B01 Section J Attachment 10 Seed Project Drawings.pdf
PDF 21 MB Posted
- Attached to
- Albuquerque SFC MATOC Federal contract opportunity
- Solicitation number
- 75H70120R00011
About this file
This document outlines a federal solicitation for indefinite delivery, indefinite quantity multiple award task order contracts for sanitation facilities construction services. The solicitation was issued by the Department of Health and Human Services Indian Health Service seeking between three to five contractors to provide construction services primarily in the Albuquerque region, with some work potentially taking place nationwide. Awarded contracts will include a base period and four option years. Individual task orders will specify the place of performance. Contractors will only be authorized to perform work that is ordered by the government through issued task orders.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B05 Amendment 2 Final.pdf | ||
| B05 Amendment 1 Final.pdf | ||
| B01 Section J Attachment 5 - Contractor Surety Information.docx | DOCX document | |
| B01 Section J Attachment 3 - Self Performance Calculation Sheet.docx | DOCX document | |
| B01 Section J Attachment 8 Seed Project Specs.pdf | ||
| B01 Section J Attachment 9 Seed Project Supplemenetal Specs.docx | DOCX document | |
| B01 Section J Attachment 4 - Financial Institution Reference Sheet.pdf | ||
| B01 RFP ABQ SFC MATOC.pdf | ||
| B01 Section J Attachment 6 - PPQ.docx | DOCX document | |
| B01 Section J Attachment 1 Seed Project Bid Schedule.xls | XLS spreadsheet | |
| B01 Section J Attachment 7 Seed Project Statement of Work.docx | DOCX document | |
| B01 Section J Attachment 2 - Application for Payment Form.xls | XLS spreadsheet | |
| B01 Section J Attachment 11 Seed Project WD.pdf |
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RESERVATION BOUNDARY
RESERVATION BOUNDARY
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MODL MOVED 60,000 FEET FOR CLARITY
EX. 2" PVC WATER
EX. 2" PVC WATER
EX. LAGOON
EX. 2" PVC WATER
EX. 2" PVC WATER
EX. 2"
PVC W
ATER
EX. 8"
PVC S
EWER
EX. 8"
PVC W
ATER
EX. 8"
PVC S
EWEREX. 8" PVC SEWER
180' OF 8" PVC @ 2.28%
WHITE MOUNTAIN DRIVE
HIGHW
AY 70
WHITE MOUNTAIN DRIVE
WHITE MOUNTAIN DRIVE
WHITE MOUNTAIN DRIVE
WHITE MOUNTAIN DRIVE
EX. 4" FORCE MAIN
NOTE: DISCHARGE MH TO
BE OPTION 2, DETAIL 40I
SHEET NO. SUBJECT
SANITATION FACILITIES CONSTRUCTION
PUBLIC LAW 86-121 I.H.S.
PROJECT NO. AL-19-B37
GOAT SUMMIT SEWER MAIN EXTENSION
MESCALERO APACHE TRIBE
OTERO COUNTY, NEW MEXICO
CONSTRUCTION DRAWINGS
1. COVER SHEET & LOCATION MAP
2. NOTES & SYMBOLS
3. PRELIMINARY MAP OF DEFINITE LOCATION
4. PRELIMINARY MAP OF DEFINITE LOCATION
5. SHEET INDEX
6. PLAN LAYOUT: STA. 10+00 TO STA. 22+00
7. PLAN LAYOUT: STA. 22+00 TO STA. 36+00
8. PLAN LAYOUT: STA. 36+00 TO STA. 50+00
9. PLAN LAYOUT: STA. 50+00 TO STA. 64+00
10. PLAN LAYOUT: STA. 64+00 TO STA. 78+00
11. PLAN LAYOUT: STA .78+00 TO STA. 92+00
12. PLAN LAYOUT: STA. 92+00 TO STA. 106+00
13. PLAN LAYOUT: STA. 106+00 TO STA. 120+00
14. PLAN LAYOUT: STA. 120+00 TO STA. 134+00
15. PLAN LAYOUT: STA. 134+00 TO STA. 148+00
16. PLAN LAYOUT: STA. 148+00 TO STA. 155+21
17. DETAILS
SHEET INDEX
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LOCATION MAP
VICINITY MAP
APPROVED:
GRETCHEN TSOSIE, P.E. DATE
ACTING DIRECTOR, AAO/OEHE/DSFC
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PUBLIC LAW 86-121
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SHEET
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OF
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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INDIAN HEALTH SERVICE
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801 VASSAR DR. NE
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ALBUQUERQUE, NM 87106
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(505) 248-4067
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EXP. 12/31/2019
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GOAT SUMMIT SEWER MAIN EXTENSION
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MESCALERO, NM
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COVER SHEET
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AL-19-B37
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S.YINGLING
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B.SHERER
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B.SHERER
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B.SHERER
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RUIDOSO
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SANTA
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TAOS
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EL PASO
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CRUCES
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LAS
