2505-009 Mntzma Cnty Fairgrounds ADA Parking.pdf

PDF 6 MB Posted Oct 7, 2025

Attached to: 2025 Fairgrounds ADA Parking Project
Solicitation number: FAIR-01
Issued by: Morgan County, Colorado

About this file

Written by GovTribe AI · Oct 8, 2025

This document is a bid set of engineering design plans for the Montezuma County Fairgrounds ADA Parking Project located in Cortez, Colorado, prepared by Jones & DeMille Engineering, Inc. for the 2025 fiscal year. The project involves comprehensive site improvements including demolition of existing features, installation of new accessible parking spaces, concrete and asphalt paving, storm drainage infrastructure, and associated site grading. The project scope includes removing existing fence, concrete flatwork, and trees; constructing 11 accessible parking stalls with associated striping and symbols; installing 6-inch reinforced concrete paving, 4-inch concrete sidewalks, and 3-inch hot mix asphalt pavement; implementing storm drainage with 4-inch PVC pipes; and adding wheel stops, signage, and a 3-ft drill stem pipe fence.

The project documents detail precise technical specifications for materials and construction, including specific requirements for concrete mix designs, asphalt pavement composition, utility installations, and ADA accessibility standards. The engineering plans specify compaction requirements, base course specifications, and erosion control measures. Notably, the project emphasizes ADA compliance, with specific notes about maximum slopes for accessible routes and parking spaces, ensuring the new parking area meets Americans with Disabilities Act requirements. The bid set is prepared as a comprehensive set of construction documents with detailed drawings, including demolition plan, site plan, grading plan, and multiple technical details to guide contractors through the implementation of the parking improvement project.

View the file

Other files

File	Type	Posted
Fairgrounds ADA Parking RFB adjusted dates.docx	DOCX document	Oct 7, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

MONTEZUMA COUNTY

FAIRGROUNDS ADA PARKING

CORTEZ, COLORADO

\jd

\p ro j\2

9\ dw g\ c-

1_ tit le

VICINITY MAP

Jones & DeMille Engineering, Inc.

1.800.748.5275 www.jonesanddemille.com

GIS - ENVIRONMENTAL - MATERIALS TESTING

CIVIL & STRUCTURAL ENGINEERING - SURVEYING

- shaping the quality of life -

PROJECT LOCATION

APPROVAL

RECOMMENDED FOR APPROVAL:

DATE

APPROVED:

DATECLIENT

2505-009 1

SHEET NO.PROJECT NO.

SUBMITTAL: BID SET

INDEX TO SHEETS

SHEET NO. SHEET TITLE

C-001 TITLE

C-002 LEGEND & NOTES

C-100 DEMOLITION PLAN

C-101 SITE PLAN

C-301 GRADING PLAN

C-501 DETAILS

CORTEZ

NEBRASKA

BACALAS ANIMAS

PROWERSBENTOTERO

CROWLEY KIOWA

PUEBLO

HUERFANO

COSTILLA

ALAMOSA

CUSTER

CONEJOS

RIO GRANDE

MINERAL

ARCHULETALA PLATA

SAN JUAN

MONTEZUMA

DOLORES

SAN MIGUEL

OURAY

HINSDALE

SAGUACHE

CHEYENNELINCOLN

EL PASO

FREMONT

PARK

CHAFFEEGUNNISON

MONTROSE

DELTA

MESA

PITKIN

LAKE DOUGLAS

ELBERT KIT CARSON

YUMA

WASHINGTON

ARAPAHOE

ADAMS

DENVER

CLEAR

GILPIN

SUMMIT

EAGLE

GARFIELD

RIO BLANCO

MOFFAT ROUTT JACKSON

GRAND

LARIMER

BOULDER BROOMFIELD

WELD

MORGAN

LOGAN

SEDGWICK

PHILLIPS

WYOMING

NEW MEXICO

09/03/2025

9/3/2025

C-002

-0

9/ 3/

_1 st nd rd

-ir

.c tb M

O N

M A

C O

U N

G R

O U

N D

C -0

LER

N S

N O

. B Y

O R

O N

F O

R A

O R

COUNTY

SHEET NO.

D W

G C

W G

O N

- M

N G

w w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

T N

U M

O N

E C

R _D

9/ 3/

MONTEZUMA

M O

LEGEND

EDGE OF ASPHALT

EDGE OF CONCRETE

EDGE OF GRAVEL SURFACING

EDGE OF DIRT SURFACING

EDGE OF ASPHALT SURFACING

TOP BACK OF CURB

LIP OF CURB

TOP OF SIDEWALK

TOP OF CONCRETE

TOP OF GRATE

EDGE OF ASPHALT

FLOW LINE OF GUTTER

FLOW LINE OF CULVERT

SIDEWALK

FINISHED GROUND

TOP OF ASPHALT

CONCRETE SURFACING

ASPHALT SURFACING

STREET SIGN

TBC

LOC

TSW

TOC

TOG

EOA

FLG

FLC

TOA

SANITARY SEWER LINE

CULINARY WATER LINE

BURIED POWER LINE

FENCE LINE (BARBED OR STOCKTIGHT)

DRAINAGE CULVERT

FLOW LINE OF DITCH

BURIED TELEPHONE LINE

NATURAL GAS LINE

BURIED CABLE TV LINE

CULINARY WATER VALVE

SANITARY SEWER MANHOLE

TREE

CONCRETE SURFACING

DELINEATOR POST

PROPERTY LINE

IRRIGATION LINE

EXISTING RIGHT OF WAY LINE

SANITARY SEWER MANHOLE

CULINARY WATER VALVE

DRAINAGE CULVERT

CULINARY WATER LINE

SANITARY SEWER LINE

SECTION LINE

PROPOSED RIGHT-OF-WAY LINE

SUBDIVISION BOUNDARY LINE

LOT LINES

QUARTER SECTION LINE

(P.U.E.) PUBLIC UTILITY EASEMENT

DEED LINE

FIRE HYDRANT

STRUCTURE

DELINEATOR POST

STREET SIGN

TOP OF CUT LIMITS

TOE OF FILL LIMITS

CULINARY WATER METER

WATER METER

POWER POLE & GUY WIRE

G.W.

