240610_NEW_SUNSHINE_CIVIL_SET_-_PM_(1).pdf
PDF 9 MB Posted
- Attached to
- New Sunshine Substation Site Preparation Specifications (Civil Grading & Drainage Phase) Re-Bid
- Solicitation number
- 2025-ITB-009
- Issued by
- Pierce County, New Mexico
About this file
This document is a comprehensive civil engineering bid set for the New Sunshine Substation project by the City of Gallup Electric Utilities Department in Gallup, New Mexico. The bid package, issued on 06/07/24 and marked "NOT FOR CONSTRUCTION", includes multiple technical drawings and specifications covering site survey, layout, grading, drainage, staking, and miscellaneous civil engineering details for the new electrical substation. The document provides extensive technical information including site location maps, topographical surveys, cross-sections, storm water management plans, and detailed infrastructure design specifications.
The bid set encompasses several key technical components, including site grading and drainage plans, civil infrastructure details, storm water management strategies, and specific engineering drawings for site preparation. The drawings indicate a comprehensive approach to site development, with detailed considerations for terrain, water management, and infrastructure integration. While specific pricing and bidding parameters are not explicitly detailed in the provided images, the technical complexity suggests a significant civil engineering project requiring specialized expertise in utility infrastructure development. The documents are prepared by T&D Services and are structured to provide potential contractors with a comprehensive technical overview of the project requirements and site conditions.
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ISSUED FOR BID - NOT FOR CONSTRUCTION
06/07/24
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CITY OF GALLUP/ELECTRIC UTILITIES DEPARTMENT
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GALLUP, NEW MEXICO
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NEW SUNSHINE SUBSTATION CIVIL
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UTILITIES
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AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Consulting Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text Ph. 505-344-4234
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INCLUDED WITH SUBMITTAL
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POI# 095558
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ELEC.
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SS-C05
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SS-C04
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SS-C01
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GENERAL CIVIL NOTES
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DESCRIPTION
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SS-C06
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SS-C07
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SS-C09
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SS-C10
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SURVEY CONTROL PLAN
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SS-C02
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SS-C12
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SS-C11
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SS-C08
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SS-C03
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SITE LAYOUT PLAN
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SITE GRADING & DRAINAGE PLAN
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CIVIL GRADING - CROSS SECTIONS
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SITE STAKING PLAN
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STAKING POINTS TABLES
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LINE & CURVE TABLES
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STORM WATER PLAN & PROFILE
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MISCELLANEOUS DETAILS
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DRAINAGE CHANNEL DETAIL
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RETENTION POND GRADING
AutoCAD SHX Text ADDRESS: 949 GOMEZ DR. GALLUP, NM 87301 DIRECTIONS: FROM I40, HEAD NORTH ON NM491 TO MALONEY AVE., TURN RIGHT AND PROCEED EAST TO MARGUERITE FRANCO DR. TURN DR. TURN LEFT AND PROCEED NORTH TO E. WILSON AVE. TURN RIGHT AND FOLLOW THE ROAD AS IT TURNS BACK TO THE NORTH AND BECOMES GOMEZ DR. PROCEED NORTH UNTIL YOU ARRIVE AT THE GATE.
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LAT: 35 32'30.45"N 35°32'30.45"NLON: -108 43'47.12"W-108°43'47.12"W
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STATION LOCATION
EXISTING BUILDING LINE PROJECT BOUNDARY LINE EXISTING EDGE OF PAVEMENT EXISTING CENTER LINE OF ROAD EXISTING EDGE OF DIRT ROAD EXISTING SIDEWALK EXISTING FENCE LINE EXISTING PRIMARY OVERHEAD ELECTRIC LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING PRIMARY UNDERGROUND ELECTRIC LINE EXISTING SECONDARY UNDERGROUND ELECTRIC EXISTING MP OVERHEAD ELECTRIC LINE EXISTING WT OVERHEAD ELECTRIC LINE EXISTING WATER LINE EXISTING CHILLED WATER LINE EXISTING GAS LINE EXISTING SANITARY SEWER LINE EXISTING STORM DRAIN LINE EXISTING SANITARY SEWER FORCE MAIN LINE ABANDONED UTILITY LINES GRADING LIMITS CLEAR & GRUB LIMITS SLOTTED CURB & GUTTER EDGE OF ROAD BOTTOM OF POND PROPOSED CHAIN LINK FENCE PROPOSED BLOCK WALL STORM DRAIN MANHOLE EXISTING SANITARY SEWER MANHOLE EXISTING POWER POLE EXISTING DOWN GUY EXISTING VALVE EXISTING COMMUNICATION MANHOLE EXISTING SEWER LIFT STATION EXISTING PAD MOUNTED SWITCH BOX EXISTING STORM DRAIN GRATE SPOT ELEVATION SURFACE ELEVATION/SUBGRADE ELEVATION DETAIL CALL OUT SLOPE ARROW SECTION SLOPE PERCENTAGE ARROW INFRASTRUCTURE BEING REMOVED 4" ASPHALT PAVEMENT BASE COURSE 12" COMPACTED SUBGRADE 5" CRUSHED ROCK WIRE ENCLOSED RIP RAP DUMPED RIP RAP SIGN STORM WATER FLOW ARROW DIMENSION LEFT FRONT WHEEL DRIVE PATH RIGHT REAR WHEEL DRIVE PATH
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LEGEND
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ABBREVIATIONS:
