILDING FEET HORIZONTALLY BEYOND THE BUILDING HORIZONTALLY BEYOND THE BUILDING HORIZONTALLY BEYOND THE BUILDING BEYOND THE BUILDING BEYOND THE BUILDING THE BUILDING THE BUILDING BUILDING BUILDING PERIMETER AND BENEATH ADJOINING EXTERIOR CONCRETE AND BENEATH ADJOINING EXTERIOR CONCRETE AND BENEATH ADJOINING EXTERIOR CONCRETE BENEATH ADJOINING EXTERIOR CONCRETE BENEATH ADJOINING EXTERIOR CONCRETE ADJOINING EXTERIOR CONCRETE ADJOINING EXTERIOR CONCRETE EXTERIOR CONCRETE EXTERIOR CONCRETE CONCRETE CONCRETE FLATWORK SECTIONS, PER THE "LOS MEDANOS COLLEGE CAMPUS SECTIONS, PER THE "LOS MEDANOS COLLEGE CAMPUS SECTIONS, PER THE "LOS MEDANOS COLLEGE CAMPUS PER THE "LOS MEDANOS COLLEGE CAMPUS PER THE "LOS MEDANOS COLLEGE CAMPUS THE "LOS MEDANOS COLLEGE CAMPUS THE "LOS MEDANOS COLLEGE CAMPUS "LOS MEDANOS COLLEGE CAMPUS "LOS MEDANOS COLLEGE CAMPUS MEDANOS COLLEGE CAMPUS MEDANOS COLLEGE CAMPUS COLLEGE CAMPUS COLLEGE CAMPUS CAMPUS CAMPUS SAFETY CENTER GEOTECH REPORT," BY KLEINFELDER DATED CENTER GEOTECH REPORT," BY KLEINFELDER DATED CENTER GEOTECH REPORT," BY KLEINFELDER DATED GEOTECH REPORT," BY KLEINFELDER DATED GEOTECH REPORT," BY KLEINFELDER DATED REPORT," BY KLEINFELDER DATED REPORT," BY KLEINFELDER DATED BY KLEINFELDER DATED BY KLEINFELDER DATED KLEINFELDER DATED KLEINFELDER DATED DATED DATED SEPTEMBER 8, 2015.
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2 - 4" RISERS TREAD=11"
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RIM 74.86±(MATCH (E) GRADES)
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GRADE BREAK (TYP)
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GOLF CART ONLY
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PROPOSED BUILDING
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VALLEY GUTTER
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PROPOSED LANDSCAPE
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CONCRETE APRON, SAD
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6
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C6.00
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VALLEY GUTTER
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C6.01
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4 - 5.5" RISERS TREAD=14"
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ADJUST RIM TO GRADE
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VERTICAL CURB
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VERTICAL CURB
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AC PLUG
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EXISTING AC
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C6.00
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C6.00
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980 9TH ST., STE 1770 SACRAMENTO, CALIFORNIA
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916.556.5800
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CIVIL
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C 64850
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EXP. 6/30/19
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CROSS SECTION C-C SEE SHEET C3.00
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GRADING ENLARGEMENT A SCALE:1"=5'
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GRADING ENLARGEMENT B SCALE:1"=5'
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CROSS SECTION A-A
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CROSS SECTION B-B
WAY
ON
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WAYONE
NO PARKING
UTILITY PLAN
C4.00
6910 5 31112 8 7 4 2 1
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE
WRITTEN CONSENT OF LPAS, INC. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
ARCHITECT'S STAMP APPROVAL
J
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CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
ADDENDUM 1March 7, 2018
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6"
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6"
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GOLF CART ONLY
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GOLF CART ONLY
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CO
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CONNECT TO (E) 12" SD 6" INV 70.00±
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6" SD, 26 LF S=0.0200
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6" SD, 19 LF S=0.0200
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CAUTION!!! (E) GAS LINE
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VIF THAT (E) WATER LINE HAS MIN 12" CLEARANCE OVER SD LINE
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SDCB RIM 73.50 6" INV 70.79
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RELOCATED STREET LIGHT
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STREET LIGHT, SED
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RELOCATED IRRIGATION VALVE
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CURB THROUGH DRAIN
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CONNECT TO ROOF DRAIN, SAD
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CONNECT TO ROOF DRAIN, SAD
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12
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4" SD, 12 LF
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4" SD, 12 LF
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SDC0 RIM 74.20 6" INV 70.35
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CONNECT TO EXISTING COMMUNICATION MANHOLE, SEE NOTE 11
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ROOF DRAIN DOWNSPOUT, SAD
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SEE UTILITY ENLARGEMENT B, SHEET C4.00
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UTILITY NOTES 1. PROPOSED SITE PLAN HAS BEEN SCREENED FOR CLARITY. PROPOSED SITE PLAN HAS BEEN SCREENED FOR CLARITY. 2. RIM ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO RIM ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO EXISTING UTILITY STRUCTURES SHALL BE RAISED TO EXISTING UTILITY STRUCTURES SHALL BE RAISED TO UTILITY STRUCTURES SHALL BE RAISED TO UTILITY STRUCTURES SHALL BE RAISED TO STRUCTURES SHALL BE RAISED TO STRUCTURES SHALL BE RAISED TO SHALL BE RAISED TO SHALL BE RAISED TO BE RAISED TO BE RAISED TO RAISED TO RAISED TO TO TO PROPOSED SURFACE ELEVATIONS. EXISTING STRUCTURES LOCATED WITHIN SURFACE ELEVATIONS. EXISTING STRUCTURES LOCATED WITHIN SURFACE ELEVATIONS. EXISTING STRUCTURES LOCATED WITHIN ELEVATIONS. EXISTING STRUCTURES LOCATED WITHIN ELEVATIONS. EXISTING STRUCTURES LOCATED WITHIN EXISTING STRUCTURES LOCATED WITHIN EXISTING STRUCTURES LOCATED WITHIN STRUCTURES LOCATED WITHIN STRUCTURES LOCATED WITHIN LOCATED WITHIN LOCATED WITHIN WITHIN WITHIN PROPOSED VEHICULAR ROADWAY, AN H-20 TRAFFIC-RATED TOP SHALL BE USED VEHICULAR ROADWAY, AN H-20 TRAFFIC-RATED TOP SHALL BE USED VEHICULAR ROADWAY, AN H-20 TRAFFIC-RATED TOP SHALL BE USED ROADWAY, AN H-20 TRAFFIC-RATED TOP SHALL BE USED ROADWAY, AN H-20 TRAFFIC-RATED TOP SHALL BE USED AN H-20 TRAFFIC-RATED TOP SHALL BE USED AN H-20 TRAFFIC-RATED TOP SHALL BE USED H-20 TRAFFIC-RATED TOP SHALL BE USED H-20 TRAFFIC-RATED TOP SHALL BE USED TRAFFIC-RATED TOP SHALL BE USED TRAFFIC-RATED TOP SHALL BE USED TOP SHALL BE USED TOP SHALL BE USED SHALL BE USED SHALL BE USED BE USED BE USED USED USED TO REPLACE THE EXISTING TOP OF THE ADJUSTED STRUCTURE. 