Plans:_Whole_Block,_Ciniza_Drive_ITB-2701-stamped.pdf
PDF 16 MB Posted
- Attached to
- Whole Block Reconstruction - Ciniza Drive, Gallup NM State and local contract opportunity
- Solicitation number
- ITB-2701
- Issued by
- Quay County, New Mexico
About this file
Summary: Construction Plans for Whole Block Reconstruction - Ciniza Drive
This document comprises the construction plans prepared by DePauli Engineering & Surveying LLC for the City of Gallup, McKinley County, New Mexico, in connection with Invitation to Bid (ITB) 2701 for the Whole Block Reconstruction of Ciniza Drive. The project encompasses improvements to Ciniza Drive, a designated collector street, extending approximately 930 feet from the intersection of Ciniza Drive and Toltec Drive eastward to an existing drainage channel. Major work items include construction of a concrete box culvert, removal and replacement of sidewalks (655 square yards of existing concrete removal and 90 cubic yards of new construction), installation of curb and gutter (1,833 linear feet totaling 102 cubic yards), concrete drivepads (242 square yards of removal, 54 cubic yards of new construction at six inches thick), asphaltic pavement replacement (480 square yards of removal, 200 tons of new asphalt at six inches thick), base course materials (735 tons), waterline valve installation and relocation of fire hydrants (two replacements), ADA-compliant curb ramps, permanent traffic control signage, removal and relocation of existing fencing (270 linear feet of chain link and 50 linear feet of wrought iron), and miscellaneous landscaping restoration. The project is dated June 2026, with construction staking to be provided by the engineer and detailed measurements and elevations to be the contractor's responsibility.
The plans establish comprehensive technical specifications including concrete mix design requirements (4,000 PSI at 28 days with four-and-one-half to seven-and-one-half percent entrained air), reinforcement specifications (Grade 40 deformed bars per ASTM A615 with Type II cement), and base course materials (NMDOT Type I gravel). All work must conform to City of Gallup standards and NMDOT specifications for highway and bridge construction. The contractor is responsible for quality control testing through an independent laboratory, utility location verification through New Mexico One Call 811, storm water pollution prevention plan development and implementation, and compliance with traffic control requirements per the Manual on Uniform Traffic Control Devices. The contractor must coordinate water procurement from the City of Gallup East Pump Station and handle all debris removal and disposal in accordance with New Mexico solid waste regulations, with recyclable materials directed to appropriate facilities. Construction staking costs, material submittals, schedule development, and incidental items including mobilization, blue-top staking, landscape restoration, and 24-hour emergency standby personnel are considered incidental to the contract and included in the bid price.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Whole_Block_Reconstruction_-_Ciniza_Drive,_Gallup_NM_(Addendum_#1_Revision).pdf | ||
| Whole_Block_Reconstruction_-_Ciniza_Drive,_Gallup_NM.pdf | ||
| Engineer_Estimate_Whole_Block_Ciniza.pdf | ||
| Wage_Rates_MC-26-2209-A.pdf | ||
| EPA_Form_3510-9.pdf | ||
| NMDOT_A-066TrafficControlRoadwayWorkPermit.pdf | ||
| Affidavit_of_Wages_Paid.pdf | ||
| Gallup_Sample_Contract.pdf | ||
| EPA_Form_3510-13.pdf | ||
| Gallup_Municipal_ROW-Public_Easement_Work_Permit.pdf | ||
| NMDOT_Indemnification_and_Hold_Harmless_Agreement.pdf | ||
| Statement_of_Intent_To_Pay_Prevailing_Wages.pdf |
Show all 12
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CITY OF GALLUP, NEW MEXICO
WHOLE BLOCK RECONSTRUCTION
TITLE SHEET 1-1
INDEX
SHEET NO.ITEM
GENERAL NOTES
APPROXIMATE
SCALE: 1"=2000'
ITB-2701
CINIZA DRIVE DEMOLITION PLANS
1-2
SIDEWALK DETAILS
2 - 1
2 - 3
BID LOT NO.
1 2 - 2
PROJECT DETAILS
DePAULI ENGINEERING & SURVEYING LLC
- CIVIL ENGINEERS AND LAND SURVEYORS -
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO.
TITLE SHEET SHEET
1 - 1307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
CINIZA DRIVE CONSTRUCTION PLANS: STA. 10+00 - STA. 15+00
CINIZA DRIVE
3 - 1-
APPROXIMATE
SCALE: 1"=50'
CINIZA DRIVE
INDIAN HILLS
ELEMENTARY SCHOOL
TO
LTEC A
V E.
D
RA
IN
A
G E
CH
A
N N
EL
ADDITONAL DETAILS 3 - 2-
I-40
HISTORIC ROUTE 66
MONTOYA BLVD
NIZHONI BLVD
PA
RK A
VE.
AZTEC AVE.
HILL AVE.
LOGAN AVE.
G
RA
N D
V
IEW
A V
E.
AZTEC AVE. TO
LT
EC
A
V E.
CHURCHROCK ST.
BOARDMAN (HWY 264)
WILSON AVE.
MALONEYAVE.
H
IG
H W
A Y
HIGHW
AY 32 BY-PASS
PERSHING AVE.
CINIZA DR.
CINIZA DRIVE CONSTRUCTION PLANS: STA. 15+00 - STA. 20+00
CINIZA DRIVE STATION CROSS SECTIONS
CINIZA DRIVE CROSS SECTIONS: DRIVEPADS
CINIZA DRIVE HANDICAP CURB RAMPS
2 - 4
2 - 61 1 2 - 5
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \T
IT
LE
B
LO
C K-
C
IN
IZ
A.
D W
G
DRAINAGE DETAILS
CINIZA DRIVE
CINIZA DRIVE
CINIZA DRIVE UTILITY PLANS
2 - 7 2 - 8
ITB-2701
CINIZA DRIVE ADDITIVE ALTERNATE - DRAIN PAN REPLACEMENT AA-1
ADDITIVE ALTERNATE - DRAIN PAN REPLACEMENT
VALVE CLUSTER
INSTALLATION
LOCATION
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
LUIGI:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
DT EG
AutoCAD SHX Text
JUN. 2026
mrodriguez Stamp
PLAN SET LEGEND:
EXISTING PROPOSED
TREES / SHRUBS TO BE REMOVED
PROPERTY CORNER OR R/W MARKER
WATERLINE
SEWER LINE
MANHOLE
POWER POLE
DOWN GUY
SIGN
OVERHEAD ELECTRIC LINE
UNDERGROUND ELECTRIC
GAS LINE
STORM DRAIN
WIRE FENCING
CHAIN LINK FENCING
WATERLINE GATE VALVE
MAIL BOX
WATER METER
TELEPHONE RISER
UNDERGROUND TELEPHONE
CONTROL POINT/ BENCH MARK
FORCE MAIN
CONTOURS
DRAINAGE FLOW LINE
AIR RELEASE VALVE
LIFT STATION
WATERLINE PLUG/CROSS/TEE
CULVERT AND END FLARE
SOIL RESISTIVITY TEST LOCATION
SOIL TEST PIT LOCATION
STREET LIGHT
YARD LIGHT
FIRE HYRDANT
MANHOLE TO BE ABANDONED
SEWER LINE TO BE ABANDONED
WOOD FENCING
ASPHALT
CONCRETE
ADA LANDING ADA ADA
JUNCTION BOX
COORDINATES SHOWN ARE REFERENCED TO CITY OF GALLUP CONTROL SYSTEM WHICH IS BASED ON
NMSP NAD 83, WEST ZONE GROUND COORDS. WITH A COMBINED FACTOR OF 0.99968672.
BEARINGS SHOWN ARE GRID.
ELEVATIONS ARE BASED 1929 NGVD (VERTICAL DATUM)3.
SURVEY NOTES:
1.
2.
GENERAL CONSTRUCTION NOTES:
WORKMANSHIP AND MATERIALS FOR ITEMS OF WORK CONTAINED HEREIN SHALL CONFORM TO THE SPECIFICATIONS HEREIN AND IN THE CONTRACT DOCUMENTS. THE LATEST EDITION OF THE CITY OF GALLUP STANDARDS AND THE
NMDOT SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION SHALL ALSO APPLY.
REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING ASPHALT PAVEMENT, CONCRETE PAVEMENT, CULVERTS, TREES, SHRUBS, SIDEWALK, CURB & GUTTER, ROCK AND OTHER MISC. ITEMS THAT NEED TO BE REMOVED OR DISPOSED OF SHALL BE TAKEN TO DESIGNATED AREAS AND/OR AN APPROVED LANDFILL IN ACCORDANCE WITH PROVISIONS OF THE NEW MEXICO SOLID WASTE ACT PROVIDED HOWEVER, THAT RECYCLABLE MATERIAL MAY BE
TAKEN TO APPROPRIATE COMPANIES.
