STATE OF NEW YORK OFFICE OF GENERAL … 2 E.pdfA. ICEA S-93-639/NEMA WC-74, 5-46KV Shielded Power Cables for Use in the Transmission and Distribution of Electric Energy. B. ANSI/ICEA

Updated 09/18/2014

Printed 10/30/2014 Page 1 of 2 Project No. 42534-E

STATE OF NEW YORK

OFFICE OF GENERAL SERVICES

DESIGN AND CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 2 TO PROJECT NO. 42534-E

ELECTRICAL WORK

UPGRADE ELECTRIC DISTRIBUTION SYSTEM, SITEWIDE

GREAT MEADOW CORRECTIONAL FACILITY

ROUTE 22

COMSTOCK, NY 12821

October 29, 2014

NOTE: This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.

Acknowledge receipt of this Addendum in the space provided on the Bid Form.

SPECIFICATION GROUP

1. SECTION 260513 PRIMARY WIRING - 15KV NOMINAL: Discard the Section bound in the

Project Manual and substitute the accompanying Section (pages 260513 – 1 thru 260513 – 9)

noted “Revised 10/27/2014”.

2. SECTION 261320 HIGH VOLTAGE SWITCH AND FUSE ASSEMBLY - PAD MOUNTED:

a. Page 261320 – 2, Change Subparagraph 2.02, A, 13 to read as follows:

“13. Steel compartmented base spacer to match enclosure, of height required to

provide adequate space for cable terminations, required on all pad-mounted

switches.”

b. Page 261320 – 3, Paragraph 2.02, A, Add the following Subparagraph:

“18. Provide all pad-locks required for pad-mounted switch.”

3. SECTION 262413 SWITCHBOARDS: Discard the Section bound in the Project Manual and

substitute the accompanying Section (pages 262413 – 1 thru 262413 – 7) noted “Revised

10/27/2014”.

4. SECTION 262416 PANELBOARDS: Discard the Section bound in the Project Manual and

substitute the accompanying Section (pages 262416 – 1 thru 262416 – 6) noted “Revised

10/27/2014”.

5. SECTION 262813 FUSES: Discard the Section bound in the Project Manual and substitute the

accompanying Section (pages 262813 – 1 thru 262813 – 2) noted “Revised 10/27/2014”.

ADDENDUM NO. 2 TO PROJECT NO. 42534-E October 27, 2014

Created 05/19/2009

Edited and/or Printed 10/30/2014 Page 2 of 2 Project No. 42534-E

6. SECTION 323113 CHAIN LINK FENCE AND GATES:

a. Page 323113 – 3, Article 2.06, Add the following Paragraph:

“D. Padlocks: Provide padlocks for all fence latches; Yale/Scovill PD400 Series

with hardened steel triple plated shackle and two No. 47 keys with each

padlock.”

DRAWINGS

7. Addendum Drawing:

a. Drawing No. SK-HVS, dated “10/27/14” accompanies this Addendum and forms part of

the Contract Documents.

8. Revised Drawings:

a. Drawing Nos. E-115, E-302, E-307, E-308, E-309, E-310, E-311, E-312, E-313, E-314,

E-315, E-316, E-401B, E-504, E-513, E-514 and E-602, noted “10/27/14 ADDENDUM

NO. 2” accompany this Addendum and supersede the same numbered originally issued

drawings.

9. Drawing Nos. E-401B, E-402B, E-403B, E-404B, E-405B, E-407B, E-408B, E-409B, E-412B,

E-413B, E-415B, E-418B, E-419B, E-420B, E-421B, E-422B, E-425B, E-431B, and E-433B:

a. Drawing Notes: (Pad Detail): Add Note 8 to each drawing as follows:

“8. Pad details shown for schematic purposes only. Coordinate equipment

penetration locations with approved submittal layouts from the manufacturer.”

10. Drawing No. E-604:

a. Transformer Schedule: Change Transformer T-15A Secondary Voltage “120/208V, 3,

4W” to “240V, 3, 3W”.

b. Transformer Secondary Feeders schedule: Change second (duplicate) “S-024”

designation to “S-025”.

11. Drawing No. E-606:

a. Panelboard MDP-15 Schedule:

1) Circuit 7-9-11: Change the following for the circuit:

Conduit Size to “1½ inch”, Phase & Neutral Size to “#2”, EGC Size to “#8”,

Load Description to “BLSG 920 MAIN”, C.B. Poles to “3”, C.B. Trip to “100”.

2) Circuit 13-15-17: Change the following for the circuit:

Conduit Size to “1½ inch”, Phase & Neutral Size to “#2”, EGC Size to “#8”,

Load Description to “BLSG 921 MAIN”, C.B. Poles to “3”, C.B. Trip to “100”.

END OF ADDENDUM

Margaret F. Larkin

Executive Director

Design and Construction

Revised 10/27/2014

260513 - 1 Project No. 42534-E

SECTION 260513

PRIMARY WIRING - 15KV NOMINAL PART 1 GENERAL 1.01 REFERENCE STANDARDS

A. ICEA S-93-639/NEMA WC-74, 5-46KV Shielded Power Cables for Use in the Transmission and Distribution of Electric Energy.

B. ANSI/ICEA S-97-682 Standard for Utility Shielded Power Cables Rated 5

through 46 kV.

C. AEIC CS8-07 Specification for Extruded Dielectric, Shielded Power Cables Rated 5 through 46 kV.

D. UL 1072 Medium-Voltage Power Cables. E. IEEE 1202 Standard for Flame Testing of Cables for Use in Cable Tray in

Industrial and Commercial Occupancies.

F. IEEE 48 Standard Test Procedures and Requirements for Alternating-Current Cable Terminations.

G. IEEE 404-2012 - Standard for Extruded and Laminated Dielectric Shielded Cable

Joints.

H. IEEE 386-2006 - Standard for Separable Insulated Connector Systems for Power Distribution Systems Above 600 V.

1.02 SUBMITTALS

A. Waiver of Submittals: The “Waiver of Certain Submittal Requirements” in Section 013300 does not apply to this Section.

B. Submittals Package: Submit the data specified below for preliminary approval

all at the same time as a package. After preliminary approval, submit the data and samples specified below for final approval all at the same time as a package. 1. Assemble submittal package in chronological order as indicated in the

specifications sections and subsections; e.g., (260513-1.02C through 260513-2.06 ACCESSORIES

2. No cable shall be installed until final approval. Any cable installed without final approval will be at the contractors own risk.

C. Submit the following for preliminary approval:

1. Indicate Specification Section and Subsection at the top of each Catalog Sheet, Specifications and Installation Instructions.

Revised 10/27/2014

260513 - 2 Project No. 42534-E

2. Complete manufacturer’s construction details and specifications for the cables, including physical and electrical characteristics of insulation, shields and jackets.

3. Overall dimension and ampacity of cable. 4. Manufacturers’ published product data sheets that indicate compliance

with the aforementioned Reference Standards. 5. Splicing and termination data, including the following:

a. Bill of Materials. 1) Indicate specification section and subsection next to each

item listed on the Bill of Materials; e.g., (260513-1.02, C, 4, f Drawings of splicings).

b. Method of connecting conductors. c. Details of cable preparation. d. Method of applying materials (including quantities and

recommended tools). e. Precautionary measures. f. Drawings showing method of splicing, complete with

dimensions. g. Written statement from cable manufacturer that the specific

splices and terminations submitted are acceptable. h. Written statement from splice/termination manufacturer that the

specific splices and terminations submitted are suitable for the proposed application.

6. Furnish cable manufacturer’s certified copies of the AEIC qualification test for the cable being proposed.

D. Final Approval: After preliminary approval, submit the following for final

approval: 1. Cable manufacturer’s certified test data from tests performed on the

completed cable. 2. Samples of splicing and termination materials if requested (complete kits

will be returned and, if approved, may be used in the Work). Include: a. Full roll of all tapes in original box or container, with the date of

manufacture indicated thereon. b. Other materials in sufficient quantity to construct a complete

splice and labeled for identification. c. Entire factory packaged kit if splice or termination is of the kit

type. 3. Written statement from cable manufacturer indicating recommended

pulling compounds. 4. Resume of each cable splicer’s experience. Include:

a. Details of type of high voltage splicing and terminations performed.

b. Types of cables which were spliced. c. Job locations. d. Number of years performing splices and terminations. Minimum

5 years required. e. Certificate of training from the splice/termination manufacturer. f. National Cable Splicing Certification Board certification. The

cable splicer/terminator must have a certification from the

Revised 10/27/2014

260513 - 3 Project No. 42534-E

National Cable Splicing Certification Board (NCSCB) in the field of splicing and terminating shielded medium voltage (5 kV to 35 kV) power cable using pre-manufactured kits (pre-molded, heat-shrink, cold shrink).

5. Catalog sheets, specifications and installation instructions for all products.

6. Company Field Advisor Data: a. Name, business address and telephone number of Company Field

Advisor secured for the required services. b. Certified statement from the Company, listing the qualifications

of the Company Field Advisor. c. Services and each product for which authorization is given by

the Company, listed specifically for this project.

E. Contract Closeout Submittals: 1. Test Report: (Test Record-Power Cable Proof Test) form (BDC-362). 2. Certificates:

a. Affidavit, signed by the cable manufacturer’s Company Field Advisor and notarized, certifying that the cable has been installed in accordance with the manufacturer’s recommendations and is operating properly.

b. Affidavit, signed by the splice and termination manufacturer’s Company Field Advisor and notarized, certifying that the splices and terminations were constructed in accordance with the manufacturer’s recommendations and are operating properly.

1.03 QUALITY ASSURANCE

A. If brand names other than those specified are proposed for use, furnish the AEIC core and thermo-mechanical qualification test reports. Include a list of 5 Completed Installations indicating name of facility contact person with phone number, voltage, size and length of EPR cable installed.

B. Company Field Advisor: Secure the services of the cable manufacturer’s

Company Field Advisor for a minimum of 16 working hours for the following: 1. Render advice regarding method of installing cable. 2. Inspection of equipment for installing cable. 3. Witness 15 percent of cable pulling. 4. Witness construction of at least one splice and one termination by each

cable splicer who will be doing the actual cable splicing. a. If the splices or terminations are other than the cable

manufacturer’s, secure the services of the splice and termination manufacturer’s Company Field Advisor to concurrently witness construction of the splices and terminations and also certify with an affidavit that the splices and terminations were constructed in accordance with the splice and termination manufacturer’s recommendations.

5. Witness high voltage after installation test.

Revised 10/27/2014

260513 - 4 Project No. 42534-E

6. Certify with an affidavit that the aforementioned particulars are satisfactory and the cable is installed in accordance with cable manufacturer’s recommendations.

C. Testing Company: Secure the services of a qualified InterNational Electrical

Testing Association (NETA) accredited independent testing company to perform specified field quality assurance testing, for a high voltage after installation test: Test Record-Power Cable Proof Test form BDC-362).

1.04 DELIVERY, STORAGE AND HANDLING

A. Cable Delivery: 1. No insulated cable over one year old when delivered to the site will be

acceptable. 2. Keep ends of cables sealed at all times, except when making splices or

terminations. Use heat shrinkable plastic end caps with sealant as produced by Raychem Corp., or Thomas & Betts Corp. (Elastimold), or other methods approved by cable manufacturer.

3. Include the following data durably marked on each reel: a. Facility name and address. b. Contractor’s name. c. Project title and number. d. Date of manufacture. e. Cable size and voltage rating. f. Manufacturer’s name. g. Linear feet of cable. h. Location where cable is to be installed (Example: Between

manholes Nos.________ and ________).

B. Cable Storage: Store where cable will be at optimum workability temperature recommended by cable manufacturer.

1.05 MAINTENANCE

A. Special Tools: Furnish one set of special tools for the assembly of premolded splices (if used). Store them at the Site where directed.

PART 2 PRODUCTS 2.01 CABLES

A. Scope: 15 kV, 133% insulation level, single conductor cable, UL listed Type

MV-105 for general applications installed indoors or outdoors in duct, conduit, tray, aerially and direct burial. Cable shall be manufactured and tested in accordance with the ICEA, AEIC, and UL standards listed in Section 1.01 of this specification.

Revised 10/27/2014

260513 - 5 Project No. 42534-E

B. Conductors: The conductor shall be annealed bare or coated copper, Class B, compressed or compact stranding in accordance with ASTM B8, B496. The insulation shall be free-stripping from the conductor.

C. Conductor Shield: Extruded semi-conducting thermosetting compound with

thickness and properties in accordance with ICEA S-97-682. D. Insulation: Ethylene Propylene rubber (EPR), 105C, colored to contrast with the

shield layers. The nominal insulation thickness shall be 220 mils. Physical and electrical properties of the insulation shall be in accordance with ICEA S-97-682 for Class III insulation.

E. Insulation Shield: Extruded thermoset semi-conducting polymeric layer, free

stripping from the insulation. It shall be in intimate contact with the outer surface of the insulation and shall be free-stripping, leaving no conducting particles or other residue on the insulation surface. The layer shall be legibly identified as being semi-conducting. The thickness and properties of the layer shall be in accordance with ICEA S-97-682.

F. Metallic Shield: 5 mil annealed copper tape shield with a nominal 25% overlap.

The tape shall meet the requirements of ICEA S-97-682. G. Jacket: Polyvinyl Chloride (PVC), Thermoset Chlorinated Polyethylene (CPE),

or Thermoplastic CPE overlaying jacket with physical properties and thicknesses in accordance with the requirements of UL 1072 and ICEA S-93-639,

H. Cable shall be UL listed Type MV-105, marked “SUN RES FOR CT USE” I. Approved Manufacturers: General Cable (Spec 6355) or equivalent by Okonite

Co., Prysmian Power Cables and Systems, or Southwire.

2.02 TERMINATIONS

A. Materials: All materials required for a complete termination shall be an engineered kit from one manufacturer, designed specifically for the type of cable and conductor to be terminated.

B. Ampere Rating: Not less than ampere rating of cable.

C. Voltage Rating: Not less than voltage rating of cable.

D. Manufacturer: Furnish terminations by one of the manufacturers listed below, if

acceptable to the cable manufacturer. 1. IEEE 48 Class 1 outdoor Terminations:

a. Elastimold’s series PCT-1, 16THG, or 35MTG; G & W Electric Co.’s Easy-On II Terminator or Slip-On Terminator; 3M Cold-Shrink QT-III Terminations; or Raychem Corp.’s Heat-Shrinkable HVT. Or when required Capnut type pothead as manufactured by G & W Electric Co. Provide all sealing and grounding materials as recommended by the manufacturer.

Revised 10/27/2014

260513 - 6 Project No. 42534-E

Equip terminations with or without skirts as recommended by manufacturer.

2. IEEE 48 Class 3 indoor Terminations: a. Elastimold’s series PCT-1, 35MSC or 35MTGI; G & W Electric

Co.’s Easy-On II Terminator or Slip-On Terminator; 3M Cold-Shrink QT-III Terminations; or Raychem Corp.’s Heat-Shrinkable HVT. Provide all grounding materials as recommended by the manufacturer. Equip terminations with or without skirts as recommended by manufacturer.

2.03 SPLICES

A. Materials: All materials required for a complete splice shall be an engineered kit from one manufacturer, designed specifically for the type of cable and conductor to be spliced.

B. Ampere Rating: Not less than ampere rating of cable.

C. Voltage Rating: Not less than voltage rating of cable.

D. Splices Installed in Vaults, Manholes (any wet locations): Waterproof and

submersible. E. Manufacturer: Furnish splices by one of the manufacturer’s listed below, if

acceptable to the cable manufacturer. Provide all sealing and grounding materials. 1. Elastimold’s series PCJ; G&W Electric Co.’s Universal Splicing System;

3M’s Cold Shrink Splice Kits; or Raychem Corp.’s Heat-Shrinkable HVS.

2.04 DEAD FRONT EQUIPMENT CONNECTIONS

A. 200A Loadbreak: Elastimold’s series 165LR or 166LR; Cooper Power LE215. All with test points when required.

B. 200A Dead break: Elastimold’s sereis 156LR; Cooper Power DE225. All with

test points when required. C. 600A Dead break: Elastimold’s series K655LR, Raychem Corp’s ELB-15 series,

or Cooper Power BOL-T class. All with test Point when required. 2.05 CABLE DEAD ENDS (FULL VOLTAGE)

A. For Solid Dielectric Cable: 1. Elastimold’s Premolded Splice with Dead-End Plug, or Raychem Corp.’s

Live End Seals HVES.

