R0003.pdf

PDF 6 MB Posted Apr 13, 2018

Attached to: Tactical Response Force Alert Facility at Malmstrom AFB, MT Federal contract opportunity
Solicitation number: W912DW18R0002
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Amendment R0003

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File	Type	Posted
R0008.pdf	PDF	Apr 26, 2018
Attachment_1_for_Section_00_22_16_Revised.docx	DOCX document	Apr 26, 2018
R0007.pdf	PDF	Apr 25, 2018
R0006.pdf	PDF	Apr 24, 2018
R0005.pdf	PDF	Apr 23, 2018
R0004.pdf	PDF	Apr 20, 2018
R0002.pdf	PDF	Apr 6, 2018
R0001.pdf	PDF	Apr 5, 2018
Part_1_of_3_Request_for_Proposal.PDF	PDF	Mar 23, 2018
Part_2_of_3_Specifications.pdf	PDF	Mar 23, 2018
Attachment_1_for_Section_00_22_16.docx	DOCX document	Mar 23, 2018
Part_3_of_3_Drawings.pdf	PDF	Mar 23, 2018

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W68MD970805559

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Request for Proposal (RFP) W912DW18R0002 Amendment R0003

(Please see continuation page for details)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Apr-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW18R0002

X 9B. DATED (SEE ITEM 11)

23-Mar-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Apr-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18R0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text: R0003

1. This amendment three (0003) provides for the following:

Revision to Section 00 21 16, Instructions, Conditions and Notices to Offerors.

Revision to Attachment 00 73 00-A, Index of Drawings.

Revision to Drawing C-108, Grading & Drainage Plan.

Revision to Drawing S-100A, Foundation Plan – West.

2. The bid submittal time and date of 1:00:00 PM LOCAL TIME, 26 April 2018 remains the same.

3. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO OFFERORS: Offerors must acknowledge receipt of all amendments including this amendment by number and date on SF1442.

Encl:

Section 00 21 16 (Revised) Attachment 00 73 00-A (Revised) Drawing C-108 (Revised) Drawing S-100A (Revised)

W912DW18R0002 00 21 16 - 1 R0003

SECTION 00 21 16

INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

1.0 GENERAL INFORMATION

1.1 GENERAL DESCRIPTION OF WORK

1.2 MAGNITUDE OF CONSTRUCTION

1.3 SUBJECT TO AVAILABILITY OF FUNDS

1.4 GOVERNMENT SECURITY REQUIREMENTS

1.5 COPIES OF REQUEST FOR PROPOSAL (RFP) DOCUMENTS AND AMENDMENTS

1.6 OFFEROR'S QUESTIONS AND COMMENTS

1.7 SMALL BUSINESS SIZE STANDARD/NAICS CODE

1.8 PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

1.9 PRE-PROPOSAL CONFERENCE / SITE VISIT

1.10 ACCURACY IN PROPOSALS

1.11 PROPOSAL SUBMITTALS

1.12 PROPOSAL FORMAT

1.13 JOINT VENTURE PROPOSAL REQUIREMENTS

1.14 SOLICITATION PROVISIONS

W912DW18R0002 00 21 16 - 2 R0003

1.0 GENERAL INFORMATION

1.1 GENERAL DESCRIPTION OF WORK:

The scope of project includes all work required for the construction of Tactical Response Force Alert Facility at Malmstrom AFB, MT.

The work shall be in accordance with Request for Proposal documents.

General description of work:

The USACE Seattle District has a requirement for the construction of a 3,839 square meter (SM) (41,312 square feet) for a Tactical Alert Force Facility (TRF) with an 809 square meter (SM) space for a flight simulator.

Supporting facilities include pavements, utilities, and site improvements. The purpose of the newly constructed TRF is to provide an adequately sized and configured facility that will co-locate squadron operations facility and the sleeping quarters of the alert crew with aircraft to minimize crew response times for 24-hour a day/7-days per week/365 days per year readiness. The facility will support planning, briefing, administration, alert response, life support, maintenance, and crew equipment storage and issue tasks.

1.2 MAGNITUDE OF CONSTRUCTION:

In accordance with DFARS 236.204, Disclosure of Magnitude of Construction Projects, the Magnitude of Construction is between $10,000,000.00 and $25,000,000.00.

1.3 SUBJECT TO AVAILABILITY OF FUNDS:

FAR Clause 52.232-18 “Availability of Funds,” (APR 1984) Funds are not presently available for this contract. The Government’s obligation under this contract is contingent upon the availability of appropriated funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise until funds are made available to the Contracting Officer for this contract and until the Contractor receives notice of such availability, to be confirmed in writing by the Contracting Officer.

1.4 GOVERNMENT SECURITY REQUIREMENTS:

The Offeror(s) must ensure that ALL mail sent to the Seattle District, U.S. Army Corps of Engineers, either pre-contract or post-contract award, has a return mailing address on the outside of the envelope, package, box, etc. ANY MAIL addressed to the U.S. Army Corps of Engineers, including but not limited to; bids, modifications to bids, proposals, revised proposals, bonds, correspondence, etc., will be REJECTED by the US Army Corps of Engineers mail room facility located in Building 1202, at 4735 East Marginal Way South, Seattle, WA 98134 if it does not contain a return mailing address. THERE WILL BE NO EXCEPTIONS.

1.5 COPIES OF RFP DOCUMENTS AND AMENDMENTS:

Copies of the RFP and amendments are available by INTERNET ACCESS ONLY. All RFP documents will be posted to the Federal Business Opportunities website at http://www.fbo.gov under RFP number W912DW18R0002.

It shall be the contractor’s responsibility to check the websites for any amendments. The Offeror shall submit in the proposal all requested information specified in this RFP. There will be no public opening of the proposals received as a result of this RFP.

A list of interested vendors (potential Offerors and subcontractors) is available on the federal business opportunities web site (registration required) is available at: http://www.fbo.gov via Quick Search (RFP No. W912DW18R0002).

Additional information regarding this RFP and potential Offerors and/or subcontractors is available at http://www.nws.usace.army.mil/BusinessWithUs/Contracting.aspx.

W912DW18R0002 00 21 16 - 3 R0003

1.6 OFFEROR'S QUESTIONS AND COMMENTS:

Questions and/or comments relative to these documents should be submitted via e-mail or mailed to:

Contract Specialist:

U.S. Army Corps of Engineers, Seattle District ATTN: John Scola Mailing Address:

P.O. Box 3755 Seattle, WA 98124-3755 Email: John.P.Scola@usace.army.mil

[ATTENTION: I prefer to be contacted by email because I’m hearing impaired]

Contracting Officer:

U.S. Army Corps of Engineers, Seattle District ATTN: Michael Miyagi Phone: (206) 764-3266 Email: Michael.M.Miyagi@usace.army.mil

1.6.1. Bidder Inquiry:

1.6.1.1. Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.projnet.org/projnet.

1.6.1.1.1. To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this RFP listed below, and your e-mail address, click login. Fill in all required information and click create user. Verify that information on next screen is correct and then click continue.

1.6.1.1.2. From this page you may view all bidder inquiries or add inquiry.

1.6.1.1.3. Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

1.6.1.1.4. The RFP Number is: W912DW18R0002

1.6.1.1.5. The Bidder Inquiry Key is: E6G42R-4TKZHA

1.6.1.2. The Bidder Inquiry System will be unavailable for new inquires 5 3 days prior to proposal submission in order to ensure adequate time is allotted to form an appropriate response and amend the RFP, if necessary.

1.6.1.3. Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

1.6.1.4. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

1.6.1.5. Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

1.7. SMALL BUSINESS SIZE STANDARD/NAICS CODE:

See Section 00 45 00, FAR 52.204-8 for the small business size standard/NAICS Code.

1.8. PROPOSAL EXPENSES AND PRE-CONTRACT COSTS:

W912DW18R0002 00 21 16 - 4 R0003

This Request for Proposal (RFP) does not commit the Government to pay, as a direct charge, any costs incurred in the preparation and submission of a proposal.

1.9 PRE-PROPOSAL CONFERENCE:

Site visit meeting will be held at 1000 am (PST) on Thursday, 19 April 2018 at Building 770, 7218 Goddard

Drive, Malmstrom AFB, MT 59402.

Contractors interested in attending the pre-bid site visit will need to apply for access to Malmstrom AFB. They must submit the attached information on the "CEAL Roster.” Please see attachment 1 at the end of this Section.

Please fill out your information and email to john.p.scola@usace.army.mil and Michael.m.miyagi@usace.army.mil by 1300 PST on 29 March 2018. Security Forces requires at least ten (10) calendar days to perform background checks.