WATER FOR EARTHWORK CONSTRUCTION SHALL BE TAKEN FROM THE CITY OF GALLUP EAST PUMP STATION LOCATED IMMEDIATELY NORTH OF INTERSTATE 40 AND APPROX. 1/2 MILE EAST OF FORD DRIVE IN THE CITY OF GALLUP. WATER HAULING SHALL BE IN CLEAN, POTABLE WATER TANKERS. CONTRACTOR TO COORDINATE WITH
CITY WATER DEPARTMENT AS REQUIRED TO OBTAIN WATER AND ACCESS WATER FACILITIES.
QUALITY CONTROL TESTING FOR PROJECT MATERIALS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB AS HIRED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE WHEN CONCRETE PLACEMENTS ARE SCHEDULED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE TESTING LAB WHEN COMPACTION TESTS ARE NEEDED AND WHEN CONCRETE PLACEMENTS ARE GOING TO BE MADE.
THE CONTRACTOR SHALL PROVIDE THE TESTING LAB ACCESS AT ANY TIME FOR TESTING AT THE CONSTRUCTION SITE. THE CONTRACTOR SHALL ASSIST THE TESTING LAB AS REQUIRED TO OBTAIN MATERIAL SAMPLES.
CONCRETE FOR THIS PROJECT SHALL BE 4000 PSI (28 DAY) CONCRETE WITH 4 1/2 - 7 1/2% ENTRAINED AIR UNLESS CALLED FOR. CONCRETE TO BE PLACED WITH NO MORE THAN 4" SLUMP WITH LIMITED WATER TO BE USED TO FACILITATE FINISHING. ALL REINFORCEMENT FOR CAST IN PLACE CONCRETE SHALL BE GRADE 40 DEFORMED BARS AS SPECIFIED PER ASTM A615. CEMENT TO BE TYPE II. SEE THE CONTRACT DOCUMENTS FOR ADDITIONAL
CONCRETE REQUIREMENTS.
THE CONTRACTOR SHOULD BE AWARE THAT NO CONSTRUCTION SHALL COMMENCE UNTIL ALL UTILITY LOCATIONS ARE MARKED. THE CONTRACTOR SHOULD EXPECT THAT SOME SHIFTS IN ALIGNMENT WILL BE MADE TO AVOID EXISTING UTILITIES AND MEET PROXIMITY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE EXPLORATORY EXCAVATION AT LOCATIONS SHOWN ON THE PROJECT DRAWINGS OR AS REQUIRED FOR ALIGNMENT CHANGES.
CONSTRUCTION STAKING: THE ENGINEER WILL PROVIDE THE FOLLOWING CONSTRUCTION STAKING:
A. SITE GRADING - STAKES FOR MAJOR STRUCTURES W/ CUTS AND FILLS. BASIC SITE CONTROL AND BENCH MARK.
B. CURB AND GUTTER- OFFSET STAKES FOR FLOW LINE WITH CUTS AND FILLS. BASIC SITE CONTROL AND BENCH
MARK.
OCCASIONAL STAKE REPLACEMENT REQUIRED WHEN STAKES ARE UNAVOIDABLE LOST DUE TO CONSTRUCTION WILL BE REPLACED BY THE ENGINEER, PROVIDED HOWEVER, THAT THE COST OF STAKE REPLACEMENT DUE TO CARELESSNESS OR INATTENTIVE CONSTRUCTION AROUND SURVEY CONTROL WILL BE DEDUCTED FROM PAYMENT TO THE CONTRACTOR. RANDOM BENCH MARKS WILL BE ESTABLISHED FOR USE BY THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR BLUETOP STAKING FOR SUBGRADE AND BASE COURSE. DETAILED MEASUREMENTS AND ELEVATIONS FOR STRUCTURES, DRAINAGE FLOW LINES AND PIPELINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH OCCASIONAL CHECKS BY THE ENGINEER. MEASUREMENT FOR DETERMINATION OF QUANTITIES SHALL BE ACCOMPLISHED MUTUALLY BY THE ENGINEER AND CONTRACTOR.
BASE COURSE UNDER ALL CONCRETE AND ASPHALT SHALL BE NMDOT TYPE I. GRAVEL (BASE COURSE) FOR
DETOURS OR GRAVEL SURFACED ROADS AND DRIVEWAYS TO BE TYPE I OR TYPE II.
SUBMITTALS ARE REQUIRED FOR ALL MATERIALS AND EQUIPMENT PROPOSED FOR THE PROJECT WITH APPROVAL REQUIRED BY THE CITY. SCHEDULES FOR MANHOLE BARRELS, CONES AND RIMS SHALL BE PROVIDED.
EXISTING UTILITIES: EXISTING UTILITIES SHOWN ARE FROM UTILITY COMPANY MAPS, EVIDENCE ON THE GROUND AND CONVERSATION WITH UTILITY COMPANY OFFICIALS. THE EXACT LOCATION, DEPTH AND SIZE OF SOME OF THE LINES ARE UNKNOWN. CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. UTILITIES THAT ARE DAMAGED OR CUT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS COST. THE
CONTRACTOR SHALL CALL 811 FOR "LOCATES" ON ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES AS DESCRIBED IN USDOT/FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ON ALL PARTS OF THE PROJECT UNDER CONSTRUCTION. THE DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO, TYPE 1 BARRICADES TYPE 2 BARRICADES, CONES, DRUMS, WARNING SIGNS, DETOUR SIGNS, NIGHT TIME FLASHERS AND PORTABLE FLASHERS. THE DEVICES SHALL BE MAINTAINED, IN ACCORDANCE WITH THE TRAFFIC CONTROL PLAN AND PROJECT DOCUMENTS, SEVEN (7) DAYS A WEEK FOR THE DURATION OF THE PROJECT. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE TRAFFIC CONTROL PLAN DURING THE PROGRESSION OF WORK, TO ENSURE THAT LIFE AND PROPERTY ARE PROTECTED AT ALL TIMES.
PROPERTY CORNERS, BENCHMARKS AND CONTROL POINTS TO BE PROTECTED AT ALL TIMES. LOST OR DAMAGED POINTS DUE TO NEGLIGENCE SHALL BE REPLACED AT THE CONTRACTORS EXPENSE OR AS CALLED FOR IN THE
PROJECT DRAWINGS.
CONTRACTOR SHALL TAKE PRECAUTIONS AS REQUIRED TO PREVENT DAMAGE TO THE ENVIRONMENT ADJACENT TO CONSTRUCTION. CONTRACTOR TO REMOVE ONLY THE TREES, SHRUBS, GROUND COVER AND ROCK AS
ABSOLUTELY NECESSARY TO COMPLETE THE PROJECT.
TREES, EXCESS ROCK AND SPOIL SHALL BE REMOVED AND PROPERLY DISPOSED OF, PROVIDED HOWEVER, THAT EXCAVATED ROCK MAY BE USED AS EROSION CONTROL AS DIRECTED. STAGING AREAS TO BE LIMITED TO AREAS WHERE CONSTRUCTION IS PLANNED, CONSTRUCTION R/Ws OR AREAS PROPERLY SECURED FROM LANDOWNERS.
ALL AREAS AFFECTED BY CONSTRUCTION TO BE PROPERLY CLEANED, GRADED AND DRESSED UPON COMPLETION.
RE-SEEDING WILL BE REQUIRED IN SOME AREAS AS DIRECTED. CONTOUR BERMS WILL BE REQUIRED AS DIRECTED
TO PREVENT RUNOFF FROM TRAVELING ALONG PIPELINE TRENCH.
CONTRACTOR SHALL DEVELOP, SECURE APPROVAL OF, IMPLEMENT AND MAINTAIN A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP).
CONTRACTOR SHALL OBTAIN A WORK PERMIT FOR ACTIVITIES WITHIN CITY RIGHT OF WAY.
CONTRACTOR SHALL MAKE EVIDENCE OF PRE-CONSTRUCTION CONDITIONS OF WALLS, FENCES, SHRUBS AND
LANDSCAPE PRIOR TO DEMOLITION (REPORTS, PICTURES, ETC.)
CONTRACTOR ENSURE SOLID WASTE HAS ACCESS TO ALL REFUSE CONTAINERS ON SERVICE DAYS. THIS SHALL INCLUDE PROPERTY OWNERS HAVING ACCESS TO PUT THEIR REFUSE CONTAINERS IN AN ACCESSIBLE AREA FOR
SOLID WASTE PICKUP.
CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT DURING ANY TIE-INS OR IMPACTS TO FIRE HYDRANTS IN THE AREA.
5.
4.
12.
7.
6.
3.
2.
1.
8.
9.
10.
11.
13.
14.
PARTIAL LIST OF INCIDENTALS:
1. INCIDENTAL CONSTRUCTION STAKING BY CONSTRACTOR - BLUE TOP STAKING FOR SUBGRADE AND BASE
COURSE. CONTROL STAKES AS REQUIRED TO PLACE SAW CUTS IN CONCRETE PAVEMENT. MISC. STAKES
AND MEASUREMENT FOR DETAILED CONSTRUCTION OF STRUCTURES AND APPURTENANCES.