Revised 10/27/2014

260513 - 7 Project No. 42534-E

2.06 ACCESSORIES

A. Pulling Compounds: As recommended by cable manufacturer. 1. Polywater “A”, “G”, “J” or “WJ” lubricants, Plymouth/Bishop No. 45

Cable Pulling Lubricant, Aqua-Gel II (Ideal Industries, Inc.) or Aqua-Gel CW (Ideal Industries, Inc.).

B. Arc Proofing Tapes:

1. Arc Proofing Tape: Mac Products Inc’s AP30-30 or AP, 3M’s 77, Plymouth Rubber Co.’s Plymouth Bishop 53 Plyarc, or Quelcor Inc.’s Quelpyre.

2. Glass Cloth Tape: Mac Products Inc.’s TAPGLA 5066, 3M’s 69, or Plymouth Rubber Co.’s Plymouth Bishop 77 Plyglas.

3. Glass-Fiber Cord: Mac Products Inc.’s MAC 0527, or Quelcor Inc.’s QTC-250.

C. Tags: Precision engrave letters and numbers with uniform margins, character

size minimum 3/16 inches high. 1. Phenolic: Two color laminated engraver’s stock, 1/16 inch minimum

thickness, machine engraved to expose inner core color (white). 2. Aluminum: Standard aluminum alloy plate stock, minimum .032 inches

thick, engraved areas enamel filled or background enameled with natural aluminum engraved characters.

PART 3 EXECUTION 3.01 INSTALLATION

A. Cables: 1. Install cables in conduit after conduit system is completed. 2. Keep ends of cables sealed watertight at all times, except when making

splices or terminations. 3. No grease, oil, lubricant other than approved pulling compound may be

used to facilitate the pulling-in of cables. 4. Use pulling eye attached to conductor(s) for pulling-in cables. Cable

grip will not be allowed. Seal pulling eye attachment watertight. 5. Pull all cables with a dynamometer or strain gage incorporated into the

pulling equipment. Do not pull cables unless the Director’s Representative is present to observe readings on the dynamometer or strain gage during the time of actual pulling. Do not exceed 1590 pounds total strain on #2 AWG size cable for a 3 conductor pull (3 single conductor cables) and 5050 pounds total strain on #4/0 size cable for a 3 conductor pull (3 single conductor cables).

B. Terminations and Splices:

1. General: Splice and terminate cable in accordance with manufacturer’s approved installation instructions, employing specific tools recommended by the manufacturer.

2. Use IEEE 48 Class 1 terminations to terminate cable in wet locations.

Revised 10/27/2014

260513 - 8 Project No. 42534-E

3. Use IEEE 48 Class 1 terminations to terminate cable inside of outdoor equipment which is not equipped with space heaters (pad mounted switches, pad mounted transformers, etc). Class 1 or Class 3 terminations may be used to terminate cable inside of outdoor switchgear cubicles which are equipped with space heaters (metal-clad switchgear, metal-enclosed interrupter switchgear, etc.).

4. Use IEEE 48 Class 1 or Class 3 Terminations to terminate cable in dry locations.

5. Ground shield at splices and terminations. 6. Incorporate approved method to prevent moisture from entering splices

through grounding conductor.

C. Arc Proofing: Arc proof feeders installed in a common pullbox or manhole as follows: 1. Arc proof new feeders. 2. Arc proof existing feeders that are spliced to new feeders. 3. Arc proof each feeder as a unit with half-lapped layer of 55 mils thick arc

proofing tape, random wrapped or laced with glass cloth tape or glass-fiber cord. For arc proofing tape less than 55 mils thick add layers to equivalent of 55 mils thick arc proofing tape.

D. Identification of Feeders: Identify feeders in manholes, pullboxes and in

equipment to which they connect: 1. Install tags on each insulated conductor indicating phase leg. Attach tags

with non-ferrous metal wire. Install phase leg tags under arc proofing tapes.

2. Install tags on each feeder indicating feeder number, date installed (month, year), type of cable, voltage rating, size, and manufacturer. Attach tags to feeders with non-ferrous metal wire or brass chain. Install tags so that they are easily read without moving adjacent feeders or require removal of arc proofing tapes.

E. Phase Relationship: Connect feeders to maintain phase relationship through

system. Phase legs of feeders shall match bus arrangements in equipment to which the feeders are connected.

3.02 FIELD QUALITY CONTROL

A. High Voltage After Installation Test: (Test Record-Power Cable Proof Test ) form (BDC-362). 1. Have the cable installation tested by the testing company. 2. Perform test after cable has been installed complete with all splicing,

bonding, etc., and prior to placing cable into service. 3. Perform test with potential and duration specified by the State after

approval of manufacturer’s certified test data. Follow test procedure summarized on Test Record-Power Cable Proof Test form BDC-362 and applicable test methods in ICEA and AEIC Specifications. Do not make tests until test voltages and duration have been specified in writing by the State.

Revised 10/27/2014

260513 - 9 Project No. 42534-E

4. List results of the tests on form BDC-362 supplied by the Director’s Representative.

5. Perform test in the presence of the Director’s Representative and the Company Field Advisor.

6. Test is not required for transformer vault cables. 7. All separable connector interfaces must be plugged with appropriate

mating product during proof testing. Consult with manufacturer’s field representative for instruction.

3.03 CABLE SCHEDULE

A. Use the following for primary wiring: 1. Cable as outlined in Section 2.01 of this specification.

B. For primary ground use XHHW-2 or THWN-2 insulated cable rated 600 volts.

END OF SECTION

Revised 10/27/2014

262413 - 1 Project No. 42534-E

SECTION 262413

SWITCHBOARDS PART 1 GENERAL 1.01 REFERENCES A. NEMA, and UL 891. 1.02 DEFINITIONS

A. ITIC (Information Technology Industry Council) Curve: Describes how much or how little voltage IT equipment can sustain without damage and over what length of time.

1.03 SUBMITTALS A. Waiver of Submittals: The "Waiver of Certain Submittal Requirements" in

Section 013300 does not apply to this Section. B. Submittals Package: Submit the shop drawings, product data, and quality control

submittals specified below at the same time as a package. C. Shop Drawings; include the following for each switchboard: 1. Front and plan view with overall dimensions. 2. Details showing type of construction and available conduit space. 3. Voltage rating, and continuous current rating of the through bus and

distribution sections. 4. Short-circuit current rating. Fully rated equipment rating is required. 5. Enumeration of each circuit breaker including frame size, ATE, number

of poles, and interrupting capacity. a. Indicate circuit breakers are suitable for the switchboards’ fully

rated equipment rating. Series rated combinations will not be considered.

6. Wiring and schematic diagrams. 7. A coordinated selective scheme between the main device and feeder

devices so that under fault conditions the feeder device clears the fault while the main device remains closed. Submit time current characteristic curves for each overcurrent protective device contained within the switchboard on a single log-log graph.

8. A statement for each switchboard indicating if it will, or will not, bear a UL label. If a section cannot bear a UL label, state the specific reasons why it is not qualified to bear the UL label.

9. Cable terminal sizes. 10. Power and Energy Meter. D. Product Data: 1. Catalog sheets, specifications and installation instructions.

Revised 10/27/2014

262413 - 2 Project No. 42534-E

a. For devices equipped with ground fault protection, include information sheets describing system testing instructions and test form which comply with UL 891 requirements.

2. Bill of materials. 3. Name, address and telephone number of nearest fully equipped service

organization. E. Quality Control Submittals: 1. Company Field Advisor Data: Include: a. Name, business address and telephone number of Company

Field Advisor secured for the required services. b. Certified statement from the Company listing the qualifications

of the Company Field Advisor. c. Services and each product for which authorization is given by

the Company listed specifically for this project. F. Contract Closeout Submittals: 1. System acceptance test report. 2. Certificate: Affidavit, signed by the Company Field Advisor and

notarized, certifying that the system meets the contract requirements and is operating properly.

3. Operation and Maintenance Data: Deliver 2 copies, covering the installed products, to the Director's Representative.

1.04 QUALITY ASSURANCE A. Equipment Qualifications For Products Other Than Those Specified: 1. At the time of submission provide written notice to the Director of the

intent to propose an “or equal” for products other than those specified. Make the “or equal” submission in a timely manner to allow the Director sufficient time to review the proposed product, perform inspections and witness test demonstrations.

2. If products other than those specified are proposed for use furnish the name, address, and telephone numbers of at least 5 comparable installations that can prove the proposed products have performed satisfactorily for 3 years. Certify in writing that the owners of the 5 comparable installations will allow inspection of their installation by the Director's Representative and the Company Field Advisor.

a. Make arrangements with the owners of 2 installations (selected by the Director) for inspection of the installations by the Director's Representative. Also obtain the services of the Company Field Advisor for the proposed products to be present. Notify the Director a minimum of 3 weeks prior to the availability of the installations for the inspection, and provide at least one alternative date for each inspection.

b. Only references from the actual owner or owner’s representative (e.g., Maintenance Supervisor, etc.) will be accepted. References from dealers, system installers or others, who are not the actual owners of the proposed products, are not acceptable.

Revised 10/27/2014

262413 - 3 Project No. 42534-E

1) Verify the accuracy of all references submitted prior to submission and certify in writing that the accuracy of the information has been confirmed.

3. The product manufacturer shall have test facilities available that can demonstrate that the proposed products meet the contract requirements.

a. Make arrangements with the test facility for the Director's Representative to witness test demonstrations. Also obtain the services of the Company Field Advisor for the proposed product to be present at the test facility. Notify the Director a minimum of 3 weeks prior to the availability of the test facility, and provide at least one alternative date for the testing.

4. Provide written certification from the manufacturer that the proposed products are compatible for use with all other equipment proposed for use for this system and meet all contract requirements.

B. Company Field Advisor: Secure the services of a Company Field Advisor for a

minimum of 8 working hours for the following: 1. Render advice regarding switchboard installation, and final adjustment of

the switchboard devices. 2. Witness final system test and then certify with an affidavit that the

switchboard is installed in accordance with the contract documents and is operating properly.

3. Train facility personnel on the operation and maintenance of the switchboard devices (minimum of two 1 hour sessions).

4. Explain available service programs to facility supervisory personnel for their consideration.

C. Service Availability: A fully equipped service organization shall be available to

service the completed Work. 1.05 DELIVERY, STORAGE AND HANDLING A. Protection: Provide supplemental heating devices, such as incandescent lamps or

low wattage heaters within the enclosure or under a protective cover to control dampness. Maintain this protection from the time equipment is delivered to the site until it is energized.

PART 2 PRODUCTS 2.01 SWITCHBOARD

A. The listing of specific manufacturers does not imply acceptance of their products that do not meet the specified ratings, features and functions. Manufacturers listed are not relieved from meeting these specifications in their entirety.

B. Eaton Corp.'s Pow-R-Line C, Square D Co.'s QED-2, General Electric Co.'s

Spectra Line, Siemens Sentron Series, having: 1. Ratings as indicated on drawings. 2. UL label "SUITABLE FOR USE AS SERVICE EQUIPMENT". 3. Front accessibility.

Revised 10/27/2014

262413 - 4 Project No. 42534-E

4. Sections flush at rear (rear alignment). 5. Main device: Stationary circuit breaker (see circuit breaker paragraph). 6. Fully rated copper bus bars. a. Ampere rating of through bus not less than frame size of main

device. 7. Full length copper ground bus. 8. Full capacity copper neutral bus. 9. Sections that are designated "space" or "provision for future breaker"

equipped with all accessories required to accept a future circuit breaker. 10. Space heaters with thermostatic control. 11. Circuit Breakers: a. Mounting: Group mounted, or individually mounted as

necessary to accommodate the circuit breaker style and switchboard construction.

b. Style: Molded case, or power circuit breakers, as required to accommodate the circuit breaker components.

c. Trip Device: Programmable solid state. d. Interrupting Capacity: Equal to, or greater than, the short circuit

rating required for the switchboard. e. Component Description: See switchboard schedule for specific

components required for each circuit breaker. In addition to the specific components, equip each circuit breaker with additional components as required to achieve a coordinated selective scheme between the main device and the feeder devices.

2.02 SURGE PROTECTIVE DEVICES A. General: Where indicated on the drawings, the switchboards shall be provided

with factory installed directly to bus, internal modular Surge Protective Device (SPD) equipment having: 1. ANSI/UL 1449 3rd Edition compliant – Listed Category C, Type 2 with

protected modes for 3 phase, 4 wire Wye configured system: L-G, L-N, L-L and N-G.

2. Rating (ANSI / IEEE C62.41 location Category C): The minimum surge current capacity the device is capable of withstanding shall be 250 kA per phase, 125 kA per mode minimum.

2.03 MICROPROCESSOR BASED MULTIFUNCTION POWER AND ENERGY

METERS A. Where indicated on the drawings, provide a factory installed Panel Mounted

Power and Energy Meter on switchboards with main bus bars rated 2500 amperes or above with the following parameters: 1. Same manufacturer as the switchboard. 2. Single piece design: Transducer with graphic display module. 3. 120 VAC control power. 4. True RMS voltage and current measurement. 5. Metered parameters:

a. Instantaneous, average, minimum, and maximum: Phase current, neutral current, ground current, line voltage, phase voltage, frequency, power factor per phase and three phase total, real

Revised 10/27/2014

262413 - 5 Project No. 42534-E

power per phase and total, reactive power per phase and total, apparent power per phase and total.

b. Real energy per phase and total, reactive energy per phase and total, apparent energy per phase and total.

c. Phasors. d. User configured sliding window for real, reactive and apparent

power peak demand with date and time stamp. e. Phase voltage percent total harmonic distortion. f. Phase current percent total harmonic distortion.

6. Accuracy: a. Energy, and demand power: 0.2% in accordance with ANSI

C12.20. 7. Instrument current transformers shall be factory wired to shorting blocks

or other approved method to prevent open-circuiting the current transformers. The meter shall also be user programmable for current to any CT ratio.

8. Capable of metering up to 600 volts without external potential transformers. The meter shall also be user programmable for voltage range to any PT ratio.

9. Embedded web server that includes real time circuit information in both numeric and graphical visual formats.

10. Communications: Ethernet TCP/IP, 10/100 Base T, RJ-45 connection. 11. The meter shall have a real-time clock with the added capability to

synchronize with a network time server to maintain time accuracy. 12. Out of limit event triggers and logging. 13. Sampling Rate: The meter shall provide sampling at a minimum of 512

samples per cycle per channel. 14. The embedded web server shall provide a graphic plot of specific events

against an ITIC curve. 15. Sag, swell and waveform recording: Recorded at 512 samples per cycle,

contain pre and post event data, and shall include the ability to zoom and to scroll horizontally. The meter shall store waveform data on the meter ftp server in COMTRADE format and be accessible via a web browser.

16. Historical Trending: Historical trend logging for graphical viewing from an embedded WEB server and the graphic display module. The graphical views of historical data shall support both pan and zoom functions.

17. Memory: 10 MB minimum. 18. The meter shall have I/O expandability provisions through an optional card

slot on the back.

B. Where indicated on the drawings, provide a factory installed Panel Mounted Power and Energy Meter on switchboards with main bus bars rated below 2500 amperes with the following parameters: 1. Same manufacturer as the switchboard. 2. LCD or LED display. 3. 120 VAC control power. 4. True RMS voltage and current measurement. 5. Metered parameters:

a. Instantaneous, minimum, and maximum: Phase current, neutral current, line voltage, phase voltage, frequency, power factor per

Revised 10/27/2014

262413 - 6 Project No. 42534-E

phase and three phase total, real power per phase and total, reactive power per phase and total, apparent power per phase and total.

b. Total real energy, reactive energy, apparent energy. c. User configured sliding window for real, reactive and apparent

power peak demand with date and time stamp. d. Phase voltage percent total harmonic distortion. e. Phase current percent total harmonic distortion.



or other approved method to prevent open-circuiting the current transformers under energized conditions. The meter shall also be user programmable for current to any CT ratio.




synchronize with a network time server to maintain time accuracy. 12. Out of limit event triggers and logging. 13. Historical Trending: Historical trend logging for graphical viewing from

an embedded WEB server. The graphical views of historical data shall support both pan and zoom functions.