STORM DRAIN

SANITARY SEWER SERVICE

POWER POLE

EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES

(SIDEWALK, CURB, GUTTER, ETC.)

FENCE LINE (CHAIN LINK)

TELEPHONE PEDESTAL

OVERHEAD CABLE TV LINE

OVERHEAD POWER LINE

OVERHEAD TELEPHONE LINE

BURIED POWER LINE

OVERHEAD POWER LINE

BURIED TELEPHONE LINE

OVERHEAD TELEPHONE LINE

BURIED CABLE TV LINE

OVERHEAD CABLE TV LINE

NATURAL GAS LINE

IRRIGATION LINE

STORM DRAIN

FENCE LINE (BARBED OR STOCKTIGHT)

FENCE LINE (CHAIN LINK)

FIBER OPTIC LINE

MAILBOX

ABBREVIATIONS

POWER POLE

COMMUNICATION MANHOLE

RIGHT-OF-WAY

SEWER MANHOLE

LEFT

RIGHT

EPP

CMH

R/W

SMH

L / LT

R / RT

TEMPORARY T.C.E.

PUBLIC UTILITY EASEMENTP.U.E.

CONSTRUCTION EASEMENT

STATIONSTA

EXISTING CITY BLOCK LINES

BLOCK LINE

EXISTING N/A LINE

EPP

SMH SMH

EPP

WMH WATER MANHOLE

LIGHT POLE

SCO

M GAS METER

GAS METERM

GENERAL NOTES

1. REQUEST ACCEPTANCE FROM ENGINEER PRIOR TO MAKING MODIFICATIONS TO DRAWINGS, SPECIFICATIONS, OR CONSTRUCTION SCHEDULE.

2. PERFORM CONSTRUCTION IN ACCORDANCE WITH LATEST VERSION (2017) OF APWA COLORADO CHAPTER MANUAL OF STANDARD SPECIFICATIONS AND MANUAL OF STANDARD PLANS, INCLUDING AMENDMENTS, DDW RULES, INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL PLUMBING CODE (IPC), INTERNATIONAL FIRE CODE (IFC), INTERNATIONAL RESIDENTIAL CODE (IRC), APPLICABLE AUTHORITY HAVING JURISDICTION (AHJ) AND/OR OWNER STANDARDS AND SPECIFICATIONS.

3. IN CASE OF CONFLICT BETWEEN CODES, REFERENCE STANDARDS, STATE RULES, DRAWINGS AND SPECIFICATIONS, ADHERE TO MOST STRINGENT REQUIREMENTS.

4. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY AND ARE BASED ON UTILITY MAPS AND FIELD SURVEY OF SURFACE EVIDENCE.

5. LOCATE AND PROTECT EXISTING UTILITIES AND ANY OBSTRUCTIONS DURING COURSE OF CONSTRUCTION. NOTIFY COLORADO811 (811) AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES ON SITE. RESTORE UTILITIES DAMAGED DURING CONSTRUCTION TO CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION PRIOR TO

CONSTRUCTION.

6. NOTIFY ENGINEER OR PROJECT REPRESENTATIVE OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND NEW CONSTRUCTION.

7. UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN APPLICABLE TYPICAL DETAILS AND GENERAL NOTES.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY.

9. MEET COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT AND U.S. EPA REQUIREMENTS, RULES, AND REGULATIONS.

10.OBTAIN REQUIRED APPROVALS AND PERMITS AND PAY REQUIRED FEES PRIOR TO BEGINNING CONSTRUCTION.

11.CONDUCT CONSTRUCTION OPERATIONS WITH NECESSARY SIGNS, BARRICADES, AND FLASHERS PLACED TO COMPLY WITH OSHA, STATE INDUSTRIAL COMMISSION, LOCAL SAFETY

STANDARDS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

12.NO FULL ROAD CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVAL OF THE OWNER. MAINTAIN TRAFFIC IN TWO DIRECTIONS AT ALL TIMES FOR ROADS AND ROAD CROSSINGS, UNLESS EXTENUATING CIRCUMSTANCES PROHIBIT. MAKE ROAD CLOSURE REQUESTS 1 WEEK BEFORE NEEDING TO CLOSE ROAD.

13.WORK WITH MONTEZUMA COUNTY FOR ACCESS AND PERMISSION TO CONNECT TO UTILITY SERVICE AT PROPERTIES.

14.SECURE RIGHT OF INGRESS AND EGRESS IF WORK OR PERSONNEL NEED TO VENTURE ONTO PRIVATE PROPERTY NOT INCLUDED IN OWNER ACQUIRED RIGHTS-OF-WAY AND

EASEMENTS.

CONSTRUCTION NOTES

1. NOTIFY OWNER AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION.

2. SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION ACTIVITIES THROUGH OWNER OR OWNER'S REPRESENTATIVE.

3. PROVIDE CONSTRUCTION SCHEDULE TO ENGINEER AND OWNER.

4. FIELD VERIFY EXISTING CONDITIONS. QUANTITIES, LENGTHS, VOLUMES, AND AREAS INDICATED ARE APPROXIMATE AND ARE PROVIDED TO ASSIST CONTRACTOR. VERIFY QUANTITIES

AND DETERMINE MEASUREMENTS AS NECESSARY.

5. VERIFY DIMENSIONS BEFORE STARTING WORK AND IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES.

6. OBTAIN APPROVAL FROM OWNER PRIOR TO CONSTRUCTION FOR USE OF STAGING AREAS (IF ANY) NOT SHOWN ON DRAWINGS. COORDINATE WITH OWNER TO IDENTIFY POTENTIAL

USABLE STAGING AREAS. RESTORE STAGING AREA TO PRECONSTRUCTION CONDITION.