3. PROTECT ALL EXISTING UTILITIES AND SITE FEATURES FROM BEING DAMAGED, PROTECT ALL EXISTING UTILITIES AND SITE FEATURES FROM BEING DAMAGED, ALL EXISTING UTILITIES AND SITE FEATURES FROM BEING DAMAGED, ALL EXISTING UTILITIES AND SITE FEATURES FROM BEING DAMAGED, EXISTING UTILITIES AND SITE FEATURES FROM BEING DAMAGED, EXISTING UTILITIES AND SITE FEATURES FROM BEING DAMAGED, UTILITIES AND SITE FEATURES FROM BEING DAMAGED, UTILITIES AND SITE FEATURES FROM BEING DAMAGED, AND SITE FEATURES FROM BEING DAMAGED, AND SITE FEATURES FROM BEING DAMAGED, SITE FEATURES FROM BEING DAMAGED, SITE FEATURES FROM BEING DAMAGED, FEATURES FROM BEING DAMAGED, FEATURES FROM BEING DAMAGED, FROM BEING DAMAGED, FROM BEING DAMAGED, BEING DAMAGED, BEING DAMAGED, DAMAGED, DAMAGED, UNLESS OTHERWISE NOTED. ALL UTILITIES AND IMPROVEMENTS THAT BECOME OTHERWISE NOTED. ALL UTILITIES AND IMPROVEMENTS THAT BECOME OTHERWISE NOTED. ALL UTILITIES AND IMPROVEMENTS THAT BECOME NOTED. ALL UTILITIES AND IMPROVEMENTS THAT BECOME NOTED. ALL UTILITIES AND IMPROVEMENTS THAT BECOME ALL UTILITIES AND IMPROVEMENTS THAT BECOME ALL UTILITIES AND IMPROVEMENTS THAT BECOME UTILITIES AND IMPROVEMENTS THAT BECOME UTILITIES AND IMPROVEMENTS THAT BECOME AND IMPROVEMENTS THAT BECOME AND IMPROVEMENTS THAT BECOME IMPROVEMENTS THAT BECOME IMPROVEMENTS THAT BECOME THAT BECOME THAT BECOME BECOME BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO SHALL BE COMPLETELY RESTORED AT NO SHALL BE COMPLETELY RESTORED AT NO BE COMPLETELY RESTORED AT NO BE COMPLETELY RESTORED AT NO COMPLETELY RESTORED AT NO COMPLETELY RESTORED AT NO RESTORED AT NO RESTORED AT NO AT NO AT NO NO NO ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE ENGINEER. 4. THE EXISTING UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE THE EXISTING UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE EXISTING UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE EXISTING UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE LINES AND STRUCTURES SHOWN ON THESE PLANS ARE LINES AND STRUCTURES SHOWN ON THESE PLANS ARE AND STRUCTURES SHOWN ON THESE PLANS ARE AND STRUCTURES SHOWN ON THESE PLANS ARE STRUCTURES SHOWN ON THESE PLANS ARE STRUCTURES SHOWN ON THESE PLANS ARE SHOWN ON THESE PLANS ARE SHOWN ON THESE PLANS ARE ON THESE PLANS ARE ON THESE PLANS ARE THESE PLANS ARE THESE PLANS ARE PLANS ARE PLANS ARE ARE ARE DERIVED FROM RECORD DATA, UNDERGROUND UTILITY SURVEY AND/OR SURFACE FROM RECORD DATA, UNDERGROUND UTILITY SURVEY AND/OR SURFACE FROM RECORD DATA, UNDERGROUND UTILITY SURVEY AND/OR SURFACE RECORD DATA, UNDERGROUND UTILITY SURVEY AND/OR SURFACE RECORD DATA, UNDERGROUND UTILITY SURVEY AND/OR SURFACE DATA, UNDERGROUND UTILITY SURVEY AND/OR SURFACE DATA, UNDERGROUND UTILITY SURVEY AND/OR SURFACE UNDERGROUND UTILITY SURVEY AND/OR SURFACE UNDERGROUND UTILITY SURVEY AND/OR SURFACE UTILITY SURVEY AND/OR SURFACE UTILITY SURVEY AND/OR SURFACE SURVEY AND/OR SURFACE SURVEY AND/OR SURFACE AND/OR SURFACE AND/OR SURFACE SURFACE SURFACE OBSERVATION AND ARE APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE, AND ARE APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE, AND ARE APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE, ARE APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE, ARE APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE, APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE, APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE, ONLY. ACTUAL LOCATION AND SIZE, ONLY. ACTUAL LOCATION AND SIZE, ACTUAL LOCATION AND SIZE, ACTUAL LOCATION AND SIZE, LOCATION AND SIZE, LOCATION AND SIZE, AND SIZE, AND SIZE, SIZE, SIZE, TOGETHER WITH THE PRESENCE OF ANY ADDITIONAL UTILITY LINES AND ADDITIONAL UTILITY LINES AND UTILITY LINES AND UTILITY LINES AND LINES AND LINES AND AND AND STRUCTURES NOT SHOWN ON THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY NOT SHOWN ON THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY NOT SHOWN ON THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY SHOWN ON THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY SHOWN ON THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY ON THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY ON THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY PLAN, SHALL BE VERIFIED IN THE FIELD BY PLAN, SHALL BE VERIFIED IN THE FIELD BY SHALL BE VERIFIED IN THE FIELD BY SHALL BE VERIFIED IN THE FIELD BY BE VERIFIED IN THE FIELD BY BE VERIFIED IN THE FIELD BY VERIFIED IN THE FIELD BY VERIFIED IN THE FIELD BY IN THE FIELD BY IN THE FIELD BY THE FIELD BY THE FIELD BY FIELD BY FIELD BY BY BY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE SHALL NOTIFY THE SHALL NOTIFY THE NOTIFY THE NOTIFY THE THE THE OWNER IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DISCOVERY OF ANY DISCREPANCIES BETWEEN DISCOVERY OF ANY DISCREPANCIES BETWEEN OF ANY DISCREPANCIES BETWEEN OF ANY DISCREPANCIES BETWEEN ANY DISCREPANCIES BETWEEN ANY DISCREPANCIES BETWEEN DISCREPANCIES BETWEEN DISCREPANCIES BETWEEN BETWEEN BETWEEN EXISTING CONDITIONS IN THE FIELD AND INFORMATION SHOWN ON THESE PLANS. 5. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND TEES ON WATER THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND TEES ON WATER BLOCKS SHALL BE INSTALLED AT ALL BENDS AND TEES ON WATER BLOCKS SHALL BE INSTALLED AT ALL BENDS AND TEES ON WATER SHALL BE INSTALLED AT ALL BENDS AND TEES ON WATER SHALL BE INSTALLED AT ALL BENDS AND TEES ON WATER BE INSTALLED AT ALL BENDS AND TEES ON WATER BE INSTALLED AT ALL BENDS AND TEES ON WATER INSTALLED AT ALL BENDS AND TEES ON WATER INSTALLED AT ALL BENDS AND TEES ON WATER AT ALL BENDS AND TEES ON WATER AT ALL BENDS AND TEES ON WATER ALL BENDS AND TEES ON WATER ALL BENDS AND TEES ON WATER BENDS AND TEES ON WATER BENDS AND TEES ON WATER AND TEES ON WATER AND TEES ON WATER TEES ON WATER TEES ON WATER ON WATER ON WATER WATER WATER MAINS & FIRE SERVICE LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD & FIRE SERVICE LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD & FIRE SERVICE LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD FIRE SERVICE LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD FIRE SERVICE LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD SERVICE LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD SERVICE LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD LINES. CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD MAY USE RESTRAIN JOINTS INSTEAD MAY USE RESTRAIN JOINTS INSTEAD USE RESTRAIN JOINTS INSTEAD USE RESTRAIN JOINTS INSTEAD RESTRAIN JOINTS INSTEAD RESTRAIN JOINTS INSTEAD JOINTS INSTEAD JOINTS INSTEAD INSTEAD INSTEAD OF THRUST BLOCKS AT ALL BENDS AND TEES. CONTRACTOR SHALL BE THRUST BLOCKS AT ALL BENDS AND TEES. CONTRACTOR SHALL BE THRUST BLOCKS AT ALL BENDS AND TEES. CONTRACTOR SHALL BE BLOCKS AT ALL BENDS AND TEES. CONTRACTOR SHALL BE BLOCKS AT ALL BENDS AND TEES. CONTRACTOR SHALL BE AT ALL BENDS AND TEES. CONTRACTOR SHALL BE AT ALL BENDS AND TEES. CONTRACTOR SHALL BE ALL BENDS AND TEES. CONTRACTOR SHALL BE ALL BENDS AND TEES. CONTRACTOR SHALL BE BENDS AND TEES. CONTRACTOR SHALL BE BENDS AND TEES. CONTRACTOR SHALL BE AND TEES. CONTRACTOR SHALL BE AND TEES. CONTRACTOR SHALL BE TEES. CONTRACTOR SHALL BE TEES. CONTRACTOR SHALL BE CONTRACTOR SHALL BE CONTRACTOR SHALL BE SHALL BE SHALL BE BE BE RESPONSIBLE TO CALCULATE THE RESTRAIN JOINT LENGTH. 6. EXISTING UNDERGROUND UTILITIES, INCLUDING THOSE MARKED UNKNOWN, ARE EXISTING UNDERGROUND UTILITIES, INCLUDING THOSE MARKED UNKNOWN, ARE UNDERGROUND UTILITIES, INCLUDING THOSE MARKED UNKNOWN, ARE UNDERGROUND UTILITIES, INCLUDING THOSE MARKED UNKNOWN, ARE UTILITIES, INCLUDING THOSE MARKED UNKNOWN, ARE UTILITIES, INCLUDING THOSE MARKED UNKNOWN, ARE INCLUDING THOSE MARKED UNKNOWN, ARE INCLUDING THOSE MARKED UNKNOWN, ARE THOSE MARKED UNKNOWN, ARE THOSE MARKED UNKNOWN, ARE MARKED UNKNOWN, ARE MARKED UNKNOWN, ARE UNKNOWN, ARE UNKNOWN, ARE ARE ARE BASED ON SURVEY COMPLETED BY OTHERS AND PROVIDED TO BKF ENGINEERS ON SURVEY COMPLETED BY OTHERS AND PROVIDED TO BKF ENGINEERS ON SURVEY COMPLETED BY OTHERS AND PROVIDED TO BKF ENGINEERS SURVEY COMPLETED BY OTHERS AND PROVIDED TO BKF ENGINEERS SURVEY COMPLETED BY OTHERS AND PROVIDED TO BKF ENGINEERS COMPLETED BY OTHERS AND PROVIDED TO BKF ENGINEERS COMPLETED BY OTHERS AND PROVIDED TO BKF ENGINEERS BY OTHERS AND PROVIDED TO BKF ENGINEERS BY OTHERS AND PROVIDED TO BKF ENGINEERS OTHERS AND PROVIDED TO BKF ENGINEERS OTHERS AND PROVIDED TO BKF ENGINEERS AND PROVIDED TO BKF ENGINEERS AND PROVIDED TO BKF ENGINEERS PROVIDED TO BKF ENGINEERS PROVIDED TO BKF ENGINEERS TO BKF ENGINEERS TO BKF ENGINEERS BKF ENGINEERS BKF ENGINEERS ENGINEERS ENGINEERS FOR INCLUSION IN PLANS. 