14. The meter shall have I/O expandability provisions through an optional card slot on the back.

PART 3 EXECUTION 3.01 INSTALLATION A. Install switchboards in accordance with NEMA Publication No. PB2.1

"Instructions for Proper Handling, Installation, Operation and Maintenance of Deadfront Distribution Switchboards".

1. Set and program the switchboard devices in accordance with the approved coordinated selective scheme.

B. Install foundation channels for anchoring and leveling of each switchboard. C. Identification: 1. Install on the front of each circuit breaker, a phenolic nameplate

indicating load served by circuit breaker. 2. Stencil on front of each switchboard with white paint in 1/2 inch lettering

"SB-1, etc." corresponding to switchboard designations on the drawings, and electrical parameters (phase, wire, voltage).

Revised 10/27/2014

262413 - 7 Project No. 42534-E

3.02 FIELD QUALITY CONTROL A. Preliminary System Test: 1. Preparation: Have the Company Field Advisor adjust the completed

switchboard devices and then operate them long enough to assure that they are performing properly.

2. Run a preliminary test for the purpose of: a. Determining whether the switchboard is in a suitable condition

to conduct an acceptance test. b. Checking instruments and equipment. c. Training facility personnel. B. System Acceptance Test: 1. Preparation: Notify the Director's Representative at least 3 working days

prior to the test so arrangements can be made prior to the test to have a Facility Representative witness the test.

2. Make the following tests: a. Test devices which have ground fault protection in accordance

with the approved information sheets and test form. b. Test programmable solid state trip devices in accordance with

the manufacturer's recommendations. 3. Supply all equipment necessary for system adjustment and testing. 4. Submit written report of test results signed by the Company Field

Advisor and the Director's Representative. Mount a copy of the final report in a plexiglass enclosed frame assembly in a conspicuous location on the switchboard.

END OF SECTION

Revised 10/27/2014

262416 - 1 Project No. 42534-E

SECTION 262416

PANELBOARDS PART 1 GENERAL 1.01 REFERENCES A. The latest edition of: NEMA PB-1, UL-50, UL-67, ANSI C37.81. 1.02 SUBMITTALS A. Waiver of Submittals: The “Waiver of Certain Submittal Requirements” in Section

013300 does not apply to this Section. B. Submittal Packages: Submit the shop drawings, product data, and the quality

control submittals specified below at the same time as a package. C. Shop Drawings; include the following for each panelboard: 1. Cabinet and gutter size. 2. Voltage and current rating. 3. Panelboard short circuit rating: Fully rated equipment is required. 4. Circuit breaker enumeration (frame, ATE, poles, I.C.). a. Indicate circuit breakers are suitable for the panelboards’ fully

rated equipment rating. Series rated combinations will not be considered.

5. When indicated on the drawings, a coordinated selective scheme between the main circuit breaker and branch/feeder circuit breakers so that under fault conditions the branch/feeder circuit breaker clears the fault while the main circuit breaker remains closed.

6. Submit time current characteristic curves for each overcurrent protective device contained within each panelboard on a single log-log graph.

7. Cable terminal sizes 8. Power and Energy Meter. 9. Locks.

10. Accessories. D. Product Data: 1. Catalog sheets, specifications and installation instructions. 2. Bill of materials. E. Quality Control Submittals: 1. List of Completed Installations: If brand names other than those specified

are proposed for use, furnish the name, address, and telephone number of at least 5 comparable installations that can prove the proposed products have operated satisfactorily for one year.

2. Company Field Advisor Data: Include: a. Name, business address and telephone number of Company Field

Advisor secured for the required services.

Revised 10/27/2014

262416 - 2 Project No. 42534-E

b. Certified statement from the Company listing the qualifications of the Company Field Advisor.

c. Services and each product for which authorization is given by the Company listed specifically for this project.

F. Contract Closeout Submittals: 1. System acceptance test report. 2. Certificate: Affidavit, signed by the Company Field Advisor and

notarized, certifying that the system meets the contract requirements and is operating properly.

3. Operation and Maintenance Data: Deliver 2 copies, covering the installed products, to the Director’s Representative.

PART 2 PRODUCTS 2.01 PANELBOARDS

A. The listing of specific manufacturers does not imply acceptance of their products that do not meet the specified ratings, features and functions. Manufacturers listed are not relieved from meeting these specifications in their entirety.

B. As produced by Cutler-Hammer/Eaton Corp. with LT Trim (Eaton EZ Trim shall

not be considered), General Electric Co., Siemens or Square D Co., having: 1. Flush or surface type cabinets as indicated on the drawings.

2. Increased gutter space for gutter taps, sub-feed wiring, through-feed wiring, oversize lugs.

3. SUITABLE FOR USE AS SERVICE EQUIPMENT where used as service equipment.

4. Door and one piece trim. Door fastened to trim with butt or piano hinges. Trim fastened to cabinet with devices having provision for trim adjustment.

5. Yale No. 511S locks with brass cylinder rosette, blind fastened from inside of door. 2 No. 47 keys with each lock (Exception: Not more than 7 keys, total).

6. Solid copper bus bars. Ampere rating of bus bars not less than frame size of main circuit breaker.

7. Ratings as indicated on the drawings. 8. Full capacity copper neutral bus where neutrals are required.. 9. Copper equipment grounding bus. 10. Sections designated “space” or “provision for future breaker” equipped to

accept future circuit breakers. 11. Lock on devices for exit light, fire alarm, stair well circuits. 12. Provisions for padlocking circuit breaker handle in OFF position where

indicated. 13. Directory. 14. Short circuit rating not less than indicated on panelboard schedule. Furnish

fully rated equipment (the short circuit rating of the panelboard is equal to the lowest interrupting rating of any device installed in the panelboard).

15. Thermal magnetic, molded case, bolt-on circuit breakers: a. Mounting: Individually mounted main circuit breaker (when

Revised 10/27/2014

262416 - 3 Project No. 42534-E

MCB is required), and group mounted branch/feeder circuit breakers to accommodate the circuit breaker style and panelboard construction.

b. Components: See panelboard schedule for specific components required for each circuit breaker. In addition to the specific components, equip each circuit breaker with additional components as required to achieve a coordinated selective scheme between the main circuit breaker and the branch/feeder circuit breakers.

c. Single pole 15 ATE and 20 ATE circuit breakers marked SWD where used as switches.

d. Single pole and two pole 15, 20, and 30 ATE circuit breakers rated for high intensity discharge lighting loads when applicable.

2.02 SURGE PROTECTIVE DEVICES A. General: Where indicated on the drawings, the panelboards shall be provided

with factory installed directly to bus, internal modular Surge Protective Device (SPD) equipment having: 1. ANSI/UL 1449 3rd Edition compliant – Listed Category C, Type 2 with

protected modes for 208/120 volt, 3 phase, 4 wire Wye configured system: L-G, L-N, L-L and N-G.

2. Rating (ANSI / IEEE C62.41 location Category C): The minimum surge current capacity the device is capable of withstanding shall be 250 kA per phase, 125 kA per mode minimum.

2.03 MICROPROCESSOR BASED MULTIFUNCTION POWER AND ENERGY

METERS

A. Where indicated on the drawings, provide a factory installed Panel Mounted Power and Energy Meter on panelboards with main bus bars rated 800 amperes and above with the following parameters: 1. Same manufacturer as the panelboard. 2. LCD or LED display. 3. 120 VAC control power. 3. True RMS voltage and current measurement. 4. Metered parameters:

a. Instantaneous, minimum, and maximum: Phase current, neutral current, line voltage, phase voltage, frequency, power factor per phase and three phase total, real power per phase and total, reactive power per phase and total, apparent power per phase and total.

b. Total real energy, reactive energy, apparent energy. c. User configured sliding window for real, reactive and apparent

power peak demand with date and time stamp. d. Phase voltage percent total harmonic distortion. e. Phase current percent total harmonic distortion.

5. Accuracy:

Revised 10/27/2014

262416 - 4 Project No. 42534-E

a. Energy, and demand power: 0.2% in accordance with ANSI C12.20.

6. Instrument current transformers shall be factory wired to shorting blocks or other approved method to prevent open-circuiting the current transformers under energized conditions. The meter shall also be user programmable for current to any CT ratio.




synchronize with a network time server to maintain time accuracy. 11. Out of limit event triggers and logging. 12. Historical Trending: Historical trend logging for graphical viewing from an

embedded WEB server. The graphical views of historical data shall support both pan and zoom functions.

13. The meter shall have I/O expandability provisions through an optional card slot on the back.

B. Where indicated on the drawings, provide a factory installed Panel Mounted

Power and Energy Meter on panelboards with main bus bars rated below 800 amperes with the following parameters: 1. Same manufacturer as the panelboard. DIN rail mounted. 2. LCD or LED display. 3. 120 VAC control power. 4. True RMS voltage and current measurement. 5. Metered parameters: Phase current, line voltage, phase voltage,

frequency, power factor per phase and three phase total, real power per phase and total, reactive power per phase and total, apparent power per phase and total, total real energy, total reactive energy, total apparent energy, user configured sliding window for real, reactive and apparent power peak demand.



or other approved method to prevent open-circuiting the current transformers under energized conditions. The meter shall also be user programmable for current to any CT ratio.


9. Communications: Modbus RTU. 2.04 NAMEPLATES

Revised 10/27/2014

262416 - 5 Project No. 42534-E

A. General: Precision engrave letters and numbers with uniform margins, character

size minimum 3/16 inch high. 1. Phenolic: Two color laminated engravers stock, 1/16 inch minimum

thickness, machine engraved to expose inner core color (white). 2. Aluminum: Standard aluminum alloy plate stock, minimum .032 inches

thick, engraved areas enamel filled or background enameled with natural aluminum engraved characters.

3. Materials for Outdoor Applications: As recommended by nameplate manufacturer to suit environmental conditions.

PART 3 EXECUTION 3.01 INSTALLATION A. Install panelboards in accordance with NEMA Publication No. PB1.1 “General

Instructions for Proper Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less”.

B. Flush Cabinets: Set flush cabinets so that edges will be flush with the finished wall

line. Where space will not permit flush type cabinets to be set entirely in the wall, set cabinet as nearly flush as possible, and cover the protruding sides with the trim extending over the exposed sides of the cabinet and back to the finished wall line.

C. Directory: Indicate on typewritten directory the equipment controlled by each

circuit breaker, and size of feeder servicing panelboard. For power panelboards also include ATE rating and feeder size for each breaker.

D. Remove the neutral to ground main/system bonding jumper unless the panelboard

is used for a service entrance or if the panel if fed by a separately derived system. Turn the bonding jumper over to the Director’s Representative.

E. Identification: 1. Use nameplates, or stencil on front of each panelboard with white paint,

“LP-1, PP-1, etc.” in 1/2 inch lettering corresponding to panelboard designations on the drawings, and electrical parameters (phase, wire, voltage).

2. Install a nameplate on each panelboard that explains the means of identifying each ungrounded system conductor by phase and system. Examples of nameplate statements:

a. Identification of 120/240 Volt Circuit Conductors: 2 wire circuit - white*, black. 3 wire circuit - white*, black, red. 4 wire circuit - white*, black, red, blue. *White is used only as neutral. Where neutral is not required, black, red,

or black, red, blue is used for phase to phase circuits. b. Identification of 277/480 Volt Circuit Conductors:

Revised 10/27/2014

262416 - 6 Project No. 42534-E

2 wire circuit - natural gray**, brown. 3 wire circuit - natural gray**, brown, yellow. 4 wire circuit - natural gray**, brown, yellow, orange. **Natural gray is used only as neutral. Where neutral is not required,

brown, yellow, or brown, yellow, orange is used for phase to phase circuits.

END OF SECTION

Revised 10/27/2014

262813 - 1 Project No. 42534-E

SECTION 262813

FUSES PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Catalog sheets, specifications and installation instructions. 1.02 MAINTENANCE A. Spare Parts: 1. Six spare fuses of each size and category, including any accessories

required for a complete installation. 2. Special tools if required for installation or removal of fuses. PART 2 PRODUCTS 2.01 FUSEHOLDERS A. Equipment provided shall be furnished with fuseholders to accommodate the

fuses specified. 2.02 FUSES RATED 600V OR LESS A. Fuses for Safety Switches (Motor, Lighting and Heating Circuits) and Service

Disconnects: 1. Cartridge Type (250 Volts, 600 Amperes or Less): Dual element time-

delay, UL Class RK-1, 200,000 amperes R.M.S. symmetrical interrupting capacity:

a. Mersen Inc.’s Type A2D-R. b. Cooper Industries Inc.'s/Bussman Div. Type LPN-RK-SP. c. Littlefuse Inc.'s Type LLNRK. 2. Cartridge Type (600 Volts, 600 Amperes or Less): Dual element time-

delay, UL Class RK-1, 200,000 amperes R.M.S. symmetrical interrupting capacity:

a. Mersen Inc.’s Type A6D-R. b. Cooper Industries Inc.'s/Bussmann Div. Type LPS-RK-SPI. c. Littlefuse Inc.'s Type LLSRK-ID. 3. Cartridge Type (600 Volts or Less - Above 600 Amperes): Current

limiting, UL Class L, 200,000 amperes R.M.S. symmetrical interrupting capacity:

a. Mersen Inc.’s Type A4BQ. b. Cooper Industries Inc.'s/Bussmann Div. Type KRP-C. c. Littlefuse Inc.'s Type KLPC.

Revised 10/27/2014

262813 - 2 Project No. 42534-E

2.03 FUSES RATED OVER 600V A. Fuses for Pad Mounted High Voltage Switch and Fuse Assembly: Mersen 9F60

or 9F62, or S & C Electric Co.'s Type SML. B. Fuses for Primary Cutouts: 1. Cutouts Rated 14.4KV: EEI-NEMA standard Type K (fast) distribution

fuse links: As manufactured by Cooper Bussmann or S & C Electric Co. PART 3 EXECUTION 3.01 INSTALLATION A. Install fuses in respective equipment.

END OF SECTION

Governor

Commissioner

SINGLE LINE DIAGRAM - NEW WORK

BLDG NO. XX - XX -

GRAPHIC SCALE

SCALE: 1" = 30'

UNIT OF MEASURE: FEET

30 0 30 6015

Governor

Commissioner

DDFH

DDFH

DDFH

AJH

ELECTRICAL DISTRIBUTION

SITE PLAN - AREA 7

E-115

MATCHLINE H-H SEE DRAWING E-113 FOR CONTINUATION MATCHLINE I-I SEE DRAWING E-114 FOR CONTINUATION

NOTES:

1. FOR CONTINUATION OF WORK INSIDE BUILDINGS,

MANHOLES, AND ELECTRICAL EQUIPMENT YARDS, SEE

E-4 SERIES DRAWINGS.

2. SEE DETAIL 9 ON DRAWING E-502 FOR UNDERGROUND

CONDUITS ENTERING EXISTING BUILDING.

KEYPLAN

SCALE: 1" = 500'

10-27-14 Addendum No. 21

1

1

140

145

150

155

160

165

170

175

140

145

150

155

160

165

170

175

E10+00 E10+50 E11+00 E11+50 E12+00

ST

A. E

10

+0

6.3

8

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

10

+2

2.9

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

10

+0

0.0

0

ST

A. E

11

+4

8.0

3

HORIZONTAL SCALE: 1"= 30'

VERTICAL SCALE: 1" = 10'

4-WAY (2X2) 4" ELEC. DB. FROM

PMH-3 TO PMH-4

E-5

NOTES:

1. SEE DRAWINGS E-109 AND E-110 FOR UTILITY SITE PLAN AND DRAWINGS E-101 AND E-102 FOR STATIONING PLAN.

2. PROFILE IS BASED ON CENTERLINE OF 4-WAY (2X2) 4" ELECTRICAL DUCTBANK. INVERT INFORMATION PROVIDED IS

BASED ON THE BOTTOM OF THE DUCTBANK.