IMPORTANT: The information provided in the CEAL Roster MUST MATCH your ID. Nicknames, misspellings will result in being disapproved for access. Contractors must submit information for EVERYONE that will attend the site visit; there is no exceptions.

Attendees are required to have picture identification (valid ID) to access the base.

Participants must provide their own transportation. USACE POC is Darrick Godfrey (Resident Engineer) at

(406) 771-0092 X 1430 or Darrick.D.Godfrey@usace.army.mil.

Please allow yourself enough time to find parking.

OFFERORS ARE URGED and expected to inspect the site where construction is to be performed and to satisfy themselves as to all general and local conditions which may affect the cost of performance of the contract, to the extent, such information is reasonably obtainable. In no event, will a failure to inspect the site constitute grounds for withdrawal of a bid after opening or for a claim after award of the contract.

1.10 ACCURACY IN PROPOSALS:

Proposals must set forth full, accurate, and complete information as required by this RFP, (including attachments).

The penalty for making false statements is prescribed in 18 U.S.C. 1001.

1.11 PROPOSAL SUBMITTALS:

Due to heightened security at Government installations, those Offerors who have their proposals hand-delivered shall contact Procurement Technician, Sonia Frees at 206-764-3516 prior to delivering to the address shown below.

At the time specified on the SF1442, it will be announced that receipt of proposals is closed.

Note that the official receipt of a bid shall be in accordance with FAR 52.214-7. Recent terrorist threats have resulted in more time-consuming sign-in and escort procedures and may impact the timely delivery of offers. See FAR 52.215-1 for rules concerning late proposals.

See Box 13 of the Standard Form 1442 for the time and date your proposal is due.

EMAIL: Emailed Proposal will NOT be accepted.

FAX: Faxed Proposal will NOT be accepted.

FED-EX/UPS: John Scola, Contract Specialist, Building 1202 U.S. Army Corps of Engineers, Seattle District

W912DW18R0002 00 21 16 - 5 R0003

CECT-NWS

4735 East Marginal Way S., Bldg. #1202 Seattle, WA 98134-2385 Note: Commercial Carriers will not deliver to PO Boxes

MAIL: John Scola, Contract Specialist, Building 1202 U.S. Army Corps of Engineers, Seattle District

CECT-NWS

PO Box 3755 Seattle, WA 98124-3755

HAND

DELIVERY: John Scola, Contract Specialist, Building 1202 U.S. Army Corps of Engineers, Seattle District

CECT-NWS

4735 East Marginal Way S., Bldg. #1202 Seattle, WA 98134-2385

The method of Hand Delivery has changed and takes longer than the previous method of arriving at the Federal Center South building (#1201) lobby to deliver your Offer, Bid or Proposal. Please allow sufficient time to allow for heightened security at Government installations and to get to our new location in Oxbow Building #1202. Allow time to park, pass through a metal detector, sign in, and receive a building pass at the Federal Center South Building (#1201). From there, you will be directed to the new USACE Oxbow Building (#1202) which sits behind the Federal Center South Building (#1201). Allow additional time.

Report to the Security Desk in the lobby of the USACE Oxbow Building and call Sonia Frees, Procurement Technician, at 206-674-3516. A Contracting representative will come down and accept your Offer, Bid or Proposal.

Note: If delivery is by any means other than Hand Delivery, please check prior to the due date and time to ensure that your Offer, Bid, or Proposal has arrived on time.

The Packaging that contains the Proposals shall be marked:

“Proposal for RFP Number: W912DW18R0002, DO NOT OPEN”

1.12 PROPOSAL FORMAT:

(a) Please refer to Section 00 22 16 for Submission Format requirements.

(b) Technical Proposal: Submit one (1) Original printed volume, one (1) Copy of printed volume and one (1) Electronic Copy in PDF on a CD (assembled in one document). Both must be identical.

(1) Electronic Copy in PDF on a CD. Both must be identical, except for the price schedule as noted below.

Note: the Price Schedule can be handwritten and “excluded” from the Price Proposal CD, but all other required items in your proposal shall be included in the CDs.

1.13 JOINT VENTURE PROPOSAL REQUIREMENTS:

When proposing as a joint venture, all members of the joint venture shall sign the SF 1442 and the bid bond, unless a written agreement by the joint venture is furnished with the proposal designating one firm with the authority to bind the other member(s) of the joint venture. In addition, a copy of the joint venture agreement shall be submitted with the proposal. Failure to comply with the foregoing requirements may eliminate the proposal from further consideration. If this is an 8(a), SDVOSB or HubZone joint venture, the Offeror shall ensure that it complies with the applicable requirements of 13 CFR Part 124, 13 CFR Part 125 and 13 CFR Part 126, respectively.

W912DW18R0002 00 21 16 - 6 R0003

Any of the Joint Venture partners identified in the JV agreement can submit project(s) to meet the requirement in Section 00 22 16 for evaluation.

1.14 RFP PROVISIONS:

Please see Section 00 21 16 “Additional Clauses.”

END OF SECTION 00 21 16

MAFB Tactical Response Force Alert Facility 16031 Malmstrom AFB, Great Falls, MT W912DW18R0002