7. EXISTING PIPE LINES MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL EXISTING PIPE LINES MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL PIPE LINES MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL PIPE LINES MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL LINES MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL LINES MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL HAVE CATHODIC PROTECTION. CONTRACTOR SHALL HAVE CATHODIC PROTECTION. CONTRACTOR SHALL CATHODIC PROTECTION. CONTRACTOR SHALL CATHODIC PROTECTION. CONTRACTOR SHALL PROTECTION. CONTRACTOR SHALL PROTECTION. CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL ENSURE THAT ALL CONNECTIONS TO EXISTING PIPE LINES ARE ELECTRICALLY THAT ALL CONNECTIONS TO EXISTING PIPE LINES ARE ELECTRICALLY THAT ALL CONNECTIONS TO EXISTING PIPE LINES ARE ELECTRICALLY ALL CONNECTIONS TO EXISTING PIPE LINES ARE ELECTRICALLY ALL CONNECTIONS TO EXISTING PIPE LINES ARE ELECTRICALLY CONNECTIONS TO EXISTING PIPE LINES ARE ELECTRICALLY CONNECTIONS TO EXISTING PIPE LINES ARE ELECTRICALLY TO EXISTING PIPE LINES ARE ELECTRICALLY TO EXISTING PIPE LINES ARE ELECTRICALLY EXISTING PIPE LINES ARE ELECTRICALLY EXISTING PIPE LINES ARE ELECTRICALLY PIPE LINES ARE ELECTRICALLY PIPE LINES ARE ELECTRICALLY LINES ARE ELECTRICALLY LINES ARE ELECTRICALLY ARE ELECTRICALLY ARE ELECTRICALLY ELECTRICALLY ELECTRICALLY COMMON WITH THE PIPE LINE. 8. THE CONTRACTOR SHALL POTHOLE THE LOCATIONS AND ELEVATIONS OF EXISTING THE CONTRACTOR SHALL POTHOLE THE LOCATIONS AND ELEVATIONS OF EXISTING CONTRACTOR SHALL POTHOLE THE LOCATIONS AND ELEVATIONS OF EXISTING CONTRACTOR SHALL POTHOLE THE LOCATIONS AND ELEVATIONS OF EXISTING SHALL POTHOLE THE LOCATIONS AND ELEVATIONS OF EXISTING SHALL POTHOLE THE LOCATIONS AND ELEVATIONS OF EXISTING POTHOLE THE LOCATIONS AND ELEVATIONS OF EXISTING POTHOLE THE LOCATIONS AND ELEVATIONS OF EXISTING THE LOCATIONS AND ELEVATIONS OF EXISTING THE LOCATIONS AND ELEVATIONS OF EXISTING LOCATIONS AND ELEVATIONS OF EXISTING LOCATIONS AND ELEVATIONS OF EXISTING AND ELEVATIONS OF EXISTING AND ELEVATIONS OF EXISTING ELEVATIONS OF EXISTING ELEVATIONS OF EXISTING OF EXISTING OF EXISTING EXISTING EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL PRIOR TO START OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL PRIOR TO START OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL TO START OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL TO START OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL START OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL START OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL OF CONSTRUCTION TO VERIFY UTILITY DESIGN WILL CONSTRUCTION TO VERIFY UTILITY DESIGN WILL CONSTRUCTION TO VERIFY UTILITY DESIGN WILL TO VERIFY UTILITY DESIGN WILL TO VERIFY UTILITY DESIGN WILL VERIFY UTILITY DESIGN WILL VERIFY UTILITY DESIGN WILL UTILITY DESIGN WILL UTILITY DESIGN WILL DESIGN WILL DESIGN WILL WILL WILL WORK WITH LEGAL CLEARANCES. IF NOT, THEN THE CONTRACTOR SHALL REPORT WITH LEGAL CLEARANCES. IF NOT, THEN THE CONTRACTOR SHALL REPORT WITH LEGAL CLEARANCES. IF NOT, THEN THE CONTRACTOR SHALL REPORT LEGAL CLEARANCES. IF NOT, THEN THE CONTRACTOR SHALL REPORT LEGAL CLEARANCES. IF NOT, THEN THE CONTRACTOR SHALL REPORT CLEARANCES. IF NOT, THEN THE CONTRACTOR SHALL REPORT CLEARANCES. IF NOT, THEN THE CONTRACTOR SHALL REPORT IF NOT, THEN THE CONTRACTOR SHALL REPORT IF NOT, THEN THE CONTRACTOR SHALL REPORT NOT, THEN THE CONTRACTOR SHALL REPORT NOT, THEN THE CONTRACTOR SHALL REPORT THEN THE CONTRACTOR SHALL REPORT THEN THE CONTRACTOR SHALL REPORT THE CONTRACTOR SHALL REPORT THE CONTRACTOR SHALL REPORT CONTRACTOR SHALL REPORT CONTRACTOR SHALL REPORT SHALL REPORT SHALL REPORT REPORT REPORT LOCATIONS AND ELEVATIONS TO THE ENGINEER. 9. LENGTH OF PIPES ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF LENGTH OF PIPES ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF OF PIPES ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF OF PIPES ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF PIPES ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF PIPES ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF HORIZONTAL DISTANCES FROM CENTER TO CENTER OF HORIZONTAL DISTANCES FROM CENTER TO CENTER OF DISTANCES FROM CENTER TO CENTER OF DISTANCES FROM CENTER TO CENTER OF FROM CENTER TO CENTER OF FROM CENTER TO CENTER OF CENTER TO CENTER OF CENTER TO CENTER OF TO CENTER OF TO CENTER OF CENTER OF CENTER OF OF OF STRUCTURES, ROUNDED TO THE NEAREST FOOT AND ARE SHOWN FOR ROUNDED TO THE NEAREST FOOT AND ARE SHOWN FOR ROUNDED TO THE NEAREST FOOT AND ARE SHOWN FOR TO THE NEAREST FOOT AND ARE SHOWN FOR TO THE NEAREST FOOT AND ARE SHOWN FOR THE NEAREST FOOT AND ARE SHOWN FOR THE NEAREST FOOT AND ARE SHOWN FOR NEAREST FOOT AND ARE SHOWN FOR NEAREST FOOT AND ARE SHOWN FOR FOOT AND ARE SHOWN FOR FOOT AND ARE SHOWN FOR AND ARE SHOWN FOR AND ARE SHOWN FOR ARE SHOWN FOR ARE SHOWN FOR SHOWN FOR SHOWN FOR FOR FOR ENGINEERING CALCULATIONS ONLY. CONTRACTOR SHALL ESTIMATE THEIR OWN CALCULATIONS ONLY. CONTRACTOR SHALL ESTIMATE THEIR OWN CALCULATIONS ONLY. CONTRACTOR SHALL ESTIMATE THEIR OWN ONLY. CONTRACTOR SHALL ESTIMATE THEIR OWN ONLY. CONTRACTOR SHALL ESTIMATE THEIR OWN CONTRACTOR SHALL ESTIMATE THEIR OWN CONTRACTOR SHALL ESTIMATE THEIR OWN SHALL ESTIMATE THEIR OWN SHALL ESTIMATE THEIR OWN ESTIMATE THEIR OWN ESTIMATE THEIR OWN THEIR OWN THEIR OWN OWN OWN PIPE LENGTHS PRIOR TO BIDDING. 10. MANHOLE SHALL BE PER THE "STANDARD MAIN MANHOLE" DETAIL FROM THE MANHOLE SHALL BE PER THE "STANDARD MAIN MANHOLE" DETAIL FROM THE SHALL BE PER THE "STANDARD MAIN MANHOLE" DETAIL FROM THE SHALL BE PER THE "STANDARD MAIN MANHOLE" DETAIL FROM THE BE PER THE "STANDARD MAIN MANHOLE" DETAIL FROM THE BE PER THE "STANDARD MAIN MANHOLE" DETAIL FROM THE PER THE "STANDARD MAIN MANHOLE" DETAIL FROM THE PER THE "STANDARD MAIN MANHOLE" DETAIL FROM THE THE "STANDARD MAIN MANHOLE" DETAIL FROM THE THE "STANDARD MAIN MANHOLE" DETAIL FROM THE "STANDARD MAIN MANHOLE" DETAIL FROM THE "STANDARD MAIN MANHOLE" DETAIL FROM THE MAIN MANHOLE" DETAIL FROM THE MAIN MANHOLE" DETAIL FROM THE MANHOLE" DETAIL FROM THE MANHOLE" DETAIL FROM THE DETAIL FROM THE DETAIL FROM THE FROM THE FROM THE THE THE CENTRAL CONTRA COSTA SANITARY DISTRICT STANDARD DRAWINGS, 2014 CONTRA COSTA SANITARY DISTRICT STANDARD DRAWINGS, 2014 CONTRA COSTA SANITARY DISTRICT STANDARD DRAWINGS, 2014 COSTA SANITARY DISTRICT STANDARD DRAWINGS, 2014 COSTA SANITARY DISTRICT STANDARD DRAWINGS, 2014 SANITARY DISTRICT STANDARD DRAWINGS, 2014 SANITARY DISTRICT STANDARD DRAWINGS, 2014 DISTRICT STANDARD DRAWINGS, 2014 DISTRICT STANDARD DRAWINGS, 2014 STANDARD DRAWINGS, 2014 STANDARD DRAWINGS, 2014 DRAWINGS, 2014 DRAWINGS, 2014 2014 2014 EDITION, OR PER THE LATEST EDITION. 11. REFER TO ELECTRICAL DRAWINGS SHEET E1.1 SITE PLAN - POWER AND SIGNAL REFER TO ELECTRICAL DRAWINGS SHEET E1.1 SITE PLAN - POWER AND SIGNAL TO ELECTRICAL DRAWINGS SHEET E1.1 SITE PLAN - POWER AND SIGNAL TO ELECTRICAL DRAWINGS SHEET E1.1 SITE PLAN - POWER AND SIGNAL ELECTRICAL DRAWINGS SHEET E1.1 SITE PLAN - POWER AND SIGNAL ELECTRICAL DRAWINGS SHEET E1.1 SITE PLAN - POWER AND SIGNAL DRAWINGS SHEET E1.1 SITE PLAN - POWER AND SIGNAL DRAWINGS SHEET E1.1 SITE PLAN - POWER AND SIGNAL SHEET E1.1 SITE PLAN - POWER AND SIGNAL SHEET E1.1 SITE PLAN - POWER AND SIGNAL E1.1 SITE PLAN - POWER AND SIGNAL E1.1 SITE PLAN - POWER AND SIGNAL SITE PLAN - POWER AND SIGNAL SITE PLAN - POWER AND SIGNAL PLAN - POWER AND SIGNAL PLAN - POWER AND SIGNAL - POWER AND SIGNAL - POWER AND SIGNAL POWER AND SIGNAL POWER AND SIGNAL AND SIGNAL AND SIGNAL SIGNAL SIGNAL FOR ELECTRICAL LAYOUT AND CONNECTIONS.