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ZUNI
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GALLUP
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FARMINGTON
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FE
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CARLSBAD
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ROSWELL
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SANTA
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ROSA
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CLOVIS
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PUEBLO
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LAGUNA PUEBLO
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ALBUQUERQUE
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PROJECT LOCATION
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JEMEZ
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MESCALERO
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GOAT SUMMIT SEWER EXTENSION
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MESCALERO APACHE SCHOOLS
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HWY 70
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MESCALERO
gretchen.tsosie Text Box 08/12/2020
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LEGEND
PROPOSED EXISTING
GENERAL
SEWER
BENCHMARK
SEWER MAIN IRON PIN
SEWER SERVICE LINE EXISTING CONTOUR
SEWER FORCE MAIN PROPOSED CONTOUR
SEWER FORCE SERVICE LINE CULVERT
SEWER MANHOLES DIRECTIONAL DRILLING
ONE-WAY CLEANOUT FENCE
TWO-WAY CLEANOUT FIBER OPTIC
SEPTIC TANK
GAS, ELECTRIC, TELEPHONE
LIFT STATION LIGHT POLE
INSULATION
AV/ARV
POWER POLE
WATER
PROPANE TANK
WATER MAIN PROPERTY LINE
WATER SERVICE LINE RIGHT-OF-WAY
GATE VALVES
ROAD (DIRT/GRAVEL)
FIRE HYDRANT W/VALVE
ROAD (PAVED)
FLUSH HYDRANT W/VALVE
ROAD BORING/CROSSING
SIGN
SADDLE W/CORPORATION STOP SOIL BORING
CURB STOP W/BOX SWAMP
INDIVIDUAL PRESSURE
RELEASE VALVE
TELEPHONE PED
YARD HYDRANT TRACING WIRE BOX
METER PIT/BOX TREE LINE
IN-GROUND PRESSURE TANK TREE
WELL UTILITY RIGHT OF WAY
WASH CROSSING
RIP RAP
CONTROL POINT
ELECTRIC PED
FENCE CORNER
GUY / ANCHOR
MONUMENT
MONITORING WELL
TEMPORARY BENCHMARK
TANK
CATV PEDESTALS
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ENGINEERING:
INDIAN HEALTH SERVICE/OEHE
801 VASSAR DR NE
ALBUQUERQUE, NM 87106
BRADLEY SHERER, P.E.
TELE: 505-248-7624
MOBILE: 505-660-1050
CONTRACTING:
INDIAN HEALTH SERVICE
DES-SEATTLE
ARCHAEOLOGY:
TRIBAL HISTORIC PRESERVATION OFFICE
HOLLY HOUGHTON, HISTORIC PRESERVATION OFFICER
P.O. BOX 250; 268 PINE STREET
MESCALERO, NM 88340
TELE: 575-464-4711
GENERAL NOTES
1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL
UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS
AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED
AT LEAST 72 HOURS PRIOR TO EXCAVATION.
2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND
DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH
CONSTRUCTION PRIOR TO SUBMITTING BIDS.
3. CONTRACTOR MUST CONFORM WITH ALL REQUIREMENTS OF THE OSHA STANDARD FOR EXCAVATION SAFETY (29
CFR 1926 SUBPART P). INCLUDED AMONG THE OSHA STANDARDS IS A REQUIREMENT FOR PROTECTION OF
WORKERS IN EXCAVATIONS 5 FEET OR GREATER IN DEPTH. PROTECTIVE SYSTEMS CAN BE SLOPING/BENCHING OF
EXCAVATION WALLS, OR INSTALLATION OF SUPPORT/SHIELDING DEVICES. DESIGN OF PROTECTIVE SYSTEMS MUST
BE BASED ON FIELD CLASSIFICATION OF THE SOIL BY A COMPETENT PERSON. PROTECTIVE SYSTEMS MUST BE IN
ACCORDANCE WITH THE TABLES AND FIGURES SHOWN IN THE OSHA STANDARDS, OR MUST BE A MANUFACTURED
PROTECTION SYSTEM USED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS, OR MUST BE A
PROTECTION SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE CONTRACTOR SHOULD STUDY
THE OSHA STANDARD FOR FURTHER DETAIL.
4. BURY DEPTH OF WATER MAIN SHALL BE 4-FT. HYDRANT BURY DEPTHS AS NOTED.
5. PROTECT OR RESTORE ALL LOT CORNERS, FENCES, AND DRIVE WAYS.
6. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER
PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS)
7. SCALE IS VALID WHEN PLOTTED ON 24"x36" PAPER (ARCH D).
8. SHOULD EVIDENCE OF SUBSURFACE ARCHAEOLOGICAL OR HISTORIC PROPERTIES BE DISCOVERED DURING THE
COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL HALT CONSTRUCTION WITHIN 50 FT AND NOTIFY THE
OWNER, IHS ENGINEER, AND TRIBAL ARCHAEOLOGIST.
9. ALL WORK WITHIN THE RIGHT-OF-WAY OF A STREET, ROAD, HIGHWAY, SIDEWALK, TRAIL, OR OTHER PUBLIC
THOROUGHFARE, OR WORK WHICH REQUIRES ENCROACHMENT INTO THE RIGHT-OF-WAY OF A PUBLIC
THOROUGHFARE, SHALL INCORPORATE ADEQUATE SIGNS, BARRICADES, WARNING LIGHTS, AND FLAG MEN TO IN
ACCORDANCE WITH APPLICABLE PROCEDURES ESTABLISHED BY THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD), TO ENSURE THE PROTECTION OF THE WORK, EMPLOYEES, AND THE SAFETY OF THE PUBLIC.