AutoCAD SHX Text BOP BEGINNING OF PROJECT BEGINNING OF PROJECT BLDG BUILDING BUILDING CENTERLINE CENTERLINE CTRL CONTROL CONTROL CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE EG EXISTING GROUND EXISTING GROUND E EASTING EASTING EL ELEVATION ELEVATION EOA EDGE OF ASPHALT EDGE OF ASPHALT EOP END OF PROJECT END OF PROJECT EXIST EXISTING EXISTING FO FIBER OPTICS FIBER OPTICS HORZ HORIZONTAL HORIZONTAL MIN MINIMUM MINIMUM N NORTHING NORTHING OC ON CENTER ON CENTER NIC NOT IN CONTRACT NOT IN CONTRACT ROW RIGHT OF WAY RIGHT OF WAY SF SQUARE FEET SQUARE FEET STA STATION STATION STD STANDARD DRAWING STANDARD DRAWING STL STEEL STEEL SY SQUARE YARD SQUARE YARD SWGR SWTICHGEAR SWTICHGEAR T1 TRANSFORMER 1 TRANSFORMER 1 T2 TRANSFORMER 2 TRANSFORMER 2 TRM TURF REINFORCEMENT MAT TURF REINFORCEMENT MAT TYP TYPICAL TYPICAL
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1. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS WHICH APPLY TO THE THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS. 2. THE CONTRACTOR SHALL NOT INSTALL ITEMS AS SHOWN ON THESE PLANS WHEN FIELD CONDITIONS ARE DIFFERENT THE CONTRACTOR SHALL NOT INSTALL ITEMS AS SHOWN ON THESE PLANS WHEN FIELD CONDITIONS ARE DIFFERENT THAN SHOWN IN THE PLANS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. 3. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL OBSTRUCTIONS WITH POTENTIAL TO CHANGE THE ALIGNMENT. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER SO THAT THE CONFLICT CAN BE RESOLVED WITH MINIMAL DELAY. 4. THE CONTRACTOR SHALL PROVIDE INGRESS AND EGRESS TO LOCAL FACILITIES FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE INGRESS AND EGRESS TO LOCAL FACILITIES FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL ADVISE OF AND SCHEDULE ACCESS CLOSURES, AT LEAST 48 HOURS IN ADVANCE, WITH PROPERTY OWNERS. 5. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS-BUILT PLANS FOR THE PROJECT, PROMPTLY THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS-BUILT PLANS FOR THE PROJECT, PROMPTLY RECORDING DATA, INCLUDING HORIZONTAL AND VERTICAL LOCATION, FOR ALL UTILITY LINES AND ACCESSORIES. THESE PLANS SHALL BE KEPT CURRENT AND AT THE PROJECT SITE AT ALL TIMES AND SHALL BE AVAILABLE TO THE OWNER AT ANY TIME DURING CONSTRUCTION AND WILL BE CHECKED BY THE ENGINEER FOR ACCURACY AND COMPLETENESS 6. CONTRACTOR SHALL VERIFY EXISTING SIZE AND PIPE MATERIAL TYPE AT ALL POINTS OF CONNECTION TO EXISTING CONTRACTOR SHALL VERIFY EXISTING SIZE AND PIPE MATERIAL TYPE AT ALL POINTS OF CONNECTION TO EXISTING UTILITY LINES PRIOR TO CONSTRUCTION. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT THE CONFLICT CAN BE RESOLVED WITH MINIMAL DELAY. 7. CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 4 DAYS AND NOT MORE THAN 7 DAYS IN ADVANCE OF WORKING CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 4 DAYS AND NOT MORE THAN 7 DAYS IN ADVANCE OF WORKING ON ANY ROAD.
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DIMENSIONS:
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CONSTRUCTION LIMITS:
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1. CONTRACTOR SHALL WORK WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. EQUIPMENT TRAFFIC CONTRACTOR SHALL WORK WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. EQUIPMENT TRAFFIC OUTSIDE THESE LIMITS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER. 2. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES WITHIN ADJACENT RIGHT-OF-WAYS OR WITHIN PROPERTY NOT PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES WITHIN ADJACENT RIGHT-OF-WAYS OR WITHIN PROPERTY NOT OWNED BY THE OWNER OF THE PROJECT SITE, THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PERMISSIONS IN WRITING.
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EROSION CONTROL AND ENVIRONMENTAL PROTECTION:
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1. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND FEDERAL DUST AND EROSION CONTROL REGULATIONS. THE THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND FEDERAL DUST AND EROSION CONTROL REGULATIONS. THE CONTRACTOR SHALL PREPARE AND OBTAIN ANY DUST CONTROL OR EROSION CONTROL PERMITS FROM THE REGULATORY AGENCIES. 2. THE CONTRACTOR SHALL SECURE NPDES PERMITS REQUIRED BY APPLICABLE LOCAL, STATE, AND FEDERAL THE CONTRACTOR SHALL SECURE NPDES PERMITS REQUIRED BY APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 3. THE CONTRACTOR SHALL INSTALL ANY TEMPORARY DRAINAGE CONTROL MEASURES NECESSARY TO SAFELY CONVEY THE CONTRACTOR SHALL INSTALL ANY TEMPORARY DRAINAGE CONTROL MEASURES NECESSARY TO SAFELY CONVEY STORM WATER RUNOFF TO EXISTING OUTFALLS. CONTRACTOR SHALL ENSURE THAT NO SOIL ERODES FROM THE SITE ONTO ADJACENT PROPERTY BY CONSTRUCTION OF TEMPORARY EROSION CONTROL BERMS AT THE PROPERTY LINES (OR LIMITS OF CONSTRUCTION IF DESIGNATED) AND WETTING SOIL TO PREVENT IT FROM BLOWING. ANY DAMAGE TO PRIVATE PROPERTY OR IMPROVEMENTS CONSTRUCTED BY THE CONTRACTOR RESULTING FROM STORM WATER FLOWS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANUP AND REPORTING OF SPILLS OF HAZARDOUS MATERIALS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANUP AND REPORTING OF SPILLS OF HAZARDOUS MATERIALS ASSOCIATED WITH THE CONSTRUCTION SITE. HAZARDOUS MATERIALS, INCLUDES GASOLINE, DIESEL FUEL, MOTOR OIL, SOLVENTS, CHEMICALS, PAINT, ETC. WHICH MAY BE A THREAT TO THE ENVIRONMENT. THE CONTRACTOR SHALL REPORT THE DISCOVERY OF PAST OR PRESENT SPILLS TO THE ENVIRONMENT DEPT. AT (505) 219-6157. 5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS CONCERNING SURFACE AND UNDERGROUND THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS CONCERNING SURFACE AND UNDERGROUND WATER, CONTACT WITH SURFACE WATER BY CONSTRUCTION EQUIPMENT AND PERSONNEL SHALL BE MINIMIZED, EQUIPMENT MAINTENANCE AND REFUELING OPERATIONS SHALL BE PERFORMED IN AN ENVIRONMENTALLY SAFE MANNER IN COMPLIANCE WITH GOVERNMENT REGULATIONS. 6. THE CONTRACTOR SHALL IMPLEMENT CONTROL MEASURES AS IDENTIFIED IN THE PROJECT SWPPP. THE CONTRACTOR SHALL IMPLEMENT CONTROL MEASURES AS IDENTIFIED IN THE PROJECT SWPPP. 7. ALL SLOPES STEEPER THAN 1V:3H SHALL HAVE TURF REINFORCEMENT MATS INSTALLED TO THE EXTENT OF THE ALL SLOPES STEEPER THAN 1V:3H SHALL HAVE TURF REINFORCEMENT MATS INSTALLED TO THE EXTENT OF THE EXCAVATION AND BACKFILL.