3. BACKFILL WITH FLOWABLE FILL WHERE LESS THAN 1' CLEARANCE BETWEEN UTILITIES (MINIMUM SEPARATION

BETWEEN UTILITIES SHALL BE 6 INCHES). FLOWABLE FILL CONCRETE CONSISTING OF A MIXTURE OF FLY ASH,

CEMENT AND WATER, CERTIFIED BY MANUFACTURERS, IN ACCORDANCE WITH OFFICE OF GENERAL SERVICES

STANDARDS SPECIFICATION 310000.

E-302

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

145

150

155

160

165

170

175

180

145

150

155

160

165

170

175

180

E13+00 E13+50 E14+00 E14+50 E15+00 E15+50 E16+00 E16+50E16+53

ST

A. E

15

+3

4.7

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

7

0'

ST

A. 1

5+

54

.9

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

7

0'

ST

A. E

15

+4

6.2

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

7

0'

ST

A. 1

5+

66

.4

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

7

0'

ST

A. E

13

+0

0.0

0

ST

A. E

15

+7

7.6

3




PMH-4 TO PMH-5

E-6

NOTES:

1. SEE DRAWING E-110 FOR UTILITY SITE PLAN AND DRAWING E-102 FOR STATIONING PLAN.







E-302

EX

. L

IG

HT

IN

G C

ON

D

IN

V.=

UN

KN

OW

N

EX

. L

IG

HT

IN

G C

ON

D

IN

V.=

UN

KN

OW

N

145

150

155

160

165

170

175

180

185

145

150

155

160

165

170

175

180

185

E17+00 E17+50 E18+00 E18+50 E19+00 E19+50 E20+00 E20+50




HVS-121 TO PMH-5

E-7

NOTES:








E-302

ST

A. E

17

+0

0.0

0

ST

A. E

19

+7

7.6

2



4-WAY (2X2)/6-WAY (3X2) 4" ELEC. DB.

FROM PMH-2 TO BUILDING 141

E-3A

NOTES:


2. PROFILE IS BASED ON CENTERLINE OF 4-WAY (2X2) AND 6-WAY (3X2) 4" ELECTRICAL DUCTBANKS. INVERT

INFORMATION PROVIDED IS BASED ON THE BOTTOM OF THE DUCTBANK.





E-302

INV.=164.00

INV.=163.99

INV.=168.58

INV.=164.92

INV.=173.04

INV.=170.22

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-3

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-4

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

HVS

121

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-5

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-5

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-4

EX

. 1

2" S

D

INV.=166.12±

EX

. S

D

INV.=166.96±

EX. GRADE

EX. GRADE

EX. GRADE

EX

. S

IG

NA

L

INV.=165.70±

TOP ELEV.=166.61

RIM ELEV.=168.61

BOT ELEV.=158.61 BOT ELEV.=158.57

RIM ELEV.=168.57

TOP ELEV.=166.57

TOP ELEV.=172.16

RIM ELEV.=174.16

BOT ELEV.=164.16

BOT ELEV.=158.57

RIM ELEV.=168.57

TOP ELEV.=166.57

TOP ELEV.=172.16

RIM ELEV.=174.16

BOT ELEV.=164.16

135

140

145

150

155

160

165

170

175

135

140

145

150

155

160

165

170

175

E120+00 E120+50 E121+00 E121+50 E122+00

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-2

BUILDING 141

EX. GRADE

BOT ELEV.=156.23

RIM ELEV.=166.23

TOP ELEV.=164.23

EX

. 1

0" S

AN

IT

AR

Y

INV.=161.19±

EX

. E

LE

C. D

B

INV.=160.35±

EX

. S

IG

NA

L D

B

INV.=160.14±

INV.=157.72

INV.=161.55

HVS-HB

T-HB

ST

A. E

12

0+

09

.0

0

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

8

0'

ST

A. E

12

0+

76

.7

6

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

8

0'

ST

A. 1

20

+1

9.6

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

0+

44

.9

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

20

+2

7.0

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

0+

52

.2

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

0+

00

.0

0

ST

A. E

12

1+

43

.0

1

Governor

Commissioner

GRAPHIC SCALE


10 20

VERTICAL SCALE: 1" = 10'-0"

603001530

HORIZONTAL SCALE: 1" = 30'-0"


0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-302


1

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E54+00 E54+50 E55+00 E55+50 E56+00 E56+50 E56+84

ST

A. 5

6+

11

.4

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

55

+0

3.0

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. 5

6+

24

.7

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

55

+1

5.8

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'




PMH-17 TO PMH-16

E-23

NOTES:








E-307




PMH-17 TO PMH-18

E-24

NOTES:








E-307

ST

A. E

54

+0

0.0

0

ST

A. E

56

+3

4.1

5




T-13/14 TO BUILDING 13

E-25

NOTES:








E-307




HVS-15/22 TO PMH-18

E-26

NOTES:








E-307

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E61+00 E61+50 E62+00

ST

A. E

61

+0

0.0

0

ST

A. E

61

+5

3.5

1

INV.=196.18

EX

. S

D

IN

V.=

UN

KN

OW

N

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-17

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-16

EX. GRADE

BOT ELEV.=192.20BOT ELEV.=192.30

RIM ELEV.=202.20

RIM ELEV.=202.30

TOP ELEV.=200.30

TOP ELEV.=200.20

INV.=198.18

INV.=195.20

EX

. 8

" S

D

INV.=197.11±

EX

. 6

" S

D

INV.=197.25±

EX

. 6

" S

D

INV.=198.95±

EX

. U

TIL

IT

Y T

UN

NE

L

IN

V.=

UN

KN

OW

N

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E57+00 E57+50 E58+00 E58+50 E59+00

ST

A. E

57

+5

5.9

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

58

+1

8.9

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

00

'

ST

A. 5

8+

03

.0

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

57

+8

7.9

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. 5

8+

12

.0

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

57

+9

6.4

8

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

57

+0

0.0

0

ST

A. E

58

+2

8.1

7

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-17

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-18

EX

. 1

0" S

D

INV.=186.70±

EX

. 4

" S

D

INV.=195.92±

EX

. U

TIL

IT

Y T

UN

NE

L

IN

V.=

UN

KN

OW

N

EX. GRADE

INV.=198.31

INV.=190.99

RIM ELEV.=202.20

RIM ELEV.=200.08

TOP ELEV.=198.08

TOP ELEV.=200.20

BOT ELEV.=192.20

BOT ELEV.=190.08

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-18

INV.=196.18

HVS-15/22

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E59+00 E59+50 E60+00

T-13/14

MESS HALL

BUILDING 13

EX. GRADE

INV.=195.58

INV.=195.58

ST

A. E

59

+0

6.6

1

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

4

00

'

ST

A. E

59

+4

3.9

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

59

+0

0.0

0

ST

A. E

59

+6

7.4

1

BOT ELEV.=190.08

TOP ELEV.=198.08

RIM ELEV.=200.08

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-307

1


1




BUILDING 15 TO BUILDING 22

E-27

NOTES:








E-308




PMH-19 TO PMH-18

E-28

NOTES:


2. PROFILE IS BASED ON CENTERLINE OF 6WAY (3X2) 4" ELECTRICAL DUCTBANK. INVERT INFORMATION PROVIDED IS






E-308




PMH-19 TO SWITCH HVS-09/12

E-29

NOTES:








E-308



8-WAY (4X2)/4-WAY (2X2) 4" ELEC. DB. FROM

TRANSFORMER T-12 TO BUILDING 12

E-29A

NOTES:








E-308

165

170

175

180

185

190

195

200

205

165

170

175

180

185

190

195

200

205

E64+00 E64+50 E65+00 E65+50 E66+00 E66+50 E67+00

ST

A. E

64

+5

3.8

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

65

+4

2.8

1

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

65

+1

0.8

8

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

66

+3

6.5

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

00

'

ST

A. 6

5+

17

.2

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

65

+9

9.5

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. 6

5+

35

.3

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

66

+1

1.8

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

64

+0

0.0

0

ST

A. E

66

+5

5.6

3

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E66+00 E66+50 E66+75

ST

A. E

66

+0

5.6

0

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

66

+1

2.0

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

66

+0

0.0

0

ST

A. E

66

+3

2.0

8

175

180

185

190

195

200

205

210

215

175

180

185

190

195

200

205

210

215

E62+00 E62+50 E63+00 E63+50 E63+75

ST

A. 6

2+

57

.4

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

62

+4

8.5

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

62

+0

4.6

2

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

62

+4

6.3

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

63

+0

6.9

3

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

62

+2

4.4

8

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

62

+7

3.2

8

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

63

+1

5.7

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. 6

2+

64

.5

5

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

62

+5

4.5

8

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

62

+0

0.0

0

ST

A. E

63

+2

0.2

8

VOCATIONAL SHOP

BUILDING

VOCATIONAL SHOP

BUILDING

T-15

T-22

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-19

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-18

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-19

HVS-09/12

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E67+00 E67+50 E68+00 E68+30

ST

A. E

67

+2

0.5

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 6

7+

29

.1

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 6

7+

40

.4

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

67

+4

9.1

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

67

+2

6.5

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 6

7+

35

.0

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 6

7+

46

.4

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

67

+5

5.0

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

67

+0

0.0

0

ST

A. E

67

+8

8.1

3

MAINTENANCE SHOP

BUILDING

T-12

ST

A. E

67

+2

7.0

8 =

ST

A. E

68

+0

0.0

0

8-WAY 4-WAY

SEE PROFILE E-29B ON

E-309 FOR CONTINUATION

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

EX

. 6

" S

D

INV.=193.28±

EX

. 8

" S

D

INV.=188.58±

EX

. 8

" W

AT

ER

INV.=196.73±

EX

. 1

2" S

TE

AM

INV.=198.09±

EX

. S

AN

IT

AR

Y

INV.=189.69±

EX

. S

AN

IT

AR

Y

INV.=189.41±

INV.=198.81

INV.=197.96

INV.=187.74

INV.=196.13

RIM ELEV.=193.00

TOP ELEV.=191.01

BOT ELEV.=183.01

BOT ELEV.=190.08

RIM ELEV.=200.08

TOP ELEV.=198.08

EX

. T

EL

E. D

B.

INV.=193.10±

EX

. 8

" S

D

INV.=183.90±

EX

. 8

" S

D

INV.=185.28±

EX

. 1

2" S

D

INV.=181.57±

EX. GRADE

INV.=187.86 INV.=187.09

RIM ELEV.=193.00

TOP ELEV.=191.00

BOT ELEV.=183.00

EX

. 6

" W

AT

ER

INV.=185.73±

EX

. S

IG

NA

L D

B.

INV.=187.00±

EX

. E

LE

C. D

B.

INV.=184.16±

INV.=185.58

INV.=185.58

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-308

1


1

1

1




STA E68+00.00/E67+27.08 TO BUILDING 9

E-29B

NOTES:








E-309




PMH-21 TO PMH-19

E-30

NOTES:








E-309

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E69+00 E69+50 E70+00 E70+50 E71+00 E71+50 E72+00

ST

A. E

69

+4

7.6

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

70

+2

9.1

6

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

70

+3

3.4

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

70

+4

0.8

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

69

+0

0.0

0

ST

A. E

71

+0

9.0

7

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E71+00 E71+50 E72+00 E72+50

ST

A. E

71

+0

0.0

0

ST

A. E

71

+6

7.2

8




SWITCH HVS-19/922 TO PMH-21

E-31

NOTES:








E-309

INV.=186.59

INV.=183.56

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E73+00 E73+50 E74+00 E74+50 E75+00 E75+50

ST

A. E

73

+3

0.3

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

73

+7

2.5

8

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

74

+8

4.5

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

73

+5

2.6

5

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

73

+9

4.7

1

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

75

+0

8.0

5

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. 7

3+

57

.0

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. 7

3+

66

.2

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. E

73

+0

0.0

0

ST

A. E

75

+1

1.9

3





E-31A

NOTES:








E-309

INV.=185.58

INV.=181.93

EX

. 2

4" S

D

INV.=177.18±

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E68+00 E68+50 E69+00

ST

A. E

68

+0

0.0

0

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

68

+4

7.1

2

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. 6

8+

06

.8

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 6

8+

36

.4

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

68

+4

2.2

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 6

8+

11

.0

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 6

8+

39

.6

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

68

+4

5.4

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

68

+0

0.0

0

ST

A. E

68

+5

4.6

2

SCHOOL

BUILDING

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-21

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-19

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-21

HVS-19/922

T-19

GYMNASIUM &

BARBER SHOP

ST

A. E

68

+0

0.0

0 =

ST

A. E

67

+2

7.0

8

8-WAY 4-WAY

SEE PROFILE

E-29A ON

E-308 FOR

CONTINUATION

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

INV.=183.58

EX

. 6

S

AN

INV.=179.83±

EX

. 1

0" S

D

IN

V.=

17

7.2

8

EX

. E

LE

C.

INV.=184.10±

EX

. T

EL

E.

INV.=184.15±

EX

. 6

" W

AT

ER

INV.=184.83±

EX

. 6

" W

AT

ER

INV.=185.73±

EX

. E

LE

C.

INV.=184.16±

EX

. E

LE

C.

INV.=187.00±

INV.=184.22

INV.=189.07

EX

. 6

" S

D

INV.=184.41±

EX

. 1

8" S

D

INV.=178.13±

EX

. 8

" S

AN

INV.=185.16±

BOT ELEV.=183.00

BOT ELEV.=178.18

RIM ELEV.=188.18

RIM ELEV.=193.00

TOP ELEV.=191.00

TOP ELEV.=186.18

TOP ELEV.=186.18

RIM ELEV.=188.18

BOT ELEV.=178.18

EX

. W

AT

ER

INV.=181.03±

EX

. (2

)-6

" S

AN

INV.=174.79±

6-W

AY

(3

x2

)

EL

EC

D

B.

INV.=179.58±

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-309


11

1

1

1




BUILDING 922 TO TRANSFORMER T-922/924

E-31B

NOTES:








E-310




PMH-21 TO PMH-22

E-32

NOTES:

1. SEE DRAWING E-111 & E-113 FOR UTILITY SITE PLAN AND DRAWING E-103 & E-105 FOR STATIONING PLAN.







E-310

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E76+00 E76+50 E77+00 E77+50 E78+00 E78+50

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E78+00 E78+50 E79+00 E79+50 E80+00 E80+25

ST

A. E

77

+0

4.8

7

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

5

0'

ST

A. E

76

+0

0.0

0

ST

A. E

77

+9

3.0

0

ST

A. E

77

+8

3.5

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

5

0'

ST

A. E

79

+3

6.3

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

79

+5

2.0

9

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

78

+0

0.0

0

ST

A. E

79

+5

6.2

9




PMH-22 TO PMH-23

E-33

NOTES:








E-310

EX

. 2

4" S

D

INV.=175.34±

EX

. 6

" S

D

INV.=178.94±

ST

A. 7

6+

33

.2

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

76

+5

8.3

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 7

6+

38

.0

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

76

+6

3.4

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

INV.=179.58

INV.=179.64

INV.=182.04

INV.=181.41

RIM ELEV.=188.18

TOP ELEV.=186.18

BOT ELEV.=178.18

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-22

RIM ELEV.=185.33

TOP ELEV.=183.33

BOT ELEV.=175.33

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-22

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-23




PMH-23 TO SWITCH HVS-06

E-34

NOTES:








E-310

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E80+00 E80+50 E81+00 E81+50 E82+00E82+13

ST

A. E

80

+5

7.5

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

81

+5

1.7

9

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

80

+9

4.1

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. 8

1+

04

.0

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

80

+9

8.9

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. 8

1+

10

.0

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

80

+0

0.0

0

ST

A. E

81

+5

2.6

4

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-23

BOT ELEV.=174.41

BOT ELEV.=174.41

BOT ELEV.=175.33

TOP ELEV.=183.33

TOP ELEV.=182.41

RIM ELEV.=184.41

RIM ELEV.=185.33

RIM ELEV.=184.41

TOP ELEV.=182.41

INV.=180.35

INV.=180.08

INV.=181.41

INV.=179.77

EX

. E

LE

C D

B

IN

V.=

UN

KN

OW

N

EX

. S

IG

NA

L D

B

IN

V.=

UN

KN

OW

N

EX

. 1

8" S

D

INV.=180.82±

EX

. 8

" S

D

INV.=178.49±

EX

. 1

0" S

D

INV.=175.71±

EX

. 1

2" S

D

INV.=174.68±

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E75+00 E75+50 E76+00 E76+50

ST

A. E

75

+0

0.0

0

ST

A. E

75

+9

3.7

5

T-922/924

HVS-06

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

GUARD TOWER

NO.7

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-21

4-W

AY

(2

x2

)

EL

EC

D

B.