2. STORM WATER POLLUTION PREVENTION - PERMITS, NOTICES, PLANS, IMPLEMENTATION AND MAINTENANCE OF PLANS UTILIZING EROSION AND SEDIMENT CONTROL DEVICES PROVIDED SHALL BE
CARRIED OUT FOR ALL PORTIONS OF THIS PROJECT.
3. LANDSCAPE - REPLACE SHRUBS, TREES, RAILROAD TIES, DECORATIVE GRAVEL AND PLAYGROUND EQUIP.
AS REQUIRED.
4. BASE COURSE RAISED TO PAVEMENT LEVEL IN DRIVEWAYS AND STREETS FOR PUBLIC TRAVEL PRIOR TO
PLACEMENT OF FINAL SURFACING
5. LOCAL STANDBY PERSONNEL TO HANDLE 24 HOUR (INCLUDING WEEKENDS) EMERGENCIES.
6. PROPER DISPOSAL OF ALL TRASH, DEBRIS, AND WASTE INCLUDING HAULS TO DISPOSAL SITES AND
GRADING.
7. ROCK & OTHER EXCAVATION & LATERAL BACKFILL FOR REINFORCED CONCRETE STRUCTURES.
8. WATER HAULING AS REQUIRED FOR CONSTRUCTION AND DUST CONTROL.
9. PROTECTION & MAINTENANCE OF PRIVATE & PUBLIC PROPERTY DURING STORMS & RUNOFF THAT MAY BE
MORE VULNERABLE TO DAMAGE BECAUSE OF CONSTRUCTION.
10. MEASUREMENTS FOR PAY QUANTITIES.
11. REMOVE AND RE-INSTALL EXISTING TRAFFIC SIGNS AND BOLLARDS.
12. PROTECTION OF HORIZONTAL AND VERTICAL SURVEY CONTROL MONUMENTS.
13. MOBILIZATION FOR ALL PROJECT LOTS UNLESS OTHERWISE NOTED.
14. HAULING FOR BASE COUSE AND BACKFILL.
15. PROJECT SCHEDULE, SUBMITTALS, SHOP DRAWINGS, "LAYING SCHEDULES" AND CUT SHEETS.
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
NO. DESCRIPTION NORTHING EASTING ELEV.
CONTROL POINTS
12" ROD W/ 4329 CAP 1648521.90 2472728.61 6565.57
12" ROD W/ 4329 CAP 1648384.81 2473198.44 6567.98
12" ROD W/ 4329 CAP & 13606 WASHER 1648314.81 2473438.70 6569.42
16.
15.
DePAULI ENGINEERING & SURVEYING LLC
- CIVIL ENGINEERS AND LAND SURVEYORS -
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO.
GENERAL NOTES SHEET
1 - 2307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
7 9
A 7 9
REFERENCE DETAILS
CROSS SECTION DETAILS
CROSS SLOPES: 1.5% TYPICAL; 2.0% MAXIMUM
LANDINGS: 1.5% TYPICAL; 2.0% MAXIMUM
RAMPS: 6.67% TYPICAL; 8.3% MAXIMUM
MINIMUM CLEARANCE AROUND OBJECTS: 4 FT
MAXIMUM RAMP LENGTH: 30 FT
MINIMUM SIDEWALK WITDH: 5 FT
MINIMUM LANDING SURFACE: 5 FT X 5 FT
TRUNCATED DOME DETECTABLE WARNING SURFACE: 5 FT X 2 FT
ADA CONSTRUCTION NOTES:
* THIS SHALL BE VOIDED WHEN UNAVOIDABLE (RETAINING WALLS, BLOCKS WALLS, ETC.)
17.
NM GAS COMPANY
IRMA BUSTAMANTE, SUPERINTENDENT
P.O. BOX 1369 (505-863-3857)
GALLUP, NEW MEXICO 87305
CITY OF GALLUP
TRANSWESTERN PIPELINE
PAT TRONCOSO (870-9419)
21 SPEEDWAY DR.
GALLUP, NM 87301
PUBLIC WORKS AND UTILITY OFFICIALS:
LAURENCE JOE, ENGINEER II DIANE WILLETO, ENGINEER
P.O. BOX 1270
GALLUP, NEW MEXICO 87305
(505) 409 8042 laurence.joe@centurylink.com diane.willeto@centurylink.com
(505) 573 1311
(505-863-3857) irma.bustamante@nmgco.com
RANDY FITZPATRICK, REGIONAL DIRECTOR
randy.fitzpatrick@nmgco.com
LUMEN (CENTURY LINK)
1907 BARBARA DRIVE (505-722-9232)
GALLUP, NEW MEXICO 87301
joy.francis@nmgco.com
JOY BABER, NW DISTRICT ENGINEER
(505-324-3737)
NMDOT, DISTRICT 6
1919 PINON DR. (505-290-8340)
MILAN, NEW MEXICO 87021
JAYSON GROVER, TRAFFIC ENGINEER
Jayson.Grover@state.nm.us
LISA VEGA, DISTRICT 6 ENGINEER
lisa.vega@state.nm.us 505-240-0531
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \T
IT
LE
B
LO
C K-
C
IN
IZ
A.
D W
G D ra w in g
Fi le
: L U
IG
I:
18.
19.
CONSTRUCTION SCHEDULE
INCIDENTAL SCHEDULE
EARTHWORK SCHEDULE
STREET AND DRAINAGE
JOHN LASTYONA, INTERIM DIRECTOR
JAN BOONE, WATER & SANITATION DIRECTOR
(505-726-2050)
ELECTRIC DEPARTMENT
CHARLES NOURSE, ELECTRIC DIRECTOR
(505-863-1289)
WATER
jlastyona@GallupNM.gov
PUBLIC WORKS
CHANCE PETERSON, CONSTRUCTION PROJECT MANAGER
(505-863-1283) cpeterson@GallupNM.gov jboone@GallupNM.gov
FIRE DEPARTMENT
JOHN PAIRETT, FIRE MARSHALL
(505-726-5448) jpairett@gallupnm.gov
NICOLE HAWTHORNE, UTILITY SERVICE PLANNER
(505-863-1207)
WATER & WASTEWATER
nhawthorne@GallupNM.gov cnourse@GallupNM.gov
MARITA JOE, SENIOR ELECTRIC ENGINEERING TECH.
(505-863-1287) mjoe@GallupNM.gov
ABBREVIATIONS
GATE VALVE
MANHOLE
FIRE HYDRANT
STANDARD PROCTOR
AIR RELEASE STATION (TYPE 1 OR 2)
BUTTERFLY VALVE
MECHANICAL JOINT
RIGHTS-OF-WAY
RAILROAD
POINT-OF-INTERSECTION
AIR RELEASE VALVE
HORIZONTAL
POINT-OF-VERTICAL-INTERSECTION
NOT TO SCALE
AMERICAN WITH DISABILITIES ACT
POINT OF CURVATURE
POINT OF TANGENCY
CHAIN LINK FENCE
FLOW LINE
BACK OF CURB
DRIVEPAD
CUBIC YARD
EACH
POINT OF COMPOUND CURVE
ON CENTER
TYPICAL
DIAMETER
OUTER DIAMETER
INNER DIAMETER
CENTERLINE
ON CENTER EACH WAY
RADIUS
CURB AND GUTTER
SIDEWALK
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
EXISTING
FINISH GRADE, PROFILE GRADE
CITY OF GALLUP
DETECTABLE WARNING SURFACE
DUCTILE IRON
CURB DRAIN INLET
OVERHEAD ELECTRIC
STORM DRAIN
EFFLUENT
POLYVINYL CHLORIDE
CONCRETE
VALLEY GUTTER
HEADER CURB
PLANT MIX BITUMINOUS PAVEMENT
MODIFIED PROCTORAGGREGATE BASE COURSE
SEWER LINE
WATERLINE
TOP OF SIDEWALK
VOLATILE ORGANIC COMPOUND
PETROLEUM STORAGE TANK BUREAU
GRADE BREAK
LEFT
RIGHT
LENGTH
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
CINIZA DRIVE
TOP OF WALL
SCHEDULE
TOP OF CURB
STATION
ASBESTOS CONCRETE
VITRIFIED CLAY
ITB-2701
ROBERT 'REDD' GASHYTEWA, SUPERINTENDENT
WASTEWATER & COLLECTIONS
rgashytewa@GallupNM.gov
AutoCAD SHX Text
AutoCAD SHX Text ls
AutoCAD SHX Text
AutoCAD SHX Text
DECIDUOUS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MH
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
REFERENCE NUMBERS
AutoCAD SHX Text
REFERENCED DETAIL SHEET
AutoCAD SHX Text
REFERENCED SHEET
AutoCAD SHX Text
REFERENCE LETTERS
AutoCAD SHX Text
REFERENCED SECTION SHEET
AutoCAD SHX Text
REFERENCED SHEET
AutoCAD SHX Text
DT EG
AutoCAD SHX Text
6"X24" CONCRETE C&G 1833 LF ( 102 CY)± 1833 LF (± 102 CY)
AutoCAD SHX Text
CONCRETE SIDEWALK & RAMPS (4" THICK) 90 CY± 90 CY
AutoCAD SHX Text
ASPHALT (6" THICK) 200 TON± 200 TON
AutoCAD SHX Text
CONCRETE DRIVEPAD (6" THICK) 54 CY± 54 CY
AutoCAD SHX Text
6" WIDE CONCRETE HEADER CURB 120 LF ( 2 CY)± 120 LF(± 2 CY)
AutoCAD SHX Text
BASE COURSE (6"/8" THICK) 735 TON± 735 TON
AutoCAD SHX Text
RELOCATED SEGMENTAL BLOCK PLANTERS 35 SF35 SF
AutoCAD SHX Text
BRICK EDGERS 178 LF 178 LF
AutoCAD SHX Text
RR TIES - LF - LF
AutoCAD SHX Text
LANDSCAPE GRAVEL 90 SY 90 SY
AutoCAD SHX Text
RELOCATED WROUGHT IRON FENCE 50 LF 50 LF
AutoCAD SHX Text
RELOCATED CHAIN LINK FENCE (4' TALL) 270 LF 270 LF
AutoCAD SHX Text
REBAR 335 LB± 335 LB
AutoCAD SHX Text
SOILS EXCAVATED 285 CY± 285 CY
AutoCAD SHX Text
SOILS BACKFILLED 35 CY± 35 CY
AutoCAD SHX Text
SUBGRADE PREPARATIONS 2070 SY± 2070 SY
AutoCAD SHX Text
REMOVE AND REPLACE FIRE HYDRANTS 2 EA 2 EA
AutoCAD SHX Text
RELOCATED PERMANENT TRAFFIC CONTROL SIGNS 2 EA 2 EA
AutoCAD SHX Text
MAILBOXES 12 EA 12 EA
AutoCAD SHX Text
GV
AutoCAD SHX Text
MH
AutoCAD SHX Text
FH
AutoCAD SHX Text S.P.