7. PROTECT EXISTING IMPROVEMENTS DURING CONSTRUCTION AND REPLACE OR RESTORE IMPROVEMENTS DAMAGED AS RESULT OF CONSTRUCTION ACTIVITY. RESTORE IMPROVEMENTS TO AS-GOOD-AS OR BETTER-THAN CONDITION THAT EXISTED PRIOR TO CONSTRUCTION.

8. DISPOSE WASTE OFF SITE AT LANDFILL OR OTHER LEGAL DISPOSAL FACILITY.

9. REMOVE SURPLUS EXCAVATION FROM SITE. USE TOPSOIL OR OTHER NATIVE MATERIAL IN LANDSCAPE OR NATIVE GRADING. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIALS. PLACE TOPSOIL IN LANDSCAPED AREAS IN 4 INCHES THICK MINIMUM AND GRADE TO DRAIN.

10.PERFORM CONSTRUCTION QUALITY CONTROL TESTING, INCLUDING SOILS, BACKFILL CONCRETE, UTILITIES, ETC.

11.NO GEOTECHNICAL INVESTIGATION OF THE SITE WAS PERFORMED.

12.PERFORM MATERIALS TESTING AND SUBMIT COPIES OF TEST RESULTS TO OWNER AS REQUIRED PER SPECIFICATIONS. COORDINATE TESTING WITH INSPECTORS. PERFORM DENSITY TESTING ON TRENCH BACKFILL, GRANULAR BORROW, AND UNTREATED BASE COURSE PLACEMENT FOR ROADWAY AND PRIOR TO ANY CONCRETE PLACEMENT WHERE NECESSARY.

SEE SPECIFICATIONS FOR TESTING FREQUENCY.

13.PROVIDE SITE DUST CONTROL AND SUPPRESSION FOR DURATION OF PROJECT, INCLUDING WEEKENDS.

14.PROVIDE AND MAINTAIN ANY AND ALL TEMPORARY UTILITIES DURING CONSTRUCTION.

15.PROVIDE PAVEMENT MARKINGS, STRIPING AND SIGNAGE PER THE REQUIREMENTS OF THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

EROSION CONTROL NOTES

1. PREPARE AND SUBMIT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). FILE NOTICE OF INTENT (NOI) PRIOR TO STARTING CONSTRUCTION AND FILE NOTICE OF TERMINATION

(NOT) AT END OF CONSTRUCTION.

2. ADHERE TO COLORADO POLLUTION DISCHARGE ELIMINATION SYSTEM (UPDES) REGULATIONS DURING CONSTRUCTION WORK.

3. PREVENT AND CONTROL EROSION DUE TO WIND AND WATER DURING CONSTRUCTION. FOLLOW PROCEDURES AND BEST MANAGEMENT PRACTICES IN SWPPP AND INSTALL EROSION CONTROL MEASURES AS INDICATED IN SWPPP. MAINTAIN A COPY OF THE SWPPP ON SITE AT ALL TIMES.

4. PROVIDE ADDITIONAL EROSION CONTROL MEASURES WHEN UNFORESEEN PROBLEMS OCCUR OR IF SWPPP DOES NOT FUNCTION AS INTENDED. ADJUST EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) AS NEEDED DUE TO GRADE CHANGES DURING CONSTRUCTION. BE AWARE THAT OWNER MAY REQUIRE ADDITIONAL CONTROL DEVICES

UPON INSPECTION OF PROPOSED FACILITIES.

5. KEEP STREETS CLEAN AND FREE FROM SOIL AND DEBRIS DURING CONSTRUCTION.

6. PROTECT STORM DRAIN FACILITIES ON SITE AND ADJACENT TO SITE FROM SITE RUNOFF. INSTALL INLET PROTECTION DEVICES IMMEDIATELY WHEN INDIVIDUAL INLETS BECOME

FUNCTIONAL.

7. SEED AREAS DISTURBED DURING CONSTRUCTION WITH APPROPRIATE NATIVE SEED MIX OR PLACE LANDSCAPING TO MATCH EXISTING.

8. DISPOSE OF WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, ETC.) IN A MANNER THAT PREVENTS CONTACT WITH STORM WATER DISCHARGES FROM SITE.

9. STABILIZE CONSTRUCTION AREAS AT END OF EACH WORKING DAY. INCLUDE BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF PAVING FOR ROAD

CONSTRUCTION.

10.MAINTAIN MEASURES IN SWPPP IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF SITE. CHECK EROSION AND SEDIMENTATION CONTROL MEASURES BY QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF END OF RAINFALL EVENT. COMPLETE ANY NEEDED CLEANING AND REPAIRS WITHIN TIME FRAMES

SPECIFIED IN SWPPP AND/OR UPDES GENERAL PERMIT.

11.POWER WASH EXCAVATION EQUIPMENT BEFORE ENTERING DIFFERENT VEGETATION MATRIX.

12.REMOVE INLET PROTECTION DEVICES AFTER N.O.T. AND FINAL ACCEPTANCE BY OWNER.

13.APPLY WATER FOR FUGITIVE DUST CONTROL BY MEANS OF TRUCKS, HOSES AND/OR SPRINKLERS AT SUFFICIENT FREQUENCY AND QUANTITY ACCORDINGLY:

1. PRIOR TO, CONCURRENTLY AND AFTER EARTHMOVING ACTIVITIES

2. TO DEPTH OF PROPOSED CUTS OR EQUIPMENT PENETRATIONS

3. PRIOR TO EXPECTED WIND EVENTS

4. TO DEVELOP A SURFACE CRUST FOR ALL INACTIVE SITES

14.MINIMIZE FUGITIVE DUST WITH APPROPRIATE VEHICLE HANDLING AND LOADING OPERATIONS.

15.INSTALL FENCE BARRIER AND/OR “NO TRESPASSING” SIGNS TO PREVENT ACCESS AND DISTURBANCE OF INACTIVE AREAS.