REQUIRED TRAFFIC CONTROL WILL BE INCIDENTAL TO THE CONTRACT PRICE.
10. THE CONTRACTOR SHALL CONFINE HIS/HER WORK TO WITHIN THE CONSTRUCTION LIMITS AND/OR RIGHT-OF-WAY
TO PRESERVE EXISTING VEGETATION AND PRIVATE PROPERTY. OVERNIGHT PARKING OF CONTRACTOR'S
EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAY OPENINGS OF DESIGNATED TRAFFIC LANES. THE CONTRACTOR
SHALL SCHEDULE HIS TRENCHING INSTALLATION AND BACKFILL OPERATIONS SO THAT ACCESS TO ANY DRIVEWAY IS
NOT DISRUPTED LONGER THAN ONE WORKING DAY.
11. ALL WORK WITH THE RIGHT-OF-WAY OF A STREET, ROAD, HIGHWAY OR OTHER PUBLIC THOROUGHFARE SHALL
MEET THE COMPACTION REQUIREMENTS OF THE GOVERNING AUTHORITY.
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PUBLIC LAW 86-121
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SHEET
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OF
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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INDIAN HEALTH SERVICE
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801 VASSAR DR. NE
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ALBUQUERQUE, NM 87106
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(505) 248-4067
AutoCAD SHX Text 21083
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EXP. 12/31/2019
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GOAT SUMMIT SEWER MAIN EXTENSION
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MESCALERO, NM
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NOTES & LEGEND
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AL-19-B37
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S.YINGLING
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B.SHERER
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B.SHERER
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B.SHERER
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LEE KANSEAH
ANLYSS KANSEAH
ARYLIS A CHEE
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WATERMAIN EASEMENT - PARCEL "A"
ALL OF THE REAL PROPERTY SITUATED IN SECTION 7, T-13S, R-13E,
SECTIONS 1,2 AND 13, T-13S, R-12E AND A PORTION OF AN UNSURVEYED
PARCEL NOT INCLUDED IN THE DESCRIBED SECTIONS ABOVE, N.M.P.M,
OTERO COUNTY, NEW MEXICO, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
A 20 FOOT EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF A
SEWER MAIN AND ITS APPURTENANCES, BEING 10 FEET ON EITHER SIDE OF
THE FOLLOWING DESCRIBED CENTER LINE.
BEGINNING AT A POINT DESCRIBED AS PHOTO CONTROL POINT "PP-121",
COORDINATES BEING N=791,633.049, E=1,797,135.15
THENCE N 05° 53' 26" W A DISTANCE OF 18,571.86 FEET TO A POINT ON A LINE
BEING THE TRUE POINT OF BEGINNING OF PARCEL "A";
THENCE S 16° 40' 40" E A DISTANCE OF 202.37 FEET TO A POINT ON A LINE,
THENCE S 19° 43' 24" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 22° 46' 34" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 28° 50' 46" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 30° 25' 33" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 22° 49' 34" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 08° 51' 55" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 20° 00' 52" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 28° 24' 17" E A DISTANCE OF 200.00 FEET TO A POINT ON A LINE,
THENCE S 43° 11' 26" E A DISTANCE OF 380.00 FEET TO A POINT ON A LINE,
THENCE S 28° 10' 07" E A DISTANCE OF 300.00 FEET TO A POINT ON A LINE,
THENCE S 24° 29' 59" E A DISTANCE OF 250.00 FEET TO A POINT ON A LINE,
THENCE S 04° 21' 06" E A DISTANCE OF 280.00 FEET TO A POINT ON A LINE,
THENCE S 31° 22' 51" E A DISTANCE OF 200.00 FEET TO A POINT ON A LINE,
THENCE S 74° 36' 30" E A DISTANCE OF 230.00 FEET TO A POINT ON A LINE,
THENCE S 23° 44' 29" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 02° 16' 01" E A DISTANCE OF 150.00 FEET TO A POINT ON A LINE,
THENCE S 13° 59' 08" W A DISTANCE OF 290.00 FEET TO A POINT ON A LINE,
THENCE S 40° 09' 06" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 24° 05' 15" E A DISTANCE OF 200.00 FEET TO A POINT ON A LINE,
THENCE S 00° 35' 17" E A DISTANCE OF 300.00 FEET TO A POINT ON A LINE,
THENCE S 32° 16' 31" E A DISTANCE OF 160.00 FEET TO A POINT ON A LINE,
THENCE S 58° 07' 09" E A DISTANCE OF 180.00 FEET TO A POINT ON A LINE,
THENCE S 09° 38' 29" E A DISTANCE OF 200.00 FEET TO A POINT ON A LINE,
THENCE S 45° 29' 05" E A DISTANCE OF 200.00 FEET TO A POINT ON A LINE,
THENCE S 57° 11' 50" E A DISTANCE OF 240.00 FEET TO A POINT ON A LINE,
THENCE S 08° 24' 03" W A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 00° 15' 30" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 19° 16' 52" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 24° 26' 13" E A DISTANCE OF 200.00 FEET TO A POINT ON A LINE,
THENCE S 48° 54' 28" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 56° 54' 27" E A DISTANCE OF 310.00 FEET TO A POINT ON A LINE,
THENCE S 17° 42' 09" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 24° 03' 42" E A DISTANCE OF 160.00 FEET TO A POINT ON A LINE,
THENCE S 58° 31' 50" E A DISTANCE OF 150.00 FEET TO A POINT ON A LINE,
THENCE S 74° 03' 54" E A DISTANCE OF 180.00 FEET TO A POINT ON A LINE,
THENCE S 57° 25' 33" E A DISTANCE OF 220.00 FEET TO A POINT ON A LINE,
THENCE S 66° 42' 27" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 30° 49' 47" E A DISTANCE OF 210.00 FEET TO A POINT ON A LINE,
THENCE S 58° 27' 50" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 67° 57' 20" E A DISTANCE OF 150.00 FEET TO A POINT ON A LINE,