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1. CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, LOCAL, LAWS, ORDINANCES AND REGULATIONS CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, LOCAL, LAWS, ORDINANCES AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY OF ALL WORK, INCLUDING WORK WITHIN TRENCHES, SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY OF ALL WORK, INCLUDING WORK WITHIN TRENCHES, SHALL BE IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). 3. CONTRACTOR SHALL TAKE NECESSARY SAFETY PRECAUTIONS AS REQUIRED BY FEDERAL, STATE AND LOCAL CONTRACTOR SHALL TAKE NECESSARY SAFETY PRECAUTIONS AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES TO PROTECT PEDESTRIAN AND VEHICULAR TRAFFIC IN THE CONSTRUCTION AREA, WHICH INCLUDE BUT ARE NOT LIMITED TO: MAINTAINING ADEQUATE WARNING SIGNS, BARRICADES, LIGHTS, GUARD FENCES, WALKS AND BRIDGES. 4. CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNAGE AT ALL TIMES AND SHALL VERIFY THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNAGE AT ALL TIMES AND SHALL VERIFY THE PROPER LOCATION OF ALL BARRICADING AT THE BEGINNING AND END OF EACH DAY. 5. ALL EXCAVATION, TRENCHING, AND SHORING ACTIVITIES SHALL BE CARRIED OUT IN ACCORDANCE WITH OSHA 29 CFR ALL EXCAVATION, TRENCHING, AND SHORING ACTIVITIES SHALL BE CARRIED OUT IN ACCORDANCE WITH OSHA 29 CFR 1926.650 SUBPART P AS A MINIMUM STANDARD.
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SAFETY:
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CONCRETE:
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1. CONTRACTOR SHALL UTILIZE 4,000 PSI STRUCTURAL CONCRETE UNLESS OTHERWISE NOTED IN PLANS OR CONTRACTOR SHALL UTILIZE 4,000 PSI STRUCTURAL CONCRETE UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS. 2. ALL REINFORCING STEEL TO BE GRADE 60 UNLESS OTHERWISE NOTED. ALL REINFORCING STEEL TO BE GRADE 60 UNLESS OTHERWISE NOTED. 3. ALL EXPOSED EDGES ON CAST-IN-PLACE CONCRETE STRUCTURES SHALL HAVE A " CHAMFER UNLESS OTHERWISE ALL EXPOSED EDGES ON CAST-IN-PLACE CONCRETE STRUCTURES SHALL HAVE A " CHAMFER UNLESS OTHERWISE 34" CHAMFER UNLESS OTHERWISE NOTED.
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1. CONTRACTOR SHALL INSPECT ALL TRENCH EXCAVATIONS DAILY AND WHENEVER A CHANGE OF CONDITIONS OCCURS IN CONTRACTOR SHALL INSPECT ALL TRENCH EXCAVATIONS DAILY AND WHENEVER A CHANGE OF CONDITIONS OCCURS IN ACCORDANCE WITH OSHA GUIDELINES. AT MINIMUM, INSPECTION OF TRENCH EXCAVATIONS SHALL INCLUDE: A) INSPECTION OF THE SIDE OF THE OPENED EXCAVATION AND SUBSURFACE AREA ADJACENT TO THE EXCAVATION FOR THE OCCURRENCE OF TENSION CRACKS, SOIL SPALL, OR OTHER EVIDENCE OF SOIL MOVEMENT. B) INSPECTION OF THE AREA AROUND THE EXCAVATION AND THE EXCAVATION ITSELF FOR EVIDENCE OF EXISTING UTILITIES AND PREVIOUSLY DISTURBED SOILS. C) INSPECTION OF THE EXCAVATION AND AREAS ADJACENT TO THE EXCAVATION FOR THE PRESENCE OF WATER SEEPING INTO THE EXCAVATION, SURFACE WATER AND THE LEVEL OF THE EXISTING WATER TABLE.