ADA ACCESSIBILITY NOTES

1. DO NOT EXCEED MAXIMUM SLOPES FOR ADA ACCESSIBLE ROUTE: LONGITUDINAL SLOPE: 5%; CROSS SLOPE: 2%.

2. DO NOT EXCEED MAXIMUM SLOPES FOR ADA ACCESSIBLE CURB RAMPS: LONGITUDINAL SLOPE: 8.33%; CROSS SLOPE: 2%

3. DO NOT EXCEED 2% MAXIMUM SLOPES FOR ACCESSIBLE PARKING SPACES AND AISLES.

4. DO NOT EXCEED 2% MAXIMUM SLOPE FOR EXTERIOR LANDINGS.

UTILITY NOTES

1. COORDINATE UTILITY CONNECTIONS AND SERVICES BEFORE STARTING CONSTRUCTION. STAGE CONSTRUCTION TO AVOID DELAYS IN SERVICES AND PERMITTING.

2. PROVIDE UTILITY PIPING AND APPURTENANCES ACCORDING TO PROJECT SPECIFICATIONS AND IN LINE WITH APPROPRIATE JURISDICTIONAL SPECIFICATIONS AND DETAILS.

3. SUBMIT TO THE OWNER FOR REVIEW AND ACCEPTANCE FOR BEDDING, BACKFILL, PIPE, METERS, BOXES, VALVES, FIRE HYDRANTS, BLOWOFFS, VAULTS, MANHOLES, INLET BOXES, ETC.

ENSURE SUBMITTALS CONTAIN ENOUGH INFORMATION TO SHOW THAT PROPOSED PRODUCTS AND MATERIALS CONFORM TO OWNER'S STANDARDS AND SPECIFICATIONS.

4. PROVIDE TESTING RESULTS AS REQUIRED PER OWNER SPECIFICATION SUCH AS PRESSURE TESTING, DEFLECTION TESTING, AIR TESTING AND VIDEO INSPECTIONS.

5. CLEAN UTILITY LINES TO REMOVE DIRT AND DEBRIS BEFORE BEING PUT INTO SERVICE. PROTECT DOWN-GRADE LINES FROM WASH-WATER DURING THE CLEANING PROCESS TO AVOID

CONTAMINATION AND COMPROMISING OUTFALL CLEANLINESS.

6. ENSURE ALL UTILITY PIPES, APPURTENANCES, AND STRUCTURES ARE OF NEW MATERIAL.

SANITARY SEWER NOTES

1. MAINTAIN 10 FOOT HORIZONTAL SEPARATION BETWEEN CULINARY WATER LINES AND SANITARY SEWER LINES.

2. WHERE CULINARY WATER LINE CROSSES OVER TOP OF SANITARY SEWER LINE, MAINTAIN VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINE AND SEWER LINE. IF 18 INCHES VERTICAL SEPARATION CANNOT BE ACHIEVED OVER SEWER LINE, OBTAIN ACCEPTANCE FROM ENGINEER AND OWNER FOR PROPOSED APPROACH.

3. FOLLOW EMPIRE ELECTRIC REQUIREMENTS FOR SEPARATION DISTANCES BETWEEN ELECTRICAL LINES.

4. CUT PIPES OFF FLUSH WITH INSIDE WALL OF BOX OR MANHOLE AND APPLY GROUT AT CONNECTION OF PIPE TO PROVIDE SMOOTH FINISH. REMOVE JAGGED OR SHARP EDGES AT PIPE

CONNECTIONS AND APPLY GROUT FOR SMOOTH FINISH.

5. USE NON-SHRINK GROUT WHEREVER GROUT IS REQUIRED FOR SANITARY SEWER FACILITIES.

6. REMOVE SILT AND DEBRIS FROM MANHOLES AND PIPE. MAINTAIN MANHOLES AND PIPES IN CLEAN CONDITION UNTIL FINAL ACCEPTANCE BY OWNER.

7. CLEAN MANHOLE LIDS AND OTHER COVERS TO REMOVE ASPHALT, CONCRETE, TAR OR OTHER ADHESIVES TO ALLOW ACCESS.

STORM WATER NOTES

1. FOLLOW IRC R401.3 FOR SITE DRAINAGE:

1. DIVERT SURFACE DRAINAGE TO STORM SEWER OR APPROVED POINT OF COLLECTION THAT DOES NOT CREATE HAZARD.

2. GRADE PROPERTY TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.

3. GRADE 6 INCHES OF FALL WITHIN FIRST 10 FEET OF FOUNDATION PERIMETER.

4. WHERE PROPERTY LINES, SLOPES OR PHYSICAL BARRIERS PREVENT 6 INCHES OF FALL, CONSTRUCT DRAINAGE SWALES TO ENSURE DRAINAGE AWAY FROM STRUCTURE.

5. SLOPE IMPERVIOUS SURFACES WITHIN 10 FEET OF BUILDING FOUNDATION MINIMUM OF 2% AWAY FROM BUILDING.

2. REMOVE SNAP TIES, NAILS, REBAR AND OTHER PROTRUSIONS FROM BOX OR PIPE INSIDE SURFACE, AND FROM FORM WORK, PLASTIC AND CARDBOARD.

3. REMOVE SILT AND DEBRIS FROM INLET BOXES, COMBO BOXES, JUNCTION BOXES, AND PIPE. MAINTAIN BOXES AND PIPES IN CLEAN CONDITION UNTIL FINAL ACCEPTANCE BY OWNER.

4. CLEAN MANHOLE LIDS AND INLET GRATES TO REMOVE ASPHALT, CONCRETE, TAR OR OTHER ADHESIVES TO ALLOW ACCESS.

5. REMOVE SILT AND DEBRIS FROM INLET BOXES, COMBO BOXES, JUNCTION BOXES, AND PIPE. MAINTAIN BOXES AND PIPES IN CLEAN CONDITION UNTIL FINAL ACCEPTANCE BY OWNER.

MATERIALS NOTES

1. ALL MATERIALS WILL CONFORM TO AUTHORITY(IES) HAVING JURISDICTION (AHJ) SPECIFICATIONS AND STANDARDS UNLESS OTHERWISE INDICATED.