THENCE S 80° 29' 23" E A DISTANCE OF 200.00 FEET TO A POINT ON A LINE,
THENCE S 86° 58' 40" E A DISTANCE OF 280.00 FEET TO A POINT ON A LINE,
THENCE S 58° 45' 20" E A DISTANCE OF 250.00 FEET TO A POINT ON A LINE,
THENCE S 53° 16' 18" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 55° 54' 58" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 65° 06' 02" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 68° 25' 54" E A DISTANCE OF 400.00 FEET TO A POINT ON A LINE,
THENCE S 64° 46' 38" E A DISTANCE OF 210.00 FEET TO A POINT ON A LINE,
THENCE N 71° 37' 38" E A DISTANCE OF 38.96 FEET TO A POINT ON A LINE,
SAID POINT BEING THE END OF PARCEL "A".
PARCEL "A" HAS A TOTAL LENGTH OF 14,521.33 FEET AND A TOTAL AREA OF
6.6673 ACRES, MORE OR LESS.
ENGINEER'S AFFIDAVIT
I, BRADLEY K. SHERER DO HERE BY CERTIFY THAT I AM A
REGISTERED PROFESSIONAL ENGINEER, EMPLOYED BY THE
ALBUQUERQUE AREA INDIAN HEALTH SERVICE; THAT THE
SURVEY FOR THE WATER EASEMENT AS PER LEGAL
DESCRIPTION AND AS SHOWN ON THIS MAP WAS CONDUCTED
UNDER MY SUPERVISION AND THAT TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE THE SURVEY IS ACCURATELY
REPRESENTED.
BRADLEY K. SHERER, PE DATE
ACTING DISTRICT ENGINEER
APPROVAL OF EASEMENT
IN ACCORDANCE WITH THE MEMORANDUM OF AGREEMENT
OF JOINT PARTICIPATION FOR PROJECT AL-19-B37, EXECUTED
SEPTEMBER 9, 2019, THE DESCRIPTION FOR LOCATION OF
THE PROPOSED FACILITIES, AS SHOWN ON THESE DRAWINGS
IS ACCEPTABLE AND ALL SUCH LANDS DESCRIBED ARE
CERTIFIED AS TRIBAL LANDS HELD BY THE MESCALERO
APACHE TRIBE AND THAT SUCH LANDS ARE MADE AVAILABLE
TO THE INDIAN HEALTH SERVICE FOR USE IN ACCOMPLISHING
THIS SAID PROJECT.
PRESIDENT, MESCALERO APACHE TRIBE DATE
PRELIMINARY MAP OF DEFINITE LOCATION
N 05°53'26" W
18,571.86'
PHOTO CONTROL POINT
"PP-121"
N=791,633.049, E=1,797,135.15
TRUE POINT OF
BEGINNING PARCEL "A"
END OF PARCEL "A"
MESCALERO APACHE
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1 inch = ft.600
600 1200300
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PUBLIC LAW 86-121
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SHEET
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OF
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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INDIAN HEALTH SERVICE
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801 VASSAR DR. NE
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ALBUQUERQUE, NM 87106
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(505) 248-4067
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EXP. 12/31/2019
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GOAT SUMMIT SEWER MAIN EXTENSION
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MESCALERO, NM
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PRELIMINARY MAP OF DEFINITE LOCATION
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AL-19-B37
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S.YINGLING
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B.SHERER
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S 16°40'40" E 202.37'
S 19°43'24" E 400.00'
S 22°46'34" E 400.00'
S 28°50'46" E 400.00'
S 30°25'23" E 400.00'
S 22°49'34" E 400.00'
S 08°51'55" E 400.00'
S 20°00'52" E 400.00'
S 28°24'17" E 200.00'
S 28°10'07" E 300.00'
S 24°29'59" E 250.00'
S 04°21'06" E 280.00'
S 31°22'51" E 200.00'
S 74°36'30" E 230.00'
S 23°44'29" E 400.00'
S 02°16'01" E 150.00'
S 13°59'08" W 290.00'
S 40°09'06" E 400.00'
S 24°05'15" E 200.00'
TRUE POINT OF
BEGINNING PARCEL "A"
S 43°11'26" E 380.00'
MESCALERO APACHE SCHOOLS
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S 40°09'06" E 400.00'
S 24°05'15" E 200.00'
S 00°35'17" E 300.00'
S 32°16'31" E 160.00'
S 58°07'09" E 180.00'
S 09°38'29" E 200.00'
S 45°29'05" E 200.00'
S 57°11'50" E 240.00'
S 08°24'03" W 400.00'
S 00°15'30" E 400.00'
S 19°16'52" E 400.00'
S 24°26'13" E 200.00'
S 48°54'28" E 400.00'
S 56°54'27" E 310.00'
S 17°42'09" E 400.00'
S 24°03'42" E 160.00'
S 74°03'54" E 180.00'
S 58°31'50" E 150.00'
S 57°25'33" E 220.00'
S 66°42'27" E 400.00'
S 30°49'47" E 210.00'
WHITE MOUNTAIN DRIVE
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S 67°57'20" E 150.00'
S 80°29'43" E 200.00'
S 86°58'40" E 280.00'
S 58°45'20" E 250.00'
S 53°16'18" E 400.00'
S 55°54'58" E 400.00'
S 65°06'02" E 400.00'
S 68°25'54" E 400.00'
N 71°37'38" E 38.96'
S 64°46'38" E 210.00'
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801 VASSAR DR. NE
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(505) 248-4067
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INSTALL CONCRETE COLLAR WITH BRASS
CAP INDICATING "NORMALLY OPEN"
NEW 4-INCH PVC FORCE MAIN
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OF
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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INDIAN HEALTH SERVICE
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801 VASSAR DR. NE
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ALBUQUERQUE, NM 87106
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(505) 248-4067
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EXP. 12/31/2019
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GOAT SUMMIT SEWER MAIN EXTENSION
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MESCALERO, NM
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AL-19-B37
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SANITATION FACILITIES CONSTRUCTION
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INDIAN HEALTH SERVICE
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801 VASSAR DR. NE