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STRUCTURES
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SYSTEM:
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WATER (DOMESTIC)
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SYSTEM:
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MATERIAL
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DETAIL
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UTILITY SCHEDULE
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SCHEDULE 40 PVC
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PVC SDR-26
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STORM DRAIN
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PVC SDR-35
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SANITARY SEWER
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STORM DRAIN
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OLD CASTLE CB1212
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SANITARY SEWER
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MANHOLE
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SDCB
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CLEANOUT
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STANDARD MAIN, SEE NOTE 10
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CLEANOUT
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DETAIL 11/SHEET C6.00
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DETAIL 11/SHEET C6.00
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PIPING
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WATER
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THRUST BLOCKS
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DETAIL 13/SHEET C6.00
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WATER VALVE
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CITY OF PITTSBURGH STD DETAIL W-16
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6"
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DW POC, SPD 2.5" INV: 72.49
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SS POC, SPD 4" INV: 62.56
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4" SS, 21 LF S=0.0200
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CAUTION!!! (E) GAS LINE
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VIF THAT (E) WATER LINE HAS MIN 12" CLEARANCE OVER SS LINE
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CONNECT TO (E) 8" WATER
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SSMH RIM 74.86±(MATCH (E) GRADES) 4" INV 61.98 IN (E) 6" INV 61.78± THRU
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CO
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CO
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VIF THAT (E) WATER LINE HAS MIN 12" CLEARANCE OVER SS LINE
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4" SS, 10 LF S=0.0200
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SSCO RIM:74.24 4" INV: 62.60
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SDCO RIM:74.32 4" INV: 62.44
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WV
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WATER VALVE RIM:74.26
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WV
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WATER VALVE RIM:74.94
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980 9TH ST., STE 1770 SACRAMENTO, CALIFORNIA
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916.556.5800
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CIVIL
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C 64850
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EXP. 6/30/19
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UTILITY ENLARGEMENT SCALE:1"=5'
WAY
ON
E
WAYONE
NO PARKING
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SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE
WRITTEN CONSENT OF LPAS, INC. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
ARCHITECT'S STAMP APPROVAL
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A
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B
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CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
EROSION CONTROL PLAN
C5.00ADDENDUM 1March 7, 2018
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LEGEND STORM DRAIN INLET PROTECTION SAND BAGS STABILIZED CONSTRUCTION ENTRANCE
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EROSION CONTROL NOTES: 1. REFERENCE: "CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST REFERENCE: "CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST "CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST "CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST STORM WATER BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST STORM WATER BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST WATER BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST WATER BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST BEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST MANAGEMENT PRACTICE (BMP) HANDBOOK", LATEST PRACTICE (BMP) HANDBOOK", LATEST PRACTICE (BMP) HANDBOOK", LATEST (BMP) HANDBOOK", LATEST (BMP) HANDBOOK", LATEST HANDBOOK", LATEST HANDBOOK", LATEST LATEST LATEST EDITION. 2. CONSTRUCTION AREAS SHOWN ARE CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY CONSTRUCTION AREAS SHOWN ARE CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY AREAS SHOWN ARE CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY AREAS SHOWN ARE CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY SHOWN ARE CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY SHOWN ARE CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY ARE CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY ARE CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY CONCEPTUAL. ACTUAL PLACEMENT TO BE DETERMINED BY ACTUAL PLACEMENT TO BE DETERMINED BY ACTUAL PLACEMENT TO BE DETERMINED BY ACTUAL PLACEMENT TO BE DETERMINED BY PLACEMENT TO BE DETERMINED BY PLACEMENT TO BE DETERMINED BY TO BE DETERMINED BY TO BE DETERMINED BY BE DETERMINED BY BE DETERMINED BY DETERMINED BY DETERMINED BY BY BY CONTRACTOR BASED ON CURRENT BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A BASED ON CURRENT BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A BASED ON CURRENT BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A ON CURRENT BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A ON CURRENT BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A CURRENT BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A CURRENT BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A MANAGEMENT PRACTICES. CONTRACTOR SHALL SUBMIT A PRACTICES. CONTRACTOR SHALL SUBMIT A PRACTICES. CONTRACTOR SHALL SUBMIT A CONTRACTOR SHALL SUBMIT A CONTRACTOR SHALL SUBMIT A CONTRACTOR SHALL SUBMIT A SHALL SUBMIT A SHALL SUBMIT A SUBMIT A SUBMIT A A A CONSTRUCTION STAGING PLAN. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE AND SEDIMENT CONTROL MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE AND SEDIMENT CONTROL MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE SEDIMENT CONTROL MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE SEDIMENT CONTROL MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE CONTROL MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE CONTROL MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE MEASURES SHALL BE IN EFFECT AND MAINTAINED BY THE SHALL BE IN EFFECT AND MAINTAINED BY THE SHALL BE IN EFFECT AND MAINTAINED BY THE BE IN EFFECT AND MAINTAINED BY THE BE IN EFFECT AND MAINTAINED BY THE IN EFFECT AND MAINTAINED BY THE IN EFFECT AND MAINTAINED BY THE EFFECT AND MAINTAINED BY THE EFFECT AND MAINTAINED BY THE AND MAINTAINED BY THE AND MAINTAINED BY THE MAINTAINED BY THE MAINTAINED BY THE BY THE BY THE THE THE CONTRACTOR ON A YEAR-ROUND BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS ON A YEAR-ROUND BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS ON A YEAR-ROUND BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS A YEAR-ROUND BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS A YEAR-ROUND BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS YEAR-ROUND BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS YEAR-ROUND BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS BASIS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS UNTIL ALL DISTURBED AREAS ARE STABILIZED UNLESS ALL DISTURBED AREAS ARE STABILIZED UNLESS ALL DISTURBED AREAS ARE STABILIZED UNLESS DISTURBED AREAS ARE STABILIZED UNLESS DISTURBED AREAS ARE STABILIZED UNLESS AREAS ARE STABILIZED UNLESS AREAS ARE STABILIZED UNLESS ARE STABILIZED UNLESS ARE STABILIZED UNLESS STABILIZED UNLESS STABILIZED UNLESS UNLESS UNLESS OTHERWISE PERMITTED BY THE CITY INSPECTOR. 4. AS PART OF THE GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS AS PART OF THE GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS PART OF THE GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS PART OF THE GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS OF THE GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS OF THE GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS THE GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS THE GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS GRADING OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS OPERATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS THE CONTRACTOR SHALL ENSURE THAT THE SITE IS THE CONTRACTOR SHALL ENSURE THAT THE SITE IS CONTRACTOR SHALL ENSURE THAT THE SITE IS CONTRACTOR SHALL ENSURE THAT THE SITE IS SHALL ENSURE THAT THE SITE IS SHALL ENSURE THAT THE SITE IS ENSURE THAT THE SITE IS ENSURE THAT THE SITE IS THAT THE SITE IS THAT THE SITE IS THE SITE IS THE SITE IS SITE IS SITE IS IS IS WATERED PRIOR TO THE COMMENCEMENT OF GRADING. 5. ALL INLETS RECEIVING STORM WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH ALL INLETS RECEIVING STORM WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH INLETS RECEIVING STORM WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH INLETS RECEIVING STORM WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH RECEIVING STORM WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH RECEIVING STORM WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH STORM WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH STORM WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH WATER RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH RUNOFF FROM THE PROJECT AREA MUST BE EQUIPPED WITH FROM THE PROJECT AREA MUST BE EQUIPPED WITH FROM THE PROJECT AREA MUST BE EQUIPPED WITH THE PROJECT AREA MUST BE EQUIPPED WITH THE PROJECT AREA MUST BE EQUIPPED WITH PROJECT AREA MUST BE EQUIPPED WITH PROJECT AREA MUST BE EQUIPPED WITH AREA MUST BE EQUIPPED WITH AREA MUST BE EQUIPPED WITH MUST BE EQUIPPED WITH MUST BE EQUIPPED WITH BE EQUIPPED WITH BE EQUIPPED WITH EQUIPPED WITH EQUIPPED WITH WITH WITH REQUIRED INLET PROTECTION. 6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MATERIALS AND DEBRIS. THE SITE SHALL BE MATERIALS AND DEBRIS. THE SITE SHALL BE AND DEBRIS. THE SITE SHALL BE AND DEBRIS. THE SITE SHALL BE DEBRIS. THE SITE SHALL BE DEBRIS. THE SITE SHALL BE THE SITE SHALL BE THE SITE SHALL BE SITE SHALL BE SITE SHALL BE SHALL BE SHALL BE BE BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF ENTERING THE STORM DRAIN SYSTEM. 