INV.=182.95±

EX

. W

AT

ER

INV.=181.55±

EX

. W

AT

ER

INV.=178.57±

EX

. E

LE

C.

INV.=178.50±

EX

. E

LE

C.

INV.=178.50±

EX

. W

AT

ER

INV.=176.00±

EX

. 8

" W

AT

ER

INV.=179.29±

INV.=187.47

INV.=195.02

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-310


1

1

1

1

1





E-34A

NOTES:








E-311




SWITCH HVS-938 TO PMH-24

E-35

NOTES:








E-311




BUILDING 938 TO TRANSFORMER T-938

E-35A

NOTES:








E-311




PMH-24 TO PMH-25

E-36

NOTES:

1. SEE DRAWING E-111 AND E-312 FOR UTILITY SITE PLAN AND DRAWING E-103 AND E-104 FOR STATIONING PLAN.







E-311

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E83+00 E83+50 E84+00 E84+50 E85+00 E85+39

ST

A. E

83

+9

6.4

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

84

+2

4.7

9

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

83

+0

0.0

0

ST

A. E

84

+8

6.5

6

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E85+00 E85+50 E85+76

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

EX

. 8

" S

D

INV.=174.16±

EX

. S

D

IN

V.=

UN

KN

OW

N

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E86+00 E86+50 E87+00 E87+50 E87+69

ST

A. E

86

+6

3.6

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

86

+7

6.5

0

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

86

+5

4.5

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 8

6+

66

.6

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 8

7+

03

.6

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

87

+1

1.4

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

86

+6

2.6

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 8

6+

77

.4

5

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 8

7+

09

.6

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

87

+1

5.4

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

86

+0

0.0

0

ST

A. E

87

+1

8.6

8

INV.=177.87

INV.=178.89

ST

A. E

85

+0

1.1

7

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

85

+1

4.7

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

85

+0

0.0

0

ST

A. E

85

+3

3.1

2

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E82+00 E82+50 E83+00 E83+50

ST

A. E

82

+8

9.7

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

'

ST

A. E

82

+9

8.9

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

'

ST

A. E

82

+0

0.0

0

ST

A. E

83

+0

3.1

8

T-07

LAUNDRY &

STATE SHOP

HVS-938

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-24

MENTAL HEALTH

TREATMENT CENTER

T-938

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-24

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-25

EX

. E

LE

C D

UC

T

IN

V.=

UN

KN

OW

N

EX

. 1

0" S

D

INV.=169.45±

EX

. 8

" W

AT

ER

INV.=179.00±

EX

. S

AN

IT

AR

Y

INV.=177.71±

EX

. 2

-6

" S

AN

INV.=176.29±

EX

. 6

" S

D

INV.=175.58±

INV.=179.50

INV.=179.50

EX

. 1

2" S

D

INV.=173.34±

BOT ELEV.=172.82

RIM ELEV.=182.83

TOP ELEV.=180.83

EX

. 2

-2

" E

LE

C. C

ON

D.

INV.=178.53±

EX

. 8

" S

D

INV.=174.78±

INV.=178.72

INV.=179.28

BOT ELEV.=172.83

BOT ELEV.=173.35

RIM ELEV.=182.83

RIM ELEV.=183.35

TOP ELEV.=181.35

TOP ELEV.=180.83

RECEIVING PIT

LAUNCHING PIT

INV.=178.90

INV.=170.84

INV.=173.73

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-311


1

1

1

1

1

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E88+00 E88+50 E89+00

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E91+00 E91+50 E92+00 E92+50 E93+00 E93+50 E94+00




BUILDING 901 TO STA. E88+55.49/E86+76.50

E-36A

NOTES:








E-312





E-37

NOTES:








E-312




PMH-25 TO PMH-26

E-38

NOTES:








E-312




PMH-26 TO PMH-27

E-39

NOTES:








E-312

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E88+00 E88+50 E89+00

ST

A. E

88

+3

2.5

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 8

8+

39

.6

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 8

8+

48

.3

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

88

+5

5.4

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

88

+3

6.1

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 8

8+

43

.2

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 8

8+

51

.9

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

88

+5

8.8

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

88

+0

0.0

0

ST

A. E

88

+6

3.2

5

ST

A. E

91

+7

8.4

4

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

00

'

ST

A. E

92

+7

6.0

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

92

+7

2.3

2

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

00

'

ST

A. E

93

+0

1.6

0

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. 9

1+

14

.8

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

91

+2

3.0

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

92

+5

1.2

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

2+

58

.8

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

3+

13

.4

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

93

+2

2.2

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

1+

20

.9

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

91

+2

9.1

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

92

+5

6.6

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

2+

64

.2

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

3+

19

.7

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

93

+2

8.0

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

91

+0

0.0

0

ST

A. E

93

+4

5.8

3

ST

A. E

88

+0

0.0

0

ST

A. E

88

+5

5.4

9

CENTRAL

CORRIDOR #2

T-01

HVS-01

ST

A. E

88

+5

5.4

9 =

ST

A. E

86

+7

6.5

0

4-WAY 8-WAY

SEE PROFILE

E-36 ON

E-311 FOR

CONTINUATION

EX. GRADE

EX. GRADE

EX. GRADE

CELL BLOCK A

CELL BLOCK E

T-02/17

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E89+00 E89+50 E90+00 E90+50 E91+00

ST

A. E

89

+0

0.0

0

ST

A. E

90

+3

9.0

2

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-25

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-26

CELL BLOCK A

SEE ELECTRICAL

DRAWINGS FOR

CONTINUATION

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-26

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-27

EX

. 1

0" S

D

INV.=169.29±

EX

. E

LE

C.

INV.=178.48±

EX

. S

AN

IT

AR

Y

INV.=174.91±

EX

. 8

" W

AT

ER

INV.=178.33±

EX

. 1

2" S

D

INV.=175.95±

EX

. 1

2" S

AN

INV.=172.11±

BOT ELEV.=173.35

BOT ELEV.=174.00

RIM ELEV.=183.35

RIM ELEV.=184.00

TOP ELEV.=181.35

TOP ELEV.=182.00

INV.=179.39

INV.=180.08

INV.=177.57INV.=181.69

EX

. 6

" W

AT

ER

INV.=180.00±

EX

. 1

2" S

AN

INV.=172.16±

EX

. S

D

IN

V.=

17

7.4

5

EX

. 8

" S

AN

INV.=168.94±

EX

. W

AT

ER

INV.=179.50±

EX

. 8

" S

D

INV.=175.05±

EX

. 1

2" S

D

INV.=171.17±

EX

. 1

0" S

D

INV.=175.60±

EX

. E

LE

C. D

B

INV.=179.67±

EX

. S

IG

NA

L D

B

INV.=179.67±

BOT ELEV.=174.00

BOT ELEV.=175.65

RIM ELEV.=185.65

RIM ELEV.=184.00

TOP ELEV.=182.00

TOP ELEV.=183.65

EX

. U

TIL

IT

Y T

UN

NE

L

INV.=178.97±

INV.=178.51

INV.=179.41

INV.=170.83

INV.=178.75

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-312


1

1

1

1

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E95+00 E95+50 E96+00 E96+25





E-40

NOTES:








E-313




PMH-27 TO PMH-13

E-41

NOTES:








E-313




PMH-17 TO PMH-29

E-42

NOTES:


2. PROFILE IS BASED ON CENTERLINE OF 10-WAY (5X2) 4" ELECTRICAL DUCTBANK. INVERT INFORMATION PROVIDED IS BASED ON THE

BOTTOM OF THE DUCTBANK.

3. BACKFILL WITH FLOWABLE FILL WHERE LESS THAN 1' CLEARANCE BETWEEN UTILITIES (MINIMUM SEPARATION BETWEEN UTILITIES

SHALL BE 6 INCHES). FLOWABLE FILL CONCRETE CONSISTING OF A MIXTURE OF FLY ASH, CEMENT AND WATER, CERTIFIED BY

MANUFACTURERS, IN ACCORDANCE WITH OFFICE OF GENERAL SERVICES STANDARDS SPECIFICATION 310000.

E-313




PMH-29 TO EX. PMH-7B

E-43

NOTES:


2. PROFILE IS BASED ON CENTERLINE OF 8-WAY (4X2) 4" ELECTRICAL DUCTBANK. INVERT INFORMATION PROVIDED IS BASED ON

THE BOTTOM OF THE DUCTBANK. 8-WAY (4X2) 4" ELECTRICAL DUCTBANK FROM PMH-29 TO EX. PMH-7A MATCHES IN PROFILE.

3. BACKFILL WITH FLOWABLE FILL WHERE LESS THAN 1' CLEARANCE BETWEEN UTILITIES (MINIMUM SEPARATION BETWEEN

UTILITIES SHALL BE 6 INCHES). FLOWABLE FILL CONCRETE CONSISTING OF A MIXTURE OF FLY ASH, CEMENT AND WATER,

CERTIFIED BY MANUFACTURERS, IN ACCORDANCE WITH OFFICE OF GENERAL SERVICES STANDARDS SPECIFICATION 310000.

E-313

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E94+00 E94+50 E95+00 E95+50 E95+75

ST

A. E

94

+0

3.7

4

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

94

+9

7.0

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

94

+2

9.8

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

95

+1

3.0

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

94

+7

9.4

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. 9

4+

98

.1

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

94

+9

1.3

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. 9

5+

12

.0

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

94

+0

0.0

0

ST

A. E

95

+3

0.3

3

ST

A. E

95

+0

7.7

0

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

55

'

ST

A. E

95

+3

7.7

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

55

'

ST

A. E

95

+0

0.0

0

ST

A. E

95

+5

8.5

0

180

185

190

195

200

205

210

215

220

225

180

185

190

195

200

205

210

215

220

225

E97+00 E97+50 E98+00 E98+50 E99+00 E99+50 E99+75

ST

A. E

97

+4

0.2

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. 9

7+

98

.2

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

98

+4

5.9

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

97

+5

4.6

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. 9

8+

11

.5

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

98

+6

0.8

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

97

+0

0.0

0

ST

A. E

99

+2

5.7

3

190

195

200

205

210

215

220

225

230

190

195

200

205

210

215

220

225

230

E100+00 E100+50 E101+00

ST

A. E

10

0+

00

.0

0

ST

A. E

10

0+

46

.7

2

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

HVS-08/11

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-27

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-27

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-13

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-17

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-29

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-29

EX

. C

ON

CR

ET

E

MA

NH

OL

E

EX.

PMH-7B

BOT ELEV.=175.65

RIM ELEV.=185.65

TOP ELEV.=183.65

EX

. S

D

INV.=180.00±

EX

. 8

" S

D

INV.=181.49±

EX

. 8

" S

D

INV.=179.02±

EX

. 1

0" S

AN

INV.=175.15±

EX

. W

AT

ER

INV.=179.67±

EX

. 1

2" S

D

INV.=173.81±

EX

. 1

2" S

D

INV.=174.77±

EX

. S

IG

NA

L D

B

INV.=180.99±

EX

. E

LE

C.

INV.=181.00±

EX

. 1

0" S

D

INV.=177.37±

EX

. 8

" S

D

INV.=179.43±

EX

. 8

" S

D

INV.=180.90±

EX

. E

LE

C. D

B

INV.=183.10±

EX

. S

IG

NA

L D

B

INV.=182.37±

EX

. E

LE

C. D

B

INV.=178.00±

BOT ELEV.=175.65

BOT ELEV.=177.65

RIM ELEV.=187.65

RIM ELEV.=185.65

TOP ELEV.=183.65

TOP ELEV.=185.65

INV.=178.58

INV.=181.88

INV.=180.18

INV.=197.79

INV.=211.98

RIM ELEV.=202.20

RIM ELEV.=217.43

TOP ELEV.=215.43

TOP ELEV.=200.20

BOT ELEV.=192.20

BOT ELEV.=207.43

EX

. 8

" S

D

INV.=197.65±

EX

. 1

2" S

D

INV.=203.70±

BOT ELEV.=207.43

RIM ELEV.=217.43

TOP ELEV.=215.43

INV.=213.32

INV.=212.32

INV.=183.10

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-313


1

1

1

1

1

1



8-WAY (4X2) 4" ELEC. DB. FROM EX.

PMH-5B TO SWITCH HVS-25

E-44

NOTES:



THE BOTTOM OF THE DUCTBANK. 4-WAY (2X2) 4" ELECTRICAL DUCTBANK TO EX. PMH-5A MATCHES IN PROFILE.




E-314




PMH-6 TO HVS-918/919

E-44A

NOTES:








E-314




BUILDING 919 TO SWITCH HVS-918/919

E-44B

NOTES:








E-314




TRANSFORMER T-918/919 TO BUILDING 918

E-44C

NOTES:








E-314

190

195

200

205

210

215

220

225

230

190

195

200

205

210

215

220

225

230

E101+00 E101+50 E102+00 E102+50 E103+00 E103+50 E104+00

ST

A. E

10

1+

41

.2

3

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

10

1+

76

.3

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

10

1+

51

.0

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

10

1+

99

.8

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

10

2+

47

.4

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

10

2+

79

.0

8

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

10

1+

00

.0

0

ST

A. E

10

3+

18

.6

9

180

185

190

195

200

205

210

215

220

180

185

190

195

200

205

210

215

220

E123+00 E123+50 E124+00 E124+50 E125+00 E125+25

ST

A. E

12

3+

16

.6

2

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

12

3+

42

.2

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

23

+2

2.5

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. 1

23

+3

7.8

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. E

12

3+

00

.0

0

ST

A. E

12

4+

78

.6

4

175

180

185

190

195

200

205

210

215

175

180

185

190

195

200

205

210

215

E125+00 E125+50 E126+00 E126+50 E127+00 E127+50 E127+75

ST

A. E

12

5+

29

.7

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

12

5+

52

.0

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

12

5+

16

.0

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

25

+3

1.1

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

12

5+

45

.8

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

12

6+

70

.3

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

26

+8

9.2

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

5+

22

.5

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

25

+3

4.6

5

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

12

5+

50

.3

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

12

6+

75

.2

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

26

+9

4.7

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

5+

00

.0

0

ST

A. E

12

7+

27

.9

5

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E128+00 E128+50 E129+00 E129+50 E130+00 E130+50 E131+00 E131+25

ST

A. E

12

8+

25

.9

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

13

0+

46

.5

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

12

8+

49

.5

1

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

13

0+

58

.8

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. 1

28

+1

1.8

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

28

+3

3.4

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

8+

53

.3

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. 1

29

+3

5.4

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. 1

28

+2

3.2

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

28

+3

9.5

8

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

8+

75

.5

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. 1

29

+4

4.8

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

12

8+

00

.0

0

ST

A. E

13

0+

78

.8

2

EX

. C

ON

CR

ET

E

MA

NH

OL

E

EX.

PMH-5A

HVS-25

HVS-918/919

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-6

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

GUARD TOWER #4

HVS-918/919

T-918/919

GUARD TOWER #3

EX

. E

LE

C. D

B

INV.=212.07±

EX

. E

LE

C. D

B

INV.=213.16±

EX

. E

LE

C. D

B

INV.=213.58±

INV.=209.65

EX. GRADE

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-6

INV.=206.89

BOT ELEV.=200.50

RIM ELEV.=210.50

TOP ELEV.=208.50

TOP ELEV.=208.50

RIM ELEV.=210.50

BOT ELEV.=200.50

INV.=205.81

EX

. S

TO

RM

DR

AIN

INV.=200.14±

EX

. 1

2" S

D

INV.=200.82±

EX

. E

LE

C.