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ALBUQUERQUE, NM 87106
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(505) 248-4067
AutoCAD SHX Text 21083
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EXP. 12/31/2019
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GOAT SUMMIT SEWER MAIN EXTENSION
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MESCALERO, NM
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AL-19-B37
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EXP. 12/31/2019
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PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
801 VASSAR DR. NE
AutoCAD SHX Text
ALBUQUERQUE, NM 87106
AutoCAD SHX Text
(505) 248-4067
AutoCAD SHX Text 21083
AutoCAD SHX Text
EXP. 12/31/2019
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GOAT SUMMIT SEWER MAIN EXTENSION
AutoCAD SHX Text
MESCALERO, NM
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
AL-19-B37
AutoCAD SHX Text
S.YINGLING
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text 71+00
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FILE NAME:
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LAYOUT NAME:
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REVISIONS
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INIT.
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CHECKED BY:
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PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
801 VASSAR DR. NE
AutoCAD SHX Text
ALBUQUERQUE, NM 87106
AutoCAD SHX Text
(505) 248-4067
AutoCAD SHX Text 21083
AutoCAD SHX Text
EXP. 12/31/2019
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GOAT SUMMIT SEWER MAIN EXTENSION
AutoCAD SHX Text
MESCALERO, NM
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
AL-19-B37
AutoCAD SHX Text
S.YINGLING
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
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B.SHERER
AutoCAD SHX Text 78+00
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310' OF 8" PVC @
0.74%
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MH-32
STA. 103+62
MH-33 (DROP)
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DATE
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REVISIONS
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INIT.
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
801 VASSAR DR. NE
AutoCAD SHX Text
ALBUQUERQUE, NM 87106
AutoCAD SHX Text
(505) 248-4067
AutoCAD SHX Text 21083
AutoCAD SHX Text
EXP. 12/31/2019
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GOAT SUMMIT SEWER MAIN EXTENSION
AutoCAD SHX Text
MESCALERO, NM
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
AL-19-B37
AutoCAD SHX Text
S.YINGLING
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text 92+00
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MH-35
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SCALE:
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FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
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INIT.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
801 VASSAR DR. NE
AutoCAD SHX Text
ALBUQUERQUE, NM 87106
AutoCAD SHX Text
(505) 248-4067
AutoCAD SHX Text 21083
AutoCAD SHX Text
EXP. 12/31/2019
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GOAT SUMMIT SEWER MAIN EXTENSION
AutoCAD SHX Text
MESCALERO, NM
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
AL-19-B37
AutoCAD SHX Text
S.YINGLING
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text 106+00
AutoCAD SHX Text
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8" P V
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1.22%
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MH-40
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MH-41
STA. 127+92
MH-42
STA. 129+42
MH-43 (DROP)
STA. 131+42
MH-44
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121+00
128+00
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( IN FEET )
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text 127+00
AutoCAD SHX Text 126+00
AutoCAD SHX Text 125+00
AutoCAD SHX Text 124+00
AutoCAD SHX Text 123+00
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AutoCAD SHX Text 128+00
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SCALE:
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FILE NAME:
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LAYOUT NAME:
AutoCAD SHX Text
DATE
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REVISIONS
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INIT.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
801 VASSAR DR. NE
AutoCAD SHX Text
ALBUQUERQUE, NM 87106
AutoCAD SHX Text
(505) 248-4067
AutoCAD SHX Text 21083
AutoCAD SHX Text
EXP. 12/31/2019
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GOAT SUMMIT SEWER MAIN EXTENSION
AutoCAD SHX Text
MESCALERO, NM
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
AL-19-B37
AutoCAD SHX Text
S.YINGLING
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text 120+00
AutoCAD SHX Text
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STA. 134+22
MH-45
STA. 136+72
MH-46
STA. 140+72
MH-47
STA. 144+72
8" PVC SEWER
P
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135+00 136+00
141+00
142+00
143+00
144+00
135+00 136+00
141+00
142+00
143+00
144+00
EX. 2" PVC
W
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HITE M
OUNTAIN DRIVE
S S
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TERM. CLEAN OUT
STA. 1+00
8" PVC SEWER
INSTALL 60 L.F.