7. ALL CONCRETE SLURRY SHALL BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED ALL CONCRETE SLURRY SHALL BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED CONCRETE SLURRY SHALL BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED CONCRETE SLURRY SHALL BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED SLURRY SHALL BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED SLURRY SHALL BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED SHALL BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED SHALL BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED BE CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED CONTAINED IN CONCRETE WASH-OUT AREAS DESIGNATED IN CONCRETE WASH-OUT AREAS DESIGNATED IN CONCRETE WASH-OUT AREAS DESIGNATED CONCRETE WASH-OUT AREAS DESIGNATED CONCRETE WASH-OUT AREAS DESIGNATED WASH-OUT AREAS DESIGNATED WASH-OUT AREAS DESIGNATED AREAS DESIGNATED AREAS DESIGNATED DESIGNATED DESIGNATED ON-SITE. 8. STOCKPILED EARTHEN MATERIAL SHALL BE EITHER COVERED WITH A TARP OR WATERED STOCKPILED EARTHEN MATERIAL SHALL BE EITHER COVERED WITH A TARP OR WATERED EARTHEN MATERIAL SHALL BE EITHER COVERED WITH A TARP OR WATERED EARTHEN MATERIAL SHALL BE EITHER COVERED WITH A TARP OR WATERED MATERIAL SHALL BE EITHER COVERED WITH A TARP OR WATERED MATERIAL SHALL BE EITHER COVERED WITH A TARP OR WATERED SHALL BE EITHER COVERED WITH A TARP OR WATERED SHALL BE EITHER COVERED WITH A TARP OR WATERED BE EITHER COVERED WITH A TARP OR WATERED BE EITHER COVERED WITH A TARP OR WATERED EITHER COVERED WITH A TARP OR WATERED EITHER COVERED WITH A TARP OR WATERED COVERED WITH A TARP OR WATERED COVERED WITH A TARP OR WATERED WITH A TARP OR WATERED WITH A TARP OR WATERED A TARP OR WATERED A TARP OR WATERED TARP OR WATERED TARP OR WATERED OR WATERED OR WATERED WATERED WATERED SUFFICIENTLY TO ELIMINATE DUST. 9. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION ALL DENUDED AREAS UNTIL PERMANENT EROSION ALL DENUDED AREAS UNTIL PERMANENT EROSION DENUDED AREAS UNTIL PERMANENT EROSION DENUDED AREAS UNTIL PERMANENT EROSION AREAS UNTIL PERMANENT EROSION AREAS UNTIL PERMANENT EROSION UNTIL PERMANENT EROSION UNTIL PERMANENT EROSION PERMANENT EROSION PERMANENT EROSION EROSION EROSION CONTROLS ARE ESTABLISHED. 10. DELINEATE WITH FIELD MARKERS CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL DELINEATE WITH FIELD MARKERS CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL WITH FIELD MARKERS CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL WITH FIELD MARKERS CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL FIELD MARKERS CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL FIELD MARKERS CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL MARKERS CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL MARKERS CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL SETBACKS, SENSITIVE OR CRITICAL SETBACKS, SENSITIVE OR CRITICAL SENSITIVE OR CRITICAL SENSITIVE OR CRITICAL OR CRITICAL OR CRITICAL CRITICAL CRITICAL AREAS, BUFFER ZONES, TREES, AND DRAINAGE COURSES. 11. SITE DEMOLITION AND GRADING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING SITE DEMOLITION AND GRADING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING DEMOLITION AND GRADING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING DEMOLITION AND GRADING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING AND GRADING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING AND GRADING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING GRADING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING GRADING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING ARE EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING EXPECTED TO OCCUR IN WINTER MONTHS. PERFORM CLEARING TO OCCUR IN WINTER MONTHS. PERFORM CLEARING TO OCCUR IN WINTER MONTHS. PERFORM CLEARING OCCUR IN WINTER MONTHS. PERFORM CLEARING OCCUR IN WINTER MONTHS. PERFORM CLEARING IN WINTER MONTHS. PERFORM CLEARING IN WINTER MONTHS. PERFORM CLEARING WINTER MONTHS. PERFORM CLEARING WINTER MONTHS. PERFORM CLEARING MONTHS. PERFORM CLEARING MONTHS. PERFORM CLEARING PERFORM CLEARING PERFORM CLEARING CLEARING CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER. 12. USE SEDIMENT CONTROLS OR FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL USE SEDIMENT CONTROLS OR FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL SEDIMENT CONTROLS OR FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL SEDIMENT CONTROLS OR FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL CONTROLS OR FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL CONTROLS OR FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL OR FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL OR FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL SEDIMENT WHEN DEWATERING AND OBTAIN ALL SEDIMENT WHEN DEWATERING AND OBTAIN ALL WHEN DEWATERING AND OBTAIN ALL WHEN DEWATERING AND OBTAIN ALL DEWATERING AND OBTAIN ALL DEWATERING AND OBTAIN ALL AND OBTAIN ALL AND OBTAIN ALL OBTAIN ALL OBTAIN ALL ALL ALL NECESSARY PERMITS. 13. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS IN VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS VICINITY OF SITE USING SEDIMENT CONTROLS SUCH AS OF SITE USING SEDIMENT CONTROLS SUCH AS OF SITE USING SEDIMENT CONTROLS SUCH AS SITE USING SEDIMENT CONTROLS SUCH AS SITE USING SEDIMENT CONTROLS SUCH AS USING SEDIMENT CONTROLS SUCH AS USING SEDIMENT CONTROLS SUCH AS SEDIMENT CONTROLS SUCH AS SEDIMENT CONTROLS SUCH AS CONTROLS SUCH AS CONTROLS SUCH AS SUCH AS SUCH AS AS AS BERMS, FIBER ROLLS, OR FILTERS. 14. TRAP SEDIMENT ON-SITE, USING BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR TRAP SEDIMENT ON-SITE, USING BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR SEDIMENT ON-SITE, USING BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR SEDIMENT ON-SITE, USING BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR ON-SITE, USING BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR ON-SITE, USING BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR USING BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR USING BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BMPS SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BASINS OR TRAPS, EARTHEN DIKES OR BASINS OR TRAPS, EARTHEN DIKES OR OR TRAPS, EARTHEN DIKES OR OR TRAPS, EARTHEN DIKES OR TRAPS, EARTHEN DIKES OR TRAPS, EARTHEN DIKES OR EARTHEN DIKES OR EARTHEN DIKES OR DIKES OR DIKES OR OR OR BERMS, SILT FENCES, CHECK DAMS, SOIL BLANKETS OR MATS, COVERS FOR SOIL STOCK PILES, ETC. 15. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE AROUND EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE AROUND EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE EXPOSED AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE AREAS; DIVERT OFF-SITE RUNOFF AROUND THE SITE DIVERT OFF-SITE RUNOFF AROUND THE SITE DIVERT OFF-SITE RUNOFF AROUND THE SITE OFF-SITE RUNOFF AROUND THE SITE OFF-SITE RUNOFF AROUND THE SITE RUNOFF AROUND THE SITE RUNOFF AROUND THE SITE AROUND THE SITE AROUND THE SITE THE SITE THE SITE SITE SITE (E.G., SWALES AND DIKES). 16. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING AREAS FROM CONSTRUCTION IMPACTS USING AREAS FROM CONSTRUCTION IMPACTS USING FROM CONSTRUCTION IMPACTS USING FROM CONSTRUCTION IMPACTS USING CONSTRUCTION IMPACTS USING CONSTRUCTION IMPACTS USING IMPACTS USING IMPACTS USING USING USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER OR FILTERS, DIKES, MULCHING, OR OTHER OR FILTERS, DIKES, MULCHING, OR OTHER FILTERS, DIKES, MULCHING, OR OTHER FILTERS, DIKES, MULCHING, OR OTHER DIKES, MULCHING, OR OTHER DIKES, MULCHING, OR OTHER MULCHING, OR OTHER MULCHING, OR OTHER OR OTHER OR OTHER OTHER OTHER MEASURES AS APPROPRIATE. 17. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. 18. NO CLEANING, FUELING, OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE NO CLEANING, FUELING, OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE CLEANING, FUELING, OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE CLEANING, FUELING, OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE FUELING, OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE FUELING, OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE EXCEPT IN A DESIGNATED AREA WHERE EXCEPT IN A DESIGNATED AREA WHERE IN A DESIGNATED AREA WHERE IN A DESIGNATED AREA WHERE A DESIGNATED AREA WHERE A DESIGNATED AREA WHERE DESIGNATED AREA WHERE DESIGNATED AREA WHERE AREA WHERE AREA WHERE WHERE WHERE WASHWATER IS CONTAINED AND TREATED. 19. STORE, HANDLE, AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT STORE, HANDLE, AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT HANDLE, AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT HANDLE, AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT MATERIALS/WASTES PROPERLY TO PREVENT MATERIALS/WASTES PROPERLY TO PREVENT PROPERLY TO PREVENT PROPERLY TO PREVENT TO PREVENT TO PREVENT PREVENT PREVENT CONTACT WITH STORMWATER. 20. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS TO ALL EMPLOYEES/SUBCONTRACTORS TO ALL EMPLOYEES/SUBCONTRACTORS ALL EMPLOYEES/SUBCONTRACTORS ALL EMPLOYEES/SUBCONTRACTORS EMPLOYEES/SUBCONTRACTORS EMPLOYEES/SUBCONTRACTORS RE:CONSTRUCTION BMPS. 21. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT POTENTIAL POLLUTANTS, INCLUDING PAVEMENT POTENTIAL POLLUTANTS, INCLUDING PAVEMENT POLLUTANTS, INCLUDING PAVEMENT POLLUTANTS, INCLUDING PAVEMENT INCLUDING PAVEMENT INCLUDING PAVEMENT PAVEMENT PAVEMENT CUTTING WASTES, PAINTS, CONCRETE, PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR WASTES, PAINTS, CONCRETE, PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR WASTES, PAINTS, CONCRETE, PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR PAINTS, CONCRETE, PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR PAINTS, CONCRETE, PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR CONCRETE, PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR CONCRETE, PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR PRODUCTS, CHEMICALS, WASHWATER OR PRODUCTS, CHEMICALS, WASHWATER OR CHEMICALS, WASHWATER OR CHEMICALS, WASHWATER OR WASHWATER OR WASHWATER OR OR OR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO COPPER, AND NON-STORMWATER DISCHARGES TO COPPER, AND NON-STORMWATER DISCHARGES TO AND NON-STORMWATER DISCHARGES TO AND NON-STORMWATER DISCHARGES TO NON-STORMWATER DISCHARGES TO NON-STORMWATER DISCHARGES TO DISCHARGES TO DISCHARGES TO TO TO STORM DRAINS AND WATERCOURSES. 22. CONTRACTOR SHALL PROVIDE INLET PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM CONTRACTOR SHALL PROVIDE INLET PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM SHALL PROVIDE INLET PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM SHALL PROVIDE INLET PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM PROVIDE INLET PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM PROVIDE INLET PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM INLET PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM INLET PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM PROTECTION BMP SE-10 AT THE NEAREST DOWNSTREAM STORM BMP SE-10 AT THE NEAREST DOWNSTREAM STORM BMP SE-10 AT THE NEAREST DOWNSTREAM STORM SE-10 AT THE NEAREST DOWNSTREAM STORM SE-10 AT THE NEAREST DOWNSTREAM STORM AT THE NEAREST DOWNSTREAM STORM AT THE NEAREST DOWNSTREAM STORM THE NEAREST DOWNSTREAM STORM THE NEAREST DOWNSTREAM STORM NEAREST DOWNSTREAM STORM NEAREST DOWNSTREAM STORM DOWNSTREAM STORM DOWNSTREAM STORM STORM STORM DRAIN ALONG PROJECT SITE. 23. STORAGE OF BULK MATERIALS, FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS STORAGE OF BULK MATERIALS, FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS OF BULK MATERIALS, FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS OF BULK MATERIALS, FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS BULK MATERIALS, FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS BULK MATERIALS, FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS MATERIALS, FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS MATERIALS, FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS FUELS, OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS OILS, SOLVENTS, OTHER CHEMICALS, AND PROCESS SOLVENTS, OTHER CHEMICALS, AND PROCESS SOLVENTS, OTHER CHEMICALS, AND PROCESS OTHER CHEMICALS, AND PROCESS OTHER CHEMICALS, AND PROCESS CHEMICALS, AND PROCESS CHEMICALS, AND PROCESS AND PROCESS AND PROCESS PROCESS PROCESS EQUIPMENT SHOULD BE ACCOMMODATED ON AN IMPERVIOUS SURFACE COVERED WITH A ROOF. 24. MAKE SURE TRASH CONTAINER AREAS ARE SCREENED OR WALLED TO MAKE SURE TRASH CONTAINER AREAS ARE SCREENED OR WALLED TO PREVENT OFF-SITE TRANSPORT OF TRASH. 25. VEHICLE CLEANOUT AREAS SHALL BE SELF-CONTAINED AND/OR COVERED WITH A ROOF OR OVERHANG.