INV.=196.51±

EX

. S

IG

NA

L D

B

INV.=196.81±

EX

. S

TO

RM

DR

AIN

INV.=198.83±

INV.=198.90

INV.=196.96

INV.=196.88

INV.=194.56

INV.=197.78

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-314


1

1

1

1

1

1

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E111+00 E111+50 E112+00 E112+50 E113+00 E113+50 E114+00 E114+50 E115+00

ST

A. E

11

1+

05

.4

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

11

3+

09

.8

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

11

1+

25

.6

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

11

3+

43

.7

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

11

1+

78

.8

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

11

+9

1.5

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

12

+6

9.6

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

11

3+

56

.4

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

11

1+

86

.1

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

12

+0

0.1

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

12

+7

3.7

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

11

3+

65

.0

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

11

1+

00

.0

0

ST

A. E

11

4+

27

.1

7

BOT ELEV.=168.84

BOT ELEV.=168.64

TOP ELEV.=176.64

TOP ELEV.=176.84

RIM ELEV.=178.84

RIM ELEV.=178.64

NY

S 2

2

CL

11' 11'

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-28

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-30

EX

. 8

" W

AT

ER

INV.=172.20±

EX

. 8

" S

AN

IN

V.=

17

1.3

9

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

INV.=174.72

INV.=174.94

5' MIN.




PMH-2 TO PMH-3

E-49

E-315

NOTES:








125

130

135

140

145

150

155

160

165

170

175

180

185

125

130

135

140

145

150

155

160

165

170

175

180

185

E115+00 E115+50 E116+00 E116+50 E117+00 E117+50 E118+00 E118+50

ST

A. E

11

6+

23

.5

4

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

00

'

ST

A. E

11

7+

80

.0

5

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

00

'

ST

A. E

11

5+

71

.4

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. 1

16

+3

3.3

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

11

5+

89

.9

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. 1

16

+5

4.0

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

11

5+

00

.0

0

ST

A. E

11

8+

01

.8

3

INV.=173.33

INV.=153.92

RIM ELEV.=178.44

RIM ELEV.=158.44

TOP ELEV.=156.44

TOP ELEV.=176.44

BOT ELEV.=168.44

BOT ELEV.=148.44

PMH-30 PMH-31

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

EX

. 1

8" S

AN

IN

V.=

15

0.6

4

EX. GRADE

EX. GRADE




PMH-2 TO PMH-3

E-50

E-315

NOTES:








130

135

140

145

150

155

160

165

170

130

135

140

145

150

155

160

165

170

E119+00 E119+50 E120+00 E120+50

PMH-31




PMH-31 TO BUILDING 29

E-52

E-315

NOTES:








HVS-29

T-29

EX. GRADE

EX

. (2

) 4

" E

LE

C. C

ON

D.

INV.=154.02±

EX

. 1

2" S

AN

IT

AR

Y

INV.=148.75±

18'x15'

LAUNCHING PIT

30'x15'

RECEIVING PIT

RIM ELEV.=158.44

TOP ELEV.=156.44

BOT ELEV.=148.44INV.=152.98

INV.=151.59

ST

A. E

11

9+

74

.0

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

12

0+

01

.8

6

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

11

9+

00

.0

0

ST

A. E

12

0+

11

.7

6

BUILDING

29

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-315


1

11

1

1

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E136+00 E136+50 E137+00 E137+50 E138+00 E138+50 E139+00 E139+50

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E133+00 E133+50 E134+00 E134+50 E135+00 E135+50





E-45

NOTES:








E-316




PMH-9 TO PMH-28

E-48

NOTES:








E-316



2-WAY (2X1)/4-WAY (2X2) 4" ELEC. DB.

FROM BUILDING 914 TO BUILDING 3

E-53

NOTES:








E-316





E-54

NOTES:

1. SEE DRAWINGS E-112, E-114, AND E-116 FOR UTILITY SITE PLAN AND DRAWINGS E-104, E-106, AND E-108 FOR STATIONING PLAN.


THE BOTTOM OF THE DUCTBANK.




E-316

190

195

200

205

210

215

220

225

230

190

195

200

205

210

215

220

225

230

E102+00 E102+50 E103+00

ST

A. E

10

2+

00

.0

0

ST

A. E

10

2+

43

.4

7

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E107+00 E107+50 E108+00 E108+50 E109+00

ST

A. E

10

7+

00

.0

0

ST

A. E

10

8+

11

.4

2

ST

A. E

13

3+

08

.7

2

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

13

4+

41

.5

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

13

4+

68

.4

8

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

13

3+

27

.7

0

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

13

4+

52

.3

0

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

13

4+

82

.9

8

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

13

3+

00

.0

0

ST

A. E

13

5+

09

.3

2

ST

A. E

13

6+

56

.9

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

13

7+

71

.4

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

13

8+

28

.5

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

13

6+

80

.5

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

13

8+

07

.7

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

13

8+

65

.0

2

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. 1

36

+1

5.2

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 1

36

+1

9.8

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

13

6+

26

.0

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

13

7+

19

.3

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 1

37

+2

7.1

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 1

37

+5

1.2

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

'

ST

A. E

13

7+

56

.3

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

'

ST

A. E

13

8+

71

.2

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. 1

36

+1

7.4

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 1

36

+2

4.1

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

13

6+

30

.4

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

13

7+

23

.7

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 1

37

+3

1.8

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 1

37

+5

3.6

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

'

ST

A. E

13

7+

58

.9

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

'

ST

A. E

13

8+

82

.6

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

13

6+

00

.0

0

ST

A. E

13

8+

93

.7

6

POWER PLANT

T-25

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-9

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-28

ST

A. E

13

4+

52

.3

0 =

ST

A. E

13

8+

93

.7

6

2-WAY 4-WAY

SEE PROFILE

E-54 ON

E-316 FOR

CONTINUATION

GUARD TOWER #1

OLD POWER

HOUSE

ST

A. E

13

8+

93

.7

6 =

ST

A. E

13

4+

52

.3

0

2-WAY 4-WAY

SEE PROFILE

E-53 ON

E-316 FOR

CONTINUATION

GUARD TOWER #2

INV.=213.58

RIM ELEV.=178.14

RIM ELEV.=178.91

TOP ELEV.=176.91

TOP ELEV.=176.14

BOT ELEV.=168.14

BOT ELEV.=168.91

EX

. S

TO

RM

DR

AIN

INV.=165.38±

INV.=174.41

INV.=174.41

4-W

AY

(2

x2

)

EL

EC

D

B.

INV.=178.71±

EX

. W

AT

ER

INV.=180.80±

EX

. S

TO

RM

DR

AIN

INV.=181.32±

EX

. S

TO

RM

DR

AIN

INV.=175.50±

EX

. W

AT

ER

INV.=180.00±

EX

. S

TE

AM

T

UN

NE

L

INV.=177.00±

INV.=179.43

INV.=179.27

EX

. W

AT

ER

INV.=179.32±

EX

. 4

" S

D

INV.=182.23±

EX

. W

AT

ER

INV.=181.01±

EX

. S

AN

IT

AR

Y

INV.=181.39±

EX

. 4

" S

D

INV.=181.31±

EX

. E

LE

C.

INV.=180.18±

EX

. S

IG

NA

L D

B.

INV.=180.22±

EX

. S

D

INV.=181.58±

EX

. W

AT

ER

INV.=180.74±

EX

. W

AT

ER

INV.=180.46±

EX

. W

AT

ER

INV.=180.38±

EX

. 1

0" S

D

INV.=176.19±

EX

. S

TO

RM

DR

AIN

INV.=175.50±

EX

. W

AT

ER

INV.=180.00±

EX

. W

AT

ER

INV.=179.39±

INV.=179.75

INV.=179.75

INV.=213.58

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-316


1

1

1

2

2

2

2

2

Governor

Commissioner

SINGLE LINE DIAGRAM - NEW WORK

BLDG NO. XX - XX -

GRAPHIC SCALE

SCALE: 1" = 30'


30 0 30 6015

Governor

Commissioner

DDFH

DDFH

DDFH

AJH


SITE PLAN - AREA 7

E-115

MATCHLINE H-H SEE DRAWING E-113 FOR CONTINUATION MATCHLINE I-I SEE DRAWING E-114 FOR CONTINUATION

NOTES:

1. FOR CONTINUATION OF WORK INSIDE BUILDINGS,

MANHOLES, AND ELECTRICAL EQUIPMENT YARDS, SEE

E-4 SERIES DRAWINGS.

2. SEE DETAIL 9 ON DRAWING E-502 FOR UNDERGROUND

CONDUITS ENTERING EXISTING BUILDING.

KEYPLAN

SCALE: 1" = 500'


1

1

140

145

150

155

160

165

170

175

140

145

150

155

160

165

170

175

E10+00 E10+50 E11+00 E11+50 E12+00

ST

A. E

10

+0

6.3

8

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

10

+2

2.9

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

10

+0

0.0

0

ST

A. E

11

+4

8.0

3




PMH-3 TO PMH-4

E-5

NOTES:

1. SEE DRAWINGS E-109 AND E-110 FOR UTILITY SITE PLAN AND DRAWINGS E-101 AND E-102 FOR STATIONING PLAN.







E-302

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

145

150

155

160

165

170

175

180

145

150

155

160

165

170

175

180

E13+00 E13+50 E14+00 E14+50 E15+00 E15+50 E16+00 E16+50E16+53

ST

A. E

15

+3

4.7

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

7

0'

ST

A. 1

5+

54

.9

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

7

0'

ST

A. E

15

+4

6.2

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

7

0'

ST

A. 1

5+

66

.4

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

7

0'

ST

A. E

13

+0

0.0

0

ST

A. E

15

+7

7.6

3




PMH-4 TO PMH-5

E-6

NOTES:








E-302

EX

. L

IG

HT

IN

G C

ON

D

IN

V.=

UN

KN

OW

N

EX

. L

IG

HT

IN

G C

ON

D

IN

V.=

UN

KN

OW

N

145

150

155

160

165

170

175

180

185

145

150

155

160

165

170

175

180

185

E17+00 E17+50 E18+00 E18+50 E19+00 E19+50 E20+00 E20+50




HVS-121 TO PMH-5

E-7

NOTES:








E-302

ST

A. E

17

+0

0.0

0

ST

A. E

19

+7

7.6

2



4-WAY (2X2)/6-WAY (3X2) 4" ELEC. DB.

FROM PMH-2 TO BUILDING 141

E-3A

NOTES:


2. PROFILE IS BASED ON CENTERLINE OF 4-WAY (2X2) AND 6-WAY (3X2) 4" ELECTRICAL DUCTBANKS. INVERT

INFORMATION PROVIDED IS BASED ON THE BOTTOM OF THE DUCTBANK.





E-302

INV.=164.00

INV.=163.99

INV.=168.58

INV.=164.92

INV.=173.04

INV.=170.22

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-3

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-4

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

HVS

121

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-5

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-5

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-4

EX

. 1

2" S

D

INV.=166.12±

EX

. S

D

INV.=166.96±

EX. GRADE

EX. GRADE

EX. GRADE

EX

. S

IG

NA

L

INV.=165.70±

TOP ELEV.=166.61

RIM ELEV.=168.61

BOT ELEV.=158.61 BOT ELEV.=158.57

RIM ELEV.=168.57

TOP ELEV.=166.57

TOP ELEV.=172.16

RIM ELEV.=174.16

BOT ELEV.=164.16

BOT ELEV.=158.57

RIM ELEV.=168.57

TOP ELEV.=166.57

TOP ELEV.=172.16

RIM ELEV.=174.16

BOT ELEV.=164.16

135

140

145

150

155

160

165

170

175

135

140

145

150

155

160

165

170

175

E120+00 E120+50 E121+00 E121+50 E122+00

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-2

BUILDING 141

EX. GRADE

BOT ELEV.=156.23

RIM ELEV.=166.23

TOP ELEV.=164.23

EX

. 1

0" S

AN

IT

AR

Y

INV.=161.19±

EX

. E

LE

C. D

B

INV.=160.35±

EX

. S

IG

NA

L D

B

INV.=160.14±

INV.=157.72

INV.=161.55

HVS-HB

T-HB

ST

A. E

12

0+

09

.0

0

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

8

0'

ST

A. E

12

0+

76

.7

6

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

8

0'

ST

A. 1

20

+1

9.6

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

0+

44

.9

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

20

+2

7.0

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

0+

52

.2

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

0+

00

.0

0

ST

A. E

12

1+

43

.0

1

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-302


1

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E54+00 E54+50 E55+00 E55+50 E56+00 E56+50 E56+84

ST

A. 5

6+

11

.4

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

55

+0

3.0

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. 5

6+

24

.7

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

55

+1

5.8

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'




PMH-17 TO PMH-16

E-23

NOTES:








E-307




PMH-17 TO PMH-18

E-24

NOTES:








E-307

ST

A. E

54

+0

0.0

0

ST

A. E

56

+3

4.1

5




T-13/14 TO BUILDING 13

E-25

NOTES:








E-307




HVS-15/22 TO PMH-18

E-26

NOTES:








E-307

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E61+00 E61+50 E62+00

ST

A. E

61

+0

0.0

0

ST

A. E

61

+5

3.5

1

INV.=196.18

EX

. S

D

IN

V.=

UN

KN

OW

N

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-17

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-16

EX. GRADE

BOT ELEV.=192.20BOT ELEV.=192.30

RIM ELEV.=202.20

RIM ELEV.=202.30

TOP ELEV.=200.30

TOP ELEV.=200.20

INV.=198.18

INV.=195.20

EX

. 8

" S

D

INV.=197.11±

EX

. 6

" S

D

INV.=197.25±

EX

. 6

" S

D

INV.=198.95±

EX

. U

TIL

IT

Y T

UN

NE

L

IN

V.=

UN

KN

OW

N

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E57+00 E57+50 E58+00 E58+50 E59+00

ST

A. E

57

+5

5.9

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

58

+1

8.9

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

00

'

ST

A. 5

8+

03

.0

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

57

+8

7.9

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. 5

8+

12

.0

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

57

+9

6.4

8

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

57

+0

0.0

0

ST

A. E

58

+2

8.1

7

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-17

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-18

EX

. 1

0" S

D

INV.=186.70±

EX

. 4

" S

D

INV.=195.92±

EX

. U

TIL

IT

Y T

UN

NE

L

IN

V.=

UN

KN

OW

N

EX. GRADE

INV.=198.31

INV.=190.99

RIM ELEV.=202.20

RIM ELEV.=200.08

TOP ELEV.=198.08

TOP ELEV.=200.20

BOT ELEV.=192.20

BOT ELEV.=190.08

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-18

INV.=196.18

HVS-15/22

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E59+00 E59+50 E60+00

T-13/14

MESS HALL

BUILDING 13

EX. GRADE

INV.=195.58

INV.=195.58

ST

A. E

59

+0

6.6

1

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

4

00

'

ST

A. E

59

+4

3.9

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

59

+0

0.0

0

ST

A. E

59

+6

7.4

1

BOT ELEV.=190.08

TOP ELEV.=198.08

RIM ELEV.=200.08

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-307

1


1





E-27

NOTES:








E-308




PMH-19 TO PMH-18

E-28

NOTES:


2. PROFILE IS BASED ON CENTERLINE OF 6WAY (3X2) 4" ELECTRICAL DUCTBANK. INVERT INFORMATION PROVIDED IS






E-308




PMH-19 TO SWITCH HVS-09/12

E-29

NOTES:








E-308



8-WAY (4X2)/4-WAY (2X2) 4" ELEC. DB. FROM


E-29A

NOTES:








E-308

165

170

175

180

185

190

195

200

205

165

170

175

180

185

190

195

200

205

E64+00 E64+50 E65+00 E65+50 E66+00 E66+50 E67+00

ST

A. E

64

+5

3.8

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

65

+4

2.8

1

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

65

+1

0.8

8

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

66

+3

6.5

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

00

'

ST

A. 6

5+

17

.2

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

65

+9

9.5

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. 6

5+

35

.3

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

66

+1

1.8

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

64

+0

0.0

0

ST

A. E

66

+5

5.6

3

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E66+00 E66+50 E66+75

ST

A. E

66

+0

5.6

0

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

66

+1

2.0

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

66

+0

0.0

0

ST

A. E

66

+3

2.0

8

175

180

185

190

195

200

205

210

215

175

180

185

190

195

200

205

210

215

E62+00 E62+50 E63+00 E63+50 E63+75

ST

A. 6

2+

57

.4

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

62

+4

8.5

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

62

+0

4.6

2

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

62

+4

6.3

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

63

+0

6.9

3

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

62

+2

4.4

8

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

62

+7

3.2

8

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

63

+1

5.7

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. 6

2+

64

.5

5

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

62

+5

4.5

8

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

62

+0

0.0

0

ST

A. E

63

+2

0.2

8

VOCATIONAL SHOP

BUILDING

VOCATIONAL SHOP

BUILDING

T-15

T-22

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-19

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-18

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-19

HVS-09/12

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E67+00 E67+50 E68+00 E68+30

ST

A. E

67

+2

0.5

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 6

7+

29

.1

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 6

7+

40

.4

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

67

+4

9.1

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

67

+2

6.5

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 6

7+

35

.0

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 6

7+

46

.4

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

67

+5

5.0

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

67

+0

0.0

0

ST

A. E

67

+8

8.1

3

MAINTENANCE SHOP

BUILDING

T-12

ST

A. E

67

+2

7.0

8 =

ST

A. E

68

+0

0.0

0

8-WAY 4-WAY

SEE PROFILE E-29B ON

E-309 FOR CONTINUATION

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

EX

. 6

" S

D

INV.=193.28±

EX

. 8

" S

D

INV.=188.58±

EX

. 8

" W

AT

ER

INV.=196.73±

EX

. 1

2" S

TE

AM

INV.=198.09±

EX

. S

AN

IT

AR

Y

INV.=189.69±

EX

. S

AN

IT

AR

Y

INV.=189.41±

INV.=198.81

INV.=197.96

INV.=187.74

INV.=196.13

RIM ELEV.=193.00

TOP ELEV.=191.01

BOT ELEV.=183.01

BOT ELEV.=190.08

RIM ELEV.=200.08

TOP ELEV.=198.08

EX

. T

EL

E. D

B.