00 73 00-A - 1 R0003

ATTACHMENT 00 73 00-A

INDEX OF DRAWINGS

DRAWING RECORD FILE NO. 225s/141-32-03, DATED: 23 October 2017

PAGE# SHEET# SHEET TITLE REVISION DATE

GENERAL

1 G-001 TITLE SHEET, LOCATION, & VICINITY MAP

2 G-002 DRAWING INDEX

3 G-003 DRAWING INDEX

4 G-004 LIFE SAFETY PLAN - FIRST FLOOR

5 G-005 LIFE SAFETY PLAN - SECOND FLOOR

CIVIL

6 C-001 GENERAL NOTES

7 C-002 LEGENDS, ABBREVIATIONS, & ALIGNMENT TABLES

8 C-003 KEY MAP

9 C-004 BASE BID PLAN

10 C-005 BID OPTIONS PLAN

11 C-006 SITE ACCESS PLAN

12 C-007 SURVEY POTHOLE INFORMATION

13 C-101 GEOTECH INFORMATION

14 C-102 GEOTECH INFORMATION

15 C-103 GEOTECH INFORMATION

16 C-104 EXISTING CONDITIONS, SITE DEMOLITION, & TESC PLAN

17 C-105 EXISTING CONDITIONS, SITE DEMOLITION, & TESC PLAN

18 C-106 SITE LAYOUT PLAN

19 C-107 SITE LAYOUT PLAN

20 C-108 GRADING & DRAINAGE PLAN R0003 12 APR 2018

21 C-109 GRADING & DRAINAGE PLAN

22 C-110 ENLARGED GRADING PLAN

23 C-111 SITE UTILITY PLAN

24 C-112 SITE UTILITY PLAN

25 C-113 SITE UTILITY PLAN

26 C-114 UTILITY PROFILES

27 C-115 UTILITY PROFILES

28 C-116 UTILITY PROFILES

29 C-117 SECTIONS & DETAILS

30 C-118 MISCELLANEOUS DETAILS

31 C-119 MISCELLANEOUS DETAILS

32 C-120 MISCELLANEOUS DETAILS

33 C-121 MISCELLANEOUS DETAILS

34 C-122 MISCELLANEOUS DETAILS

35 C-123 MISCELLANEOUS DETAILS

36 C-124 MISCELLANEOUS DETAILS

37 C-125 MISCELLANEOUS DETAILS

38 C-126 MISCELLANEOUS DETAILS

39 C-127 MISCELLANEOUS DETAILS

00 73 00-A - 2 R0003

PAGE# SHEET# SHEET TITLE REVISION DATE

LANDSCAPE

40 L-101 LANDSCAPE REFERENCE PLAN - SHEET 1

41 L-102 LANDSCAPE REFERENCE PLAN - SHEET 2

42 L-103 PLANTING PLAN - SHEET 1

43 L-104 PLANTING PLAN - SHEET 2

44 L-105 PLAZA ENTRY & BICYCLE RACK ENLARGEMENT PLANS

45 L-501 LANDSCAPE DETAILS

46 L-502 CHAIN LINK FENCE DETAILS

47 L-503 ELECTRIC SLIDING GATE DETAILS

48 L-504 CHAIN LINK DOUBLE SWING GATE

49 L-505 TURNSTILES & ADA GATE

50 L-506 TURNSTILE DETAILS

51 L-507 DUMPSTER DETAILS

52 L-508 STAIRS, RAMP & HANDRAIL DETAILS

53 L-509 MISCELLANEOUS DETAILS

STRUCTURAL

54 S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS

55 S-002 GENERAL STRUCTURAL NOTES

56 S-003 ABBREVIATIONS & LEGEND

57 S-007 ATFP PLAN

58 S-008 SCHEDULES & DIAGRAMS

59 S-009 WIND LOADS - COMPONENTS & CLADDING

60 S-010 LOADING DIAGRAMS

61 S-100 FOUNDATION PLAN - OVERALL

62 S-100A FOUNDATION PLAN - WEST R0003 12 APR 2018

63 S-100B FOUNDATION PLAN - EAST

64 S-101 FIRST FLOOR PLAN - OVERALL

65 S-101A FIRST FLOOR PLAN - WEST

66 S-101B FIRST FLOOR PLAN - EAST

67 S-101C FIRST FLOOR SLAB REINFORCEMENT - WEST

68 S-101D FIRST FLOOR SLAB REINFORCEMENT- EAST

69 S-102 SECOND FLOOR PLAN - OVERALL

70 S-102A SECOND FLOOR PLAN - WEST

71 S-102B SECOND FLOOR PLAN - EAST

72 S-103 ROOF PLAN - OVERALL

73 S-103A ROOF PLAN - WEST

74 S-103B ROOF PLAN - EAST

75 S-103C ROOF PLAN - GARAGE

76 S-200 FRAME ELEVATIONS

77 S-201 FRAME ELEVATIONS

78 S-202 FRAME ELEVATIONS

79 S-203 FRAME ELEVATIONS

80 S-204 FRAME ELEVATIONS

81 S-210 ATFP ELEVATIONS

82 S-211 ATFP ELEVATIONS

83 S-212 ATFP ELEVATIONS

00 73 00-A - 3 R0003

PAGE# SHEET# SHEET TITLE REVISION DATE

84 S-300 BUILDING SECTIONS

85 S-301 BUILDING SECTIONS

86 S-302 SCHEMATIC TRUSS PROFILES

87 S-400 ENLARGED FLOOR PLANS

88 S-402 ENLARGED STAIR PLANS

89 S-410 WALL SECTIONS

90 S-411 WALL SECTIONS

91 S-412 WALL SECTIONS

92 S-413 WALL SECTIONS

93 S-414 WALL SECTIONS

94 S-420 WALL SECTIONS - BEARCAT GARAGE

95 S-421 WALL SECTIONS - BEARCAT GARAGE

96 S-500 CONCRETE DETAILS

97 S-501 CONCRETE DETAILS

98 S-502 CONCRETE DETAILS

99 S-503 DRILLED PIER DETAILS

100 S-504 CONCRETE GRADE BEAM DETAILS

101 S-505 CONCRETE DETAILS

102 S-506 FOUNDATION DETAILS

103 S-507 FOUNDATION DETAILS

104 S-508 CONCRETE DETAILS - BEARCAT GARAGE

105 S-509 EXTERIOR STAIR & LANDING DETAILS

106 S-510 BASE PLATE DETAILS

107 S-520 TYPICAL STEEL DETAILS

108 S-521 TYPICAL STEEL DETAILS

109 S-522 SECOND FLOOR FRAMING DETAILS

110 S-523 SECOND FLOOR FRAMING DETAILS

111 S-524 STAIR FRAMING DETAILS

112 S-530 ROOF FRAMING DETAILS

113 S-531 ROOF FRAMING DETAILS

114 S-532 ROOF FRAMING DETAILS

115 S-533 ROOF FRAMING DETAILS

116 S-540 ATFP TYPICAL ELEVATION

117 S-541 ATFP DETAILS & SECTIONS

118 S-542 ATFP DETAILS & SECTIONS, ANTENNA SUPPORT FRAME

119 S-561 TYPICAL COLD-FORMED DETAILS

ARCHITECTURAL

120 A-001 ABBREVIATIONS & LEGENDS

121 A-002 AIR BARRIER BOUNDARY

122 A-003 BUILDING ASSEMBLY LEGENDS

123 A-004 BUILDING PARTITION TYPES

124 A-005 TYPICAL MOUNTING HEIGHTS

125 A-101 OVERALL FLOOR PLANS

126 A-102 FIRST FLOOR PLAN - WEST

127 A-103 FIRST FLOOR PLAN - EAST

128 A-104 SECOND FLOOR PLAN - WEST

00 73 00-A - 4 R0003

PAGE# SHEET# SHEET TITLE REVISION DATE

129 A-105 SECOND FLOOR PLAN - EAST

130 A-106 FIRST FLOOR PARTITION PLAN - WEST

131 A-107 FIRST FLOOR PARTITION PLAN - EAST

132 A-108 SECOND FLOOR PARTITION PLAN - WEST

133 A-109 SECOND FLOOR PARTITION PLAN - EAST

134 A-110 ROOF PLAN

135 A-111 ROOF PLAN - WEST

136 A-112 ROOF PLAN - EAST

137 A-121 REFLECTED CEILING PLANS

138 A-122 FIRST FLOOR REFLECTED CEILING PLAN - WEST

139 A-123 FIRST FLOOR REFLECTED CEILING PLAN - EAST

140 A-124 SECOND FLOOR REFLECTED CEILING PLAN - WEST

141 A-125 SECOND FLOOR REFLECTED CEILING PLAN - EAST

142 A-130 FIRST FLOOR INTERIOR FINISHES PLAN - WEST

143 A-131 FIRST FLOOR INTERIOR FINISHES PLAN - EAST

144 A-132 SECOND FLOOR INTERIOR FINISHES PLAN - WEST

145 A-133 SECOND FLOOR INTERIOR FINISHES PLAN - EAST

146 A-180 FIRST FLOOR FURNITURE PLACEMENT PLAN - WEST

147 A-181 FIRST FLOOR FURNITURE PLACEMENT PLAN - EAST

148 A-182 SECOND FLOOR FURNITURE PLACEMENT PLAN - WEST

149 A-183 SECOND FLOOR FURNITURE PLACEMENT PLAN - EAST

150 A-201 EXTERIOR ELEVATIONS

151 A-202 ENLARGED EXTERIOR ELEVATIONS

152 A-203 ENLARGED EXTERIOR ELEVATIONS

153 A-204 ENLARGED EXTERIOR ELEVATIONS

154 A-301 BUILDING CROSS SECTIONS

155 A-302 BUILDING LONGITUDINAL SECTIONS

156 A-310 WALL SECTIONS

157 A-311 WALL SECTIONS