2. WHERE INDICATED, SUBMIT CONSTRUCTION DOCUMENTS TO ENGINEER OR OWNER AS CONSTRUCTION RECORD. SUBMIT ALL CONSTRUCTION DOCUMENTS TO AHJ FOR ALL WORK DONE WITH PUBLIC RIGHT-OF-WAY, INCLUDING FIELD AND LAB TEST REPORTS. ALL SUBMITTALS MUST BE COMPLETED AND SUBMITTED TO OWNER PRIOR TO PROJECT TERMINATION.

3. EARTHWORK

1. SUBMIT LAB REPORTS AS CONSTRUCTION RECORD PER ASTM D1557.

2. SUBMIT FIELD REPORTS AS CONSTRUCTION RECORD, TEST DENSITY PER ASTM D6938 FOR EVERY TYPE OF SOIL WORKED, PER DAY.

3. WITHIN RIGHT-OF-WAY AND OTHER TRAVELED AREAS OR UNDER STRUCTURES COMPACT BACKFILL, BEDDING, EMBANKMENT, IMPORTED FILL AND PAVEMENT MATERIALS TO (95) PERCENT OF ASTM D1557 MAXIMUM LABORATORY DENSITY. IN OTHER NON-TRAVEL AREAS, COMPACT FILLS AND EMBANKMENT MATERIALS TO (90) PERCENT OF ASTM D1557 MAXIMUM

LABORATORY DENSITY.

4. BEDDING MATERIAL

1. USE EXCAVATED SOIL OR IMPORTED SOIL THAT COMPLIES WITH THE MANUFACTURER'S SPECIFICATIONS FOR EACH PIPE OR STRUCTURE PLACED.

2. COMPACT BEDDING AND BACKFILL IN 6-INCH LIFTS TO DENSITY INDICATED ABOVE.

5. CONCRETE

1. SUBMIT CONCRETE MIX DESIGN AS CONSTRUCTION RECORD.

2. SUBMIT LAB REPORTS AS CONSTRUCTION RECORD PER ASTM C31 AND C39 FOR EVERY CLASS AND EVERY 50 CUBIC YARDS PLACED, PER DAY. TEST ONE CYLINDER AT 7-DAYS. TEST 3

CYLINDERS AT 28-DAYS.

3. USE CONCRETE FORMS COMPLYING WITH AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS. CONSTRUCT FORMS ACCORDING TO ACI 381.

4. USE CONCRETE REINFORCEMENT COMPLYING WITH ASTM A615 FOR STEEL AND ASTM A1064 FOR WELDED WIRE. USE ANNEALED 16-GAGE TIE WIRE.

5. USE CONCRETE ACCORDING TO THE FOLLOWING CLASSIFICATIONS.

6. USE CLASS AA CONCRETE FOR ALL SIDEWALK, CURB, GUTTER, VALLEY GUTTER, SPANDRELS, AND COLLARS.

7. USE CLASS S2 CONCRETE FOR ALL CONCRETE PAVING.

8. SLAB-ON-GRADE JOINT NOTES:

1. JOINT ALL REINFORCED AND UNREINFORCED CONCRETE AS DETAILED.

2. TOOL IN CONTROL JOINT IN FRESH CONCRETE OR SAW INTO HARDENED CONCRETE.

3. SAW-CUT HARDENED CONCRETE AS SOON AS POSSIBLE TO MITIGATE CRACKING.

4. INSTALL CONTROL JOINTS TO CREATE SQUARE PANELS. DO NOT EXCEED LENGTH-TO-WIDTH RATIOS OF 1.5:1.

5. INSTALL CONTROL JOINTS AT EVERY ABRUPT CHANGE IN GEOMETRY.

6. AVOID WEDGE SHAPED PANELS WITH INTERIOR ANGLES LESS THAN 45 DEGREES. AVOID “T” SHAPED JOINTS.

7. INSTALL CONTROL JOINTS TO A DEPTH OF 1/3 SLAB THICKNESS.

8. DO NOT EXCEED JOINT SPACING AS DETAILED.

9. INSTALL DOWELS AT COLD JOINTS OF MULTIPLE POURS OF UNREINFORCED CONCRETE OR WHERE REINFORCED CONCRETE SLAB ABUTS ANOTHER.

10. INSTALL EXPANSION JOINT BETWEEN REINFORCED AND UNREINFORCED SLABS.

11. INSTALL EXPANSION JOINT MAXIMUM OF 20' INTERVALS ON UNREINFORCED SLABS.

12. INSTALL EXPANSION JOINT AT BUILDING CORNERS IN BOTH DIRECTIONS.

13. SEAL ALL JOINTS ADJOINING TO BUILDINGS.

14. OWNER MAY REJECT WORK FOR ANY REASON ABOVE.

6. AGGREGATE, BASE COURSE AND STRUCTURAL FILL

1. SUBMIT LAB REPORTS AS CONSTRUCTION RECORD PER AASHTO T180, T11 AND T27 FOR SUBGRADE AND AGGREGATE BASE MATERIAL.

2. SUBMIT FIELD REPORTS AS CONSTRUCTION RECORD, TEST DENSITY PER ASTM D6938 FOR EVERY TYPE OF SOIL WORKED, PER DAY.

3. SUBMIT MIX DESIGNS AS CONSTRUCTION RECORD.

4. USE MATERIAL COMPLYING WITH THE FOLLOWING SPECIFICATIONS FOR ALL AGGREGATE BASE COURSE. USE TYPE 1 MATERIAL UNLESS INDICATED OTHERWISE.

7. ASPHALT PAVEMENT

1.1. DEVELOP HOT MIX ASPHALT (HMA) MIX DESIGN PER SUPERPAVE VOLUMETRIC METHOD PER UDOT MATERIALS OF INSTRUCTION 960 FOR ALL ROADS AND PARKING LOTS.