INV.=193.10±

EX

. 8

" S

D

INV.=183.90±

EX

. 8

" S

D

INV.=185.28±

EX

. 1

2" S

D

INV.=181.57±

EX. GRADE

INV.=187.86 INV.=187.09

RIM ELEV.=193.00

TOP ELEV.=191.00

BOT ELEV.=183.00

EX

. 6

" W

AT

ER

INV.=185.73±

EX

. S

IG

NA

L D

B.

INV.=187.00±

EX

. E

LE

C. D

B.

INV.=184.16±

INV.=185.58

INV.=185.58

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-308

1


1

1

1




STA E68+00.00/E67+27.08 TO BUILDING 9

E-29B

NOTES:








E-309




PMH-21 TO PMH-19

E-30

NOTES:








E-309

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E69+00 E69+50 E70+00 E70+50 E71+00 E71+50 E72+00

ST

A. E

69

+4

7.6

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

70

+2

9.1

6

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

70

+3

3.4

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

70

+4

0.8

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

69

+0

0.0

0

ST

A. E

71

+0

9.0

7

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E71+00 E71+50 E72+00 E72+50

ST

A. E

71

+0

0.0

0

ST

A. E

71

+6

7.2

8





E-31

NOTES:








E-309

INV.=186.59

INV.=183.56

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E73+00 E73+50 E74+00 E74+50 E75+00 E75+50

ST

A. E

73

+3

0.3

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

73

+7

2.5

8

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

74

+8

4.5

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

73

+5

2.6

5

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

73

+9

4.7

1

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

75

+0

8.0

5

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. 7

3+

57

.0

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. 7

3+

66

.2

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. E

73

+0

0.0

0

ST

A. E

75

+1

1.9

3





E-31A

NOTES:








E-309

INV.=185.58

INV.=181.93

EX

. 2

4" S

D

INV.=177.18±

160

165

170

175

180

185

190

195

200

160

165

170

175

180

185

190

195

200

E68+00 E68+50 E69+00

ST

A. E

68

+0

0.0

0

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

68

+4

7.1

2

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. 6

8+

06

.8

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 6

8+

36

.4

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

68

+4

2.2

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 6

8+

11

.0

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 6

8+

39

.6

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

68

+4

5.4

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

68

+0

0.0

0

ST

A. E

68

+5

4.6

2

SCHOOL

BUILDING

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-21

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-19

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-21

HVS-19/922

T-19

GYMNASIUM &

BARBER SHOP

ST

A. E

68

+0

0.0

0 =

ST

A. E

67

+2

7.0

8

8-WAY 4-WAY

SEE PROFILE

E-29A ON

E-308 FOR

CONTINUATION

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

INV.=183.58

EX

. 6

S

AN

INV.=179.83±

EX

. 1

0" S

D

IN

V.=

17

7.2

8

EX

. E

LE

C.

INV.=184.10±

EX

. T

EL

E.

INV.=184.15±

EX

. 6

" W

AT

ER

INV.=184.83±

EX

. 6

" W

AT

ER

INV.=185.73±

EX

. E

LE

C.

INV.=184.16±

EX

. E

LE

C.

INV.=187.00±

INV.=184.22

INV.=189.07

EX

. 6

" S

D

INV.=184.41±

EX

. 1

8" S

D

INV.=178.13±

EX

. 8

" S

AN

INV.=185.16±

BOT ELEV.=183.00

BOT ELEV.=178.18

RIM ELEV.=188.18

RIM ELEV.=193.00

TOP ELEV.=191.00

TOP ELEV.=186.18

TOP ELEV.=186.18

RIM ELEV.=188.18

BOT ELEV.=178.18

EX

. W

AT

ER

INV.=181.03±

EX

. (2

)-6

" S

AN

INV.=174.79±

6-W

AY

(3

x2

)

EL

EC

D

B.

INV.=179.58±

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-309


11

1

1

1




BUILDING 922 TO TRANSFORMER T-922/924

E-31B

NOTES:








E-310




PMH-21 TO PMH-22

E-32

NOTES:

1. SEE DRAWING E-111 & E-113 FOR UTILITY SITE PLAN AND DRAWING E-103 & E-105 FOR STATIONING PLAN.







E-310

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E76+00 E76+50 E77+00 E77+50 E78+00 E78+50

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E78+00 E78+50 E79+00 E79+50 E80+00 E80+25

ST

A. E

77

+0

4.8

7

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

5

0'

ST

A. E

76

+0

0.0

0

ST

A. E

77

+9

3.0

0

ST

A. E

77

+8

3.5

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

5

0'

ST

A. E

79

+3

6.3

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

79

+5

2.0

9

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

78

+0

0.0

0

ST

A. E

79

+5

6.2

9




PMH-22 TO PMH-23

E-33

NOTES:








E-310

EX

. 2

4" S

D

INV.=175.34±

EX

. 6

" S

D

INV.=178.94±

ST

A. 7

6+

33

.2

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

76

+5

8.3

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 7

6+

38

.0

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

76

+6

3.4

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

INV.=179.58

INV.=179.64

INV.=182.04

INV.=181.41

RIM ELEV.=188.18

TOP ELEV.=186.18

BOT ELEV.=178.18

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-22

RIM ELEV.=185.33

TOP ELEV.=183.33

BOT ELEV.=175.33

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-22

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-23




PMH-23 TO SWITCH HVS-06

E-34

NOTES:








E-310

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E80+00 E80+50 E81+00 E81+50 E82+00E82+13

ST

A. E

80

+5

7.5

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

81

+5

1.7

9

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

80

+9

4.1

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. 8

1+

04

.0

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

80

+9

8.9

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. 8

1+

10

.0

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

5'

ST

A. E

80

+0

0.0

0

ST

A. E

81

+5

2.6

4

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-23

BOT ELEV.=174.41

BOT ELEV.=174.41

BOT ELEV.=175.33

TOP ELEV.=183.33

TOP ELEV.=182.41

RIM ELEV.=184.41

RIM ELEV.=185.33

RIM ELEV.=184.41

TOP ELEV.=182.41

INV.=180.35

INV.=180.08

INV.=181.41

INV.=179.77

EX

. E

LE

C D

B

IN

V.=

UN

KN

OW

N

EX

. S

IG

NA

L D

B

IN

V.=

UN

KN

OW

N

EX

. 1

8" S

D

INV.=180.82±

EX

. 8

" S

D

INV.=178.49±

EX

. 1

0" S

D

INV.=175.71±

EX

. 1

2" S

D

INV.=174.68±

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E75+00 E75+50 E76+00 E76+50

ST

A. E

75

+0

0.0

0

ST

A. E

75

+9

3.7

5

T-922/924

HVS-06

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

GUARD TOWER

NO.7

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-21

4-W

AY

(2

x2

)

EL

EC

D

B.

INV.=182.95±

EX

. W

AT

ER

INV.=181.55±

EX

. W

AT

ER

INV.=178.57±

EX

. E

LE

C.

INV.=178.50±

EX

. E

LE

C.

INV.=178.50±

EX

. W

AT

ER

INV.=176.00±

EX

. 8

" W

AT

ER

INV.=179.29±

INV.=187.47

INV.=195.02

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-310


1

1

1

1

1





E-34A

NOTES:








E-311




SWITCH HVS-938 TO PMH-24

E-35

NOTES:








E-311





E-35A

NOTES:








E-311




PMH-24 TO PMH-25

E-36

NOTES:








E-311

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E83+00 E83+50 E84+00 E84+50 E85+00 E85+39

ST

A. E

83

+9

6.4

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

84

+2

4.7

9

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

83

+0

0.0

0

ST

A. E

84

+8

6.5

6

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E85+00 E85+50 E85+76

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

EX

. 8

" S

D

INV.=174.16±

EX

. S

D

IN

V.=

UN

KN

OW

N

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E86+00 E86+50 E87+00 E87+50 E87+69

ST

A. E

86

+6

3.6

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

86

+7

6.5

0

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

86

+5

4.5

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 8

6+

66

.6

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 8

7+

03

.6

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

87

+1

1.4

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

86

+6

2.6

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 8

6+

77

.4

5

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 8

7+

09

.6

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

87

+1

5.4

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

86

+0

0.0

0

ST

A. E

87

+1

8.6

8

INV.=177.87

INV.=178.89

ST

A. E

85

+0

1.1

7

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

85

+1

4.7

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

85

+0

0.0

0

ST

A. E

85

+3

3.1

2

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E82+00 E82+50 E83+00 E83+50

ST

A. E

82

+8

9.7

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

'

ST

A. E

82

+9

8.9

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

'

ST

A. E

82

+0

0.0

0

ST

A. E

83

+0

3.1

8

T-07

LAUNDRY &

STATE SHOP

HVS-938

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-24

MENTAL HEALTH

TREATMENT CENTER

T-938

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-24

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-25

EX

. E

LE

C D

UC

T

IN

V.=

UN

KN

OW

N

EX

. 1

0" S

D

INV.=169.45±

EX

. 8

" W

AT

ER

INV.=179.00±

EX

. S

AN

IT

AR

Y

INV.=177.71±

EX

. 2

-6

" S

AN

INV.=176.29±

EX

. 6

" S

D

INV.=175.58±

INV.=179.50

INV.=179.50

EX

. 1

2" S

D

INV.=173.34±

BOT ELEV.=172.82

RIM ELEV.=182.83

TOP ELEV.=180.83

EX

. 2

-2

" E

LE

C. C

ON

D.

INV.=178.53±

EX

. 8

" S

D

INV.=174.78±

INV.=178.72

INV.=179.28

BOT ELEV.=172.83

BOT ELEV.=173.35

RIM ELEV.=182.83

RIM ELEV.=183.35

TOP ELEV.=181.35

TOP ELEV.=180.83

RECEIVING PIT

LAUNCHING PIT

INV.=178.90

INV.=170.84

INV.=173.73

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-311


1

1

1

1

1

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E88+00 E88+50 E89+00

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E91+00 E91+50 E92+00 E92+50 E93+00 E93+50 E94+00





E-36A

NOTES:








E-312





E-37

NOTES:








E-312




PMH-25 TO PMH-26

E-38

NOTES:








E-312




PMH-26 TO PMH-27

E-39

NOTES:








E-312

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E88+00 E88+50 E89+00

ST

A. E

88

+3

2.5

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 8

8+

39

.6

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 8

8+

48

.3

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

88

+5

5.4

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

88

+3

6.1

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 8

8+

43

.2

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 8

8+

51

.9

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

88

+5

8.8

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

88

+0

0.0

0

ST

A. E

88

+6

3.2

5

ST

A. E

91

+7

8.4

4

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

00

'

ST

A. E

92

+7

6.0

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

92

+7

2.3

2

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

00

'

ST

A. E

93

+0

1.6

0

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. 9

1+

14

.8

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

91

+2

3.0

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

92

+5

1.2

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

2+

58

.8

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

3+

13

.4

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

93

+2

2.2

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

1+

20

.9

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

91

+2

9.1

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

92

+5

6.6

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

2+

64

.2

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. 9

3+

19

.7

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

93

+2

8.0

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

5'

ST

A. E

91

+0

0.0

0

ST

A. E

93

+4

5.8

3

ST

A. E

88

+0

0.0

0

ST

A. E

88

+5

5.4

9

CENTRAL

CORRIDOR #2

T-01

HVS-01

ST

A. E

88

+5

5.4

9 =

ST

A. E

86

+7

6.5

0

4-WAY 8-WAY

SEE PROFILE

E-36 ON

E-311 FOR

CONTINUATION

EX. GRADE

EX. GRADE

EX. GRADE

CELL BLOCK A

CELL BLOCK E

T-02/17

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E89+00 E89+50 E90+00 E90+50 E91+00

ST

A. E

89

+0

0.0

0

ST

A. E

90

+3

9.0

2

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-25

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-26

CELL BLOCK A

SEE ELECTRICAL

DRAWINGS FOR

CONTINUATION

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-26

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-27

EX

. 1

0" S

D

INV.=169.29±

EX

. E

LE

C.

INV.=178.48±

EX

. S

AN

IT

AR

Y

INV.=174.91±

EX

. 8

" W

AT

ER

INV.=178.33±

EX

. 1

2" S

D

INV.=175.95±

EX

. 1

2" S

AN

INV.=172.11±

BOT ELEV.=173.35

BOT ELEV.=174.00

RIM ELEV.=183.35

RIM ELEV.=184.00

TOP ELEV.=181.35

TOP ELEV.=182.00

INV.=179.39

INV.=180.08

INV.=177.57INV.=181.69

EX

. 6

" W

AT

ER

INV.=180.00±

EX

. 1

2" S

AN

INV.=172.16±

EX

. S

D

IN

V.=

17

7.4

5

EX

. 8

" S

AN

INV.=168.94±

EX

. W

AT

ER

INV.=179.50±

EX

. 8

" S

D

INV.=175.05±

EX

. 1

2" S

D

INV.=171.17±

EX

. 1

0" S

D

INV.=175.60±

EX

. E

LE

C. D

B

INV.=179.67±

EX

. S

IG

NA

L D

B

INV.=179.67±

BOT ELEV.=174.00

BOT ELEV.=175.65

RIM ELEV.=185.65

RIM ELEV.=184.00

TOP ELEV.=182.00

TOP ELEV.=183.65

EX

. U

TIL

IT

Y T

UN

NE

L

INV.=178.97±

INV.=178.51

INV.=179.41

INV.=170.83

INV.=178.75

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-312


1

1

1

1

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E95+00 E95+50 E96+00 E96+25





E-40

NOTES:








E-313




PMH-27 TO PMH-13

E-41

NOTES:








E-313




PMH-17 TO PMH-29

E-42

NOTES:


2. PROFILE IS BASED ON CENTERLINE OF 10-WAY (5X2) 4" ELECTRICAL DUCTBANK. INVERT INFORMATION PROVIDED IS BASED ON THE

BOTTOM OF THE DUCTBANK.

3. BACKFILL WITH FLOWABLE FILL WHERE LESS THAN 1' CLEARANCE BETWEEN UTILITIES (MINIMUM SEPARATION BETWEEN UTILITIES

SHALL BE 6 INCHES). FLOWABLE FILL CONCRETE CONSISTING OF A MIXTURE OF FLY ASH, CEMENT AND WATER, CERTIFIED BY

MANUFACTURERS, IN ACCORDANCE WITH OFFICE OF GENERAL SERVICES STANDARDS SPECIFICATION 310000.