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INSPECTION AND TESTING:
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1. ALL STATIONING AND ELEVATIONS SHOWN ARE TO THE CENTERLINE OF PIPELINE OR POWERLINE, UNLESS OTHERWISE ALL STATIONING AND ELEVATIONS SHOWN ARE TO THE CENTERLINE OF PIPELINE OR POWERLINE, UNLESS OTHERWISE NOTED. 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
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1. ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES SHOWN ON THE PLANS ARE SHOWN IN AN ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES SHOWN ON THE PLANS ARE SHOWN IN AN APPROXIMATE LOCATION ONLY BASED ON THE INFORMATION PROVIDED TO THE ENGINEER BY OTHERS THAT MAY BE INACCURATE OR INCOMPLETE. ADDITIONALLY, UNDERGROUND LINES MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITY LINE, PIPELINE, OR UNDERGROUND UTILITY LINE IN OR NEAR THE AREA OF THE WORK. ANY DAMAGE TO ANY OTHER UTILITIES OR COLLATERAL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL CONTACT NM 811 AT LEAST SEVEN (7) WORKING DAYS BEFORE BEGINNING CONSTRUCTION. CONTRACTOR SHALL CONTACT NM 811 AT LEAST SEVEN (7) WORKING DAYS BEFORE BEGINNING CONSTRUCTION. AFTER THE UTILITIES ARE SPOTTED, THE CONTRACTOR SHALL EXPOSE ALL PERTINENT UTILITIES TO VERIFY THEIR VERTICAL AND HORIZONTAL LOCATION. IF A CONFLICT EXISTS BETWEEN EXISTING UTILITIES AND PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED WITH MINIMAL DELAY. 3. CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DISTURBING ANY EXISTING UTILITIES, ABOVE OR BELOW GROUND. CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DISTURBING ANY EXISTING UTILITIES, ABOVE OR BELOW GROUND. UTILITIES THAT ARE DAMAGED BY CARELESS CONSTRUCTION SHALL BE REPAIRED OR REPLACED. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO PREVENT DISRUPTION TO SERVICE. 4. ALL UTILITY LINES NOT SPECIFICALLY DESIGNATED TO BE REMOVED AND REPLACED ON THE PLANS, SHALL BE ALL UTILITY LINES NOT SPECIFICALLY DESIGNATED TO BE REMOVED AND REPLACED ON THE PLANS, SHALL BE MAINTAINED IN SERVICE. SHORING, SHEETING AND OTHER MEANS OF SUPPORT SHALL BE EMPLOYED BY THE CONTRACTOR TO PREVENT DAMAGE OR LOSS OF THESE EXISTING UTILITIES. BEAM AND CABLE OR OTHER ADEQUATE SUPPORTS SHALL BE USED FOR TEMPORARY SUPPORT OF ALL UTILITY LINES AS NECESSARY. 5. CONTRACTOR SHALL COORDINATE WITH PERTINENT UTILITY COMPANIES OF ALL EXISTING UTILITY LINES AND CONTRACTOR SHALL COORDINATE WITH PERTINENT UTILITY COMPANIES OF ALL EXISTING UTILITY LINES AND APPURTENANCES ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND FIELD VERIFY THE HORIZONTAL AND VERTICAL PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL CONFLICTING UTILITIES. SHOULD A CONFLICT EXIST BETWEEN THE FIELD INFORMATION AND THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH MINIMUM DELAY. 7. CONTRACTOR SHALL COORDINATE ANY REQUIRED UTILITY INTERRUPTIONS WITH LANS, A MINIMUM OF THREE WORKING CONTRACTOR SHALL COORDINATE ANY REQUIRED UTILITY INTERRUPTIONS WITH LANS, A MINIMUM OF THREE WORKING DAYS BEFORE THE INTERRUPTION.
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GENERAL UTILITIES:
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EXCAVATION, BACKFILL & EARTHWORK:
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1. A GEOTECHNICAL INVESTIGATION WAS CONDUCTED FOR THIS PROJECT AND IS AVAILABLE FROM THE ENGINEER. A GEOTECHNICAL INVESTIGATION WAS CONDUCTED FOR THIS PROJECT AND IS AVAILABLE FROM THE ENGINEER. NEITHER THE ENGINEER NOR THE OWNER ASSUMES RESPONSIBILITY FOR THE COMPLETENESS OR INTERPRETATION OF SUCH SUPPLEMENTAL INFORMATION. ALL EARTHWORK SHALL CONFORM WITH RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL INVESTIGATION. 2. ALL EXCAVATION WILL BE GOVERNED BY FEDERAL, STATE AND LOCAL LAWS, RULES, AND REGULATIONS CONCERNING ALL EXCAVATION WILL BE GOVERNED BY FEDERAL, STATE AND LOCAL LAWS, RULES, AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH. 3. FOR PIPELINE TRENCH EXCAVATION, CONTRACTOR SHALL COMPLY WITH THE OSHA REGULATIONS STANDARD NO. 1926. FOR PIPELINE TRENCH EXCAVATION, CONTRACTOR SHALL COMPLY WITH THE OSHA REGULATIONS STANDARD NO. 1926. TRENCH SUPPORT AND TEMPORARY SHORING SHALL BE REQUIRED FOR PROTECTION OF LIFE AND LIMB DURING TRANSMISSION PIPELINE CONSTRUCTION TO SATISFY CONSTRAINTS IDENTIFIED IN THE DRAWINGS FOR LIMITS OF DISTURBANCE, PROTECTION OF EXISTING UTILITIES, TRAFFIC CONTROL, ETC. AND SHALL BE DESIGNED BY CONTRACTOR IN ACCORDANCE WITH OSHA STANDARDS. 4. MINIMUM BOTTOM WIDTH OF TRENCHES FOR RIGID AND NON-RIGID PIPE SHALL BE AS SHOWN IN THE TRENCH MINIMUM BOTTOM WIDTH OF TRENCHES FOR RIGID AND NON-RIGID PIPE SHALL BE AS SHOWN IN THE TRENCH DETAIL. 5. ALL TRENCH EXCAVATION BACKFILL WITHIN THE ROADWAY PRISM SHALL BE COMPACTED TO 95% OF THE MODIFIED ALL TRENCH EXCAVATION BACKFILL WITHIN THE ROADWAY PRISM SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR PER ASTM OR D-1557. 6. CONTRACTOR SHALL UTILIZE FLOWABLE FILL (LEAN FILL, CLSM) WHEREVER BACKFILL MATERIAL CANNOT BE PLACED CONTRACTOR SHALL UTILIZE FLOWABLE FILL (LEAN FILL, CLSM) WHEREVER BACKFILL MATERIAL CANNOT BE PLACED AND COMPACTED BETWEEN THE NEW UTILITY AND EXISTING UTILITIES OR IF THE VERTICAL SEPARATION BETWEEN THE NEW UTILITY AND EXISTING UTILITY IS LESS THAN 12-INCHES. CONTRACTOR SHALL OBTAIN APPROVAL FOR FLOWABLE FILL FROM THE ENGINEER.