AutoCAD SHX Text
ARS
AutoCAD SHX Text
BF
AutoCAD SHX Text
MJ
AutoCAD SHX Text
R/W, ROW
AutoCAD SHX Text
RR
AutoCAD SHX Text
PI
AutoCAD SHX Text
ARV
AutoCAD SHX Text
HOR
AutoCAD SHX Text
PVI
AutoCAD SHX Text
NTS
AutoCAD SHX Text F.G., AutoCAD SHX Text P.G.
AutoCAD SHX Text
COG
AutoCAD SHX Text
ADA
AutoCAD SHX Text
PC
AutoCAD SHX Text
PT
AutoCAD SHX Text
CLF
AutoCAD SHX Text
FL
AutoCAD SHX Text
BC
AutoCAD SHX Text
DP
AutoCAD SHX Text
CY
AutoCAD SHX Text
EA
AutoCAD SHX Text
PCC
AutoCAD SHX Text
OC
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
DIA
AutoCAD SHX Text
OD
AutoCAD SHX Text
ID
AutoCAD SHX Text
AutoCAD SHX Text
OCEW
AutoCAD SHX Text R
AutoCAD SHX Text C&G
AutoCAD SHX Text
SW
AutoCAD SHX Text
MUTCD
AutoCAD SHX Text
EX.
AutoCAD SHX Text
DWS
AutoCAD SHX Text
DI
AutoCAD SHX Text
CDI
AutoCAD SHX Text
OE
AutoCAD SHX Text
SD
AutoCAD SHX Text
EFF.
AutoCAD SHX Text
PVC
AutoCAD SHX Text
CC
AutoCAD SHX Text
VG
AutoCAD SHX Text
HC
AutoCAD SHX Text
PMBP
AutoCAD SHX Text M.P.
AutoCAD SHX Text
ABC
AutoCAD SHX Text
SL
AutoCAD SHX Text
WL
AutoCAD SHX Text
TSW
AutoCAD SHX Text
VOC
AutoCAD SHX Text
PTSB
AutoCAD SHX Text
GB
AutoCAD SHX Text
LT
AutoCAD SHX Text
RT
AutoCAD SHX Text L
AutoCAD SHX Text
TOW
AutoCAD SHX Text
SCH.
AutoCAD SHX Text
TOC
AutoCAD SHX Text
STA.
AutoCAD SHX Text
AC
AutoCAD SHX Text
VC
AutoCAD SHX Text
JUN. 2026
AutoCAD SHX Text
PERMANENT TRAFFIC CONTROL SIGNS 20 SF 20 SF
AutoCAD SHX Text
PERMANENT SIGNAGE POSTS 30 LF 30 LF
AutoCAD SHX Text
RELOCATED BOLLARDS 3 EA 3 EA
DePAULI ENGINEERING & SURVEYING LLC
- CIVIL ENGINEERS AND LAND SURVEYORS -
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO. CINIZA DRIVE
DEMOLITION PLANS
SHEET
2 - 1307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
PLAN VIEW: STA 10+00 - 15+00
M A
T C
H L
IN
E
, S E
E T
H
IS
S H
E E
T
DEMOLITION SCHEDULE:
SURVEY ROAD L NOTES:
M
A T
C H
L
IN
E , S
E E
T H
IS
S
H E
E T
PLAN VIEW: STA 15+00 - 20+00
T O
L T
E C
D R
CINIZA DR.
CINIZA DR.
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \W
B
- C
IN
IZ
A 1.
3.
D
W G
DEMOLITION NOTES:
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
CINIZA DRIVE
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
C O
N C
R E
T E
D R
A
IN
A G
E C
H A
N N
E L
C O
N C
R E
T E
D R
A
IN
A G
E C
H A
N N
E L
C
ITB-2701
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
FIP
AutoCAD SHX Text
GAS
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text E
AutoCAD SHX Text
TEL
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text E
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
LUIGI:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=20' HOR.
AutoCAD SHX Text CONCRETE SIDEWALK (4" THICK ASSUMED) 655 SY 655 SY ± 655 SYCONCRETE DRIVE PADS (6" THICK ASSUMED) 242 SY ± 242 SYCONCRETE CURB AND GUTTER (6"X24") 1830 LF ± 1830 LFROAD ASPHALT (6" THICK ON 8" THICK ASSUMED) 480 SY ± 480 SYEXISTING TRAFFIC PAVEMENT STRIPING 284 SF± 284 SF
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STA. 10+00.0 NORTHING:1648563.5727 EASTING: 2472692.0048
AutoCAD SHX Text
STA. 20+00.0 NORTHING:1648283.9759 EASTING: 2473652.1224
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=20' HOR.