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LOCATION OF CONSTRUCTION ACTIVITIES IS PRELIMINARY AND SHALL BE OF CONSTRUCTION ACTIVITIES IS PRELIMINARY AND SHALL BE OF CONSTRUCTION ACTIVITIES IS PRELIMINARY AND SHALL BE CONSTRUCTION ACTIVITIES IS PRELIMINARY AND SHALL BE CONSTRUCTION ACTIVITIES IS PRELIMINARY AND SHALL BE ACTIVITIES IS PRELIMINARY AND SHALL BE ACTIVITIES IS PRELIMINARY AND SHALL BE IS PRELIMINARY AND SHALL BE IS PRELIMINARY AND SHALL BE PRELIMINARY AND SHALL BE PRELIMINARY AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE SUPERSEDED BY FINALIZED CONSTRUCTION ACTIVITY LOCATIONS, BY FINALIZED CONSTRUCTION ACTIVITY LOCATIONS, BY FINALIZED CONSTRUCTION ACTIVITY LOCATIONS, FINALIZED CONSTRUCTION ACTIVITY LOCATIONS, FINALIZED CONSTRUCTION ACTIVITY LOCATIONS, CONSTRUCTION ACTIVITY LOCATIONS, CONSTRUCTION ACTIVITY LOCATIONS, ACTIVITY LOCATIONS, ACTIVITY LOCATIONS, LOCATIONS, LOCATIONS, SHOWN/UPDATED BY CONTRACTOR.
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1
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1
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STABILIZED CONSTRUCTION ENTRANCE
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CO
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WV
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CO
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CO
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WV
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WV
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STOP
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75
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70
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I
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I
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I
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I
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D
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Y
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H
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IV
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I
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I
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I
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W
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W
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W
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GOLF CART ONLY
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GOLF CART ONLY
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GOLF CART ONLY
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GOLF CART ONLY
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GRAPHIC SCALE
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0
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10
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10
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20
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NOTE:
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FLOW
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FILTER FABRIC
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2 % OR GREATER
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USE SANDBAGS, STRAW BALES
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OR OTHER APPROVED METHODS
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TO CHANNELIZE RUNOFF TO BASIN
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AS REQUIRED.
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SPILLWAY
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12' MIN.
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AGGREGATE
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2"-3" COURSE
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MIN. 8" THICK
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FLOW
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ROADWAY
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EXISTING PAVED
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20' R
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SEDIMENT BARRIER
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(STRAW BALE TYPE SHOWN)
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SUPPLY WATER TO WASH
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WHEELS IF NECESSARY.
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A
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A
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FLOW
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EXISTING PAVED ROADWAY
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FLOW
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DIVERSION RIDGE
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50' MIN.
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DIVERSION RIDGE REQUIRED
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WHERE GRADE EXCEEDS 2%
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STABILIZED CONSTRUCTION ENTRANCE
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1
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NTS
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SECTION A-A
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980 9TH ST., STE 1770 SACRAMENTO, CALIFORNIA
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916.556.5800
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CIVIL
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C 64850
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EXP. 6/30/19
DETAILS
C6.00
6910 5 31112 8 7 4 2 1
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE
WRITTEN CONSENT OF LPAS, INC. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
ARCHITECT'S STAMP APPROVAL
J
K
H
G
F
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C
B
A
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B
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CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
ADDENDUM 1March 7, 2018
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APPLY EPOXY AROUND DOWEL
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EX CURB
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DRILL HOLE INTO EX CURB, 8" MIN, TYP
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8" #4 SMOOTH DOWEL @ 18" O.C.
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APPLY EPOXY AROUND DOWEL
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PR PCC
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CL 2 AB
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EX PCC
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APPLY EPOXY AROUND DOWEL
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8" #4 SMOOTH DOWEL @ 18" O.C.
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DRILL HOLE INTO EX PCC, 8" MIN.
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EX AB
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NOTE: CHANGE IN LEVEL BETWEEN EXISTING AND PROPOSED CANNOT EXCEED -INCH.14-INCH.
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1
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-
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NTS
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CONCRETE CURB DOWEL
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4
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-
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NTS
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5
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-
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NTS
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CONCRETE WALK DOWEL
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8.4
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11.9
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1.6
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3.3
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6.4
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11.9
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8.4
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6"
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4.1
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5.8
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0.8
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1.6
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3.1
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5.8
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4.1
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4"
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E
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D
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C3
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C2
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C1
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B
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A
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PIPE SIZE
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REQUIRED BEARING AREAS (SQUARE FEET)
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CU. FT. (C) 27 33 58 91 131 178 232 293
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4%%d 6%%D 8%%D 10%%D 12%%D 14%%D 16%%D 18%%D
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%%UVERTICAL BEND
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TAPE WRAP
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GALV. W/ PLASTIC
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2" W X 3/8"
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HOLD DOWN BAR
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12" o.c.