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GENERAL NOTES:
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NTS
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NEW SUNSHINE SUBSTATION
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GENERAL CIVIL NOTES
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NM
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SS-C01
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AutoCAD SHX Text A
AutoCAD SHX Text 03/22/24
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KWA
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90% DESIGN FOR REVIEW
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AutoCAD SHX Text 06/07/24
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KWA
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ISSUED FOR BID
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LWB
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SLK
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KWA
AutoCAD SHX Text 02/28/2024
AutoCAD SHX Text 220011
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CITY OF GALLUP
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ELECTRIC UTILITIES DEPARTMENT
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GALLUP, NM
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DWN:
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CKD:
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APVD:
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DATE:
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JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
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SEQ #
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SCALE
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DWG NAME
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DESCRIPTION
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DATE
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BY
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SHEET
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REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\CIVIL DESIGN\DRAWINGS\SS-C01.DWG LBERNLOEHR 6/10/2024 LBERNLOEHR 6/10/2024LBERNLOEHR 6/10/2024 6/10/20246/10/2024
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STATE
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B α
PE
ND
ING
PEN
DIN
G Feet
0 30 60
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NEW SUNSHINE SUBSTATION
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SURVEY CONTROL PLAN
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NM
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SS-C02
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AutoCAD SHX Text A
AutoCAD SHX Text 03/22/24
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KWA
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90% DESIGN FOR REVIEW
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AutoCAD SHX Text 06/07/24
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KWA
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ISSUED FOR BID
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LWB
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SLK
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KWA
AutoCAD SHX Text 02/28/2024
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CITY OF GALLUP
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ELECTRIC UTILITIES DEPARTMENT
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GALLUP, NM
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DWN:
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CKD:
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APVD:
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DATE:
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JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
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SEQ #
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DWG NAME
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DESCRIPTION
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DATE
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BY
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REV
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SHEET
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REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\CIVIL DESIGN\DRAWINGS\SS-C02.DWG LBERNLOEHR 6/10/2024 LBERNLOEHR 6/10/2024LBERNLOEHR 6/10/2024 6/10/20246/10/2024
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STATE
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NOTES:
AutoCAD SHX Text BASIS OF BEARING - Bearings shown hereon are based on the New Mexico State
AutoCAD SHX Text Plane Coordinate System, Central Zone, North American Datum of 1983
AutoCAD SHX Text Ground to Grid factor = 0.999552769365, AutoCAD SHX Text 1.
AutoCAD SHX Text = -00%%D02'25". All bearings are grid bearings, distances are ground distances.
AutoCAD SHX Text Field data for this project was obtained using Trimble dual frequency GPS receivers in RTK and Static Mode. Horizontal and vertical control calibration was generated from National Geodetic Survey's Online Positioning User Service (OPUS) with an observation at the base control point. The base control point 1 is a true State Plane Coordinate. Coordinates are NAD83, New Mexico State Plane, Central Zone, in US Survey feet. All other points and coordinates are ground coordinates related to the base control point. Elevations shown are NGVD29. These elevations were converted using a one point control at point A0308. All field work was completed by the field crews and supervised by Katherine Gallegos NMPLS No. 22500.
AutoCAD SHX Text
CONTROL POINTS TABLE
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POINT #
AutoCAD SHX Text
ROW DESCRIPTION
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ELEVATION
AutoCAD SHX Text
NORTHING
AutoCAD SHX Text
EASTING
AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR FINAL MAJOR CONTOUR FINAL MINOR CONTOUR WIRE TIED RIP RAP