158 A-312 WALL SECTIONS

159 A-400 ENLARGED PLANS & SECTIONS

160 A-401 ENLARGED PLANS & SECTIONS

161 A-402 ENLARGED PLANS & SECTIONS

162 A-410 INTERIOR ELEVATIONS

163 A-411 INTERIOR ELEVATIONS

164 A-412 INTERIOR ELEVATIONS

165 A-413 INTERIOR ELEVATIONS

166 A-500 DOOR & WINDOW DETAILS

167 A-501 BUILDING ENVELOPE DETAILS

168 A-502 EXTERIOR DETAILS

169 A-503 WALL DETAILS

170 A-504 WALL DETAILS

171 A-505 EXTERIOR DETAILS

172 A-510 ROOF DETAILS

173 A-520 INTERIOR DETAILS

174 A-521 INTERIOR DETAILS

00 73 00-A - 5 R0003

PAGE# SHEET# SHEET TITLE REVISION DATE

175 A-522 INTERIOR DETAILS

176 A-530 STAIR & ELEVATOR DETAILS

177 A-601 COLORS & MATERIALS SCHEDULE

178 A-602 DOOR SCHEDULE

179 A-603 CURTAIN WALL TYPES & SCHEDULES

180 A-604 LOUVER SCHEDULE & DOOR/FRAME TYPES

181 A-605 ROOM FINISH SCHEDULES

182 A-606 SIGNAGE & TYPES

183 A-607 SIGNAGE & TYPES

184 A-608 SIGNAGE & TYPES

185 A-801 PERSPECTIVE VIEWS

FIRE PROTECTION

186 FA001 FIRE ALARM / MASS NOTIFICATION LEGEND & NOTES

187 FA002 FIRE ALARM / MASS NOTIFICATION NOTES

188 FA003 FIRE ALARM / MASS NOTIFICATION NOTES CONTINUED

189 FA004 FIRE ALARM / MASS NOTIFICATION SEQUENCE OF

OPERATIONS

190 FA005 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

191 FA006 FIRE ALARM / MASS NOTIFICATION ANTENA DETAIL

192 FA111 FIRST FLOOR FIRE ALARM PLAN - WEST

193 FA112 FIRST FLOOR FIRE ALARM PLAN - EAST

194 FA113 SECOND FLOOR FIRE ALARM PLAN - WEST

195 FA114 SECOND FLOOR FIRE ALARM PLAN - EAST

196 FX001 FIRE PROTECTION LEGEND, DESIGN CRITERIA, & FLOW TEST

197 FX002 FIRE PROTECTION GENERAL, SPECIAL, & CONSTRUCTION

NOTES

198 FX101 FIRE PROTECTION RISER DETAIL PLAN, EQUIPMENT LIST, &

CRITERIA

199 FX102 FIRE PROTECTION DETAIL ELEVATIONS, CONSTRUCTION

NOTES, SCHEDULES, & AUXILIARY RISER PLAN & ELEVATION

200 FX103 FIRE PROTECTION RISER DETAIL ELEVATIONS

201 FX111 FIRST FLOOR FIRE PROTECTION PLAN - WEST

202 FX112 FIRST FLOOR FIRE PROTECTION PLAN - EAST

203 FX113 SECOND FLOOR FIRE PROTECTION PLAN - WEST

204 FX114 SECOND FLOOR FIRE PROTECTION PLAN - EAST

205 FX121 FIRST FLOOR FIRE PROTECTION PIPING PLAN - WEST

206 FX122 FIRST FLOOR FIRE PROTECTION PIPING PLAN - EAST

207 FX123 SECOND FLOOR FIRE PROTECTION PIPING PLAN - WEST

208 FX124 SECOND FLOOR FIRE PROTECTION PIPING PLAN - EAST

209 FX125 ENLARGED FIRE PROTECTION PIPING PLANS

210 FX201 FIRE PROTECTION HYDRAULIC NODE SITE PLAN

211 FX202 FIRE PROTECTION RISER DETAIL HYDRAULIC NODE PLAN

212 FX203 FIRE PROTECTION AUXILIARY DRY SYSTEM RISER DETAIL

AND ELEVATIONS HYDRAULIC NODE PLAN

213 FX204 FIRE PROTECTION RISER DETAIL ELEVATIONS HYDRAULIC

NODE PLAN

214 FX205 FIRE PROTECTION FIRST FLOOR HYDRAULIC NODE PLAN -

00 73 00-A - 6 R0003

PAGE# SHEET# SHEET TITLE REVISION DATE

WEST

215 FX206 FIRE PROTECTION FIRST FLOOR HYDRAULIC NODE PLAN -

EAST

216 FX207 FIRE PROTECTION SECOND FLOOR HYDRAULIC NODE PLAN -

WEST

217 FX208 FIRE PROTECTION SECOND FLOOR HYDRAULIC NODE PLAN -

EAST

218 FX209 FIRE PROTECTION HYDRAULIC NODE PLANS

PLUMBING

219 P-001 PLUMBING LEGEND

220 PP101 UNDERGROUND PLUMBING PLAN - WEST

221 PP102 UNDERGROUND PLUMBING PLAN - EAST

222 PP103 FIRST FLOOR PLUMBING PLAN - WEST

223 PP104 FIRST FLOOR PLUMBING PLAN - EAST

224 PP105 SECOND FLOOR PLUMBING PLAN - WEST

225 PP106 SECOND FLOOR PLUMBING PLAN - EAST

226 PP107 ROOF PLUMBING PLAN - WEST

227 PP108 ROOF PLUMBING PLAN - EAST

228 PP401 ENLARGED PIPING PLANS

229 PP501 PLUMBING DETAILS I

230 PP502 PLUMBING DETAILS II

231 PP503 PLUMBING DETAILS III

232 PP504 DOMESTIC RISER DIAGRAM

233 PP505 WASTE RISER DIAGRAM

234 PP601 PLUMBING SCHEDULES I

235 PP602 PLUMBING SCHEDULES II

MECHANICAL

236 M-001 MECHANICAL LEGEND

237 MH101 FIRST FLOOR HVAC PLAN - WEST

238 MH102 FIRST FLOOR HVAC PLAN - EAST

239 MH103 SECOND FLOOR HVAC PLAN - WEST

240 MH104 SECOND FLOOR HVAC PLAN - EAST

241 MH105 ROOF HVAC PLAN - WEST

242 MH106 ROOF HVAC PLAN - EAST

243 MH121 FIRST FLOOR REFLECTED CEILING PLAN - WEST

244 MH122 FIRST FLOOR REFLECTED CEILING PLAN - EAST

245 MH123 SECOND FLOOR REFLECTED CEILING PLAN - WEST

246 MH124 SECOND FLOOR REFLECTED CEILING PLAN - EAST

247 MH301 MECHANICAL SECTIONS - MECHANICAL 121

248 MH302 MECHANICAL SECTIONS - MECHANICAL 203

249 MH303 MECHANICAL SECTIONS - MECHANICAL 228

250 MH401 FIRST FLOOR ENLARGED PLANS - MECHANICAL 121

251 MH402 SECOND FLOOR ENLARGED PLANS - MECHANICAL 228

252 MH403 SECOND FLOOR ENLARGED PLANS - MECHANICAL 203

253 MH501 MECHANICAL DETAILS I

254 MH502 MECHANICAL DETAILS II

00 73 00-A - 7 R0003

PAGE# SHEET# SHEET TITLE REVISION DATE

255 MH503 MECHANICAL DETAILS III

256 MH601 MECHANICAL SCHEDULES I

257 MH602 MECHANICAL SCHEDULES II

258 MH603 MECHANICAL SCHEDULES III

259 MH604 MECHANICAL SCHEDULES IV

260 MH605 MECHANICAL SCHEDULES V

261 MH606 MECHANICAL SCHEDULES VI

262 MH701 HYDRONIC HEATING SYSTEM DIAGRAM

263 MH702 CHILLED WATER SYSTEM DIAGRAM

264 MH703 MECHANICAL CONTROLS I

265 MH704 MECHANICAL CONTROLS II

266 MH705 MECHANICAL CONTROLS III

267 MH706 MECHANICAL CONTROLS IV

268 MH707 MECHCANICAL CONTROLS V

269 MH708 CONTROL POINTS TABLE

270 MP111 FIRST FLOOR HYDRONIC PIPING PLAN - WEST

271 MP112 FIRST FLOOR HYDRONIC PIPING PLAN - EAST

272 MP113 SECOND FLOOR HYDRONIC PIPING PLAN - WEST

273 MP114 SECOND FLOOR HYDRONIC PIPING PLAN - EAST

ELECTRICAL

274 E-001 SYMBOLS & ABBREVIATIONS

275 E-002 SITE POWER, LIGHTING, & SYSTEMS DEMOLITION PLAN

276 E-003 SITE POWER & LIGHTING PLAN

277 E-004 SITE SYSTEMS PLAN

278 E-101 FIRST FLOOR LIGHTING PLAN - WEST

279 E-102 FIRST FLOOR LIGHTING PLAN - EAST

280 E-103 SECOND FLOOR LIGHTING PLAN - WEST

281 E-104 SECOND FLOOR LIGHTING PLAN - EAST

282 E-111 FIRST FLOOR POWER PLAN - WEST

283 E-112 FIRST FLOOR POWER PLAN - EAST

284 E-113 SECOND FLOOR POWER PLAN - WEST

285 E-114 SECOND FLOOR POWER PLAN - EAST

286 E-121 FIRST FLOOR HVAC CIRCUITING PLAN - WEST

287 E-122 FIRST FLOOR HVAC CIRCUITING PLAN - EAST

288 E-123 SECOND FLOOR HVAC CIRCUITING PLAN - WEST