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No. 4@
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%%UDETAIL G
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AREA
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%%UTYPICAL SECTION
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PLUG
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A
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%%UDETAIL A
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#4 TIE RODS
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A
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X
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X
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REQUIRED AREA
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REPRESENTS
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DASHED LINE
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%%USECTION X-X
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%%UDETAIL F
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D/2
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D/2
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D
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%%UDETAIL D
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B
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%%UDETAIL B
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90%%D
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%%UDETAIL C
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E
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%%UDETAIL E
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BEARING
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NOTES: 1. CONCRETE SHAL BE PCC. CONCRETE SHAL BE PCC. 2. FORM SURFACES OF CONCRETE NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL FORM SURFACES OF CONCRETE NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL SURFACES OF CONCRETE NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL SURFACES OF CONCRETE NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL OF CONCRETE NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL OF CONCRETE NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL CONCRETE NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL CONCRETE NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL NOT CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL CAST AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL AGAINST EARTH. KEEP CONCRETE OFF MECHANICAL EARTH. KEEP CONCRETE OFF MECHANICAL EARTH. KEEP CONCRETE OFF MECHANICAL KEEP CONCRETE OFF MECHANICAL KEEP CONCRETE OFF MECHANICAL CONCRETE OFF MECHANICAL CONCRETE OFF MECHANICAL OFF MECHANICAL OFF MECHANICAL MECHANICAL MECHANICAL JOINTS AND FLANGE BOLTS. 3. LETTERS ON DETAILS REFER TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE LETTERS ON DETAILS REFER TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE ON DETAILS REFER TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE ON DETAILS REFER TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE DETAILS REFER TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE DETAILS REFER TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE REFER TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE REFER TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE TO MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE MINIMUM REQUIRED BEARING AREA AS INDICATED IN THE TABLE REQUIRED BEARING AREA AS INDICATED IN THE TABLE REQUIRED BEARING AREA AS INDICATED IN THE TABLE BEARING AREA AS INDICATED IN THE TABLE BEARING AREA AS INDICATED IN THE TABLE AREA AS INDICATED IN THE TABLE AREA AS INDICATED IN THE TABLE AS INDICATED IN THE TABLE AS INDICATED IN THE TABLE INDICATED IN THE TABLE INDICATED IN THE TABLE IN THE TABLE IN THE TABLE THE TABLE THE TABLE TABLE TABLE ABOVE. CALCULATION OF BEARING AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND CALCULATION OF BEARING AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND CALCULATION OF BEARING AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND OF BEARING AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND OF BEARING AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND BEARING AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND BEARING AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND AREAS IS BASED ON 300 PSI WATER TEST PRESSURE AND IS BASED ON 300 PSI WATER TEST PRESSURE AND IS BASED ON 300 PSI WATER TEST PRESSURE AND BASED ON 300 PSI WATER TEST PRESSURE AND BASED ON 300 PSI WATER TEST PRESSURE AND ON 300 PSI WATER TEST PRESSURE AND ON 300 PSI WATER TEST PRESSURE AND 300 PSI WATER TEST PRESSURE AND 300 PSI WATER TEST PRESSURE AND PSI WATER TEST PRESSURE AND PSI WATER TEST PRESSURE AND WATER TEST PRESSURE AND WATER TEST PRESSURE AND TEST PRESSURE AND TEST PRESSURE AND PRESSURE AND PRESSURE AND AND AND 2000 PSF ALLOWABLE SOIL BEARING PRESSURE. 4. THRUST BLOCKS FOR CASES NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE THRUST BLOCKS FOR CASES NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE BLOCKS FOR CASES NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE BLOCKS FOR CASES NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE FOR CASES NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE FOR CASES NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE CASES NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE CASES NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE NOT SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE SHOWN SHALL BE CONSTRUCTED AS DIRECTED BY THE SHALL BE CONSTRUCTED AS DIRECTED BY THE SHALL BE CONSTRUCTED AS DIRECTED BY THE BE CONSTRUCTED AS DIRECTED BY THE BE CONSTRUCTED AS DIRECTED BY THE CONSTRUCTED AS DIRECTED BY THE CONSTRUCTED AS DIRECTED BY THE AS DIRECTED BY THE AS DIRECTED BY THE DIRECTED BY THE DIRECTED BY THE BY THE BY THE THE THE ENGINEER. 5. POUR THRUST BLOCKS AGAINST UNDISTURBED EARTH OR ENGINEERED FILL. POUR THRUST BLOCKS AGAINST UNDISTURBED EARTH OR ENGINEERED FILL. 6. THE BARS SHOWN IN DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT THE BARS SHOWN IN DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT BARS SHOWN IN DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT BARS SHOWN IN DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT SHOWN IN DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT SHOWN IN DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT IN DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT IN DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT DETAIL F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT F WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT WILL BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT BE USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT USED WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT WHEN BEARING AREA IS NOT SYMMETRICAL ABOUT BEARING AREA IS NOT SYMMETRICAL ABOUT BEARING AREA IS NOT SYMMETRICAL ABOUT AREA IS NOT SYMMETRICAL ABOUT AREA IS NOT SYMMETRICAL ABOUT IS NOT SYMMETRICAL ABOUT IS NOT SYMMETRICAL ABOUT NOT SYMMETRICAL ABOUT NOT SYMMETRICAL ABOUT SYMMETRICAL ABOUT SYMMETRICAL ABOUT ABOUT ABOUT PIPE. 7. USE DETAIL G FOR THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL USE DETAIL G FOR THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL DETAIL G FOR THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL DETAIL G FOR THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL G FOR THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL G FOR THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL FOR THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL FOR THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL THRUST RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL RESTRAINT OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL OF 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL 11-1/4 AND 22-1/2 VERTICAL BENDS. VERTICAL 11-1/4° AND 22-1/2 VERTICAL BENDS. VERTICAL AND 22-1/2 VERTICAL BENDS. VERTICAL 22-1/2 VERTICAL BENDS. VERTICAL 22-1/2° VERTICAL BENDS. VERTICAL VERTICAL BENDS. VERTICAL BENDS. VERTICAL BENDS. VERTICAL VERTICAL VERTICAL BENDS GREATER THAN 22-1/2 SHALL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL GREATER THAN 22-1/2 SHALL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL GREATER THAN 22-1/2 SHALL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL THAN 22-1/2 SHALL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL THAN 22-1/2 SHALL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL 22-1/2 SHALL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL 22-1/2° SHALL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL SHALL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL BE AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL AS DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL DIRECTED BY THE ENGINEER. TABLE FOR VERTICAL BY THE ENGINEER. TABLE FOR VERTICAL BY THE ENGINEER. TABLE FOR VERTICAL THE ENGINEER. TABLE FOR VERTICAL THE ENGINEER. TABLE FOR VERTICAL ENGINEER. TABLE FOR VERTICAL ENGINEER. TABLE FOR VERTICAL TABLE FOR VERTICAL TABLE FOR VERTICAL FOR VERTICAL FOR VERTICAL VERTICAL VERTICAL BENDS INDICATES VOLUME OF CONCRETE IN CUBLIC FEET.
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TOP OF RISER.
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6"X(SIZE OF LINE)
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FLOW
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TAPE TRACER WIRE AT 3'
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INTERVAL W/ FILAMENT TAPE.
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CLAMP TRACER WIRE TO
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6" PVC 45%%D BEND
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6" PVC RISER
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CHRISTY G03 VALVE BOX
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FINISHED
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GROUT
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INSTALL AT
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END OF LINE
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WITH TRAFFIC RATE LID
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SEE NOTE A
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NOTES: A. IF PIPE ANGLE IS 90 , USE BEARING IF PIPE ANGLE IS 90°, USE BEARINGAREA B PER DETAIL B. IF PIPE ANGLE IS 45°, 22-1/2°, OR 11-1/4° USEBEARING AREA C PER DETAIL C.X PER DETAIL C.
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FOR BEARING
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AREA
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45
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PIPE ANGLE
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22-1/2
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11-1/4
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C X
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C 1
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C 2
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C 3
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C X
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SEE 'REQUIRED BEARING AREAS' TABLE ABOVE FOR C VALUESX VALUES
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11
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-
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NTS
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THRUST BLOCK
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9
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-
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CLEANOUT
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4"
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CLASS II AB
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6"
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18"
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18"
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3'
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6"
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R=1/4" (TYP)
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2"
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TROWEL SMOOTH & BROOM
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TWO #4 BARS CONTINUOUS
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PCC
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(95%%% COMPACTION)
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SEAL ALL JOINTS WITH RS-1 TACK COAT AT 0.12 GAL./S.Y.
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#4 BARS @24" O.C.
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NOTES: 1. USE 1/2" WIDE EXPANSION JOINTS AT EACH END AT 20' USE 1/2" WIDE EXPANSION JOINTS AT EACH END AT 20' CENTERS. 2. USE 1/2" DIAMETER X 12" LONG, SMOOTH CAPPED DOWELS AT USE 1/2" DIAMETER X 12" LONG, SMOOTH CAPPED DOWELS AT EACH EXPANSION JOINT AND AT END OF POURS. 3. SET SCORE MARKS 1 1/2" TO 2" DEEP AT 20' CENTERS. SET SCORE MARKS 1 1/2" TO 2" DEEP AT 20' CENTERS. 4. SURFACE FINISH TO BE LIGHT BROOMING.SURFACE FINISH TO BE LIGHT BROOMING.