AutoCAD SHX Text
LEGEND
GOMEZ DRIVE
Feet 0 30 60
AutoCAD SHX Text EXISTING BUILDING LINE PROJECT BOUNDARY LINE EXISTING EDGE OF PAVEMENT EXISTING CENTER LINE OF ROAD EXISTING EDGE OF DIRT ROAD FEATURE LINE EXISTING OVERHEAD ELECTRIC LINES GRADING LIMITS SPOT ELEVATION DETAIL CALL OUT SLOPE ARROW SECTION SLOPE PERCENTAGE ARROW WIRE TIED RIP RAP
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text 2:1
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text 35.50
AutoCAD SHX Text
2" FRACTURED FACE GRAVEL
AutoCAD SHX Text
4" BASE COURSE
AutoCAD SHX Text
3 TYP
AutoCAD SHX Text
AutoCAD SHX Text NATIVE SITE SOILS COMPACTED TO 95% MIN COMPACTION AT OPT. MOISTURE ±2%.ASTM D1557
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
VARIES %
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text
NEW SUNSHINE SUBSTATION
AutoCAD SHX Text
SITE LAYOUT PLAN
AutoCAD SHX Text
NM
AutoCAD SHX Text
SS-C03
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text 03/22/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
90% DESIGN FOR REVIEW
AutoCAD SHX Text B
AutoCAD SHX Text 06/07/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
LWB
AutoCAD SHX Text
SLK
AutoCAD SHX Text
KWA
AutoCAD SHX Text 02/28/2024
AutoCAD SHX Text 220011
AutoCAD SHX Text
CITY OF GALLUP
AutoCAD SHX Text
ELECTRIC UTILITIES DEPARTMENT
AutoCAD SHX Text
GALLUP, NM
AutoCAD SHX Text
DWN:
AutoCAD SHX Text
CKD:
AutoCAD SHX Text
APVD:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
AutoCAD SHX Text
SEQ #
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG NAME
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
REV
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SHEET
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REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\CIVIL DESIGN\DRAWINGS\SS-C03.DWG LBERNLOEHR 6/10/2024 LBERNLOEHR 6/10/2024LBERNLOEHR 6/10/2024 6/10/20246/10/2024
AutoCAD SHX Text
STATE
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text
EXISTING SITE SUBDIVISIONS
AutoCAD SHX Text
EXISTING TRACK
AutoCAD SHX Text
1' THICK WIRE ENCLOSED RIPRAP (CLASS A) SHT SS-C10
AutoCAD SHX Text
80' OF (2) 30" HDPE CULVERT
AutoCAD SHX Text
RIP RAP LINED INLET
AutoCAD SHX Text
NATURAL LINING V-DITCH
AutoCAD SHX Text
EXISTING TRACK
AutoCAD SHX Text
PAD EDGE
AutoCAD SHX Text
TRANSFORMER CONTAINMENT
AutoCAD SHX Text
TRANSFORMER CONTAINMENT
AutoCAD SHX Text
716 LF 8'+2 PERIMETER FENCE BY OTHERS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
DRIVE PATH
AutoCAD SHX Text 15.5' x 32' CTRL BLDG
AutoCAD SHX Text R 30'
AutoCAD SHX Text R 30'
AutoCAD SHX Text R 30'
AutoCAD SHX Text R 30'
AutoCAD SHX Text R 30'
AutoCAD SHX Text R 30'
AutoCAD SHX Text A
AutoCAD SHX Text
THIS PG
AutoCAD SHX Text
EXISTING TRANSMISSION LINE
AutoCAD SHX Text
20' SWING GATES
AutoCAD SHX Text
20' SWING GATES
AutoCAD SHX Text R 30'
AutoCAD SHX Text
EDGE OF ACCESS
AutoCAD SHX Text
1' THICK WIRE ENCLOSED RIP RAP (CLASS A) SEE DET A SHT SS-C10
AutoCAD SHX Text
CHECK DAM (SEE SS-C10)
AutoCAD SHX Text
CHECK DAM (SEE SS-C10)
AutoCAD SHX Text
NATURAL LINING V-DITCH
AutoCAD SHX Text
EXISTING CURB AND GUTTER
AutoCAD SHX Text
EXISTING CURB AND GUTTER
AutoCAD SHX Text
MATCH EXISTING ROAD ELEVATION
AutoCAD SHX Text
GOMEZ DRIVE
AutoCAD SHX Text
80' OF (2) 30" HDPE CULVERT
AutoCAD SHX Text
FEATURE LINE, TYP
NOTE: CONCEPTUAL STATION IMPROVEMENTS SHOWN BUT WILL BE INSTALLED BY OTHERS.
Feet 0 40 80
AutoCAD SHX Text EXISTING BUILDING LINE PROJECT BOUNDARY LINE EXISTING EDGE OF PAVEMENT EXISTING CENTER LINE OF ROAD EXISTING EDGE OF DIRT ROAD FEATURE LINE EXISTING OVERHEAD ELECTRIC LINES GRADING LIMITS SPOT ELEVATION DETAIL CALL OUT SLOPE ARROW SECTION SLOPE PERCENTAGE ARROW WIRE TIED RIP RAP
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text 2:1
AutoCAD SHX Text 2%
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text 35.50
AutoCAD SHX Text 1"=40'-0"
AutoCAD SHX Text
NEW SUNSHINE SUBSTATION
AutoCAD SHX Text
SITE GRADING & DRAINAGE PLAN
AutoCAD SHX Text
NM
AutoCAD SHX Text
SS-C04
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text 03/22/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
90% DESIGN FOR REVIEW
AutoCAD SHX Text B
AutoCAD SHX Text 06/07/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
LWB
AutoCAD SHX Text
SLK
AutoCAD SHX Text
KWA
AutoCAD SHX Text 02/28/2024
AutoCAD SHX Text 220011
AutoCAD SHX Text
CITY OF GALLUP
AutoCAD SHX Text
ELECTRIC UTILITIES DEPARTMENT
AutoCAD SHX Text
GALLUP, NM
AutoCAD SHX Text
DWN:
AutoCAD SHX Text
CKD:
AutoCAD SHX Text
APVD:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
AutoCAD SHX Text
SEQ #
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG NAME
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\CIVIL DESIGN\DRAWINGS\SS-C04.DWG LBERNLOEHR 6/10/2024 LBERNLOEHR 6/10/2024LBERNLOEHR 6/10/2024 6/10/20246/10/2024
AutoCAD SHX Text
STATE
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text
%%UGENERAL NOTES
AutoCAD SHX Text
EXCAVATION, BACKFILL & EARTHWORK:
AutoCAD SHX Text
1. A GEOTECHNICAL INVESTIGATION WAS CONDUCTED FOR THIS PROJECT A GEOTECHNICAL INVESTIGATION WAS CONDUCTED FOR THIS PROJECT AND IS AVAILABLE FROM THE ENGINEER. ALL EARTHWORK SHALL CONFORM WITH RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL INVESTIGATION. 2. ALL EXCAVATION WILL BE GOVERNED BY FEDERAL, STATE AND LOCAL ALL EXCAVATION WILL BE GOVERNED BY FEDERAL, STATE AND LOCAL LAWS, RULES, AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH. 3. ALL EXCAVATED MATERIAL MUST REMAIN ON SITE. NO MATERIAL SHALL ALL EXCAVATED MATERIAL MUST REMAIN ON SITE. NO MATERIAL SHALL BE REMOVED FROM THE SITE. 4. ALL EXCAVATION BACKFILL WITHIN THE SUBSTATION SITE SHALL BE ALL EXCAVATION BACKFILL WITHIN THE SUBSTATION SITE SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR PER ASTM OR D-1557. 5. ALL SLOPE 3:1 TO 2:1 SHALL INCLUDE TURF REINFORCEMENT MAT. ALL SLOPE 3:1 TO 2:1 SHALL INCLUDE TURF REINFORCEMENT MAT. 6. ALL SURVEY BENCHMARKS ARE AVAILABLE ON SURVEY CONTROL ALL SURVEY BENCHMARKS ARE AVAILABLE ON SURVEY CONTROL SHEET, SHEET SS-C02.
AutoCAD SHX Text
1. EARTHWORK QUANTITIES: EARTHWORK QUANTITIES: CUT: 2653 CUBIC YARDS 2653 CUBIC YARDS FILL: 2605 CUBIC YARDS 2605 CUBIC YARDS NET: 48 CUBIC YARDS CUT 48 CUBIC YARDS CUT RIP RAP: 160 CUBIC YARDS NET HAULAGE: 210 CUBIC YARDS 2. SHOWN VALUES QUANTITIES DO SHOWN VALUES QUANTITIES DO NOT INCLUDE SWELL OR SHRINK FACTORS
AutoCAD SHX Text
EXISTING TRANSMISSION LINE
AutoCAD SHX Text 4:1
AutoCAD SHX Text 2.5%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text B
AutoCAD SHX Text
SS-C05
AutoCAD SHX Text A
AutoCAD SHX Text
SS-C05
AutoCAD SHX Text .3%
AutoCAD SHX Text
SEE SHEET SS-C11 FOR DETAILS
AutoCAD SHX Text
PONDING AREA .05 AC-FT DETENTION SEE SS-C12 FOR DETAILS
AutoCAD SHX Text
SEE SHT SS-C09 FOR STORM WATER PLAN & PROFILE
AutoCAD SHX Text H:V
AutoCAD SHX Text
BASIN BOUNDARY
AutoCAD SHX Text
BASIN BOUNDARY
AutoCAD SHX Text
BASIN BOUNDARY
EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR FINAL MAJOR CONTOUR FINAL MINOR CONTOUR
DWN:
AutoCAD SHX Text
CKD:
AutoCAD SHX Text
APVD:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
AutoCAD SHX Text
SEQ #
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG NAME
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\CIVIL DESIGN\DRAWINGS\SS-C05.DWG LBERNLOEHR 6/10/2024 LBERNLOEHR 6/10/2024LBERNLOEHR 6/10/2024 6/10/20246/10/2024
AutoCAD SHX Text
STATE
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
NEW SUNSHINE SUBSTATION
AutoCAD SHX Text
CIVIL GRADING - CROSS SECTIONS
AutoCAD SHX Text
NM
AutoCAD SHX Text
SS-C05
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text 03/22/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
90% DESIGN FOR REVIEW
AutoCAD SHX Text B
AutoCAD SHX Text 06/07/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
LWB
AutoCAD SHX Text
SLK
AutoCAD SHX Text
KWA
AutoCAD SHX Text 02/28/2024
AutoCAD SHX Text 220011
AutoCAD SHX Text
CITY OF GALLUP
AutoCAD SHX Text
ELECTRIC UTILITIES DEPARTMENT
AutoCAD SHX Text
GALLUP, NM
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text
SS-C04
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE: H= 1" = 40'-0"
AutoCAD SHX Text V= 1" = 4'-0"
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SS-C04
AutoCAD SHX Text A
AutoCAD SHX Text
SCALE: H= 1" = 40'-0"
AutoCAD SHX Text V= 1" = 4'-0"
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text H:V
AutoCAD SHX Text H:V
AutoCAD SHX Text H:V
AutoCAD SHX Text 2.3%
AutoCAD SHX Text 7.8%
AutoCAD SHX Text
8'-2 PERIMETER FENCE (BY OTHERS)
AutoCAD SHX Text
8'-2 PERIMETER FENCE (BY OTHERS)
AutoCAD SHX Text
8'-2 PERIMETER FENCE (BY OTHERS)
AutoCAD SHX Text
8'-2 PERIMETER FENCE (BY OTHERS)
AutoCAD SHX Text
(2) 30" HDPE CUVERTS
AutoCAD SHX Text
TRANSITION AT EXISTING PAVEMENT
AutoCAD SHX Text 4:1
AutoCAD SHX Text 2:1
AutoCAD SHX Text 2:1
AutoCAD SHX Text 1.8%
AutoCAD SHX Text (2.7%)
AutoCAD SHX Text 3.2%
AutoCAD SHX Text 7.8%
AutoCAD SHX Text H:V
AutoCAD SHX Text H:V
AutoCAD SHX Text 4:1
4:1
ISSUED FOR BID - NOT FOR CONSTRUCTION
AutoCAD SHX Text
HW
AutoCAD SHX Text
DWN:
AutoCAD SHX Text
CKD:
AutoCAD SHX Text
APVD:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
AutoCAD SHX Text
SEQ #
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG NAME
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\CIVIL DESIGN\DRAWINGS\SS-C09.DWG LBERNLOEHR 6/10/2024 LBERNLOEHR 6/10/2024LBERNLOEHR 6/10/2024 6/10/20246/10/2024
AutoCAD SHX Text
STATE
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
NEW SUNSHINE SUBSTATION
AutoCAD SHX Text
STORM WATER PLAN & PROFILE
AutoCAD SHX Text
NM
AutoCAD SHX Text
SS-C09
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text 03/22/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
90% DESIGN FOR REVIEW
AutoCAD SHX Text B
AutoCAD SHX Text 06/07/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
LWB
AutoCAD SHX Text
SLK
AutoCAD SHX Text
KWA
AutoCAD SHX Text 02/28/2024
AutoCAD SHX Text 220011
AutoCAD SHX Text
CITY OF GALLUP
AutoCAD SHX Text
ELECTRIC UTILITIES DEPARTMENT
AutoCAD SHX Text
GALLUP, NM
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text
SS-C04
AutoCAD SHX Text A
AutoCAD SHX Text
SCALE: H= 1" = 20'-0"
AutoCAD SHX Text V= 1" = 2'-0"
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
80 LF OF QTY (2) 30" HDPE CULVERT START INV = 82.20 END INV = 82.00
AutoCAD SHX Text
70 LF OF 30" HDPE CULVERT START INV = 82.59 END INV = 82.30
AutoCAD SHX Text 2.25%
AutoCAD SHX Text .95%
AutoCAD SHX Text .4%
AutoCAD SHX Text .3%
AutoCAD SHX Text
70 LF OF 30" HDPE CULVERT START INV = 82.55 END INV = 82.30
AutoCAD SHX Text
CULVERT END SECTION
AutoCAD SHX Text
CULVERT END SECTION
AutoCAD SHX Text
CULVERT END SECTION
AutoCAD SHX Text
CULVERT END SECTION
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text RIP RAP PER NMDOT SPEC 602.21 CLASS A: MIN VOL FT 16 FT 3MAX VOL FT 23 FT 3MIN DIMENSION 4"
AutoCAD SHX Text
BEGIN CHECK DAM @ STATION 1+75.00