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
EX. SIGN TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
EX. SIGN TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. SIGN TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. SIGN TO REMAIN
AutoCAD SHX Text
EX. SIGN TO REMAIN
AutoCAD SHX Text
EX. SIGN TO REMAIN
AutoCAD SHX Text
EX. FH TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. UTILITY POLE TO REMAIN
AutoCAD SHX Text
EX. UTILITY POLE TO REMAIN
AutoCAD SHX Text
EX. BRICK EDGERS TO BE REMOVED AND SALVAGED TO OWNERS
AutoCAD SHX Text
EX. RR TIES TO BE REMOVED AND SALVAGED TO OWNERS
AutoCAD SHX Text
EX. BRICK EDGERS TO BE REMOVED AND SALVAGED TO OWNERS
AutoCAD SHX Text
EX. BRICK EDGERS TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. BRICK EDGERS TO BE REMOVED AND SALVAGED TO OWNERS
AutoCAD SHX Text
EX. BRICK EDGERS TO BE REMOVED AND SALVAGED TO OWNERS
AutoCAD SHX Text
EX. BRICK EDGERS TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. CHAIN LINK FENCE ROLLING GATE TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. 4' CHAIN LINK FENCE TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. 4' CHAIN LINK FENCE TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. 4' CHAIN LINK FENCE TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. 4' WROUGHT IRON FENCE TO BE REMOVED AND RELOCATED BY OTHERS
AutoCAD SHX Text
EX. 4' CHAIN LINK FENCE TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. 4' CHAIN LINK FENCE TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. 4' CHAIN LINK FENCE TO BE REMOVED AND REPLACED
AutoCAD SHX Text
EX. 4' CHAIN LINK FENCE TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. GAS VALVE TO BE ADJUSTED TO NEW SW GRADE
AutoCAD SHX Text EX. BOLLARDS AND COMMUNICATION TRANSCLOSURE TO REMAIN. MIDDLE BOLLARD TO BE RELOCATED
AutoCAD SHX Text
EX. BRICK EDGERS TO BE REMOVED
AutoCAD SHX Text
EX. CROSSING STRIPING TO BE REMOVED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DT EG
AutoCAD SHX Text
EX. FH TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. 6' WROUGHT IRON FENCE
AutoCAD SHX Text
EX. BLOCK WALL RAISED PLANTERS TO BE REMOVED AND RELOCATED BEHIND NEW SIDEWALK
AutoCAD SHX Text
EX. DECORATIVE CONCRETE
AutoCAD SHX Text
EX. STREETLIGHT TO REMAIN
AutoCAD SHX Text
EX. METER VAULT TO REMAIN
AutoCAD SHX Text
1. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT. IF THERE ARE ARE NO JOINTS, CONTRACTOR SHALL SAW CUT AS CLEAN WITHOUT ADDITIONAL DAMAGE TO THE EXISTING CONCRETE. 2. TREES, SHRUBS AND SAGEBRUSH TO BE REMOVED, SHALL INCLUDE AS TREES, SHRUBS AND SAGEBRUSH TO BE REMOVED, SHALL INCLUDE AS MUCH ROOT SYSTEMS AS POSSIBLE 3. CONTRACTOR TO TRIM SHRUBS, TREE ROOTS, AND SAGEBRUSH AS NEEDED CONTRACTOR TO TRIM SHRUBS, TREE ROOTS, AND SAGEBRUSH AS NEEDED FOR INSTALLATION PURPOSES 4. NOT SHOWN IS LANDSCAPE GRAVEL WITHIN CITY R/W OR IN PROPERTY. NOT SHOWN IS LANDSCAPE GRAVEL WITHIN CITY R/W OR IN PROPERTY. CONTRACTOR SHALL RELOCATE LANDSCAPE GRAVEL BEHIND INSTALLATION OF NEW SIDEWALK. CONTRACTOR TO FINISH GRAVEL GRADE AFTER ALL CONCRETE INSTALLATION. 5. ALL EXISTING LANDSCAPE ENHANCEMENT MATERIAL (RR TIES, CONCRETE ALL EXISTING LANDSCAPE ENHANCEMENT MATERIAL (RR TIES, CONCRETE BRICK PAVERS, ETC.) REMOVED FOR SIDEWALK INSTALLATION ARE TO BE SALVAGED BACK TO THE OWNER. ALL ENHANCEMENTS BEHIND SIDEWALK TO BE INCIDENTAL TO REINSTALLATION 6. MAILBOXES SHALL BE REPLACED WITH NEW. MAILBOXES SHALL BE REPLACED WITH NEW. 7. EXISTING 6" AC WATERLINE AND 10" VC SEWER LINE TO REMAIN EXISTING 6" AC WATERLINE AND 10" VC SEWER LINE TO REMAIN 8. REMOVE MINIMUM 2' WIDE OF EXISTING ASPHALT ALONG CURB AND GUTTER. REMOVE MINIMUM 2' WIDE OF EXISTING ASPHALT ALONG CURB AND GUTTER. SEE CROSS SECTIONS SHEET FOR TRANSITION PROFILES.
AutoCAD SHX Text
EX. 6" AC WL
AutoCAD SHX Text
EX. 6" AC WL
AutoCAD SHX Text
EX. 6" AC WL
AutoCAD SHX Text
EX. 6" AC WL
AutoCAD SHX Text
EX. 8" PVC WL
AutoCAD SHX Text
EX. 10" VC SEWER LINE
AutoCAD SHX Text
EX. 8" VC SEWER LINE
AutoCAD SHX Text 10+00
AutoCAD SHX Text 11+00
AutoCAD SHX Text 12+00
AutoCAD SHX Text 13+00
AutoCAD SHX Text 14+00
AutoCAD SHX Text 15+00
AutoCAD SHX Text 15+00
AutoCAD SHX Text 16+00
AutoCAD SHX Text 17+00
AutoCAD SHX Text 18+00
AutoCAD SHX Text 19+00
AutoCAD SHX Text 20+00
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. GRAVEL PATH
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
EX. BRICK PAVER WALKWAY
AutoCAD SHX Text
EXISTING FIRE INDICATOR POST
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. 4' WIDE SW
AutoCAD SHX Text
EX. TREE TO REMAIN
AutoCAD SHX Text
EX. SERVICE POLE TO REMAIN
AutoCAD SHX Text
EX. 4' WROUGHT IRON FENCE TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. BOLLARDS TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. OVERHEAD TO REMAIN
AutoCAD SHX Text
CAUTION! EXISTING FIBER AND 600 PAIR COPPER LINE
AutoCAD SHX Text
CAUTION! EXISTING FIBER AND 600 PAIR COPPER LINE
AutoCAD SHX Text
CAUTION! EXISTING FIBER AND 600 PAIR COPPER LINE
AutoCAD SHX Text
EXISTING POWER POLE AND DOWN GUY TO REMAIN
AutoCAD SHX Text
CAUTION! EXISTING FIBER AND 600 PAIR COPPER LINE
AutoCAD SHX Text
CAUTION! EXISTING GAS LINE
AutoCAD SHX Text
CAUTION! EXISTING GAS LINE
AutoCAD SHX Text
CAUTION! EXISTING GAS LINE
AutoCAD SHX Text
CAUTION! EXISTING GAS LINE
AutoCAD SHX Text
EX. POLE WITH COMMUNICATION BOXES TO REMAIN.
AutoCAD SHX Text
JUN. 2026
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO.
SHEET
2 - 2307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
PLAN VIEW
M A
T C
H L
IN
E
, S E
E S
H E
E T
CINIZA DRIVE
CONSTRUCTION PLANS:
STA. 10+00 - STA. 15+00
DRIVEPAD STATIONING
NORTH GUTTER FL PROFILE VIEW
SOUTH GUTTER FL PROFILE VIEW
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \W
B
- C
IN
IZ
A 1.
3.
D
W G
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
CINIZA DRIVE
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
CONSTRUCTION NOTES:
ITB-2701
QUANTITY NOTES
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
LUIGI:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=20' HOR.
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
STA. 10+48.2(RT) - STA. 10+60.2(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 11+07.8(LT) - STA. 11+31.4(LT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 11+65.4(RT) - STA. 11+85.1(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 12+28.5(RT) - STA. 12+53.5(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 12+59.2(RT) - STA. 12+89.2 (RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 13+31.0(RT) - STA. 13+48.0(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 13+76.1(RT) - STA. 13+96.1(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 14+44.2(RT) - STA. 14+89.0(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 13+56.4(LT) - STA. 13+86.4(LT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 15+36.5 (R=29.8') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
STA. 14+66.8 (R=27.6') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
INSTALL NEW 4' CHAIN LINK FENCE
AutoCAD SHX Text
RE-INSTALL EX. 4' WROUGHT IRON FENCE
AutoCAD SHX Text
STA. 13+26.3 (R=27.2') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
INSTALL EX. BRICK EDGERS BEHIND NEW SW
AutoCAD SHX Text
INSTALL EX. BRICK EDGERS BEHIND NEW SW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX. FL ELEV.
AutoCAD SHX Text
PR. FL ELEV.
AutoCAD SHX Text
EX. FL ELEV.
AutoCAD SHX Text
PR. FL ELEV.
AutoCAD SHX Text
SCALE 1"=20' HOR., 1"=2' VERT
AutoCAD SHX Text
EX. PROFILE GRADE
AutoCAD SHX Text
PROPOSED PROFILE GRADE
AutoCAD SHX Text
EX. PROFILE GRADE
AutoCAD SHX Text
PROPOSED PROFILE GRADE
AutoCAD SHX Text
SCALE 1"=20' HOR., 1"=2' VERT
AutoCAD SHX Text
DT EG
AutoCAD SHX Text
USE 6" THICK ASPHALT ON 8" THICK BASE COURSE
AutoCAD SHX Text
USE 6" THICK ASPHALT ON 8" THICK BASE COURSE
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
6" WIDE HEADER CURB
AutoCAD SHX Text
LAY DOWN SIDEWALK
AutoCAD SHX Text
INSTALL 6"X24" C&G (TYP.)
AutoCAD SHX Text
RELOCATE SEGMENTAL BLOCK PLANTERS BEHIND NEW SW
AutoCAD SHX Text
RELOCATE SEGMENTAL BLOCK PLANTERS BEHIND NEW SW
AutoCAD SHX Text
INSTALL 6"X24" C&G (TYP.)
AutoCAD SHX Text
INSTALL 6"X24" C&G (TYP.)
AutoCAD SHX Text
INSTALL 6"X24" C&G (TYP.)