1.2. ALTERNATIVELY, THE MARSHALL METHOD PER THE ASPHALT INSTITUTE MS-2 MAY BE USED FOR PARKING LOT PAVING DESIGN ONLY.

1.3. SUBMIT MIX DESIGN AS CONSTRUCTION RECORD.

1.4. SUBMIT LAB REPORTS AS CONSTRUCTION RECORDS PER AASHTO T11, T27 AND ASTM D6307.

1.5. SUBMIT FIELD REPORTS AS CONSTRUCTION RECORDS PER ASTM D2950.

1.6. USE PG64-34 ASPHALT BINDER PER AASHTO M320 TABLE 1.

1.7. COMPACT HMA PAVEMENT TO AT MINIMUM (96) PERCENT OF LABORATORY DENSITY.

1.8. USE ASPHALT EMULSION SS-1H OR SS-1 TACK COAT PER AASHTO M140. APPLY TACK TO ALL HMA CONTACT SURFACES, INCLUDING FACES OF ALL OF CURB, IN ROAD FEATURES (MANHOLES, VALVE COLLARS, ETC.), BETWEEN HMA PAVEMENT LIFTS, AND LONGITUDINAL EDGES THAT HAVE COOLED BELOW 175-DEGREES FAHRENHEIT.

1.9. APPLY TACK COAT ACCORDING TO THE FOLLOWING TABLE.

1.10 USE (HMA) AGGREGATE COMPLYING WITH THE FOLLOWING WITH GRADATION AND APPLICABLE AASHTO SPECIFICATIONS. USE 12 - IN. MIX UNLESS OTHERWISE INDICATED

8. SANITARY SEWER UTILITY

1. SUBMIT PRODUCT DATA AS PART OF CONSTRUCTION RECORD.

2. POLYVINYL CHLORIDE (PVC) PIPE FOR ALL WASTEWATER

3. SDR35 PIPE, GREEN - ASTM D3034 FOR 4”-15”, ASTM F679 FOR 12”-27”

4. BELL AND SPIGOT JOINTS WITH SEALS - ASTM 3212

9. STORM DRAIN UTILITY

1. POLYVINYL CHLORIDE (PVC) PIPE FOR STORM/DRAINAGE

2. SCHEDULE 40 WALL STIFFNESS PIPE, WHITE - AASHTO M304 FOR 4”-48”

3. FITTINGS AND INSTALLATION - ASTM D2321

10. SIGNAGE

1. SUBMIT PRODUCT DATA AND SHOP DRAWINGS AS PART OF CONSTRUCTION RECORD.

2. USE ADA-ABA SPECIFICATIONS FOR ALL ADA SIGNAGE.

PERCENT PASSING BY DRY WEIGHT AGGREGATE

SIEVE TYPE 1

TYPE 2 (UNFINISHED

SURFACES)

1 1/2-INCH 100% 100%

1-INCH 90-100% 90-100%

3/4- INCH 70-85% 70-85%

1/2 - INCH 65-80% 65-80%

3/8 - INCH 55-75% 55-75%

NO. 4 40-65% 40-65%

NO. 16 25-40% 25-40%

NO. 200 7-11% 10-16%

CONCRETE MIX DESIGN

CLASS

MIN. WATER/CEMENT

RATIO MAX RATIO

(LB/LB)

MIN. CEMENT

CONTENT (SACKS/C.

Y.)

SLUMP (INCHES) AIR CONTENT

(PERCENT)

MIX DESIGN

COMPRESSIVE

STRENGTH

(PSI)

28-DAY MIN.

COMPRESSIVE

STENGTH (PSI)

S2 0.45 6.5 1-3.5 5.0-7.5 5,870 4,500

AA 0.44 6.0 1-3.5 5.0-7.5 5,210 4,000

PERCENT PASSING BY DRY WEIGHT AGGREGATE

SIEVE ¾-INCH MIX ½ - INCH MIX 3/8 - INCH MIX

1-INCH 100%

¾ - INCH 90–100% 100%

½ - INCH <90% 90-100% 100%

3/8 - INCH <90% 90-100%

NO. 4 < 90%

NO. 16 23-49% 28-58% 32-67%

NO. 200 2-8% 2-10% 2-10%

TACK COAT APPLICATION RATE [GAL PER SQ YD]

PAVEMENT CONDITION RESIDUAL UNDILUTED 1:1 DILUTION 2:1 DILUTION

NEW HMA 0.03 0.05 0.10 0.08

OXIDIZED HMA 0.05 0.09 0.18 0.13

MILLED HMA 0.07 0.12 0.24 0.18

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING STEEL ANTENNA PROTECT IN PLACE

COORDINATE WITH COUNTY AND UTILITY PROVIDER

EXISTING WATER LINE.

FIELD VERIFY LOCATION AND DEPTH

02.10

02.33

02.37

02.60

02.01.01

02.01

02.21

WATER VALVE PROTECT IN PLACE

EXISTING DOWN SPOUT

PROTECT IN PLACE

EXISTING DOWN SPOUT

PROTECT IN PLACE

EXISTING DOWN SPOUT

PROTECT IN PLACE

50.00'

02.10

02.01

02.37

02.01.02

130.00'

C-100

-0

_1 st nd rd

-ir

.c tb M

O N

M A

C O

U N

G R

O U

N D

C -1

C O

N D

N S

N O

. B Y

O R

O N

F O

R A

O R

COUNTY

SHEET NO.

D W

G C

W G

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

T N

U M

=2 0'

C R

E 9/

MONTEZUMA

M O

FEET

0 40 80

DEMOLITION PLAN

ITEM DESCRIPTION DETAIL UNITS TOTAL

QUANTITY

02.00 EXISTING CONDITIONS

02.01 EXISTING WATER LINE PRESERVE AND PROTECT IN

PLACE N/A N/A N/A

02.01.01 EXISTING FENCE PRESERVE AND PROTECT IN PLACE N/A N/A N/A

02.01.02 EXISTING CULVERT PROTECT IN PLACE N/A N/A N/A

02.10 REMOVE FENCE AND FOOTING N/A LF 171

02.21 REMOVE TREE. INCL. ROOT-BALL AND ROOTS

GREATER THAN 1/2-IN. DIA. N/A EA 3

02.33 DEMOLISH AND REMOVE CONCRETE FLATWORK N/A SF 2796

02.37 SAWCUT CONCRETE N/A LF 18

02.60 REMOVE AND REPLACE SANITARY SEWER PIPE; INCL.

EXCAVATION AND BACKFILL. SEE SITE PLAN N/A LF APPROX. 130

EXISTING

BUILDING

14.04' 32.66'

138.18'

95.0'

22.00'

20.00'

TYP.