BEGIN CHECK DAM @ STATION 2+25.00
TRENCH DETAIL UNDER ACCESS
AutoCAD SHX Text
NTS
AutoCAD SHX Text B
AutoCAD SHX Text
SS-C10
AutoCAD SHX Text
CULVERT
AutoCAD SHX Text
FINAL BACKFILL
AutoCAD SHX Text
INITIAL BACKFILL
AutoCAD SHX Text
HAUNCH
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text
12" COMPACTED SUBGRADE
AutoCAD SHX Text
6" MARKER TAPE
AutoCAD SHX Text
STORM DRAIN
AutoCAD SHX Text
WIRE ENCLOSED RIP RAP DETAILS
AutoCAD SHX Text A
AutoCAD SHX Text
SS-C10
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NMDOT SPECIFICATIONS, SHEET NUMBER 602-01-1/1
AutoCAD SHX Text
2" FRACTURED FACE GRAVEL
AutoCAD SHX Text
SS-C10
AutoCAD SHX Text A
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
CLASS B RIP RAP
AutoCAD SHX Text B
AutoCAD SHX Text
SS-C10
AutoCAD SHX Text
1' TO 3' RIP RAP
AutoCAD SHX Text
THIS POINT SHALL NOT EXCEED THE EDGE OF THE SHOULDER ELEVATION
AutoCAD SHX Text
PROVIDE 6" SAG AT MIDPOINT
AutoCAD SHX Text
4:1 MIN
AutoCAD SHX Text
8:1 MIN
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NEW SUNSHINE SUBSTATION
AutoCAD SHX Text
MISCELLANEOUS DETAILS
AutoCAD SHX Text
NM
AutoCAD SHX Text
SS-C10
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text 03/22/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
90% DESIGN FOR REVIEW
AutoCAD SHX Text B
AutoCAD SHX Text 06/07/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
LWB
AutoCAD SHX Text
SLK
AutoCAD SHX Text
KWA
AutoCAD SHX Text 02/28/2024
AutoCAD SHX Text 220011
AutoCAD SHX Text
CITY OF GALLUP
AutoCAD SHX Text
ELECTRIC UTILITIES DEPARTMENT
AutoCAD SHX Text
GALLUP, NM
AutoCAD SHX Text
DWN:
AutoCAD SHX Text
CKD:
AutoCAD SHX Text
APVD:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
AutoCAD SHX Text
SEQ #
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG NAME
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\CIVIL DESIGN\DRAWINGS\SS-C10.DWG LBERNLOEHR 6/10/2024 LBERNLOEHR 6/10/2024LBERNLOEHR 6/10/2024 6/10/20246/10/2024
AutoCAD SHX Text
STATE
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AutoCAD SHX Text B
AutoCAD SHX Text
%%URIP RAP STONE DAM SECTION
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
AutoCAD SHX Text
SS-C10
AutoCAD SHX Text
%%USECTION B
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text B
AutoCAD SHX Text
SS-C10
AutoCAD SHX Text
%%UDETAIL A
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text A
AutoCAD SHX Text
SS-C10
AutoCAD SHX Text RIP RAP PER NMDOT SPEC 602.21 CLASS A: MIN VOL FT 16 FT 3MAX VOL FT 23 FT 3MIN DIMENSION 4"
RIP RAP PER NMDOT SPEC 602.21 CLASS B: MIN VOL 1 FT 3MAX VOL 2 FT 3MIN DIMENSION 6"
AutoCAD SHX Text
DWN:
AutoCAD SHX Text
CKD:
AutoCAD SHX Text
APVD:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
AutoCAD SHX Text
SEQ #
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG NAME
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\CIVIL DESIGN\DRAWINGS\SS-C11.DWG LBERNLOEHR 6/10/2024 LBERNLOEHR 6/10/2024LBERNLOEHR 6/10/2024 6/10/20246/10/2024
AutoCAD SHX Text
STATE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NEW SUNSHINE SUBSTATION
AutoCAD SHX Text
DRAINAGE CHANNEL DETAIL
AutoCAD SHX Text
NM
AutoCAD SHX Text
SS-C11
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text 03/22/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
90% DESIGN FOR REVIEW
AutoCAD SHX Text B
AutoCAD SHX Text 06/07/24
AutoCAD SHX Text
KWA
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
LWB
AutoCAD SHX Text
SLK
AutoCAD SHX Text
KWA
AutoCAD SHX Text 02/28/2024
AutoCAD SHX Text 220011
AutoCAD SHX Text
CITY OF GALLUP
AutoCAD SHX Text
ELECTRIC UTILITIES DEPARTMENT
AutoCAD SHX Text
GALLUP, NM
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
SS-C11
AutoCAD SHX Text
SS-C11
AutoCAD SHX Text A
AutoCAD SHX Text
SCALE: H= 1" = 10'-0"
AutoCAD SHX Text V= 1" = 1'-0"
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SS-C11
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE: H= 1" = 10'-0"
AutoCAD SHX Text V= 1" = 1'-0"
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text B
AutoCAD SHX Text
SS-C11
AutoCAD SHX Text
%%UOUTFLOW PLAN VIEW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SEE SHT SS-C05 SECTION "A" FOR ACCESS PROFILE
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
1' THICK WIRE ENCLOSED RIP RAP (CLASS A)
AutoCAD SHX Text 2.6:1
AutoCAD SHX Text 0%
AutoCAD SHX Text 4.9:1
AutoCAD SHX Text 3.7:1
AutoCAD SHX Text 2.4:1
AutoCAD SHX Text 4.3:1
AutoCAD SHX Text 2.6:1
AutoCAD SHX Text
RIP RAP LINING
AutoCAD SHX Text
1' THICK WIRE ENCLOSED RIP RAP (CLASS A) W/ CLASS 1 GEOTEXTILE
AutoCAD SHX Text H:V
AutoCAD SHX Text H:V
(2) 30" CULVERTS WITH END SECTIONS
| Sheets and Views |
| COVERSHEET |
| 01 SS-C01 |
| 02 SS-C02 |
| 03 SS-C03 |
| 04 SS-C04 |
| 05 SS-C05 |
| 09 SS-C09 |
| 10 SS-C10 |
| 11 SS-C11 |
File details come from the government source that posted it. Updated .