E-313




PMH-29 TO EX. PMH-7B

E-43

NOTES:



THE BOTTOM OF THE DUCTBANK. 8-WAY (4X2) 4" ELECTRICAL DUCTBANK FROM PMH-29 TO EX. PMH-7A MATCHES IN PROFILE.




E-313

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E94+00 E94+50 E95+00 E95+50 E95+75

ST

A. E

94

+0

3.7

4

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

94

+9

7.0

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

94

+2

9.8

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

0'

ST

A. E

95

+1

3.0

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

94

+7

9.4

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. 9

4+

98

.1

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

94

+9

1.3

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. 9

5+

12

.0

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

94

+0

0.0

0

ST

A. E

95

+3

0.3

3

ST

A. E

95

+0

7.7

0

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

55

'

ST

A. E

95

+3

7.7

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

2

55

'

ST

A. E

95

+0

0.0

0

ST

A. E

95

+5

8.5

0

180

185

190

195

200

205

210

215

220

225

180

185

190

195

200

205

210

215

220

225

E97+00 E97+50 E98+00 E98+50 E99+00 E99+50 E99+75

ST

A. E

97

+4

0.2

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. 9

7+

98

.2

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

98

+4

5.9

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

97

+5

4.6

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. 9

8+

11

.5

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

98

+6

0.8

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

97

+0

0.0

0

ST

A. E

99

+2

5.7

3

190

195

200

205

210

215

220

225

230

190

195

200

205

210

215

220

225

230

E100+00 E100+50 E101+00

ST

A. E

10

0+

00

.0

0

ST

A. E

10

0+

46

.7

2

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

HVS-08/11

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-27

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-27

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-13

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-17

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-29

CO

NC

RE

TE

M

AN

HO

LE

8'W

x8

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-29

EX

. C

ON

CR

ET

E

MA

NH

OL

E

EX.

PMH-7B

BOT ELEV.=175.65

RIM ELEV.=185.65

TOP ELEV.=183.65

EX

. S

D

INV.=180.00±

EX

. 8

" S

D

INV.=181.49±

EX

. 8

" S

D

INV.=179.02±

EX

. 1

0" S

AN

INV.=175.15±

EX

. W

AT

ER

INV.=179.67±

EX

. 1

2" S

D

INV.=173.81±

EX

. 1

2" S

D

INV.=174.77±

EX

. S

IG

NA

L D

B

INV.=180.99±

EX

. E

LE

C.

INV.=181.00±

EX

. 1

0" S

D

INV.=177.37±

EX

. 8

" S

D

INV.=179.43±

EX

. 8

" S

D

INV.=180.90±

EX

. E

LE

C. D

B

INV.=183.10±

EX

. S

IG

NA

L D

B

INV.=182.37±

EX

. E

LE

C. D

B

INV.=178.00±

BOT ELEV.=175.65

BOT ELEV.=177.65

RIM ELEV.=187.65

RIM ELEV.=185.65

TOP ELEV.=183.65

TOP ELEV.=185.65

INV.=178.58

INV.=181.88

INV.=180.18

INV.=197.79

INV.=211.98

RIM ELEV.=202.20

RIM ELEV.=217.43

TOP ELEV.=215.43

TOP ELEV.=200.20

BOT ELEV.=192.20

BOT ELEV.=207.43

EX

. 8

" S

D

INV.=197.65±

EX

. 1

2" S

D

INV.=203.70±

BOT ELEV.=207.43

RIM ELEV.=217.43

TOP ELEV.=215.43

INV.=213.32

INV.=212.32

INV.=183.10

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-313


1

1

1

1

1

1



8-WAY (4X2) 4" ELEC. DB. FROM EX.

PMH-5B TO SWITCH HVS-25

E-44

NOTES:



THE BOTTOM OF THE DUCTBANK. 4-WAY (2X2) 4" ELECTRICAL DUCTBANK TO EX. PMH-5A MATCHES IN PROFILE.




E-314




PMH-6 TO HVS-918/919

E-44A

NOTES:








E-314




BUILDING 919 TO SWITCH HVS-918/919

E-44B

NOTES:








E-314




TRANSFORMER T-918/919 TO BUILDING 918

E-44C

NOTES:








E-314

190

195

200

205

210

215

220

225

230

190

195

200

205

210

215

220

225

230

E101+00 E101+50 E102+00 E102+50 E103+00 E103+50 E104+00

ST

A. E

10

1+

41

.2

3

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

10

1+

76

.3

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

10

1+

51

.0

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

0'

ST

A. E

10

1+

99

.8

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

10

2+

47

.4

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

10

2+

79

.0

8

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

10

1+

00

.0

0

ST

A. E

10

3+

18

.6

9

180

185

190

195

200

205

210

215

220

180

185

190

195

200

205

210

215

220

E123+00 E123+50 E124+00 E124+50 E125+00 E125+25

ST

A. E

12

3+

16

.6

2

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

12

3+

42

.2

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

23

+2

2.5

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. 1

23

+3

7.8

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. E

12

3+

00

.0

0

ST

A. E

12

4+

78

.6

4

175

180

185

190

195

200

205

210

215

175

180

185

190

195

200

205

210

215

E125+00 E125+50 E126+00 E126+50 E127+00 E127+50 E127+75

ST

A. E

12

5+

29

.7

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

12

5+

52

.0

4

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

12

5+

16

.0

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

25

+3

1.1

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

12

5+

45

.8

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

12

6+

70

.3

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

26

+8

9.2

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

5+

22

.5

2

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

25

+3

4.6

5

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. E

12

5+

50

.3

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

12

6+

75

.2

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

26

+9

4.7

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

5+

00

.0

0

ST

A. E

12

7+

27

.9

5

170

175

180

185

190

195

200

205

210

170

175

180

185

190

195

200

205

210

E128+00 E128+50 E129+00 E129+50 E130+00 E130+50 E131+00 E131+25

ST

A. E

12

8+

25

.9

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

13

0+

46

.5

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

12

8+

49

.5

1

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

13

0+

58

.8

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. 1

28

+1

1.8

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

28

+3

3.4

0

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

8+

53

.3

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. 1

29

+3

5.4

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. 1

28

+2

3.2

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. 1

28

+3

9.5

8

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

0'

ST

A. E

12

8+

75

.5

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

50

'

ST

A. 1

29

+4

4.8

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

00

'

ST

A. E

12

8+

00

.0

0

ST

A. E

13

0+

78

.8

2

EX

. C

ON

CR

ET

E

MA

NH

OL

E

EX.

PMH-5A

HVS-25

HVS-918/919

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-6

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

GUARD TOWER #4

HVS-918/919

T-918/919

GUARD TOWER #3

EX

. E

LE

C. D

B

INV.=212.07±

EX

. E

LE

C. D

B

INV.=213.16±

EX

. E

LE

C. D

B

INV.=213.58±

INV.=209.65

EX. GRADE

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-6

INV.=206.89

BOT ELEV.=200.50

RIM ELEV.=210.50

TOP ELEV.=208.50

TOP ELEV.=208.50

RIM ELEV.=210.50

BOT ELEV.=200.50

INV.=205.81

EX

. S

TO

RM

DR

AIN

INV.=200.14±

EX

. 1

2" S

D

INV.=200.82±

EX

. E

LE

C.

INV.=196.51±

EX

. S

IG

NA

L D

B

INV.=196.81±

EX

. S

TO

RM

DR

AIN

INV.=198.83±

INV.=198.90

INV.=196.96

INV.=196.88

INV.=194.56

INV.=197.78

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-314


1

1

1

1

1

1

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E111+00 E111+50 E112+00 E112+50 E113+00 E113+50 E114+00 E114+50 E115+00

ST

A. E

11

1+

05

.4

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

11

3+

09

.8

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

11

1+

25

.6

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

11

3+

43

.7

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

11

1+

78

.8

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

11

+9

1.5

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

12

+6

9.6

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

11

3+

56

.4

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

11

1+

86

.1

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

12

+0

0.1

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

3

0'

ST

A. 1

12

+7

3.7

6

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

11

3+

65

.0

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

11

1+

00

.0

0

ST

A. E

11

4+

27

.1

7

BOT ELEV.=168.84

BOT ELEV.=168.64

TOP ELEV.=176.64

TOP ELEV.=176.84

RIM ELEV.=178.84

RIM ELEV.=178.64

NY

S 2

2

CL

11' 11'

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-28

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-30

EX

. 8

" W

AT

ER

INV.=172.20±

EX

. 8

" S

AN

IN

V.=

17

1.3

9

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

INV.=174.72

INV.=174.94

5' MIN.




PMH-2 TO PMH-3

E-49

E-315

NOTES:








125

130

135

140

145

150

155

160

165

170

175

180

185

125

130

135

140

145

150

155

160

165

170

175

180

185

E115+00 E115+50 E116+00 E116+50 E117+00 E117+50 E118+00 E118+50

ST

A. E

11

6+

23

.5

4

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

00

'

ST

A. E

11

7+

80

.0

5

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

00

'

ST

A. E

11

5+

71

.4

4

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. 1

16

+3

3.3

1

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

11

5+

89

.9

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. 1

16

+5

4.0

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

00

'

ST

A. E

11

5+

00

.0

0

ST

A. E

11

8+

01

.8

3

INV.=173.33

INV.=153.92

RIM ELEV.=178.44

RIM ELEV.=158.44

TOP ELEV.=156.44

TOP ELEV.=176.44

BOT ELEV.=168.44

BOT ELEV.=148.44

PMH-30 PMH-31

EX

. W

AT

ER

IN

V.=

UN

KN

OW

N

EX

. 1

8" S

AN

IN

V.=

15

0.6

4

EX. GRADE

EX. GRADE




PMH-2 TO PMH-3

E-50

E-315

NOTES:








130

135

140

145

150

155

160

165

170

130

135

140

145

150

155

160

165

170

E119+00 E119+50 E120+00 E120+50

PMH-31




PMH-31 TO BUILDING 29

E-52

E-315

NOTES:








HVS-29

T-29

EX. GRADE

EX

. (2

) 4

" E

LE

C. C

ON

D.

INV.=154.02±

EX

. 1

2" S

AN

IT

AR

Y

INV.=148.75±

18'x15'

LAUNCHING PIT

30'x15'

RECEIVING PIT

RIM ELEV.=158.44

TOP ELEV.=156.44

BOT ELEV.=148.44INV.=152.98

INV.=151.59

ST

A. E

11

9+

74

.0

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

12

0+

01

.8

6

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

11

9+

00

.0

0

ST

A. E

12

0+

11

.7

6

BUILDING

29

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-315


1

11

1

1

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E136+00 E136+50 E137+00 E137+50 E138+00 E138+50 E139+00 E139+50

155

160

165

170

175

180

185

190

195

155

160

165

170

175

180

185

190

195

E133+00 E133+50 E134+00 E134+50 E135+00 E135+50





E-45

NOTES:








E-316




PMH-9 TO PMH-28

E-48

NOTES:








E-316



2-WAY (2X1)/4-WAY (2X2) 4" ELEC. DB.

FROM BUILDING 914 TO BUILDING 3

E-53

NOTES:








E-316





E-54

NOTES:

1. SEE DRAWINGS E-112, E-114, AND E-116 FOR UTILITY SITE PLAN AND DRAWINGS E-104, E-106, AND E-108 FOR STATIONING PLAN.


THE BOTTOM OF THE DUCTBANK.




E-316

190

195

200

205

210

215

220

225

230

190

195

200

205

210

215

220

225

230

E102+00 E102+50 E103+00

ST

A. E

10

2+

00

.0

0

ST

A. E

10

2+

43

.4

7

150

155

160

165

170

175

180

185

190

150

155

160

165

170

175

180

185

190

E107+00 E107+50 E108+00 E108+50 E109+00

ST

A. E

10

7+

00

.0

0

ST

A. E

10

8+

11

.4

2

ST

A. E

13

3+

08

.7

2

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

13

4+

41

.5

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

13

4+

68

.4

8

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

13

3+

27

.7

0

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

13

4+

52

.3

0

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

3

0'

ST

A. E

13

4+

82

.9

8

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

2'

ST

A. E

13

3+

00

.0

0

ST

A. E

13

5+

09

.3

2

ST

A. E

13

6+

56

.9

6

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

13

7+

71

.4

5

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

13

8+

28

.5

9

P.C

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

13

6+

80

.5

3

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

1

5'

ST

A. E

13

8+

07

.7

7

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. E

13

8+

65

.0

2

P.T

. H

OR

IZ

ON

TA

L B

EN

D

RA

DIU

S =

6

0'

ST

A. 1

36

+1

5.2

3

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 1

36

+1

9.8

2

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

13

6+

26

.0

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

13

7+

19

.3

6

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 1

37

+2

7.1

5

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 1

37

+5

1.2

8

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

'

ST

A. E

13

7+

56

.3

7

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

'

ST

A. E

13

8+

71

.2

9

P.C

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. 1

36

+1

7.4

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. 1

36

+2

4.1

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

13

6+

30

.4

4

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

0'

ST

A. E

13

7+

23

.7

0

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 1

37

+3

1.8

3

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

1

0'

ST

A. 1

37

+5

3.6

9

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

'

ST

A. E

13

7+

58

.9

7

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

5

'

ST

A. E

13

8+

82

.6

1

P.T

. V

ER

TIC

AL

B

EN

D

RA

DIU

S =

2

00

'

ST

A. E

13

6+

00

.0

0

ST

A. E

13

8+

93

.7

6

POWER PLANT

T-25

EX. GRADE

EX. GRADE

EX. GRADE

EX. GRADE

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-9

CO

NC

RE

TE

M

AN

HO

LE

6'W

x6

'L

x8

'H

(IN

SID

E D

IM

EN

SIO

NS

)

PMH-28

ST

A. E

13

4+

52

.3

0 =

ST

A. E

13

8+

93

.7

6

2-WAY 4-WAY

SEE PROFILE

E-54 ON

E-316 FOR

CONTINUATION

GUARD TOWER #1

OLD POWER

HOUSE

ST

A. E

13

8+

93

.7

6 =

ST

A. E

13

4+

52

.3

0

2-WAY 4-WAY

SEE PROFILE

E-53 ON

E-316 FOR

CONTINUATION

GUARD TOWER #2

INV.=213.58

RIM ELEV.=178.14

RIM ELEV.=178.91

TOP ELEV.=176.91

TOP ELEV.=176.14

BOT ELEV.=168.14

BOT ELEV.=168.91

EX

. S

TO

RM

DR

AIN

INV.=165.38±

INV.=174.41

INV.=174.41

4-W

AY

(2

x2

)

EL

EC

D

B.

INV.=178.71±

EX

. W

AT

ER

INV.=180.80±

EX

. S

TO

RM

DR

AIN

INV.=181.32±

EX

. S

TO

RM

DR

AIN

INV.=175.50±

EX

. W

AT

ER

INV.=180.00±

EX

. S

TE

AM

T

UN

NE

L

INV.=177.00±

INV.=179.43

INV.=179.27

EX

. W

AT

ER

INV.=179.32±

EX

. 4

" S

D

INV.=182.23±

EX

. W

AT

ER

INV.=181.01±

EX

. S

AN

IT

AR

Y

INV.=181.39±

EX

. 4

" S

D

INV.=181.31±

EX

. E

LE

C.

INV.=180.18±

EX

. S

IG

NA

L D

B.

INV.=180.22±

EX

. S

D

INV.=181.58±

EX

. W

AT

ER

INV.=180.74±

EX

. W

AT

ER

INV.=180.46±

EX

. W

AT

ER

INV.=180.38±

EX

. 1

0" S

D

INV.=176.19±

EX

. S

TO

RM

DR

AIN

INV.=175.50±

EX

. W

AT

ER

INV.=180.00±

EX

. W

AT

ER

INV.=179.39±

INV.=179.75

INV.=179.75

INV.=213.58

Governor

Commissioner

GRAPHIC SCALE


10 20


603001530



0510

DDFH

DDFH

DDFH

AJH


PROFILES

E-316


1

1

1

2

2

2

2

2