16" STEEL CASING
INSTALL SINGLE CLEANOUT
NEW 346 LF OF 4-IN. PVC SSL
SSL SSL
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INSTALL DOUBLE CLEANOUT
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T E
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INSTALL 60 L.F.
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HORIZONTAL SCALE: 1:=50'
VERTICAL SCALE: 1"=10'
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( IN FEET )
1 inch = ft.50
50 10025
LOCATE EXISTING SEPTIC TANK, ABANDON IN PLACE
IN ACCORDANCE WITH TECHNICAL PROVISIONS
NEW DOUBLE CLEAN OUT
NEW 150 LF OF 4-IN. PVC SSL
NEW SERVICE WYE OR SADDLE
NEW SERVICE WYE OR SADDLE
LOCATE EXISTING SEPTIC TANK,
ABANDON IN PLACE IN
ACCORDANCE WITH TECHNICAL
PROVISIONS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text 141+00
AutoCAD SHX Text 140+00
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AutoCAD SHX Text 142+00
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SCALE:
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FILE NAME:
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LAYOUT NAME:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
801 VASSAR DR. NE
AutoCAD SHX Text
ALBUQUERQUE, NM 87106
AutoCAD SHX Text
(505) 248-4067
AutoCAD SHX Text 21083
AutoCAD SHX Text
EXP. 12/31/2019
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GOAT SUMMIT SEWER MAIN EXTENSION
AutoCAD SHX Text
MESCALERO, NM
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
AL-19-B37
AutoCAD SHX Text
S.YINGLING
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text
B.SHERER
AutoCAD SHX Text 134+00
AutoCAD SHX Text
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AutoCAD SHX Text
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400' OF 8" PVC @ 3.39%
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STA. 148+72
MH-49
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EXISTING MH-50
STA. 154+82
8" PVC SEW
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149+00
150+00
151+00
152+00
153+00
154+00
148+00
149+00
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151+00
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153+00
154+00
EX. 2" PVC WATER
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EX. 8" PVC
SEW
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WHITE MOUNTAIN DRIVE
H I G
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VERTICAL SCALE: 1"=10'
INDIAN H
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5-
M A
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( IN FEET )
1 inch = ft.50
50 10025
CONNECT TO EXISTING MANHOLE BY CORE
DRILL AND WATER TIGHT GROUT SEAL
CONNECT TO EXISTING MANHOLE BY CORE
DRILL AND WATER TIGHT GROUT SEAL
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AutoCAD SHX Text 155+00
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SCALE:
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FILE NAME:
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LAYOUT NAME:
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DATE
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REVISIONS
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INIT.
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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APPROVED BY:
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PUBLIC LAW 86-121
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SHEET
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OF
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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INDIAN HEALTH SERVICE
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801 VASSAR DR. NE
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ALBUQUERQUE, NM 87106
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(505) 248-4067
AutoCAD SHX Text 21083
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EXP. 12/31/2019
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GOAT SUMMIT SEWER MAIN EXTENSION
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MESCALERO, NM
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PLAN & PROFILE
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AL-19-B37
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S.YINGLING
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B.SHERER
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B.SHERER
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B.SHERER
AutoCAD SHX Text 148+00
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PLAN VIEW BAR PLACEMENT
SECTION A-A
STANDARD MANHOLE
NTS
6B
B
B
SECTION B-B
A A
TYPICAL TRENCH SECTION
NTS
1A
INVERT CONSTRUCTION DETAIL
NTS
6F
SEWERMAIN CLEANOUT
NTS
6G
CAST-IN-PLACE MANHOLE BASE OPTIONS
NTS
6H
SECTION A-A
CONCRETE ENCASEMENT DETAIL-SIDE VIEW
NTS
11B
A A
ROADWAY CROSSING BY OPEN CUT (ASPHALT
PATCH)
NTS
11C
ROADWAY CROSSING BY OPEN CUT (CONCRETE PATCH)
NTS
11D
DROP MANHOLE DETAIL - 2-1/2' TO 5'
NTS
2-INCH PVC TRACER WIRE
PORT WITH THREADED BRASS CAP
INDIAN H
EA
LT
H
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ERVICE
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5-
AutoCAD SHX Text NOTES: 1. WATERSTOP GASKET GROUTED INSIDE MANHOLE WATERSTOP GASKET GROUTED INSIDE MANHOLE WALL REQUIRED FOR PIPE CONNECTIONS. 2. CONE SHALL BE CENTERED ON THE SEWER LINE ON THE UPSTREAM SIDE OF THE MANHOLE.