27.75'

50.27'

32.03

32.01

32.63

32.65

32.49

32.21

32.70

7.75'

32.51

130.00'

32.01

32.65

TYP.

32.64

TYP.

32.08

C-101

-0

_1 st nd rd

-ir

.c tb M

O N

M A

C O

U N

G R

O U

N D

C -1

N S

N O

. B Y

O R

O N

F O

R A

O R

COUNTY

SHEET NO.

D W

G C

W G

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

T N

U M

C R

E 9/

MONTEZUMA

M O

FEET

0 40 80

SITE PLAN

ITEM DESCRIPTION DETAIL UNITS TOTAL

QUANTITY

32.00 EXTERIOR IMPROVEMENTS

32.01 6-IN. REINFORCED CONCRETE PAVING; INCL

REINFORCEMENT, BASE AND COMPACTED SUBGRADE K9 ON C-501 SY 405

32.03 4-IN. CONCRETE SIDEWALK; INCL BASE AND

COMPACTED SUBGRADE K5 ON C-501 SY 192

32.07 3-FT. CONCRETE WATERWAY; INCL BASE AND

COMPACTED SUBGRADE K13 ON C-501 SY 47

32.08 RIPRAP D50=6" N/A SF 27

33.21

REPLACE EXISTING SANITARY SEWER PIPE, FROM

BUILDING TO SEPTIC TANK, MATCH DIAMETER; INCL

TRENCHING AND FITTINGS

D1 ON C-501 LF APPROX. 130

32.49

3-IN. HMA PAVEMENT (1/2-IN. HMA MIX) ; INCL.

UNTREATED BASE COURSE, GRANULAR BORROW AND

COMPACTED SUBGRADE

K1 ON C-501 SY 1063

32.51 7-FT LONG BY 7-IN. TALL PRECAST CONCRETE WHEEL

STOP D9 ON C-501 EA 11

32.63 3-FT BY 3-FT A.D.A. HANDICAP SYMBOL, PAINTED

WHITE AND BLUE. G1 ON C-501 EA 11

32.64 4-IN. PARKING STALL STRIPING, PAINTED WHITE N/A LF 320

32.65 4-IN. NO PARKING DELINEATION, PAINTED YELLOW N/A SF 956

32.70 3-FT. DRILL STEM PIPE FENCE, PAINTED WHITE G13 ON C-501 LF 50

32.07

NOTE:

· PLACE ACCESSIBLE PARKING SIGNS ON BUILDING.

EXISTING

BUILDING

53.23' of 4" @ 2.07%

.7 9' o f 4

.8 1' o f 4

FFE:100.00

33.45.02

TOA:97.75

TOC/TOA:95.03

TOA:98.67

TOA:99.00TOC/TOA:98.62

TOC/TOA:98.53

TOC/TOA:99.50

TOC/TOA:99.58

TOC:99.56

TOC:99.69 TOC:99.90

TOC:99.85

TOC:99.90

(MATCH EXISTING)

TOC:99.90

TOC:94.80

FL:95.84

TOC:97.34

-2.0%

-1.3%

-1.5% -9.2%

-11.2%

-1.3% -1.8%-9.0%

-11.2%

-1.8%

-1.3%

-1.8% -9.1%

-6.6%

-1.8%

-1.9% -1.8%

-9.1%

-9.6%

-5 .1

% -4 .4

-2 .0

-2

-2 .8

-4 .4

%-5 .1

-13.3%

-1.5%

-1.8%

-1.4%

-2 .8

TOC:100.00

(MATCH EXISTING)

TOC:99.90

(MATCH EXISTING)

TOC:100.00

(MATCH EXISTING)

TOA:98.85

TOA:98.50

TOA:99.30

TOA:99.00

TOA:98.90

TOA:98.32

C-301

-0

_1 st nd rd

-ir

.c tb M

O N

M A

C O

U N

G R

O U

N D

C -3

N S

N O

. B Y

O R

O N

F O

R A

O R

COUNTY

SHEET NO.

D W

G C

W G

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

T N

U M

=2 0'

C R

E 9/

MONTEZUMA

M O

FEET

0 40 80

NOTE:

1. ALL ELEVATIONS ARE BASED ON FFE:100.00

2. CHECK SLOPES ON NORTH SIDE OF BUILDING FOR ADA COMPLIANCE WITH NEW GRADING.

3. TOPOGRAPHIC SURVEY WAS NOT PERFORMED FOR THE SITE. ELEVATIONS SHOWN ARE RELATIVE TO BUILDING FINISHED FLOOR

AND ARE ESTIMATES ONLY BASED ON BEST AVAIABLE DATA. FIELD ADJUSTMENTS IN COORDINATION WITH OWNER WILL BE

NECESSARY BASED ON ACTUAL TOPOGRAPHIC CONDITIONS ENCOUNTERED ON SITE.

GRADING AND DRAINAGE

ITEM DESCRIPTION DETAIL UNITS TOTAL

QUANTITY

33.45.02 4-IN. SCH 40 PVC STORM DRAIN PIPE; INCL. TRENCHING

AND BACKFILLING G9 ON C-501 LF 182

NATIVE SOIL, CUT

OR FILL AS NEEDED

HOT MIX ASPHALT - 1/2" MIX.

(3" THICK)

UNTREATED BASE COURSE

(9" THICK)

SCARIFY, MOISTURE

CONDITION, & RECOMPACT

SUBGRADE TO 8" DEPTH

1' MIN.