289 E-124 SECOND FLOOR HVAC CIRCUITING PLAN - EAST

290 E-131 FIRST FLOOR SYSTEMS PLAN - WEST

291 E-132 FIRST FLOOR SYSTEMS PLAN - EAST

292 E-133 SECOND FLOOR SYSTEMS PLAN - WEST

293 E-134 SECOND FLOOR SYSTEMS PLAN - EAST

294 E-141 GROUNDING PLAN - WEST

295 E-142 GROUNDING PLAN - EAST

296 E-151 LIGHTNING PROTECTION PLAN - WEST

297 E-152 LIGHTNING PROTECTION PLAN - EAST

298 E-401 ENLARGED PLANS - SHEET 1

299 E-402 ENLARGED PLANS - SHEET 2

00 73 00-A - 8 R0003

PAGE# SHEET# SHEET TITLE REVISION DATE

300 E-403 ENLARGED PLANS - SHEET 3

301 E-501 TYPICAL DETAILS - SHEET 1

302 E-502 TYPICAL DETAILS - SHEET 2

303 E-503 TYPICAL DETAILS - SHEET 3

304 E-504 TYPICAL DETAILS - SHEET 4

305 E-505 TYPICAL DETAILS - SHEET 5

306 E-506 TYPICAL DETAILS - SHEET 6

307 E-507 TYPICAL DETAILS - SHEET 7

308 E-508 TYPICAL DETAILS - SHEET 8

309 E-601 ONE-LINE DIAGRAM - SHEET 1 R0002 6 APR 2018

310 E-602 ONE-LINE DIAGRAM - SHEET 2

311 E-603 TYPICAL GROUNDING & BONDING SCHEMATIC DIAGRAM

312 E-604 NORMAL POWER FEEDER SCHEDULE & CIRCUIT ANALYSIS

313 E-605 EMERGENCY & STANDBY POWER FEEDER SCHEDULE &

CIRCUIT ANALYSIS

314 E-606 TYPICAL BRANCH CIRCUIT SCHEDULE & LABELING

315 E-607 PANEL SCHEDULES - SHEET 1

316 E-608 PANEL SCHEDULES - SHEET 2

317 E-609 PANEL SCHEDULES - SHEET 3

318 E-610 PANEL SCHEDULES - SHEET 4

319 E-611 PANEL SCHEDULES - SHEET 5

320 E-612 PANEL SCHEDULES - SHEET 6

321 E-613 PANEL SCHEDULES - SHEET 7

322 E-614 PANEL SCHEDULES - SHEET 8

323 E-615 PANEL SCHEDULES - SHEET 9

324 E-616 PANEL SCHEDULES - SHEET 10

325 E-617 PANEL SCHEDULES - SHEET 11

326 E-618 PANEL SCHEDULES - SHEET 12

327 E-619 PANEL SCHEDULES - SHEET 13

328 E-620 PANEL SCHEDULES - SHEET 14

329 E-621 PANEL SCHEDULES - SHEET 15

330 E-622 PANEL SCHEDULES - SHEET 16

331 E-623 PANEL SCHEDULES - SHEET 17

332 E-624 PANEL SCHEDULES - SHEET 18

333 E-625 PANEL SCHEDULES - SHEET 19

334 E-626 PANEL SCHEDULES - SHEET 20

335 E-627 PANEL SCHEDULES - SHEET 21

336 E-628 PANEL SCHEDULES - SHEET 22

337 E-629 PANEL SCHEDULES - SHEET 23

338 E-630 PANEL SCHEDULES - SHEET 24

339 E-631 PANEL SCHEDULES - SHEET 25

340 E-641 MECHANICAL EQUIPMENT CIRCUITING SCHEDULE

341 E-642 LUMINAIRE SCHEDULE

342 E-643 CONTROL DIAGRAMS - SHEET 1

343 E-644 CONTROL DIAGRAMS - SHEET 2

344 E-645 CONTROL DIAGRAMS - SHEET 3

00 73 00-A - 9 R0003

PAGE# SHEET# SHEET TITLE REVISION DATE

345 E-646 GENERATOR CALCULATIONS R0002 6 APR 2018

TELECOMMUNICATIONS

346 T-001 SYMBOLS & ABBREVIATIONS

347 T-002 SITE TELECOMMUNICATIONS PLAN

348 T-003 SITE TELECOMMUNICATIONS ROUTING PLAN

349 T-004 SITE BUTTERFLY DIAGRAMS

350 T-111 FIRST FLOOR TELECOMMUNICATIONS PLAN - WEST

351 T-112 FIRST FLOOR TELECOMMUNICATIONS PLAN - EAST

352 T-113 SECOND FLOOR TELECOMMUNICATIONS PLAN - WEST

353 T-114 SECOND FLOOR TELECOMMUNICATIONS PLAN - EAST

354 T-121 FIRST FLOOR CABLE TRAY PLAN - WEST

355 T-122 FIRST FLOOR CABLE TRAY LAYOUT - EAST

356 T-123 SECOND FLOOR CABLE TRAY LAYOUT - WEST

357 T-124 SECOND FLOOR CABLE TRAY LAYOUT - EAST

358 T-401 ENLARGED PLANS - SHEET 1

359 T-402 ENLARGED PLANS - SHEET 2

360 T-501 TYPICAL DETAILS - SHEET 1

361 T-502 TYPICAL DETAILS - SHEET 2

362 T-503 TYPICAL DETAILS - SHEET 3

363 T-601 TELECOMMUNICATIONS RISER DIAGRAM

364 T-602 TELECOMMUNICATIONS RISER DIAGRAM

365 T-603 TELECOMMUNICATIONS GROUNDING & BONDING

366 T-701 TELECOMMUNICATIONS ACCEPTANCE TESTING

REQUIREMENTS

CATHODIC PROTECTION

367 CP001 CATHODIC PROTECTION DETAILS

E x E x

E x

S D x

S D x x

D x

W x

FUTURE SITE

OF MISSILE

MAINTENANCE

DISPATCH

FACILITY

PLAN

F L

I G

H T

L I N

72ND ST N

M A

T C

I N

H E

2.19%

C110

C117

STORM CONSTRUCTION NOTES

STORM ALIGNMENT 'A'

SEE PROFILE ON SHEET C115

GENERAL NOTES

EX-MH-3

24 IN. RCP NW; INV= 3457.904

24 IN. RCP SE; INV= 3457.994

12 IN. PVC NE; INV= 3465.904

EX-MH-4

24 IN. RCP NW; INV= 3458.268

15 IN. RCP SW; INV= 3458.218

24 IN. RCP SE; INV= 3458.168

RIM = 3469.751

12 IN. PVC W; INV= 3467.161

RIM = 3469.557

12 IN. PVC E; INV= 3467.007

12 IN. PVC SW; INV= 3466.977

RIM = 3467.192

12 IN. RCP NE; INV= 3462.972

12 IN. RCP SW; INV= 3462.592

RIM = 3470.169

8 IN. IRON SE; INV= 3467.154

12 IN. RCP NE; INV= 3465.659

RIM = 3471.532

8 IN. IRON NW; INV= 3468.312

8 IN. IRON SE; INV= 3468.452

12 IN. RCP NE; INV= 3466.602

3.01%

0.44%

FL=3471.33

FL=3469.25FL=3469.25

FL=3470.81

1. UTILITY INFORMATION PROVIDED BY TD&H ENGINEERING. CONTRACTOR

SHALL VERIFY LOCATION AND DEPTHS OF UTILITIES IN ACCORDANCE

WITH SPEC SECTION 01 14 00, PRIOR TO THE BEGINNING OF

CONSTRUCTION AND CONTACT THE CONTRACTING OFFICER AND

ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND.

2. PROVIDE A MINIMUM OF 12" VERTICAL AND HORIZONTAL SEPARATION

BETWEEN ALL EXISTING UTILITIES AND NEW WATER PIPING. PROVIDE A

MINIMUM OF 24" OF VERTICAL SEPARATION AND A MINIMUM OF 10' OF

HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES. IF A

MINIMUM SEPARATION CANNOT BE MET CONTRACTOR SHALL PROVIDE

CONCRETE ENCASEMENT.

3. CONTRACTOR SHALL COORDINATE UTILITY SHUTDOWN WITH

CONTRACTING OFFICER 21 DAYS PRIOR TO BEGINNING WORK, IN

ACCORDANCE WITH SPEC SECTION 01 14 00.

4. ADJUST ALL EXISTING SURFACE FEATURES TO FINISHED GRADE.

5. SEE SHEET C002 FOR PIPE ALIGNMENT TABLE.

6. SEE SHEET C104-C105 FOR TESC AND DEMOLITION PLANS.

7. STORM PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM-D-3034.

8. INSTALL ALL NEW UTILITIES IN TRENCH PER DETAIL 6 ON SHEET C121.

9. SEE SHEETS C114-C116 FOR UTILITY PROFILES.

10.FINISHED GRADE (FG) ELEVATION CALLOUTS ARE TOP OF PAVEMENT

OR GUTTER FLOW LINE ELEVATIONS UNLESS OTHERWISE NOTED.

CONNECT TO EXISTING STORM PIPE

CONNECT TO EXISTING MANHOLE

STORM MANHOLE

CATCH BASIN

STORMWATER TRASH GRATE

STORMWATER FACILITY OUTLET STRUCTURE

CONNECT TO ROOF DRAIN AT BUILDING

DOWNSPOUT WITH 24" MIN COVER

MANUFACTURED WYE FITTING

CURB INLET

SLOPE PROTECTION

CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL.