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CONCRETE (PRECAST OR CIP)
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CONCRETE COLLAR
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ADJUSTMENT COLLAR ( USE AT LEAST ONE IN TRAFFIC AREAS, BUT NOT MORE THAT 12")
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PRECAST ECCENTRIC CONCRETE CONE
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WATERTIGHT SEAL AT ALL JOINTS
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5" MIN. PRECAST CONCRETE SECTIONS
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PIPE INVERT ELEVATION (IE)
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REINF. W/8 #4 PLACED AS SHOWN 2" COVER AT ENDS AND BOTTOM
AutoCAD SHX Text TWO COURSES OF ADJUSTMENT RINGS (A TOTAL OF 8") MAXIMUM IF REQUIRED FOR ADJUSTING TOP OF MANHOLE TO GRADE.
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CONCRETE COLLAR SHALL BE PRECAST OR FORMED IN PLACE
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GRADE
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FOR REINFORCING BAR PLACEMENT REFER TO PLAN VIEW BAR PLACEMENT DETAIL THIS SHEET
AutoCAD SHX Text 6" DEPTH FOR MANHOLES UP TO 48" IN DIAMETER, 8" DEPTH FOR MANHOLES OVER 48" DIAMETER.
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1"/FT. MIN 2"/FT MAX
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FLOW
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FLOW
AutoCAD SHX Text 90%%D
AutoCAD SHX Text NOTES: 1. SPECIAL IMPORTED BEDDING AND SPECIAL IMPORTED BEDDING AND HAUNCHING MATERIAL SHALL MEET THE CRITERIA OF THE UNIFIED SOILS CLASSIFICATION SYSTEM FOR GW, GP, SW OR SP SOILS. 2. ATTACH TRACER WIRE TO PIPE 3 TIMES ATTACH TRACER WIRE TO PIPE 3 TIMES PER 20' PIPE LENGTH, MINIMUM. 3. TRACER WIRE IS REQUIRED ON WATER TRACER WIRE IS REQUIRED ON WATER MAINS, WATER SERVICE LINES AND SEWER FORCE MAINS.
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CONDITIONS REQUIRING SPECIAL EMBEDMENT MATERIAL
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CONDITIONS NOT REQUIRING SPECIAL EMBEDMENT MATERIAL
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FINAL BACKFILL COMPACTED AS PER SPECIFICATIONS
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FINAL BACKFILL COMPACTED AS PER SPECIFICATIONS
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HAUNCHING (PLACED BY HAND AND COMPACTED TO 95% MIN. OF REFERENCE DENSITY)
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CONTROL OR POWER CABLES (IF ANY)
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BEDDING (COMPACT TO 95% OF REFERENCE DENSITY)
AutoCAD SHX Text BOTTOM 1/4 OF PIPE TO BEAR ON UNDISTURBED BOTTOM; FREE OF ROCK; PIPE NOT TO BE SUPPORTED BY BELLS
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CONTROL OR POWER CABLES (IF ANY)
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TRACER WIRE
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INITIAL BACKFILL COMPACT TO 85% MIN. OF REFERENCE OF REFERENCE DENSITY
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WARNING TAPE 18" BELOW SURFACE MAXIMUM
AutoCAD SHX Text NOTE: WATERSTOP GASKETS OR MANHOLE COUPLINGS MUST BE USED ON ALL LINES CONNECTING TO MANHOLES
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CONC. FILL
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CONC. FILL
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CONCRETE FILL
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CONCRETE BASE
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PRECAST CONCRETE MANHOLE WALLS
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WATERSTOP GASKETS OR MANHOLE COUPLINGS
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CONCRETE BASE
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CONCRETE FILL
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FLOW
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FLOW
AutoCAD SHX Text CLEANOUT FRAME & COVER EAST EAST JORDAN IRON WORKS, INC. PRODUCT NO. 00157804, CATALOG NO. 1578ZPT & 1578APT WITH LOCKING COVER OR WITH LOCKING COVER OR EQUAL
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COMPACTED BACKFILL OR UNDISTURBED EARTH
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1/8 BEND
AutoCAD SHX Text PIPE (SIZE SHOWN ON PLANS) TO BE LAID ON UNDISTURBED EARTH OR COMPACTED SELECT FILL
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CHERNE ORIGINAL GRIPPER PLUG OR EQUAL
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ELEVATION SHOWN ON PLANS TO THIS POINT
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STATION AND LENGTH SHOWN ON PLANS TO THIS LINE
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1/8 BEND
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PAVED STREETS & ALLEYS
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UNPAVED STREETS & ALLEYS
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USE FORM THAT MATCHES MANHOLE SECTION TO FORM KEYED BASE JOINT
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CAST-IN-PLACE CONCRETE BASE (TYP)
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PRE-CAST MANHOLE SECTION (TYP)
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RAM-NEK SEAL, OR EQUAL (TYP)
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REINFORCED CONCRETE WITH WELDED WIRE MESH WELDED WIRE MESH 6 X 6-W1.4 X W1.4
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CONCRETE SLURRY PER SPECIFICATIONS
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PAVEMENT SURFACE
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BEDDING
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6"X6" WIRE MESH REINFORCING WITH WELDED WIRE MESH 6 X 6-W1.4 X W1.4
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D.I. PIPE
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CONCRETE ENCASEMENT
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CONCRETE ENCASEMENT
AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL PLACE CONTRACTOR SHALL PLACE CONCRETE SLURRY IN A MANNER SUCH THAT THE PIPE DOESN'T FLOAT BY THE BUOYANCY FORCE OF THE SLURRY. 2. CUTS SHALL BE MADE WITH A CUTS SHALL BE MADE WITH A CUTTING WHEEL OR A PNEUMATIC PAVEMENT CUTTER. 3. PAVEMENT CUTS SHALL BE CLEAN, PAVEMENT CUTS SHALL BE CLEAN, VERTICAL & STRAIGHT. 4. IRREGULAR BREAKAGES SHALL BE IRREGULAR BREAKAGES SHALL BE REPLACED. 5. SEE PLAN FOR LIMITS OF SEE PLAN FOR LIMITS OF PAVEMENT REMOVAL. 6. INDIVIDUAL UTILITY PERMIT SHALL INDIVIDUAL UTILITY PERMIT SHALL GOVERN IN CASES WHERE IT DIFFERS FROM DETAILS ON THIS SHEET
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STEEL CASING PIPE
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WOOD OR PLASTIC SKIDS
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TRACER WIRE
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CARRIER PIPE
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MECHANICAL RESTRAINED JOINTS REQUIRED ON ALL JOINTS INSIDE CASING
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TACK COAT
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SAW-CUT EDGES STRAIGHT & CLEAN (BOTH SIDES)
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3'' MIN. ASPHALT PATCH
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CONCRETE SLURRY PER SPECIFICATIONS
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PAVEMENT SURFACE
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BEDDING
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STEEL CASING PIPE
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WOOD OR PLASTIC SKIDS
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TRACER WIRE
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CARRIER PIPE
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MECHANICAL RESTRAINED JOINTS REQUIRED ON ALL JOINTS INSIDE CASING
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TACK COAT
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SAW-CUT EDGES STRAIGHT & CLEAN (BOTH SIDES)
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#4 @ 12" EACH WAY
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BROOM FINISH
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6"-3000 PSI CONCRETE
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D.I. PIPE
"Y"
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MANHOLE WALL
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PIPE STUB
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SEWER MAIN
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FLOW
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CLASS "C" CONCRETE WIDTH OF TRENCH
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FILL CONCRETE TO SPRING LINE
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MANHOLE BASE
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TOP OF OUTLET PIPE
AutoCAD SHX Text PLUG VALVE INSTALLATION INSTRUCTIONS: INSTALL VALVE SO THAT FLOW ENTERS AT END LABELED 'SEAT END'. ORIENT VALVE SO THAT PLUG ROTATES UP 90 TO OPEN UP 90 TO OPEN 90° TO OPEN(TO PREVENT SEDIMENT STICKING TO VALVE)
AutoCAD SHX Text STAMPABLE ALUMINUM OR BRASS CAP (ARROW AND DISTANCE TO CENTER OF VALVE BOX STAMPED ON CAP BY THE CONTRACTOR)
AutoCAD SHX Text AN ARROW SHALL BE SCORED IN THE FORMED CONC. COLLAR INDICATING DIRECTION(S) & SIZE OF PIPE(S). BRASS CAP N.C. FOR NORMALLY CLOSED VALVES
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GROUND SURFACE
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2' DIA. X 4" THICK FORMED CONCRETE COLLAR W/ #4 REBAR, BOTH WAYS
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PLUG VALVE
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#4 REBAR
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ADJUSTABLE THREADED TYPE VALVE BOX
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SOLID CONCRETE BLOCK
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MARKER POST, 1 REQ'D PER VALVE, 2-1/2"CONC. FILLED STEEL PIPE PAINTED YELLOW
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LOCKING COVER
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DEBRIS PLUG
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PLUG VALVE W/ BOX & MARKER POST DETAIL
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NTS
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SCALE:
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FILE NAME:
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LAYOUT NAME:
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DATE
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REVISIONS
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INIT.
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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APPROVED BY:
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PUBLIC LAW 86-121
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SHEET
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OF
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OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
INDIAN HEALTH SERVICE
AutoCAD SHX Text
801 VASSAR DR. NE
AutoCAD SHX Text
ALBUQUERQUE, NM 87106
AutoCAD SHX Text
(505) 248-4067
AutoCAD SHX Text 21083
AutoCAD SHX Text
EXP. 12/31/2019
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AutoCAD SHX Text
AutoCAD SHX Text
GOAT SUMMIT SEWER MAIN EXTENSION
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MESCALERO, NM
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DETAILS
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AL-19-B37
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S.YINGLING
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B.SHERER
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B.SHERER
| Sheets and Views |
| AL-19-B37 - THIS WORKS-01 - COVER |
| AL-19-B37 - THIS WORKS-02 - Notes and Legend |
| AL-19-B37 - THIS WORKS-03 - MODL-1 |
| AL-19-B37 - THIS WORKS-04 - MODL-2 |
| AL-19-B37 - THIS WORKS-05 - SHEET INDEX |
| AL-19-B37 - THIS WORKS-06 - P&P-1 |
| AL-19-B37 - THIS WORKS-07 - P&P-2 |
| AL-19-B37 - THIS WORKS-08 - P&P-3 |
| AL-19-B37 - THIS WORKS-09 - P&P-4 |
| AL-19-B37 - THIS WORKS-10 - P&P-5 |
| AL-19-B37 - THIS WORKS-11 - P&P-6 |
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