11 2"

SEE SITE PLAN

NOTES:

1. AT DRIVEWAYS, CONSTRUCT 7" DEPTH

CONCRETE SLAB FOR SIDEWALK.

2. SEE DETAIL FOR CONCRETE JOINTS.

4" DEPTH CONCRETE

SIDEWALK.

2% MAX.

BACKFILL BEHIND

SIDEWALK.

3:1 MAX CUT SLOPE

3:1 MAX FILL SLOPE

4" MIN. UNTREATED BASE COURSE

FINISHED GRADE

COMPACTED SUBGRADE NATIVE

SOIL, CUT OR FILL AS NEEDED

6" CONCRETE PAVING

UNTREATED BASE COURSE

(6" THICK)

REINFORCING BAR, #4 BAR

@ 18" OC EACH WAY

4" W

10' TYP.

(8' MIN.)

10' TYP.

(5' MIN.)

(8' MIN. - VAN)

'-0

5'-0" (STD)

PAINTED EMBLEM ON PAVEMENT TYP. AT ALL

ACCESSIBLE PARKING STALLS. (2 COATS)

BLUE FIELD w/ WHITE SYMBOL AND BORDER.

NOTE:

1. USE ACRYLIC WATER-BASED PAINT WITH COLORS AS

INDICATED. (2 COATS)

2. LOCATE ACCESSIBLE PARKING SIGN 3' BEHIND FACE OF

WHEEL STOP OR CURB. WHERE SIDEWALK IS DIRECTLY BEHIND

CURB LOCATE SIGN 6" BEHIND SIDEWALK.

4" W

" S

Q U

2.00'

ACCESSIBLE PARKING SYMBOL (TYP)

SEE DETAIL ABOVE.

4" WIDE WHITE STRIPES

AT 45° ANGLE, 2'-0" O.C.

(2 COATS)

ACCESSIBLE PARKING SIGN & POST (TYP)

SEE NOTE 2.

ACCESSIBLE PARKING SYMBOL

3' 1.5' 1.5'

2" 6"6"

TACK COAT REQ'D WITH

HMA PAVEMENT, TYP.

8" THICK CONCRETE.

6" UNTREATED BASE COURSE,

(4) EQUALLY SPACED #4 BARS,

CONTINUOUS.

NOTES:

1. CONSTRUCT WATERWAY TO DRAIN WITHOUT PONDING.

2. SEE DETAIL FOR CONCRETE JOINTS.

HMA OR CONCRETE

PAVEMENT

CONCRETE

EDGE OF PAVEMENT AFTER COMPACTION

TACK COAT

HMA PAVEMENT

UNTREATED BASE COURSE

1/ 4"

GROUND SURFACE

SLOPE

4" PVC STORM DRAIN PIPE

45° ELBOW 1'

. C

R D

45° BEND

GUTTER DOWNSPOUT

FIELD FIT CONNECT DOWNSPOUT TO 4" PVC PIPE CONNECTION

4" PVC STORM DRAIN PIPE

15.00'

' 1.00'

2 78" DRILL STEM PAINTED WHITE

2 78" DRILL STEM PAINTED WHITE2 78" DRILL STEM PAINTED WHITE

WELDED END CAP

WELDED SADDLE JOINT

CONTROL JOINT

SAW CUT OR SCORE.

NOTES:

1. USE FOR CURB, CURB & GUTTER, WATERWAY, AND SIDEWALK.

2. FOR FLATWORK, PLACE AT SPACING EQUAL TO SLAB WIDTH, BUT NOT GREATER THAN 12'

3. FOR CURB, CURB & GUTTER AND CROSS GUTTER PLACE AT 10' INTERVALS.

1/4"T/3

MAXIMUM CONTROL JOINT SPACING

SLAB THICKNESS, IN.MAXIMUM JOINT SPACING, FT.

UNREINFORCED REINFORCED

4 8 10 5 10 12 6 12 15

8 16 20NON-TRAVELED AREAS TRAVELED AREAS

6" 1'

-0

O .D

4' -0

" M

1'-0"PIPE

O.D.1'-0"

6" 1'

-0

O .D

4' -0

" M

1'-0" PIPE

O.D. 1'-0"

STREET OR GROUND SURFACE

SEE ROADWAY REPAIR DETAIL

90% DENSITY FOR BACKFILL COMPACTION

IN 6" TO 12" LIFTS REQUIRED

SLOPE TO VARIES MEET O.S.H.A.

REQUIREMENTS AND SOIL CONDITIONS

96% DENSITY FOR BACKFILL COMPACTION

IN 6" TO 12" LIFTS REQUIRED

WARNING TAPE, 24" ABOVE PIPE

96% COMPACTED BEDDING MATERIAL IN 6" LIFTS

MAXIMUM ALLOWABLE WATER

LEVEL. DURING CONSTRUCTION

4" 4"

(2) #4 REINF. PLACED TOP

& BOTTOM (CENTER)

(2) 14" x 1/2" STEEL DRIVE

DOWN PINS.

PRECAST CONCRETE 6'-0" LONG

ASPHALT PAVEMENT

C-501

-0

9/ 2/

_1 st nd rd

-ir

.c tb

##C -5

N S

N O

. B Y

O R

O N

F O

R A

O R

COUNTY

SHEET NO.

D W

G C

W G

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

T N

U M

S C

R _D

SCALE

K1 TYPICAL HMA PAVEMENT SECTION

SCALE

K5 CONCRETE SIDEWALK

SCALE

K9 REINFORCED CONCRETE PAVING

SCALE

K13 CONCRETE WATERWAY

SCALE

G13

SCALE

MONTEZUMA

M O

ADA PARKING STALL PAVEMENT EDGE ROOF DRAIN CONNECTION TYPICAL FENCE SECTION

CONTROL JOINT PRECAST CONCRETE WHEELSTOPSEWER TRENCH

NTS NTS NTS

NTSNTSNTSNTS

NTS NTS NTS NTS

File details come from the government source that posted it. Updated Oct 8, 2025.