AutoCAD SHX Text
EX. TRAFFIC CONTROL SIGN TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
EX. TRAFFIC CONTROL SIGN TO BE REMOVED AND RELOCATED
AutoCAD SHX Text
NEW CONCRETE BOX CULVERT, SEE SHEET 2-7 FOR DETAILS
AutoCAD SHX Text
WATERLINE TIE-IN DETAIL 'A', SHEET 2-4
AutoCAD SHX Text 10+00
AutoCAD SHX Text 11+00
AutoCAD SHX Text 12+00
AutoCAD SHX Text 13+00
AutoCAD SHX Text 14+00
AutoCAD SHX Text 15+00
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
1. DRIVEPADS TO BE REMOVED AS DIRECTED TO ALLOW FOR TRANSITIONS DRIVEPADS TO BE REMOVED AS DIRECTED TO ALLOW FOR TRANSITIONS FROM THE ROAD. 2. ROAD SECTION IS CONSIDERED A COLLECTOR ROAD. PROFILE SECTION ROAD SECTION IS CONSIDERED A COLLECTOR ROAD. PROFILE SECTION SHALL BE A 6" THICK ASPHALT ON AN 8" BASE COURSE. 3. ASPHALT MIX DESIGN SHALL BE BASED ON AVAILABILITY. MARSHALL MIX ASPHALT MIX DESIGN SHALL BE BASED ON AVAILABILITY. MARSHALL MIX TYPE B SHALL BE PRIORITY, SP-IV SHALL BE THE NEXT AVAILABLE, SP-III SHALL BE LAST, BUT SHALL BE ACCOMPANIED WITH A FOG SEAL. 4. ASPHALT TO BE REMOVED AS DIRECTED TO ALLOW FOR TRANSITIONS ASPHALT TO BE REMOVED AS DIRECTED TO ALLOW FOR TRANSITIONS FROM THE ROAD. 5. SEE SHEETS 2-5 AND 2-6 CROSS SECTIONS FOR STATIONS AND DRIVE SEE SHEETS 2-5 AND 2-6 CROSS SECTIONS FOR STATIONS AND DRIVE PADS FOR TRANSITIONS.
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
STA. 10+00.3(LT) - STA. 10+15.2(LT) TYPE: COG 2410.2TYPE: COG 2410.2
AutoCAD SHX Text
EX. TRAFFIC CONTROL SIGN TO BE REMOVED AND RELOCATED BEHIND SIDEWALK
AutoCAD SHX Text
GRADE SOIL TO C&G
AutoCAD SHX Text
SEE SHEET 2-7 FOR CURB RAMPS
AutoCAD SHX Text
SEE SHEET 2-7 FOR CURB RAMPS
AutoCAD SHX Text
INSTALL NEW SIGNS ON NEW BREAKAWAY POSTS
AutoCAD SHX Text
INSTALL NEW SIGNS ON NEW BREAKAWAY POSTS
AutoCAD SHX Text
SEE SHEET 2-7 FOR CURB RAMPS
AutoCAD SHX Text
SEE SHEET 2-7 FOR CURB RAMPS
AutoCAD SHX Text S1-1
AutoCAD SHX Text 30X30
AutoCAD SHX Text
W16-7PL
AutoCAD SHX Text 24X12
AutoCAD SHX Text S1-1
AutoCAD SHX Text 30X30
AutoCAD SHX Text
W16-7PL
AutoCAD SHX Text 24X12
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
VALVE CAN TO BE ADJUSTED TO NEW GRADE
AutoCAD SHX Text
VALVE CAN TO BE ADJUSTED TO NEW GRADE
AutoCAD SHX Text STANDARD QUANTITY DIMENSIONS 6"X24" CURB AND GUTTER 0.055 CY/LF 0.055 CY/LF 6" THICK BASE COURSE UNDER C & G 0.079 TON/LF 0.079 TON/LF 4" THICK X 5' WIDE SIDEWALK 0.063 CY/LF 0.063 CY/LF 6" THICK X 5' WIDE DRIVEPAD 0.093 CY/LF 0.093 CY/LF 6" THICK BASE COURSE UNDER SIDEWALK/DRIVEPAD 0.17 TON/LF 0.17 TON/LF ADDITIONAL BASE COURSE BY 0.5' WIDTH INCREMENTS 0.034 TON/LF 0.034 TON/LF 6" THICK X 2' WIDE ASPHALT TYPICAL SECTION 0.077 TON/LF 0.077 TON/LF ADDITIONAL ASPHALT BY 0.5' WIDTH INCREMENTS 0.02 TON/LF 0.02 TON/LF 8" THICK BASE COURSE UNDER ASPHALT TYPICAL SECTION 0.091 TON/LF0.091 TON/LF
AutoCAD SHX Text
ASSUMED DENSITIES BASE COURSE - 136 LB/CF ASPHALT - 153 LB/CF
AutoCAD SHX Text
EX. PROFILE GRADE
AutoCAD SHX Text
TIE IN TO EXISTING CONCRETE SURFACE
AutoCAD SHX Text
TIE IN TO EXISTING CONCRETE SURFACE
AutoCAD SHX Text
PROVIDE MIN. 4' ACCESS AROUND UTILITY POLE TO REMAIN.
AutoCAD SHX Text
JUN. 2026
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO. CINIZA DR.
CONSTRUCTION PLANS:
STA. 15+00 - STA. 20+00
SHEET
2 - 3307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
M A
T C
H L
IN
E
, S E
E S
H E
E T
PLAN VIEW
T O
L T
E C
D R
CINIZA DR.
DRIVEPAD STATIONING
NORTH GUTTER FL PROFILE VIEW
SOUTH GUTTER FL PROFILE VIEW
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \W
B
- C
IN
IZ
A 1.
3.
D
W G
ADA
ADA
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
CINIZA DRIVE
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
ITB-2701
CONSTRUCTION NOTES:
QUANTITY NOTES
AutoCAD SHX Text
FIP
AutoCAD SHX Text
GAS
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text E
AutoCAD SHX Text
TEL
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
LUIGI:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=20' HOR.
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
STA. 16+14.8(RT) - STA. 16+32.0(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 15+82.8(RT) - STA. 16+06.1(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 16+75.5(RT) - STA. 16+91.6(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 17+55.1(RT) - STA. 17+72.9(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 18+31.5(RT) - STA. 18+49.1(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 18+62.2(RT) - STA. 18+80.3(RT) TYPE: COG 2410.1TYPE: COG 2410.1
AutoCAD SHX Text
STA. 19+12.3 (LT=17.2') BC PC
AutoCAD SHX Text
STA. 19+30.9 (LT=32.5') TIE IN TO EXISTING CURB, GUTTER, AND SIDEWALK
AutoCAD SHX Text
STA. 19+36.2 (RT=15.6') BC PC
AutoCAD SHX Text
STA. 19+61.1 (RT=40.8') TIE IN TO EXISTING CURB, GUTTER, AND SIDEWALK
AutoCAD SHX Text
STA. 19+25.8 (L=39.4') FENCE PI INSTALL START (BY OTHERS)
AutoCAD SHX Text
STA. 19+22.6 (L=30.5') FENCE INSTALL END (BY OTHERS)
AutoCAD SHX Text
STA. 15+36.5 (RT=29.8') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
STA. 15+81.6 (RT=29.9') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
STA. 16+06.5 (RT=27.2') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
STA. 16+06.5 (RT=29.9') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
STA. 18+56.3 (RT=27.1') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
STA. 17+86.2 (RT=29.8') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
STA. 18+31.1 (RT=29.8') INSTALL 4' CHAIN LINK FENCE POST
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=20' HOR., 1"=2'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=20' HOR., 1"=2'
AutoCAD SHX Text
EX. FL ELEV.
AutoCAD SHX Text
PR. FL ELEV.
AutoCAD SHX Text
EX. FL ELEV.
AutoCAD SHX Text
PR. FL ELEV.
AutoCAD SHX Text
EX. PROFILE GRADE
AutoCAD SHX Text
PROPOSED PROFILE GRADE
AutoCAD SHX Text
EX. PROFILE GRADE
AutoCAD SHX Text
PROPOSED PROFILE GRADE
AutoCAD SHX Text
DT EG
AutoCAD SHX Text
6"X24" C&G (TYP.)
AutoCAD SHX Text
6"X24" C&G (TYP.)