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SEE SURFACE IMPROVEMENT PLANS FOR PAVEMENT SECTION
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4"
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6
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-
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3' VALLEY GUTTER
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7
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-
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THICKENED EDGE
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8
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-
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DETECTABLE WARNING SURFACE
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6" DIAMETER HEAVY WALL STEEL PIPE
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4000 PSI POURED CONCRETE FOOTING PER MANUFACTURER'S SPECIFICATIONS
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AC PAVEMENT SECTION, SEE PLAN
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2
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BOLLARD
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GRADE
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W/ PLUG
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12
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CURB THROUGH DRAIN
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SUBGRADE
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SUBGRADE
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SUBGRADE
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SUBGRADE
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3
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3' VALLEY GUTTER & V-DITCH TRANSITION
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PROPOSED LANDSCAPE
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MATCH TO EXISTING FLOW LINE
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EXISTING V-DITCH
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VALLEY GUTTER
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6
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VERTICAL CURB
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12" R
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12" R
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7"
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1"
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6"
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EXTEND CURB 2" MIN BELOW AB
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SEE LAYOUT DWGS FOR PAVEMENT SECTION
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SURFACE VARIES, SEE PLANS
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#4 CONTINUOUS 2" MIN CLEAR FROM TOP OF CURB
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#4 CONTINUOUS 3" MIN CLEAR FROM BOTTOM AND SIDES
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#4 VERTICAL REBAR @18" O.C.
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NOTE: 1. CONTRACTOR TO PROVIDE 10" LAP SPLICE IN CONTRACTOR TO PROVIDE 10" LAP SPLICE IN ACCORDANCE WITH PROJECT SPECIFICATIONS
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NOTES: 1. DETECTABLE WARNING SURFACE SHALL HAVE A MINIMUM DEPTH OF 3 FEET AS DETECTABLE WARNING SURFACE SHALL HAVE A MINIMUM DEPTH OF 3 FEET AS SHOWN ON PLANS. 2. ALL DIMENSIONS PER CBC 2013, SECTION 11B-705.1.1. ALL DIMENSIONS PER CBC 2013, SECTION 11B-705.1.1. 3. COLOR TO BE YELLOW. COLOR TO BE YELLOW. 4. DETECTABLE WARNING SURFACE SHALL BE WET-SET IN CONCRETE, AT THE DETECTABLE WARNING SURFACE SHALL BE WET-SET IN CONCRETE, AT THE LOCATIONS INDICATED. 5. DETECTABLE WARNING SURFACE SHALL BE PLACED AT FACE OF CURB FOR DETECTABLE WARNING SURFACE SHALL BE PLACED AT FACE OF CURB FOR PARALLEL RAMP CONDITIONS.
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DOMES 0.18-0.22" TALL, TYP.
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#4 REBAR, 18" O.C.E.W.
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PROVIDE THICKENED EDGE WHERE ADJACENT TO LANDSCAPING
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980 9TH ST., STE 1770 SACRAMENTO, CALIFORNIA
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916.556.5800
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CIVIL
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C 64850
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EXP. 6/30/19
DETAILS
C6.01
6910 5 31112 8 7 4 2 1
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE
WRITTEN CONSENT OF LPAS, INC. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
CONSULTANT'S STAMP APPROVAL
J
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B
A
6910 5 31112 8 7 4 2 1
B
A
J
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H
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F
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C
CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
ENLARGED PLANFIRE ALARM
F2.1FLOOR PLAN 11/4" = 1'-0"
ADDENDUM 1March 7, 2018
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%%USHEET NOTES
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2
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%%UGENERAL NOTES:
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FIELD VERIFY DETECTORS LOCATION WITH LIGHTING FIXTURE LOCATION. DO NOT LOCATE DETECTOR CLOSER THAN 1'-0" FROM THE SIDE OF THE LIGHTING FIXTURE.
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ALL NEW PENETRATIONS THROUGH THE FIRE RATED WALLS SHALL BE MADE AS INDICATED ON DETAIL 3/F4.0.
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SMOKE DETECTORS SPACING SHOULD NOT EXCEED 30' AND HEAT DETECTOR SPACING SHOULD NOT EXCEED 50'. FOR SMOOTH CEILINGS ALL POINTS ON THE CEILING SHALL HAVE A DETECTOR WITHIN A DISTANCE NOT TO EXCEED 0.7 TIMES THE SELECTED SPACING. THE MAXIMUM SPACING FROM A DETECTOR TO THE FARTHEST POINT OF A SIDE WALL OR CORNER WITHIN ITS ZONE OF PROTECTION SHOULD NOT BE GRATER THAN 0.7 TIMES THE SELECTED SPACING MENTIONED ABOVE.
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SEE DRAWING F0.0 FOR INTERIOR FA EQUIPMENT SCHEDULE.
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ALL NEW DATA INITIATING CIRCUIT WIRING SHOWN IN THIS DRAWING IS TYPE "A" U.O.N.
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5.
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4.
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2.
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F
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Exp. %%u
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No. E 16739
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09/30/18
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A
6910 5 31112 8 7 4 2 1
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE
WRITTEN CONSENT OF LPAS, INC. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT
AND ENGINEER.
CONSULTANT'S STAMP APPROVAL
J
K
H
G
F
E
D
C
B
A
6910 5 31112 8 7 4 2 1
B
A
J
K
H
G
F
E
D
C
CONSULTANT
NO. ISSUE DATE
1 DSA SUBMITTAL 11/15/2017
11.15.2017
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROADPITTSBURG, CA 94565
985-0007
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ACDATE
SSFLS
01-116948
FILE NO. 7-C1
2 DSA BACKCHECK 03/08/2018
FIRE ALARMRISER DIAGRAM
F3.0
ADDENDUM 1March 7, 2018
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(N) FACP
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EOL
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S
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15cd
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N2-2
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1
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FIRE ALARM RISER DIAGRAM
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N.T.S
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%%uGENERAL NOTES:
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SEE DRAWING F1.1 FOR EXTERIOR FA CONDUIT SCHEDULE.
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1.
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4.
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3.
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2.
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PROVIDE FAULT GROUND ISOLATOR MODULES IN THE SIGNALING LINE CIRCUIT AS REQUIRED.
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PROVIDE ALL EQUIPMENT, MATERIALS AND CONNECTIONS NECESSARY (WHETHER SHOWN ON THE RISER DIAGRAM OR NOT) TO SYNCHRONIZE ALL NEW FIRE ALARM NOTIFICATION DEVICES THROUGHOUT THE CAMPUS. ALL CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH THW MANUFACTURER'S INSTRUCTIONS.
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ALL MODULES INSTALLED INSIDE OF FATC SHALL BE PROPERLY SECURED TO 3/4" PLYWOOD BACK BOARD.
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1
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%%uSHEET NOTES:
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2
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PROVIDE NETWORK CABLE AS PER MANUF TO COMMUNICATE SYSTEM PANELS VIA LOOP NETWORK. ACTIVATION OF ANY NETWORKED PANEL TO TRANSMIT TROUBLE AND SUPERVISORY SIGNAL TO THE MAIN FACP AT THE STUDENT CENTER BUILDING. COORDINATE DATA CABLING REQUIREMENTS WITH THE CURRENT BLDG FIRE ALARM CONTRACTOR AND MONITORING CO. PROVIDE VENDOR REQUIRED MODULES & SOFTWARE TO FUNCTION AS THE MAIN CAMPUS MONITORING SYSTEM PANEL SUCH THAT ANY ACTIVATION OF INITIATING DEVICE IN ANOTHER BLDG(S) WILL BE ANNUNCIATED IN THE FSM. PROVIDE ADDRESSABLE RELAY MODULE SUCH THAT ACTIVATION OF INITIATING DEVICE IN THE SPACE SERVED BY THE MECH UNIT WILL CAUSE UNIT TO SHUT DOWN AND ACTIVATE NOTIFCATION DEVICES ALL THROUGHOUT THE SECURITY BLDG. FACP WITH LISTED OPTIONAL MODULES INCLUDING NETWORK RING CARD (NRC) & VIRTUAL NETWORK TUNNEL FOR TRANSMITTING SINGLE OR MULTI-MOMDE NETWORK COMMUNICATION VIA FIBER OPTIC OR COPPER CONDUCTORS PER MANUF. (NRC PROVIDES XNET PEER TO PEER COMMUNICATION BETWEEN XLS FACPS FOR NETWORKING REQUIREMENTS.)
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S
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30cd
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30cd
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(E) FACP (SCIENCE)
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DED CKT
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(E)120V DED CKT
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(E) ADDRESSABLE ADDRESSABLE DEVICES TO REMAIN (TYP)
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E
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IF
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(E)SCIENCE BLDGSCIENCE BLDG
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(N) SECURITY BUILDING
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1A TYP
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1A
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(E) TELEPHONE TELEPHONE LEASE LINE VIA MAIN CAMPUS 'FACP'
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(E) FACP WITH NETWORK CONNECTION TO MAIN CAMPUS 'FACP'
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1
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1B
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1B, TYP
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FATC
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FIRE ALARM TERMINAL CABINET "FATC", 4"D x 18"W x 20"H MIN. AS MANUF BY HOFFMAN OR APPROVED EQUAL
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(E) COMMUNICATION MANHOLE (SEE F1.1)
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(E) DATA NETWORK LINE
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DATA COMMUNICATION NETWORK FOR FIRE ALARM (TO MAIN CAMPUS 'FACP')
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FACP- (N+1)
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FACP-2
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MAIN FACP
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MAIN STUDENT CENTER (VIF)
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(E) MAIN CAMPUS FIRE SAFETY MGMT STATION, VIF
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BLDG 2
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FAAN
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FIRE SAFETY MANAGEMENT STATION
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WIRE SCREEN MONITOR BY OWNER
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FA ANNUNCIATOR PANEL "FAAN"
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LOBBY
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5
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3
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DD
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MONITOR & RELAY MODULE FOR COILING COUNTER FIRE SHUTTER
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COMBO SMOKE/HEAT DEVICE INSIDE CEILING SPACE
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TYP DUCT DETECTOR NEAR MOTORIZED DAMPER (SEE MECH)