FOUNDATION DRAIN, SEE STRUCTURAL PLANS

CLEANOUT

FUTURE SITE

OF MISSILE

MAINTENANCE

DISPATCH

FACILITY

FL=3471.49

FL=3471.72

FL=3471.17

FL=3469.76

FL=3469.59

FL=3471.96

FL=3471.47

EG=3470.9±

EG=3471.0±

EG=3471.2±

2.00%

0.58%

FL=3472.11

FG=3472.20

FG=3472.25

FL=3472.17

TC=3471.31

FG=3471.39

BOT=3465.65

C110

FL=3470.21

FL=3470.11

0.47%

FL=3471.01

FL=3470.56

OUTLET-WEST

RIM=3468.30

'A' STA=0+70.26

IE (6") IN NE=3463.76

IE (15") OUT SW=3462.52

(15") PVC

S=0.8%

(6") PERF

S=0.2%

(6") PVC

S=1.0%

CO-02

N: 1192896.7687

E: 1551127.0036

IE (6") 3463.85

CO-01

N: 1192947.7489

E: 1551073.9728

IE (6") 3464.00

FG=3472.56

FL=3471.99

FL=3471.36

FL=3470.86

FG=3469.25

FG=3469.97

FG=3469.25

1.01%

1.00%

2.00%

FL=3470.11

EX-SD-MH-1

'A' STA=0+00.01

IE (15") IN NE=3461.98

IE (12") IN NE=3465.90

IE (24") IN SE=3457.99

IE (24") OUT NW=3457.90

OPTION ITEM WEST PARKING LOT

LIMITS (NOT IN BASE BID)

FL=3470.79

FL=3471.83

(OPTION ITEM WEST

PARKING LOT )

(OPTION ITEM WEST

PARKING LOT )

1.01%

FL=3471.20

FL=3470.95

FG=3470.30

FG=3470.20

0.47%

C o p y r i g h t

B e r g e r A

B A

A l l

R i g h t s

R e s e r v e d

L a s t

S a v e d b y

D u s t i n b r i g g s o n

O c t

F i l e

F e d e r a l W a y

A B

L D

A D

D D w g s

C d w g

PLAN

NORTH

C O

R P

N G

I N

E E

R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L E

A S

H I N

G T

O N t h

A v e n u e

S o u t h

S u i t e

F e d e r a l

W a y

W a s h i n g t o n

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

F I

U M

B E

1 2 3 4 5

SHEET ID

a x

M A

R K

D E

S C

R I P

T I O

N D

A T

US Army Corps of Engineers ®

SHEET OF20 367

RTA 1/5/18

D M

T G

C-108

-W D

W R

F R

E D

R I C

R O

W N

G R

A D

I N

R A

I N

A G

L A

M A

L M

S T

R O

F B

R E

L S

T A

C T

I C

P O

N S

O R

I L

Y tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Triangle tony.pritchett Text Box tony.pritchett Text Box

TYP

tony.pritchett Cloud tony.pritchett Text Box R0003 tony.pritchett Text Box tony.pritchett Text Box

ADD EXISTING CONTOUR ELEVATIONS

tony.pritchett

4/12/2018

FG=3472.98

RIM = 3470.036

12 IN. RCP SW; INV= 3460.286

24 IN. RCP NW; INV= 3459.406

24 IN. RCP SE; INV= 3459.416

UNKNOWN E; TOP OF PIPE= 3460.836

E x

S D x

S S x

S D x

D x

PLAN

F L

I G

H T

L I N

TRFAF

FF=3473.00

1.12%

1.00%

0.50%

C110

C117

2.05%

2.07%

0.95%

7.97%

TG=3462.00

FL=3466.92

TG=3462.72

1.59%

C110

TYP.

GENERAL NOTES

RIM = 3468.484

8 IN. CMP NE; INV= 3464.534

24 IN. RCP NE; INV= 3461.384

8 IN. CMP SW; INV= 3464.404

24 IN. RCP SW; INV= 3461.294

0.74%

FL=3467.50

FL=3468.49

FL=3470.78

FL=3469.16

FL=3468.63FL=3469.08

FL=3468.88

FG=3471.76

FG=3470.16

CO-16

RIM=3472.60

'C' STA=25+23.12

IE (6") IN S=3468.61

IE (6") OUT NE=3468.61

MH-D4

RIM=3472.39

'C' STA=34+91.44

IE (6") IN NE=3469.10

IE (12") OUT SE=3467.29

MH-C3

RIM=3471.45

'C' STA=24+64.52

IE (6") IN SW=3468.02

IE (12") OUT SE=3467.92

MH-C2

RIM=3471.18

'C' STA=21+79.16

IE (12") IN NW=3465.07

IE (4") IN SE=3466.41

IE (4") IN SW=3468.35

IE (12") OUT SE=3464.97

MH-B1

IE (15") IN NE=3459.87

IE (24") EXIST=3459.7±

MH-C1

RIM=3469.89

'C' STA=21+11.49

'D' STA= 30+00.00

IE (12") IN NW=3464.56

IE (12") IN S=3464.50

IE (12") OUT NE=3464.50

MH-D3

RIM=3470.33

'C' STA=31+74.60

IE (12") IN NW=3465.70

IE (12") OUT E=3465.70

MH-D2

RIM=3470.61

'C' STA=31+02.95

IE (12") IN W=3465.34

IE (12") IN NW=3466.17

IE (12") OUT NE=3465.24

OUTFALL-1

IE (12") =3463.94

'C' STA=20+00.13

OUTLET-EAST

IE (15") OUT=3460.28

'C' STA=10+68.72

(8") PVC

S=38.0%

CB-2

RIM=3471.26

N:1192640.9424

E:1551084.1624

IE (10") OUT=3467.24

CB-1

RIM=3470.00

N:1192709.7229

E:1551186.9689

IE (8") OUT=3465.00

TG=3470.49

EG=3467.6±

EG=3472.3±

EG=3468.5±

EG=3466.5±

M A

T C

I N

H E

STORM CONSTRUCTION NOTES

1. UTILITY INFORMATION PROVIDED BY TD&H ENGINEERING.

CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF

UTILITIES IN ACCORDANCE WITH SPEC SECTION 01 14 00, PRIOR

TO THE BEGINNING OF CONSTRUCTION AND CONTACT THE

CONTRACTING OFFICER AND ENGINEER OF RECORD IF

DISCREPANCIES ARE FOUND.

2. PROVIDE A MINIMUM OF 12" VERTICAL AND HORIZONTAL

SEPARATION BETWEEN ALL EXISTING UTILITIES AND NEW WATER

PIPING. PROVIDE A MINIMUM OF 24" OF VERTICAL SEPARATION

AND A MINIMUM OF 10' OF HORIZONTAL SEPARATION BETWEEN

WATER AND SEWER LINES. IF A MINIMUM SEPARATION CANNOT

BE MET CONTRACTOR SHALL PROVIDE CONCRETE ENCASEMENT.

3. CONTRACTOR SHALL COORDINATE UTILITY SHUTDOWN WITH

CONTRACTING OFFICER 21 DAYS PRIOR TO BEGINNING WORK, IN

ACCORDANCE WITH SPEC SECTION 01 14 00.

4. ADJUST ALL EXISTING SURFACE FEATURES TO FINISHED GRADE.

5. SEE SHEET C002 FOR PIPE ALIGNMENT TABLES.

6. SEE SHEET C104-C105 FOR TESC AND DEMOLITION PLANS.

7. STORM PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM-D-3034.

8. INSTALL ALL NEW UTILITIES IN TRENCH PER DETAIL 6 ON SHEET

C121.

9. SEE SHEETS C114-C116 FOR UTILITY PROFILES.

10.FINISHED GRADE (FG) ELEVATION CALLOUTS ARE TOP OF

PAVEMENT OR GUTTER FLOW LINE ELEVATIONS UNLESS

OTHERWISE NOTED.

TG=3470.49

FG=3469.07

FG=3467.70

(15") PVC

S=0.6% (12") PVC

S=0.5%

(12") PVC

S=0.6%

FG=3472.50

FG=3472.98

FG=3472.50

EG=3471.6±

(12") PVC

S=1.0%

(12") PVC

S=0.5%

(12") PVC

S=0.7%

(12") PVC

S=0.5%

(12") PVC

S=0.5%

(6") PVC

S=1.0%

'D' STA=34+91.44

4.41' RT

'D' STA=34+31.40

4.40' RT

'D' STA=34+17.71

4.40' RT

'D' STA=33+78.68

4.38' RT

'D' STA=33+36.68

4.37' RT

'D' STA=32+80.12

4.36' RT

'D' STA=31+22.05

21.93' RT

'D' STA=31+46.79

46.68' RT

'D' STA=32+48.46

4.35' RT

'D' STA=32+04.40

48.01' RT

'D' STA=30+77.94

3.67' RT

'C' STA=21+95.64

10.37' LT

'C' STA=22+42.06

10.77' LT

'C' STA=22+92.06

10.78' LT

'C' STA=23+42.06

10.79' LT

'C' STA=23+70.49

10.79' LT

'C' STA=23+90.41

10.79' LT

'C' STA=24+45.15

10.80' LT

'C' STA=25+07.39

12.36' LT

'C' STA=25+40.72

GARAGE

OUTFALL-2

IE (12") =3462.00

N:1192565.6983

E:1551493.7570

OUTLET-SWALE

IE (12") =3462.68

N:1192581.1125

E:1551477.7920

(12") PVC

S=3.1%

EG=3470.0±

EG=3470.4±

STORM ALIGNMENT 'C'

SEE PROFILE ON SHEET C116

STORM ALIGNMENT 'B'

SEE PROFILE ON SHEET C115

STORM ALIGNMENT 'D'

SEE PROFILE ON SHEET C116

STORM ALIGNMENT 'C'

SEE PROFILE ON SHEET C116

FG=3470.28

FG=3471.57

FG=3472.50

FG=3472.98

FG=3472.50

FG=3472.50FG=3472.50

FG=3472.98

FG=3472.91

FG=3472.98

FG=3472.91

FG=3472.90

FG=3472.43

EG=3469.0±

(4") PERF

S=1.1%

(4") PERF

S=0.2%

CO-15

N:1192590.9665

E:1551110.7638

IE (4") =3469.00

CO-13

N:1192394.9486

E:1551315.4353

IE (4") =3467.00

(4") PERF

S=0.2%

(4") PERF

S=0.2%

CO-07

N:1192446.7730

E:1551384.7566

IE (4") =3466.55

(OPTION ITEM

BEARCAT GARAGE)

(4") PERF

S=0.2%

(OPTION ITEM

BEARCAT GARAGE)

(4") PERF

S=0.2%

(OPTION ITEM

BEARCAT GARAGE)

(4") PERF

S=0.2%

(4") PERF

S=0.2%

(4") PERF

S=0.2%

CO-03

N:1192594.2698

E:1551112.5349

IE (4") =3469.17

MH-D1

RIM=3469.81

'C' STA=30+42.52

IE (12") IN SW=3464.81

IE (6") IN W=3465.50

IE (12") OUT N=3464.71

EG=3468.7±

TBC=3472.13

CONNECT TO EXISTING STORM PIPE

CONNECT TO EXISTING MANHOLE

STORM MANHOLE

CATCH BASIN

STORMWATER TRASH GRATE

STORMWATER FACILITY OUTLET STRUCTURE

CONNECT TO ROOF DRAIN AT BUILDING DOWNSPOUT WITH

6" PVC, S=1.0% MIN, 24" MIN COVER. CONFIRM LOCATION

WITH ARCH PLANS

MANUFACTURED WYE FITTING

CURB INLET

SLOPE PROTECTION

CLEAN CHECK EXTENDABLE BACKWATER VALVE OR

APPROVED EQUAL.

FOUNDATION DRAIN, SEE STRUCTURAL PLANS

CLEANOUT

(4") PERF

S=0.2%

(OPTION ITEM

BEARCAT GARAGE)

(4") PERF

S=0.2%

CO-06

N:1192469.6411

E:1551365.8062

IE (4") =3468.44

1.5%

FL=3466.92FL=3466.92

1.00%

FG=3472.23

FG=3472.91

FG=3472.98

7.0%

Y P

FG=3467.77

FL=3468.51

FG=3469.08

FL=3470.15

FL=3469.81

FL=3470.10

FG=3472.97

1.41%

1.12%

FL=3469.31

1.12%

1.35%

FL=3468.39

2.05%

FG=3470.21

FG=3470.04

CO-11

N:1192416.3283

E:1551341.8780

IE (4") =3466.93

CO-12

N:1192415.8252

E:1551335.5814

IE (4") =3466.94

CO-17

N:1192417.8799

E:1551351.3203

IE (12") =3466.93

CO-18

N:1192655.9596

E:1551171.7911

IE (4") =3469.00

CO-09

N:1192374.6861

E:1551404.9492

IE (4") =3466.75

(OPTION ITEM

BEARCAT GARAGE)

CO-08

N:1192402.0913

E:1551431.2733

IE (4") =3466.68

(OPTION ITEM

BEARCAT GARAGE)

CO-10

N:1192426.1797

E:1551351.3408

IE (4") =3466.90

CO-19

N:1192505.5107

E:1551199.8498

IE (4") =3468.75

CO-20

N:1192555.9742

E:1551275.8826

IE (4") =3468.71

CO-05

N:1192460.6866

E:1551384.4767

IE (4") =3466.52

TYP.

(12") PVC

S=1.0%

(4") PVC

S=0.6%

(4") PVC

S=0.5%

FG=3472.50

(4") PERF

S=0.2%

(OPTION ITEM

BEARCAT GARAGE)

FF=3471.00

CO-22

N:1192443.1639

E:1551392.8622

IE (6") =3466.36

FG=3467.92

RIM = 3467.321

24 IN. RCP NW; INV= 3460.071

8 IN. IRON NW; INV= 3463.401

24 IN. RCP SW; INV= 3460.041

8 IN. CMP SW; INV= 3463.471

CO-21

N:1192419.1915

E:1551417.5267

IE (6") =3466.02

(6") PVC

S=1.0%

OPTION ITEM EAST PARKING LOT

LIMITS FOR SURFACE GRADING.

(DOES NOT INCLUDE UTILITIES

UNLESS NOTED OTHERWISE)

OPTION ITEM BEARCAT

GARAGE LIMITS

0.61%

0.09%

(OPTION ITEM EAST

PARKING LOT)

(OPTION ITEM EAST

PARKING LOT)

(OPTION ITEM EAST

PARKING LOT)

FG=3470.96

22.8'

6' 6'

FG=3470.24

FG=3470.41

FG=3471.43

2.05% 2.05%

FG=3471.31

EG=3472.2±

EG=3471.8±

4.03%

CONCRETE LID

TOP CONCRETE RISER RING = 3466.37

24 IN. RCP S; INV= 3460.08

24 IN. RCP NW; INV= 3459.93

'C' STA=21+84.61

10.38' LT

TYP.

FG=3472.42

TEE

C o p y r i g h r g e r A

B A

A l l

R i g h t s

R e s e r v e d

L a s t

S a v e d b y

D u s t i n b r i g

O c t l e

F e d e r a l W a y

A B

L D

A D

D D w g s

C d w g

PLAN

NORTH

C O

R P

N G

I N

E E

R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L E

A S

H I N

G T

O N t h

A v e n u e

S o u t h

S u i t e

F e d e r a l

W a y

W a s h i n g t o n

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

F I

B E

1 2 3 4 5

SHEET ID

M A

R K

D E

S C

R I P

T I O

N D

A T

US Army Corps of Engineers ®

SHEET OF21 367

RTA 1/5/18

D M

T G

C-109

-W D

W R

F R

E D

R I C

R O

W N

G R

A D

I N

A G

L A

M A

L M

S T

R O

F B

R E

L S

T A

C T

I C

P O

N S

O R

I L

I tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box R0003 tony.pritchett Text Box tony.pritchett Text Box

ADD EXISTING CONTOUR ELEVATIONS

tony.pritchett Text Box 4/12/2018 tony.pritchett Cloud tony.pritchett Triangle tony.pritchett Text Box tony.pritchett

TYP

E x

4.70%

0.63%

1.93%

FL=3471.24'

FG=3471.92'

FG=3471.95'

FG=3471.82

MATCH EXIST

GRADE

FG=3471.98'

FG=3471.79'

FG=3471.74'

FL=3471.14'

FL=3471.15'

EG=3471.6'±

FL=3470.71'

FL=3470.76'

FL=3470.48'

FG=3471.33'

FG=3471.25'

FG=3471.43'

EG=3470.6'±

FL=3470.53'

TBC=3471.00'

FL=3470.77'

EG=3470.6'±

EG=3470.8'±

FG=3470.99'

FG=3471.02'

FG=3470.94'

FL=3470.72'

FL=3470.33'

TBC=3471.25'

FG=3470.78'

FL=3471.01'

FL=3471.35'

FG=3471.55'

FG=3471.60'

FG=3471.69'

FG=3471.74'

FL=3471.05'

% 5

FL/FG=3470.82'

FL/FG=3470.74'

FL=3470.65'

EG=3470.8'±

FL/FG=3470.51'

FL/FG=3470.43'

FL=3470.24'

FL/FG=3471.30'

FL/FG=3471.25'

FL/FG=3471.09'

FL/FG=3471.04'

TBC=3471.88'

0.96%

FG=3471.63'

1.91%

FL=3470.99'

FL=3470.91'

FG=3472.07'

TBC=3472.00'

FL/FG=3471.22'

FL/FG=3471.28'

FL/FG=3471.47'

FL/FG=3471.53'

FL=3471.54'

1.50%

7.97%

8.01%

FG=3470.98'

FG=3470.43'

FG=3469.97'

EG=3467.3'±

FG=3470.50'

5.0'

FG=3470.88'

EG=3468.0'±

TG=3470.04'

FG=3470.90'

FG=3470.42'

FG=3470.50'

FG=3470.96'

FG=3470.98'

FG=3470.90'

FG=3471.05'FG=3471.05'

FG=3471.12'

FG=3471.42'

FG=3471.54'

FG=3472.87'

FG=3472.91'

FG=3472.98'

FG=3471.80'

FG=3471.69'

FG=3472.91'

TG=3472.50'

FG=3472.95'

FG=3472.98'

FG=3472.91'

FG=3472.98'

FG=3471.27'

1.50%

0.00%

TG=3472.50'

TG=3472.39'

FG=3472.86'

FG=3472.81'

FG=3472.39'

FG=3472.79'

TG=3472.50'

FG=3472.79'

TG=3472.50'

FG=3472.45'

TG=3472.45'

0.00%

FL/FG=3469.69'

1.57% 1.03%

FG=3470.17'

FG=3470.31'

FG=3470.10'

FG=3472.89'

FG=3472.87'

6.63%

FG=3472.98'

TG=3472.50'

FG=3472.98'

TG=3471.00'

TG=3470.49'

FG=3470.59'FG=3470.59'

FL/FG=3469.69'

FG=3470.19'

FG=3470.20'

FL=3469.60'

FL=3469.63'

FG=3470.04'

TG=3470.43'

11.82%

TG=3472.50'

TG=3472.89'

TG=3470.92'

TG=3472.89'

CONCRETE WALL

PER STRUCTURAL

AND LANDSCAPE

FG=3472.94'

FG=3470.95'

FG=3471.13'

FG=3470.71'

FG=3470.98'

FG=3471.06'

FG=3472.98'

2.02%

1.00%

8.20%

FG=3470.90'

1.00%

0.74%

3.7'

3.7'22.6'

FG=3470.96'

FG=3472.98'

FG=3472.90'

1.00%

FG=3470.99'

FG=3471.07'

FG=3471.03'

FG=3470.94'

FG=3472.89'

FG=3470.88'

4.50%

9.7'

6.0'

2.40%

0.00%

FG=3470.18'

FL=3470.54'

FL/FG=3470.54'

FG=3471.13'

FG=3471.05'FG=3471.05'

FL/FG=3470.54'

FG=3471.05'FG=3471.05'

FG=3471.12'

0.00%

2.24%

FG=3471.12'

0.00%

2.29%

0.00%

FL=3470.24'

FL=3470.28'

0.47%

7.49%

EG=3470.5'±

FL=3470.32'

TBC=3471.01'

FL/FG=3470.41'

TBC=3470.69'

FG=3470.98'

2.71%

FL=3470.43'

0.46% 1.20%

TBC=3470.93'

1.53%

1.25%

FG=3470.92'

FG=3470.47'

FL/FG=3470.40'

TBC=3470.85'

0.46%

FG=3468.29'

FG=3467.95'

1.50% 1.51%

1.67%

FL=3467.72'

FL=3468.05'

FL=3467.51'

FL=3468.22'

FL=3468.30'

FL=3468.01'

EG=3466.9'±

EG=3466.6'±

FL=3467.18'

FL=3468.33'

FL=3468.63'

FL=3467.52'

FL=3467.82'

FL=3467.60'

FG=3467.38'

FL=3467.32'

FL=3467.86'

FG=3468.39'

FL=3468.08'

FL=3467.86'

FL=3470.00'

TBC=3470.77'

0.45%

0.46%

TBC=3470.40'

FL/FG=3470.15'

0.45%

1.90%

FG=3470.11'

FG=3470.59'

EG=3470.3'±

TBC=3470.54'

7.98%

FL/FG=3470.04'

EG=3470.0'±

0.45%

C o p y r i g h r g e r A

B A

A l l

R i g h t s

R e s e r v e d

L a s t

S a v e d b y

D u s t i n b r i g

O c t l e

F e d e r a l W a y

A B

L D

A D

D D w g s

C d w g

DETAILED PLAN VIEW

SCALE: 1"=10'

5 DETAILED PLAN VIEW

SCALE: 1"=10'

6 DETAILED PLAN VIEW

SCALE: 1"=10'

7 DETAILED PLAN VIEW

SCALE: 1"=10'

DETAILED PLAN VIEW

SCALE: 1"=10'

DETAILED PLAN VIEW

SCALE: 1"=10'

3DETAILED PLAN VIEW

SCALE: 1"=10'

2 DETAILED PLAN VIEW

SCALE: 1"=10'

DETAILED PLAN VIEW

SCALE: 1"=10'

OPTION ITEM KEY NOTES

BASE BID

OPTION ITEM BEARCAT GARAGE

OPTION ITEM EAST PARKING LOT

OPTION ITEM WEST PARKING LOT

1" = 10' feet

201010 0 scale

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

(TOP)

(TOP) C

R P

N G

I N

E E

R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L E

A S

H I N

G T

O N t h

A v e n u e

S o u t h

S u i t e

F e d e r a l

W a y

W a s h i n g t o n

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

F I

B E

1 2 3 4 5

SHEET ID

M A

R K

D E

S C

R I P

T I O

N D

A T

US Army Corps of Engineers ®

SHEET OF22 367

RTA 1/5/18

D M

T G

C-110

-W D

W R

F R

E D

R I C

R O

W N

E N

L A

R G

D I N

L A

M A

L M

S T

R O

F B

R E

L S

T A

C T

I C

P O

N S

O R

I L

I tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box tony.pritchett Text Box R0003 tony.pritchett Text Box tony.pritchett Text Box

ADD EXISTING CONTOUR ELEVATIONS

tony.pritchett Text Box 4/12/2018 tony.pritchett Cloud tony.pritchett Triangle tony.pritchett Text Box tony.pritchett

TYP

A.6

C.1

C.3

C.4

C.8 D.1

D.5

D.6D.3

2 2

1.6

3.2

A.7

C.7 D

3.5

1.5

C.5

A.8

1.2

3.6

S-202

S-203

S-202

GGB32C

GGB32A

GGB44B GGB32A GGB32A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

GGB32A

GGB32J GGB32A

GGB32A GGB32A GGB32A

GGB32AGGB32AGGB32A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

GGB42A GGB42A GGB42A

GGB42A

G G

B C

G G

B C

GGB44C GGB42A

GGB42A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

GGB32A

G G

B A

G G

B A

G G

B A

G G

B A

GGB32A

GGB32A GGB32A

GGB32A GGB32F

G G

B E

GGB42A GGB42A GGB42A

GGB42A GGB42A GGB42D GGB42D

G G

B B

G G

B C

GGB32C

G G

B B

G G

B A

G G

B A

GGB32AGGB32A

GGB32A GGB32A

GGB32GGGB32A

G G

B A

GGB32AGGB32C

G G

B E

GGB32A GGB32A GGB32A GGB32A

G G

B A

GGB32A

G G

B A

G G

B C

GGB32I

GGB42A

GGB32A

G G

B A

G G

B A

G G

B A

G G

B A

G G

B A

P2 P2

P2 P1 P1

P4P4

P4 P4 P2

P2 P2 P2

P2 P2P2

P1 P1 P1 P1

P2 P2

P1P1 P1 P1

P1 P1 P1 P1

P2 P2

P1 P1

P1P4

P1 P1

P1P4

P1P1

P1 P1

P6 P6

P2P4

P2 P2

4' - 6" 4' - 6"

4' - 4" 10' - 0"

13' - 4 3/4" 9' - 0 1/4"

7' - 5" 8' - 11"

9' - 4" 9' - 4" 19' - 8" 4' - 8" 5' - 0" 9' - 8" 16' - 4" 20' - 0" 9' - 11" 22' - 5" 19' - 10"

3' - 8"

11' - 9" 15' - 4"

9' - 4" 9' - 4" 19' - 8" 4' - 8" 5' - 0" 9' - 8" 16' - 4" 2' - 0" 19' - 1" 24' - 9" 26' - 4" 27' - 8"

4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6"

4' - 6" 4' - 6" 4' - 6" 4' - 6"

6' - 1" 6' - 5"

4' - 6" 4' - 6"

8' - 7"

1' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6"

4' - 6"…

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