AutoCAD SHX Text
6" WIDE HEADER CURB
AutoCAD SHX Text
6" WIDE HEADER CURB
AutoCAD SHX Text
LAY DOWN SIDEWALK
AutoCAD SHX Text
LAY DOWN SW
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
ADJUST EX. GAS VALVE LID TO NEW GRADE
AutoCAD SHX Text 15+00
AutoCAD SHX Text 16+00
AutoCAD SHX Text 17+00
AutoCAD SHX Text 18+00
AutoCAD SHX Text 19+00
AutoCAD SHX Text 20+00
AutoCAD SHX Text
SEE SHEET 2-7 FOR CURB RAMPS
AutoCAD SHX Text
SEE SHEET 2-7 FOR CURB RAMPS
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
EX. TRAFFIC CONTROL SIGN TO BE REMOVED AND RELOCATED BEHIND SIDEWALK
AutoCAD SHX Text
RELOCATE MAILBOX BEHIND C&G
AutoCAD SHX Text
VALVE CAN TO BE ADJUSTED TO NEW GRADE
AutoCAD SHX Text
1. DRIVEPADS TO BE REMOVED AS DIRECTED TO ALLOW FOR DRIVEPADS TO BE REMOVED AS DIRECTED TO ALLOW FOR TRANSITIONS FROM THE ROAD. 2. ROAD SECTION IS CONSIDERED A COLLECTOR ROAD. PROFILE ROAD SECTION IS CONSIDERED A COLLECTOR ROAD. PROFILE SECTION SHALL BE A 6" THICK ASPHALT ON AN 8" BASE COURSE. 3. ASPHALT MIX DESIGN SHALL BE BASED ON AVAILABILITY. ASPHALT MIX DESIGN SHALL BE BASED ON AVAILABILITY. MARSHALL MIX TYPE B SHALL BE PRIORITY, SP-IV SHALL BE THE NEXT AVAILABLE, SP-III SHALL BE LAST, BUT SHALL BE ACCOMPANIED WITH A FOG SEAL. 4. ASPHALT TO BE REMOVED AS DIRECTED TO ALLOW FOR ASPHALT TO BE REMOVED AS DIRECTED TO ALLOW FOR TRANSITIONS FROM THE ROAD. 5. SEE SHEETS 2-5 AND 2-6 CROSS SECTIONS FOR STATIONS AND SEE SHEETS 2-5 AND 2-6 CROSS SECTIONS FOR STATIONS AND DRIVE PADS FOR TRANSITIONS.
AutoCAD SHX Text STANDARD QUANTITY DIMENSIONS 6"X24" CURB AND GUTTER 0.055 CY/LF 0.055 CY/LF 6" THICK BASE COURSE UNDER C & G 0.079 TON/LF 0.079 TON/LF 4" THICK X 5' WIDE SIDEWALK 0.063 CY/LF 0.063 CY/LF 6" THICK X 5' WIDE DRIVEPAD 0.093 CY/LF 0.093 CY/LF 6" THICK BASE COURSE UNDER SIDEWALK/DRIVEPAD 0.17 TON/LF 0.17 TON/LF ADDITIONAL BASE COURSE BY 0.5' WIDTH INCREMENTS 0.034 TON/LF 0.034 TON/LF 6" THICK X 2' WIDE ASPHALT TYPICAL SECTION 0.077 TON/LF 0.077 TON/LF ADDITIONAL ASPHALT BY 0.5' WIDTH INCREMENTS 0.02 TON/LF 0.02 TON/LF 8" THICK BASE COURSE UNDER ASPHALT TYPICAL SECTION 0.091 TON/LF0.091 TON/LF
AutoCAD SHX Text
ASSUMED DENSITIES BASE COURSE - 136 LB/CF ASPHALT - 153 LB/CF
AutoCAD SHX Text
TIE INTO EXISTING ASPHALT SURFACE WITH ASPHALT PATCH AS REQUIRED
AutoCAD SHX Text
TIE INTO EXISTING ASPHALT SURFACE WITH ASPHALT PATCH AS REQUIRED
AutoCAD SHX Text
JUN. 2026
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO. CINIZA DRIVE
UTILITY PLANS
SHEET
2 - 4307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
M A
T C
H L
IN
E
, T H
IS
S
H E
E T
PLAN VIEW
T O
L T
E C
D R
CINIZA DR.
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \W
B
- C
IN
IZ
A 1.
3.
D
W G
ADA
ADA
WATER VALVE CLUSTER TIE IN DETAIL 'A'
M A
T C
H L
IN
E
, T H
IS
S
H E
E T
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
CINIZA DRIVE
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
PLAN VIEW
ITB-2701
PLAN
TEE
SECTION A-A
CONCRETE THRUST BLOCK DETAIL
AutoCAD SHX Text S
AutoCAD SHX Text
FIP
AutoCAD SHX Text
GAS
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
TEL
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
LUIGI:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=20' HOR.
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
DRIVEWAY ENTRANCE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DT EG
AutoCAD SHX Text REMOVE AND REPLACE EX. FH BEHIND NEW SW. INSTALL 6" GATE VALVE WITH CONCRETE COLLAR IN ASPHALT PATCH
AutoCAD SHX Text
EX. 6" WL, UNKNOWN MATERIAL
AutoCAD SHX Text
EX. 6" AC WL
AutoCAD SHX Text
EX. 6" AC WL
AutoCAD SHX Text 6'
AutoCAD SHX Text
INSTALL NEW 6" MJ TEE WITH CONCRETE THRUST BLOCK
AutoCAD SHX Text
INSTALL NEW 6" MJ GV (TYP.)
AutoCAD SHX Text
INSTALL 6" HYMAX COUPLING (TYP.)
AutoCAD SHX Text TIE IN MATERIAL SCHEDULE: 6" ASBESTOS CEMENT PIPE REMOVED & DISPOSED ± 20 LF6" MJ GV 3 EA 3 EA 6" HYMAX COUPLING 3 EA 3 EA 6" PVC C900 DR-18 PIPE 20 LF ± 20 LF6" MJ TEE 1 EA 1 EA CONCRETE PAD REPLACED (6" THICK CONCRETE ON 6" BASE COURSE ASSUMED) 15 SY 15 SY ASPHALT ROAD PATCH REPLACED (4" ASPHALT ON 6" BASE COURSE) 3 SY
AutoCAD SHX Text
WATERLINE TIE-IN DETAIL 'A', THIS SHEET
AutoCAD SHX Text 11+00
AutoCAD SHX Text 12+00
AutoCAD SHX Text 13+00
AutoCAD SHX Text 14+00
AutoCAD SHX Text 15+00
AutoCAD SHX Text 15+00
AutoCAD SHX Text 16+00
AutoCAD SHX Text 17+00
AutoCAD SHX Text 18+00
AutoCAD SHX Text 19+00
AutoCAD SHX Text
STA. 10+47.8 (LT=24.6') EXISTING POWER POLE AND DOWN GUY TO REMAIN
AutoCAD SHX Text REMOVE AND REPLACE EX. FH. INSTALL NEW 6" GATE VALVE WITH CONCRETE COLLAR IN ASPHALT PATCH
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=20' HOR.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 6" HYMAX COUPLING (TYP.)
AutoCAD SHX Text
INSTALL 6" HYMAX COUPLING (TYP.)
AutoCAD SHX Text
INSTALL NEW 6" MJ GV (TYP.)
AutoCAD SHX Text
PROVIDE CONCRETE COLLAR ON EXISTING VALVE CAN
AutoCAD SHX Text "H"
AutoCAD SHX Text "W"
AutoCAD SHX Text "D"+4"
AutoCAD SHX Text 'D'
AutoCAD SHX Text
NEAT EXCAVATION
AutoCAD SHX Text
PLACE CONC. UNDER FITTING
AutoCAD SHX Text
WRAP FLANGES, FITTINGS & PIPE IN 2 LAYERS 8 MIL PLASTIC (TYP.)
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
NEAT EXCAVATION
AutoCAD SHX Text
PIPE
AutoCAD SHX Text "D"
AutoCAD SHX Text
TEE
AutoCAD SHX Text "W"
AutoCAD SHX Text "H"
AutoCAD SHX Text 6"
AutoCAD SHX Text 18"
AutoCAD SHX Text 14"
AutoCAD SHX Text
JUN. 2026
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO.
SHEET
2 - 5307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
CINIZA DRIVE STATION
CROSS SECTIONS
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \W
B
- C
IN
IZ
A 1.
3.
D
W G
TOLTEC DR.
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
CINIZA DRIVE
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
ITB-2701
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
LUIGI:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"=10' HOR. & VERT
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
GRADE SOIL TO C&G
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
ASPHALTIC ROAD PATCH (TYP.)
AutoCAD SHX Text
RELOCATED CHAIN LINK FENCE (TYP.)
AutoCAD SHX Text
RELOCATED WROUGHT IRON FENCE (TYP.)
AutoCAD SHX Text
DT EG
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
RELOCATED CHAIN LINK FENCE (TYP.)
AutoCAD SHX Text
RELOCATED CHAIN LINK FENCE (TYP.)
AutoCAD SHX Text
RELOCATED CHAIN LINK FENCE AND GATE (TYP.)
AutoCAD SHX Text
EX. BRICK RAISED PLANTERS
AutoCAD SHX Text
EX. LANDSCAPE GRAVEL (NOT SHOWN)
AutoCAD SHX Text
6" X 24" C&G (TYP.)
AutoCAD SHX Text
6" X 24" C&G (TYP.)
AutoCAD SHX Text
JUN. 2026
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO.
SHEET
2 - 6307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
CINIZA DRIVE CROSS
SECTIONS: DRIVE PADS
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \W
B
- C
IN
IZ
A 1.
3.
D
W G
DRIVEPAD NOTES:
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
CINIZA DRIVE
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
ITB-2701
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
LUIGI:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
GRADE YARD GRAVEL TO NEW CONCRETE ELEV.
AutoCAD SHX Text
1. CONTRACTOR SHALL INSTALL REBAR IN DRIVEPADS CONTRACTOR SHALL INSTALL REBAR IN DRIVEPADS ENTERING INDIAN HILLS ELEMENTARY SCHOOL AND DRAINAGE CHANNEL ROAD
AutoCAD SHX Text
DT EG
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
R/W LINE
AutoCAD SHX Text
RELOCATED WROUGHT IRON FENCE
AutoCAD SHX Text
SCALE 1"=10' HOR. & VERT
AutoCAD SHX Text
GRADE SOIL TO NEW CONCRETE ELEV.
AutoCAD SHX Text
8"X30" C&G (TYP.)
AutoCAD SHX Text
6"X24" C&G (TYP.)
AutoCAD SHX Text
JUN. 2026
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO. CINIZA DRIVE
CURB RAMPS
SHEET
2 - 7307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
NW CINIZA DR/TOLTEC DR. CURB RAMP _
T O
L T
E C
D R
CINIZA DR.
CINIZA DR.
T O
L T
E C
D R
S CINIZA DR. CURB RAMP @ STA. 10+90.6 _
N CINIZA DR. CURB RAMP @ STA. 10+90.6 _
SW CINIZA DR/TOLTEC DR. CURB RAMP _
NE CINIZA DR/DRAINAGE CHANNEL CURB RAMP _
CINIZA DR.
CINIZA DR.
CINIZA DR.
V:
\A
C
TI
VE
D
ES
IG
N \W
H O
LE
B
LO
C
K R
EC
O
N
ST
R U
C
TI
O N
C
IN
IZ
A\ D
ES
IG
N
C
IN
IZ
A
D R
\D W
G \W
B
- C
IN
IZ
A 1.
3.
D
W G
CROSS SLOPES: 1.5% TYPICAL; 2.0% MAXIMUM
LANDINGS: 1.5% TYPICAL; 2.0% MAXIMUM
RAMPS: 6.67% TYPICAL; 8.3% MAXIMUM
MINIMUM CLEARANCE AROUND OBJECTS: 4 FT
MAXIMUM RAMP LENGTH: 30 FT
MINIMUM SIDEWALK WITDH: 5 FT
MINIMUM LANDING SURFACE: 5 FT X 5 FT
TRUNCATED DOME DETECTABLE WARNING SURFACE: 5 FT X 2 FT
* THIS SHALL BE VOIDED WHEN UNAVOIDABLE (RETAINING WALLS, BLOCKS WALLS, ETC.)
ADA CONSTRUCTION NOTES:
CITY OF GALLUP
WHOLE BLOCK RECONSTRUCTION
CINIZA DRIVE
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
C O
N C
R E
T E
D R
A
IN
A G
E C
H A
N N
E L
S CINIZA DR. CURB RAMP @ STA. 14+21.0 _
N CINIZA DR. CURB RAMP @ STA. 14+21.0 _
CINIZA DR.
CINIZA DR.
ITB-2701
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
LUIGI:
AutoCAD SHX Text
MKR
AutoCAD SHX Text
SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1"= 5' HOR.
AutoCAD SHX Text
EX. GRAVEL WALKWAY
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text
AutoCAD SHX Text
PNT ID
AutoCAD SHX Text
STA.STA.
AutoCAD SHX Text
LT/RT
AutoCAD SHX Text
FL ELEV.
AutoCAD SHX Text
TOC ELEV.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1.5% TYP. 2.0% MAX.
AutoCAD SHX Text 64.61
AutoCAD SHX Text 64.73
AutoCAD SHX Text 10+88.1
AutoCAD SHX Text
LT=15.1
AutoCAD SHX Text 64.64
AutoCAD SHX Text 66.76
AutoCAD SHX Text 10+93.1
AutoCAD SHX Text
LT=15.1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 65.20
AutoCAD SHX Text
AutoCAD SHX Text 10+88.0
AutoCAD SHX Text
LT=24.6
AutoCAD SHX Text 10+93.1
AutoCAD SHX Text
LT=24.6
AutoCAD SHX Text 65.23
AutoCAD SHX Text
AutoCAD SHX Text
PT ID
AutoCAD SHX Text
STA.STA.
AutoCAD SHX Text
LT/RT
AutoCAD SHX Text
FL ELEV.
AutoCAD SHX Text
TOC ELEV.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 64.90
AutoCAD SHX Text 65.02
AutoCAD SHX Text 10+88.1
AutoCAD SHX Text
RT=16.8
AutoCAD SHX Text 64.93
AutoCAD SHX Text 65.05
AutoCAD SHX Text 10+93.11
AutoCAD SHX Text
RT=16.7
AutoCAD SHX Text 65.09
AutoCAD SHX Text 65.59
AutoCAD SHX Text
RT=22.3
AutoCAD SHX Text 65.12
AutoCAD SHX Text 65.62
AutoCAD SHX Text
AutoCAD SHX Text 10+80.1
AutoCAD SHX Text
RT=16.8
AutoCAD SHX Text 64.86
AutoCAD SHX Text 65.53
AutoCAD SHX Text 11+01.1
AutoCAD SHX Text
RT=16.7
AutoCAD SHX Text 64.98
AutoCAD SHX Text 65.65
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10+88.1
AutoCAD SHX Text 10+93.1
AutoCAD SHX Text
RT=22.3
AutoCAD SHX Text
1.5% TYP. 2.0% MAX.
AutoCAD SHX Text
1.5% TYP. 2.0% MAX.
AutoCAD SHX Text
INSTALL HEADER CURB
AutoCAD SHX Text
INSTALL 6" WIDE HEADER CURB
AutoCAD SHX Text
INSTALL 6" WIDE HEADER CURB
AutoCAD SHX Text
PNT ID
AutoCAD SHX Text
STA.STA.
AutoCAD SHX Text
LT/RT
AutoCAD SHX Text
FL ELEV.
AutoCAD SHX Text
TOC ELEV.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 69.49
AutoCAD SHX Text 69.61
AutoCAD SHX Text 19+47.6
AutoCAD SHX Text
RT=17.9
AutoCAD SHX Text 69.54
AutoCAD SHX Text 69.66
AutoCAD SHX Text 19+55.6
AutoCAD SHX Text
RT=24.5
AutoCAD SHX Text 69.68
AutoCAD SHX Text 70.18
AutoCAD SHX Text
RT=22.6
AutoCAD SHX Text 69.73
AutoCAD SHX Text 70.23
AutoCAD SHX Text
AutoCAD SHX Text 19+39.8
AutoCAD SHX Text 69.38
AutoCAD SHX Text 69.88
AutoCAD SHX Text 19+59.6
AutoCAD SHX Text 69.65
AutoCAD SHX Text 70.15
AutoCAD SHX Text
PNT ID
AutoCAD SHX Text
STA.STA.
AutoCAD SHX Text
LT/RT
AutoCAD SHX Text
FL ELEV.
AutoCAD SHX Text
TOC ELEV.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 68.93
AutoCAD SHX Text 69.05
AutoCAD SHX Text 19+22.2
AutoCAD SHX Text
LT=19.6
AutoCAD SHX Text 68.86
AutoCAD SHX Text 68.98
AutoCAD SHX Text 19+28.0
AutoCAD SHX Text
LT=24.9
AutoCAD SHX Text 69.12
AutoCAD SHX Text 69.62
AutoCAD SHX Text
LT=24.0
AutoCAD SHX Text 69.10
AutoCAD SHX Text 69.60
AutoCAD SHX Text
AutoCAD SHX Text 19+14.3
AutoCAD SHX Text
LT=16.8
AutoCAD SHX Text 68.88
AutoCAD SHX Text 69.38
AutoCAD SHX Text 19+18.0
AutoCAD SHX Text
LT=17.7
AutoCAD SHX Text 68.94
AutoCAD SHX Text 69.10
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RT=28.2
AutoCAD SHX Text 19+44.7
AutoCAD SHX Text 19+51.6
AutoCAD SHX Text
RT=15.4
AutoCAD SHX Text
RT=31.6
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 19+18.9
AutoCAD SHX Text 19+23.9
AutoCAD SHX Text
LT=28.6
AutoCAD SHX Text
INSTALL HEADER CURB AROUND EXISTING WATER METER
AutoCAD SHX Text
INSTALL HEADER CURB
AutoCAD SHX Text
MATCH CONCRETE GRADES TO EX. ELEV.
AutoCAD SHX Text
TIE IN TO EX. ELEV.
AutoCAD SHX Text
TIE IN TO EX. FL ELEV.
AutoCAD SHX…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .