ITB-24-2 PVRCC Renovation - Construction Plans.pdf

PROJECTION (PLAN / ELEVATION)

MEMBRANE ROOFING

STUCCO

CUT (SECTION)

CONCRETE

EARTH

RIGID INSULATION

BATT INSULATION

WOOD BLOCKING

SPRAYED INSULATION

1HR FIRE RATED WALL ASSEMBLY

CMU

EXISTING WALL TO REMAIN

NEW WALL

BUILDING SECTION SYMBOL WALL SECTION SYMBOL

ELEVATION SYMBOLS REFERENCE KEYNOTE SYMBOL

A101

SIM

DETAIL SYMBOL

A101

SIM

SIMILAR, TYPICAL, OR MIRRORED

REFERENCE

SIMILAR, TYPICAL, OR MIRRORED

REFERENCE

SPOT DIMENSIONS

HEIGHT INDICATION (ABOVE RESPECTIVE

GROUND FLOOR LEVEL ELEVATION)

0'-0"

WINDOW/ DOOR TAG SYMBOLS

WALL TAG SYMBOL

PARTITION TYPE

1,234 SF

ROOM NUMBER

AREA

OCCUPANT LOAD

ROOM TAG SYMBOL

Room name

CH= 1'-0"

CEILING TAG SYMBOL

HEIGHT INDICATION (ABOVE RESPECTIVE

FLOOR LEVEL ELEVATION)

DETAIL

SHEET NUMBER

SHEET NUMBER

BUILDING SECTION

NUMBER

SHEET NUMBER

DETAIL

SHEET NUMBER

BUILDING SECTION NUMBER

SHEET NUMBER

ELEVATION NUMBER

A1 A101

E3/A504

DETAIL / SHEET #E

/A

A101

SIM

A101

SIM

A101

SIM

A101

1t

101 DOOR TAG

1t

WINDOW TAG

KEYED NOTE - REFERS

TO KEYNOTE LEGEND

ON EACH SHEET

PROJECT

LOCATION

S M

A

IN

S T

ST. MARY'S PL E. CHISUM ST. W. CHISUM ST.

U S

H W

Y

E. WILDY ST.

E. HOBBS ST.

S R

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ADDITIVE ALTERNATE #1:

• NEW BACK-UP DIESEL GENERATOR AND ASSOCIATED PAD, CONDUIT AND FEEDERS.

REFER TO ELECTRICAL.

ADDITIVE ALTERNATE #2:

• NEW REDUNDANT HVAC SYSTEM (AND ASSOCIATED STRUCTURAL BRACING) SERVING

DISPATCH AREA. REFER TO MECHANICAL AND STRUCTURAL.

ADDITIVE ALTERNATE #3:

• EXTERIOR IMPROVEMENTS TO SECURE PARKING AREA TO INCLUDE:

1. DEMOLITION OF EXISTING SITE CONDITIONS. REF. ARCHITECTURAL AND CIVIL.

2. NEW CONCRETE AND ASPHALT PAVING. REFER TO ARCHITECTURAL AND CIVIL.

3. PARKING LOT STRIPING. REFER TO ARCHITECTURAL AND CIVIL.

4. NEW LANDSCAPING. REFER TO LANDSCAPING AND IRRIGATION PLAN.

5. NEW CMU SITE WALL AT GENERATOR LOCATION.

6. NEW SITE FURNISHINGS.

ADDITIVE ALTERNATE #4:

• CHEMICAL FIRE SUPPRESSION SYSTEM FOR NEW I.T. ROOM. REFER TO PLUMBING.

R E

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OF NEW

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ORICHARD HAAS

NO. 2530

This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Desert Peak Architects P.C.. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.

DESERT PEAK ARCHITECTS P.C.

311 N MAIN STREET

LAS CRUCES

NEW MEXICO 88001

P. 575.528.0022

SHEET NO.

SHEET TITLE

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1 3 4 52

PROJECT NO.

550-01

G001

COVER SHEET

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07/06/2023

DRAWING INDEXOWNER:

CHAVES COUNTY

CONTACT:

MAC ROGERS

PUBLIC SERVICES DIRECTOR

575-624-6611

CONSULTANTS:

STRUCTURAL ENGINEERING

LILLY ENGINEERING INC.

5160 CALLE BELLISIMA,

LAS CRUCES, NM 88011

P: (575) 521-0006

CONTACT: DAN LILLEY

ARCHITECT:

DESERT PEAK ARCHITECTS, INC

311 NORTH MAIN STREET

LAS CRUCES, NM 88005

P. (575) 528 - 0021

CONTACT: RUBEN CONTRERAS

MECHANICAL, ELECTRICAL, PLUMBING

VICINITY MAP

PECOS VALLEY REGIONAL

COMMUNICATIONS CENTER

RENOVATION

TESTUDO ENGINEERING

7007 WYOMING BLVD NE SUITE E,

ALBUQUERQUE, NM 87109

(505) 554 - 1282

CONTACT: WAYNE YEVOLI

1 ST. MARY'S PL.

ROSWELL, NM 88203

CIVIL ENGINEERING

SOUDER MILLER & ASSOCIATES

3500 SEDONA HILLS PKWY,

LAS CRUCES, NM 88001

P: (575) 647-0799

CONTACT: MICHAEL JOHNSON

MATERIAL LEGEND

SYMBOL LEGEND

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL EXISTING BUILDING CODE

2015 NM COMMERCIAL CODES

2021 UNIFORM PLUMBING CODE

2021 NM PLUMBING CODE

2021 UNIFORM MECHANICAL CODE

2021 NM MECHANICAL CODE

2017 NM ELECTRICAL CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

DESIGN CODES

COVER G-SHEETS

G001 COVER SHEET

G002 CODE REVIEW DATA

G005 ACCESSIBLE MOUNTING HEIGHTS

ARCHITECTURAL

A100 ARCHITECTURAL SITE PLAN

A101 OVERALL FLOOR PLAN

A102 ENLARGED FLOOR PLAN AND SITE PLAN

A111 FIRST FLOOR DIMENSIONED PLAN & WALL PARTITION TYPES

A121 FIRST FLOOR REFLECTED CEILING PLAN

A131 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS AND WALL SECTIONS

A401 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A510 DETAILS

A520 INTERIOR DETAILS

A602 DOOR AND WINDOW SCHEDULE

A651 INTERIOR FINISH PLANS

DEMOLITION

D100 DEMOLITION PLAN

ELECTRICAL

E001 ELECTRICAL GENERAL NOTES, LEGEND & FIXTURE SCHEDULE

E101 LIGHTINGNEW WORK PLAN

E201 POWER NEW WORK PLAN

E301 MECHANICAL EQUIPMENT CONNECTIONNEW WORK PLAN

E401 FIRE ALARMNEW WORK PLAN

E600 RISER DIAGRAM

E601 PANEL SCHEDULES

ED101 DEMOLITION LIGHTING AND POWER PLAN

ES101 ELECTRICAL SITE PLAN

MECHANICAL

M101 MECHANICALHVAC FLOOR PLAN

M101A MECHANICAL HVAC FLOOR PLAN (ALT)

MP501 MECHANICAL DETAILS

MP601 MECHANIAL AND PLUMBING GENERAL

NOTES, SCHEDULES AND LEGENDS

PLUMBING

P101 PLUMBING FLOOR PLAN, RISER DIAGRAM AND

CLEAN AGENT CONTROL SCHEMATIC

ALTERNATE SCHEDULE

LANDSCAPE

LA101 LANDSCAPING AND IRRIGATION PLAN

SPECIAL SYSTEMS

CURREY ADKINS

100 S ALTO MESA DR, EL PASO, TX 79912

(915) 833-6604

CONTACT: ROBERT FARAH

CIVIL

C100 GENERAL NOTES

C201 DEMOLITION PLAN

C300 GRADING PLAN

C400 UTILITY PLAN

C600 PROJECT DETAILS

C700 SIGNAGE AND STRIPING PLAN

C900 EROSION CONTROL PLAN - PRE CONSTRUCTION

C901 EROSION CONTROL PLAN - DURING CONSTRUCTION

DS-1 DRAINAGE SHEET

M a rk

D a te

D e s c ri p ti o n

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES AND STRUCTURAL BRACING PLAN

SPECIAL SYSTEMS

TS01 COVER

TS100 SPECIAL SYSTEMS LEGEND AND KEY PLAN

TS101 SPECIAL SYSTEMS SITE PLAN

TS102 SPECIAL SYSTEMS PLAN AND REFLECTED CEILING PLAN

TS201 SPECIAL SYSTEMS DIAGRAMS AND DETAILS

TS301 SURVEILANCE DETAILS

TS401 SPECIAL SYSTEMS DETAILS

TS402 SPECIAL SYSTEMS DETAILS AND BACKBONE RISER DIAGRAM

TS403 SPECIAL SYSTEMS EQUIPMENT LAYOUTS

TS404 RACK ELEVATION LAYOUT

PROJECT TYPE:

LEVEL 2 ALTERATIONS TO EXISTING BUILDING.

Per IBC 2015 - 304.1

OCCUPANCY CLASSIFICATION - GROUP B

EXISTING CONSTRUCTION TYPE - IIIB

SPRINKLERED: YES

TOTAL EXISTING BUILDING GROSS BUILDING AREA: 72,908 SF (UNCHANGED)

TOTAL NEW WORK GFA: 3,217 SF

MEANS OF EGRESS - Per IBC 2015 CHAPTER 10

MINIMUM REQUIRED EGRESS

STAIRS 0.3"/ OCCUPANT

EXITS 0.2"/ OCCUPANT

EGRESS DOORS: 32" MINIMUM CLEAR

EXIT TRAVEL DISTANCE REQUIREMENTS - Per IBC 2015 1017.2

OCCUPANCY CLASSIFICATION B (SPRINKLERED) - 300'-0" MAX DISTANCE

SEPARATION REQUIREMENTS - (IBC 2015)

Per IBC 2015 TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES

NO SEPARATION REQUIRED BETWEEN B AND B OCCUPANCIES

Per IBC 2015 1020.1 CORRIDOR < 30 OCC. 0 FIRE RESISTANT RATING

REQUIRED

Per IBC 2015 1020.1 CORRIDOR > 30 OCC. (SPRINKLERED) 0 FIRE RESISTANT

RATING REQUIRED

1 HR. RATED ASSEMBLY PROVIDED AT CORRIDOR.

OCCUPANT LOAD FACTOR - Per IBC 2015 1004.1.2

BUSINESS AREA (B) - 100 GSF/OCCUPANT

OCCUPANT LOAD (WORK AREA): 3,217 SF/100 = 32.17 = 33 OCCUPANTS

EXIT CORRDOR WIDTH REQUIREMENTS - Per IBC 2015 1020.2

OCCUPANCY: "WITH AN OCCUPANT LOAD OF LESS THAN 50"

REQUIRED: 36" CLEAR WIDTH PROVIDED: 60" CLEAR WIDTH

CODE REVIEW

PROJECT INFORMATION

• ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE:

- TYPE III B (SPRINKLERED): 75'

ACTUAL BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: 53'-8" (UNCHANGED)

• ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE:

-TYPE III B (SPRINKLERED): 4

ACTUAL NUMBER OF STORIES ABOVE GRADE PLANE: 1 (UNCHANGED)

• ALLOWABLE AREA IN SQUARE FEET

- TYPE III B (SPRINKLERED): 76,000 SF

ACTUAL AREA IN SQUARE FEET: 72,908 SF (UNCHANGED)

MAX EXIT TRAVEL DISTANCE: 49'-0"

GENERAL BUILDING HEIGHTS AND AREAS - Per IBC 2015 - TABLES 504.3, 504.4, 506.2

NUMBER OF EXITS AND EXIT ACCESS DOORWAYS - Per IBC 2015 1006.2.1

TWO EXITS OR EXIT ACCESS DOORWAYS FRAM ANY SPACE SHALL BE

PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR COMMON PATH OF

EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1

PER TABLE 1006.2.1 - 2 EXITS SHALL BE REQUIRED FOR BUSINESS OCCUPANCY

EXCEEDING 49 OCCUPANTS

100' MAX COMMON PATH OF EGRESS TRAVEL FOR B OCCUPANCIES WITH

ONE EXIT OR EXIT ACCESS DOORWAY

PLUMBING REQUIREMENTS:

USE REQUIRED EXISTING TO REMAIN

47 WOMEN

46 MEN

TOTAL OCCUPANT LOAD (93) =

(IBC 2015 CHAPTER 29: TABLE 2902.1)

W.C. LAV. W.C. LAV.

MEN 2 2 3 3

WOMEN 2 2 2 2

DRINKING FOUNTAINS REQUIRED EXISTING TO REMAIN

OCCUPANTS (93) 1 1

SERVICE SINK REQUIRED EXISTING TO REMAIN

1 MULTIPLE SERVICE

SINKS AVAILABLE IN OTHER

PORTIONS OF THE BUILDING.

OCCUPANCY: B (BUSINESS)

WING D PLUMBING REQUIREMENTS:

5'-1" CLEAR

NO WORK THIS AREA

BUSINESS AREA: 5,947 SF

OCC: 59.47

305 SF

BUSINESS AREA

OCC-3.05

3035 SF

BUSINESS AREA

OCC-30.35

A8

B

D

C

MAX TRAVEL

DISTANCE TO

EXIT: 49'-0"

MAX TRAVEL

DISTANCE TO

EXIT: 72'-0"

36" CLEAR MIN.

M

IN

EGRESS LEGEND

A EXIT IDENTIFICATION MARKER

# TOTAL NUMBER OF OCCUPANTS

SERVED BY AN EXIT

MAX TRAVEL DISTANCE LINE

LOCATION OF EXIT SIGNAGE

MERCANTILE

1004 SF

OCC-16.73

FUNCTION OF SPACE

AREA OF SPACE

OCCUPANT LOAD OF

SPACE

EXIT CAPACITIES

MARK CLEAR WIDTH FACTOR CAPACITY ACTUAL USAGE

A 44" .2 220 8 B 64" .2 320 21 C 64" .2 320 21 D 64" .2 320 29

PROJECT

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OF NEW

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ORICHARD HAAS

NO. 2530

This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Desert Peak Architects P.C.. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.

DESERT PEAK ARCHITECTS P.C.

311 N MAIN STREET

LAS CRUCES

NEW MEXICO 88001

P. 575.528.0022

SHEET NO.

SHEET TITLE

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S

U E

D

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B

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1 3 4 52

PROJECT NO.

550-01

G002

CODE REVIEW DATA

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07/06/2023

1/8" = 1'-0"G002

B3 EXITING DIAGRAM - WING D

M a rk

D a te

D e s c ri p ti o n

5' -0

6' -6

1' -6

4"

2' -0

3"

10"

5' -0

7' -2

4"

2' -0

3"

10"

4" 4"

1' -6

1'-0" 1'-0"

2' -6

2' -6

1"R

(TYP.)

2"∅ STD WT GALV. STL PIPE POST

FINISH GRADE OR PAVING

REF. SITE PLAN

1'-0"∅ CONC. FTG

SLOPE TOP TO DRAIN

3 #10x3/4" SELF TAPPING VANDAL

PROOF SCREWS

INTERNATIONAL SYMBOL OF

ACCESSIBILITY AND GRAPHICS

PAINTED W. WHITE REFLECTORIZED

PAINT - GRAPHICS AS FOLLOWS:

"RESERVED FOR HANDICAPPED

"VAN ACCESSIBLE" WHERE REQUIRED

16 GA. GALV STL SIGN PAINTED

W/ BLUE REFLECTORIZED PAINT

INCLUDING FASTENERS

1"R

(TYP.)

4"∅ STD WT GALV. STL PIPE POST

VAN ACCESSIBLE

HANDICAPPED

FOR

RESERVED

HANDICAPPED

FOR

RESERVED

Max.

10"

M in

M a x

M a x

10" - 24"

M a x

CLEAR TURNING

CIRCLE

60" DIAMETER

CLEAR

FLOOR

AREA

CLEAR

FLOOR

AREA

30"

12" 36" 12"

T-SHAPED TURNING

SPACE

URINALS

LAVATORIES

WATER CLOSETS

ALIGN

CENTER ON

FIXTURE

WRAP HOT & WASTE

WATER PIPING WITH

INSULATION

ADULT

HC

ADULT

R E

F L E

C T

IV

S

U R

F A

C

EQ EQ

IN

K R

IM

L

E V

E L

EQ EQ

CLEAR

30"

T O

B O

T O

F

17"-20"

T O

S

IN

K R

IM

8"

11"

17"-25"

T O

S P

O U

T

CLR MIN TYP

30"

EQ EQ

T O

S P

O U

T

M A

X T

O A

IR

O

U T

L E

T

INSTALL AS LOW AS

POSSIBLE; PREFERED

MOUNTING TO HAVE

BOTTOM OF MIRROR AT

SINK RIM LEVEL

EHD SD

MI36

PD

DF

DF

19" MAX

M

IN

48" MIN.

1 22

T O

S P

O U

T

M A

X T

O T

O P

O F

L E

V E

R

FLUSH

CONTROL

AT OPEN

SIDE

T O

R

IM

M

IN

M A

X

7"-9" 13"

12" MAX

42"

40"

-1

/2

M

IN

M

IN

M A

X

36"

6" MAX

18"

M A

X

CLEAR

30"

T O

T O

P O

F C

O N

T R

O L

S

M A

X

EQ EQ

TD

SND

GB42

G B

GB36

TD

GB42

G B

GB36

M

IN

MIN.

5'-0"

1'-6" 3'-0" 6"

16" MIN. - 18" MAX.

M

IN

CLEAR FLOOR

SPACE

3 4

F R

O M

F L O

R

M

A X

BABY CHANGING STATION

T O

W O

R K

U R

F A

W

H E

N I N

P

N

P

S

IT

IO

N

ABBREVIATION LEGEND

RS: ROOM SIGNAGE

RH: ROBE HOOK

SR: SHOWER CURTAIN ROD

TB: TOWEL BAR

SK: SINK

MI: MIRROR

TP: TOILET PAPER DISPENSER

SND: SANITARY NAPKIN DISPOSAL

GB42: GRAB BAR- 42" LONG

GB36: GRAB BAR- 36" LONG

GB18: VERTICAL GRAB BAR - 18" LONG

EHD: ELECTRIC HAND DRYER

SD: SOAP DISPENSER

PD: PAPER TOWEL DISPENSER

DF: DRINKING FOUNTAIN

FE: FIRE EXTINGUISHER

WC: WATER CLOSET

UR: URINAL

T O

C E

N T

E R

L

IN

E O

F E

X T

IN

G

U

IS

H E

R B

R A

C K

E T

M

A X

FIRE EXTINGUISHER

CABINET BODY

FIRE EXTINGUISHER

CABINET WALL TRIM

5/8" GYPSUM WALL BOARD

AS CHEDULED.

PROVIDE FIRE RATING AS

SCHEDULED

METAL STUD

METAL STUD AS CHEDULED.

PROVIDE FIRE RATING AS

SCHEDULED

5/8" GYPSUM WALL BOARD

BUILDING SIGNAGE SHALL

COMPLY WITH SECTION 703 OF

THE ADAAG DESIGN GUIDELINES

LIBRARY

C H

A R

A C

T E

R H

E

IG

H T

/8

M

IN

M A

X

RAISED CHARACTERS SHALL BE 1/32" MIN. ABOVE THEIR

BACKGROUND,SHALL BE UPPERCASE, SHALL BE SANS

SERIF OF STANDARD FORMAT FONT. CHARACTER

SHALL BE SELECTED FROM FONTS WHERE THE WIDTH

OF THE UPPERCASE LETTER "O" IS 55% MIN. AND 110%

MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I".

F R

O M

R A

IS

E

D L

E T

T E

R S

/8

M

IN

S

P A

C

IN

G

F R

O M

R A

IS

E

D B

O R

D E

R S

/8

M

IN

S

P A

C

IN

G

T O

B A

S E

L

IN

E O

F T

H E

L O

W E

S T

T A

C T

IL

E

C H

A R

A C

T E

R

M

IN

FINISHED FLOOR

T O

B A

S E

L

IN

E O

F H

IG

H

E S

T T

A C

T

IL

E C

H A

R A

C T

E R

M

A X

BRAILLE SHALL BE CONTRACTED

(GRADE 2) AND SHALL COMPLY WITH

SECTIONS 703.3 AND SECTIONS 703.4 OF

THE ADAAG DESIGN GUIDELINES

REFUGE

AREA OF

AREA OF

REFUGE

M

IN

M A

X

ALL DOOR HARDWARE TO COMPLY WITH

SECTION 1010.1.9

REGARDING: HARDWARE, HARDWARE HEIGHT, LOCKS

AND LATCHES, BOLT LOCKS, UNLATCHING,

CONTROLLED EGRESS DOORS, DELAYED EGRESS,

SENSOR RELEASE OF ELECTRICALLY LOCKED EGRESS

DOORS, ELECTROMAGNETIC LOCKED EGRESS DOORS,

LOCKING ARRANGEMENTS IN CORRECTIONAL

FACILITIES AND STAIRWAY DOORS

1/2" = 1'-0"G005

B4 TYPICAL ADA MOUNTING HEIGHTS (ADULT)

3/8" = 1'-0"G005

A5 01 FLOOR AREA DIAGRAMS

1/2" = 1'-0"G005

B1 TYPICAL ADA MOUNTING HEIGHTS (ADULT)

1/2" = 1'-0"G005

A1 TYPICAL ADA MOUNTING HEIGHTS (ADULT)

3/4" = 1'-0"G005

D2 FEC MOUNTING DETAIL

1 1/2" = 1'-0"G005

C2 FIRE EXTINGUISHER CABINET DETAIL

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OF NEW

MEX

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ORICHARD HAAS

NO. 2530

This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Desert Peak Architects P.C.. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.

DESERT PEAK ARCHITECTS P.C.

311 N MAIN STREET

LAS CRUCES

NEW MEXICO 88001

P. 575.528.0022

SHEET NO.

SHEET TITLE

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S

U E

D

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B

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1 3 4 52

PROJECT NO.

550-01

G005

ACCESSIBLE

MOUNTING HEIGHTS

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07/06/2023

1/2" = 1'-0"G005

C3 BUILDING SIGNAGE

1/2" = 1'-0"G005

C4 TACTILE SIGN

1/2" = 1'-0"G005

D3 HARDWARE

1/2" = 1'-0"G005

C1 ACCESSIBILITY SIGN

M a rk

D a te

D e s c ri p ti

AS SHOWN

C100Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

© Copyright 2020 Souder, Miller & Associates - All Rights Reserved

Designed CheckedDrawn

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March 2023

9B31722

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P:\9-DPA Pecos Valley RCC Renovation (9B31722)\CAD\Civil\Construction Drawings\9B31722 - GENERAL NOTES.dwg 3/2/2023 3:46 PM AXA

NOTE: THESE DRAWINGS ARE TO BE USED TO

ACQUIRE PERMITS FROM JURISDICTIONAL

GOVERNMENTAL AGENCIES AND ARE NOT TO BE

RELIED UPON FOR PROJECT BIDDING PURPOSES

OR FOR CONSTRUCTION UNTIL APPLICABLE

CONSTRUCTION PERMITS ARE ISSUED

SM

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MICHAEL D. JOHNSON

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1. THE GENERAL CONTRACTOR TO BECOME FAMILIAR WITH AND APPLY THE ADA MINIMAL

REQUIREMENTS AND REPORT TO THE ARCHITECT/ENGINEER ANY DISCREPANCIES

BEFORE CONSTRUCTION.

2. ACCESSIBLE ROUTES ON AN ACCESSIBLE SITE AND FOR NEW SITE IMPROVEMENTS

SHALL BE PROVIDED TO SERVE ALL ACCESSIBLE SPACES OR ELEMENTS.

3. THE MINIMAL CLEAR WIDTH OF AN ACCESSIBLE ROUTE PER CODE IS 36".

4. EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 14' WIDE, CONSISTING OF A

5' WIDE ACCESS AISLE AND A 9' WIDE PARKING SPACE, EACH VAN ACCESSIBLE PARKING

SPACE IS TO BE A MINIMUM OF 16' WIDE, CONSISTING OF A 8' WIDE ACCESS AISLE AND

A 8' WIDE PARKING SPACE. THE ACCESS AISLE SHALL BE ON THE PASSENGER'S SIDE OF

THE VAN ACCESSIBLE SPACE.

5. ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE BUILDING

ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIES WITH A SIGN.

6. RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE ANY

ACCESSIBLE PARKING SPACE.

7. TWO PARKING SPACES MAY SHARE THE SAME ACCESS AISLE.

8. ALL ADA PARKING SPACES SHALL BE STRIPED USING 4" WIDE DOUBLE LAYER OF

FEDERAL BLUE PAINT, UNLESS OTHERWISE NOTED.

9. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED A SLOPE OF

1:50 (2.0%) IN ANY DIRECTION.

10. EACH ACCESSIBLE PARKING SPACE SHALL HAVE AN IDENTIFICATION SIGN (SEE TYPICAL

H.C. PARKING SYMBOL DETAIL ON SHEET C-600).

11. AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 1:20 (5.0%) IS A RAMP

AND SHALL COMPLY WITH THE RAMP REQUIREMENTS.

12. AN ACCESSIBLE ROUTE MAY CROSS OPEN PAVEMENT OR CONDITIONS. THE RUNNING

SLOPE OF AN ACCESSIBLE ROUTE ACROSS OPEN PAVEMENT MUST NOT EXCEED 1:20

(5.0%), WITH A CROSS SLOPE NOT EXCEEDING 1:50 (2.0%). SLOPES EXCEEDING 1:20

(5.0%), BUT LESS THAN 1:12 (8.33%) , CONSTITUTE RAMPS AND MUST CONFORM TO THE

REQUIREMENTS OF RAMP DESIGN (HANDRAILS, CURBS, LANDINGS, RISE AND RUN

LIMITS, ETC.) AS DETAILED ON THE CIVIL PLANS. NO RAMP SHALL HAVE A RUNNING

SLOPE EXCEEDING 1:12 (8.33%), NOR HAVE A CROSS SLOPE EXCEEDING 1:50 (2.0%).

13. THE GENERAL CONTRACTOR/CONTRACTOR SHALL MEASURE THE SUBGRADE AND

ACROSS FORMS PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE IMPROVEMENTS

TO ASSURE THE IMPROVEMENTS WILL MEET THESE MINIMAL ADA REQUIREMENTS. ANY

DISCREPANCIES SHALL BE REPORTED TO THE CIVIL ENGINEER PRIOR TO INSTALLATION

OF THE IMPROVEMENTS.

14. A CURB RAMP SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE CROSSES A

CURB.

15. CURBS RAMPS HAVE A MAXIMUM SLOPE OF 1:12 (8.33%) AND DO NOT REQUIRE

HANDRAILS.

16. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACCROSS THE RAMP,

OR WHERE IS IS NOT PROTECTED BY HANDRAILS, IT SHALL HAVE FLARED SIDES; THE

MAXIMUM SLOPE OF THE FLARE SHALL BE 1:12 (8.33%).

AMERICANS WITH DISABILITIES ACT

(ADA) MINIMAL REQUIREMENTS:

1. THESE SPECIFICATIONS APPLY TO THE PROJECT SITE WORK AREA INDICATED WITHIN

THESE PLANS ONLY.

2. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR PROJECT SITE SAFETY OR

COMPLIANCE TO OSHA REGULATIONS.

3. THE CONTRACTOR AND/OR HIS SUBCONTRACTORS SHALL, AT THE TIME OF

CONSTRUCTION AND/OR INSTALLATION, HAVE ALL APPROPRIATE STATE LICENSES TO

PERFORM THESE WORK ACTIVITIES. CONSTRUCTION AND/OR INSTALLATION WORK

PERFORMED BY UNLICENSED CONTRACTORS AND/OR SUBCONTRACTORS SHALL NOT

BE PAID FOR BY THE OWNER.

4. SHOULD CONFLICTING INFORMATION OR INTERFERENCE PROBLEMS APPEAR WITHIN

THESE CONSTRUCTION DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL

BRING THAT INFORMATION TO THE ATTENTION OF THE ENGINEER IMMEDIATELY PRIOR

TO INSTALLATION OR CONSTRUCTION. FAILURE TO COMPLY SHALL NOT BE THE BASIS

FOR EXTRA PAYMENT TO THE CONTRACTOR.

5. WHERE TWO OF MORE SPECIFICATIONS, DETAILS OR PLANS ARE IN CONFLICT, THE

MORE RESTRICTIVE SHALL APPLY.

6. THESE PLANS AND SPECIFICATIONS DO NOT SHOW EVERY CONSTRUCTION DETAIL,

CONSTRUCTION ITEMS, FITTINGS, FIXTURES, MATERIAL TYPES, ETC. THAT ARE

REQUIRED TO COMPLETE THE SPECIFIED CONSTRUCTION ACTIVATES. IT IS ASSUMED

THAT THE CONTRACTOR HAS SUFFICIENT EXPERIENCE AND KNOWLEDGE OF ALL

APPLICABLE CONSTRUCTION AND BUILDING CODES TO CORRECTLY COMPLETE THE

INSTALLATION/CONSTRUCTION OF ALL WORK UNDERTAKEN

7. EXISTING UTILITIES SHOWN WITHIN THESE DRAWINGS ARE FOR REFERENCE ONLY.

THE CONTRACTOR SHALL CONTACT APPLICABLE UTILITY COMPANIES FOR EXACT

FIELD VERIFIED LOCATIONS PRIOR TO THE START OF CONSTRUCTION.

8. AT A MINIMUM, ALL EARTHWORK, CONCRETE CONSTRUCTION AND ASPHALT

PAVEMENT CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE NEW MEXICO

DEPARTMENT OF TRANSPORTATION “STANDARD SPECIFICATIONS FOR HIGHWAY AND

BRIDGE CONSTRUCTION”, LATEST EDITION AND/OR THE CITY OF ROSWELL “TECHNICAL

STANDARDS”, LATEST EDITION.

9. THE CONTRACTOR SHALL KEEP AN ACCURATE AND UPDATED SET OF AS-BUILT

CONSTRUCTION DRAWINGS AND SHALL MAKE THESE DRAWINGS AVAILABLE FOR

REVIEW BY THE OWNER OR ENGINEER UPON REQUEST. WITHIN 24 HOURS OF THE

CONTRACTOR NOTIFYING THE OWNER THAT CONSTRUCTION IS COMPLETE, THE

CONTRACTOR SHALL SUBMIT FINAL AS-BUILT DRAWINGS TO THE ENGINEER.

10. THE CONTRACTOR WILL BE RESPONSIBLE OF THE REPAIR AND/OR REPLACEMENT OF

ANY DAMAGE DETERMINED TO BE CAUSED BY THE CONSTRUCTION OF THIS PROJECT

TO EXISTING UTILITIES, INCLUDING CONDUIT,WIRING, EQUIPMENT AND FIBER-OPTICS.

1. ALL EARTHWORK SHALL MEET THE REQUIREMENTS ON THE CITY OF ROSWELL

“PUBLIC WORKS SPECIFICATIONS.”

2. PRIOR TO BEGINNING EARTHWORK OPERATIONS ALL NECESSARY CLEARING AND

GRUBBING IN THAT AREA SHALL HAVE BEEN PERFORMED. THE PROJECT AREA SHALL

BE CLEARED OF VEGETATION GROWTH, STUMPS, ROOTS, TRASH, DEBRIS, ROCKS

OVER 3" IN DIAMETER, AND OTHER OBJECTIONABLE MATERIALS. DISPOSAL OF THESE

MATERIALS SHALL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ALL

DISPOSAL ACTIVITIES SHALL BE IN CONFORMANCE TO ALL LOCAL, STATE AND

FEDERAL REGULATIONS.

3. ALL CUT AREAS SHALL BE REMOVED TO SUBGRADE ELEVATION FOR THE FULL WIDTH

OF THE PROPOSED CONSTRUCTION. THE 6" LAYER OF NATIVE SUBGRADE SHALL BE

SCARIFIED AND BROUGHT TO A MOISTURE CONTENT OF 2% ± OF OPTIMUM AND

COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY AS DETERMINED BY

ASTM D1557.

4. FILL MATERIALS SHALL BE PLACED IN 12" LOOSE LIFTS NOT TO EXCEED 9” IN DEPTH

WHEN COMPACTED. FILL MATERIALS SHALL BE FREE OF ANY ORGANIC OR

DELETERIOUS SUBSTANCES. THE FILL MATERIAL UNIFIED SOILS CLASSIFICATION

SYSTEM CLASSIFIED MATERIAL TYPE GW, GP, SW, SP, GM, SM, OR GC AND SHALL

MEET THE FOLLOWING GRADATION:

SIEVE SIZE % PASSING

3" 100% 3/4" 70 - 100% #4 50 - 100% #200 0 - 20%

PLASTIC INDEX 15 MAXIMUM

WHERE FILL IS TO BE PLACED ON SLOPES STEEPER THAN ONE (1) VERTICAL TO FIVE (5)

HORIZONTAL, THE GROUND SURFACE SHALL BE BENCHED TO PROVIDE A FIRM BOND

WITH THE FILL. NO FILL MATERIAL SHALL BE PLACED, SPREAD OR ROLLED WHILE IT IS

FROZEN OR THAWING, OR DURING UNFAVORABLE WEATHER CONDITIONS.

5. CONTRACTOR RESPONSIBLE FOR ALL SITE MATERIAL TESTING. TEST REPORTS TO BE

SUBMITTED TO THE ENGINEER AND OWNER TO BE INCLUDED IN FINAL

DOCUMENTATION.

1. ALL CONCRETE SHALL BE PLACED IN A SINGLE CONTINUOUS OPERATION SO AS TO

PRODUCE A MONOLITHIC SLAB/FOUNDATION BETWEEN CONSTRUCTION JOINTS.

2. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI

UNLESS OTHERWISE NOTED. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, II, OR

III. CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33. CONCRETE SHALL BE

PROTECTED FROM LOSS OF MOISTURE FOR A MINIMUM OF 7 DAYS.

3. ALL REINFORCING SHALL CONFORM TO ASTM A617, GRADE 40, AND ACI 318-89 UNLESS

OTHERWISE NOTED.

1. CITY OF ROSWELL - PUBLIC WORKS DEPARTMENT ( RPW ) CONTACT NUMBER:

(575)-624-6730.

2. RPW SHALL BE NOTIFIED 72 HOURS PRIOR TO COMMENCING ANY WORK IN THE PUBLIC

RIGHT OF WAY. ALL INSTALLATIONS REQUIRE A VISUAL INSPECTION AS WELL AS

MATERIALS TESTING.

3. PAVEMENTS CUTS MUST BE A STRAIGHT LINE SAW CUT AND EXTEND FROM EXISTING

JOINT TO JOINT TO THE EXTENTS POSSIBLE.

4. ROADWAY SECTION SHALL MEET CURRENT CITY STANDARDS FOR DEPTH OR MATCH

EXIST. DEPTH, WHICHEVER IS THICKER.

5. TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO RPW 72 HOURS PRIOR TO ANY ROAD

OR LANE CLOSURES.

6. IDENTIFY CONTRACTORS WHO WILL BE REFORMING WORK AND NOTE THEIR

CORRESPONDING LICENSE NUMBER.

7. IDENTIFY OWNERSHIP OF RIGHT-OF-WAY OR UTILITY LINES ON PLAN SET. SUCH AS

COUNTY, CITY OR PRIVATE R-O-W AND PRIVATE OR CITY UTILITY.

8. RECORD DRAWINGS OF WORK COMPLETED SHALL BE SUBMITTED TO RPW PRIOR TO

FINAL ACCEPTANCE OF THE INSTALLATIONS.

CITY OF ROSWELL PUBLIC WORKS

GENERAL CONSTRUCTION NOTES

COMMERCIAL UTILITY NOTES

1. THE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING, RESEARCHING, CALLING

FOR DESIGN LOCATES NEW MEXICO ONE CALL (811), LOCATING EXISTING MAINS,

SERVICE LINE STUB-OUTS, AND OTHER FACILITIES AND SHOWING THEM

APPROPRIATELY ON THE UTILITY SHEET.

2. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY FOR JOB SAFETY OR COMPLIANCE

WITH OSHA REGULATIONS.

3. SHOULD CONFLICTING INFORMATION OR INTERFERENCE PROBLEMS APPEAR IN THE

CONSTRUCTION DRAWINGS THE CONTRACTOR SHALL BRING THAT INFORMATION TO

THE ATTENTION OF THE ENGINEER IMMEDIATELY PRIOR TO INSTALLATION.

4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP DONE WITHIN THE PUBLIC

RIGHT-OF-WAY SHALL CONFORM TO THE CITY OF ROSWELL UTILITY STANDARDS

5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES BEFORE COMMENCING

WORK AND SHALL BE RESPONSIBLE FOR COMPLYING WITH NEW MEXICO ONE-CALL

PROCEDURES. ANY DAMAGE TO EXISTING UTILITIES MUST BE IMMEDIATELY REPORTED

TO THE APPROPRIATE UTILITY COMPANY.

6. ROADWAY, RIGHT-OF-WAY AND SUB GRADE TO BE ESTABLISHED WITHIN 6 INCHES

(BOTH HORIZONTAL AND VERTICAL) OF FINAL LOCATION PRIOR TO INSTALLATION OF

ANY UTILITIES. GAS AND WATER UTILITIES TO BE PLACED WITHIN 6 INCHES OF FINAL

REQUIRED DEPTH AND LOCATION. THE CONTRACTORS WILL AT HIS EXPENSE

RELOCATE OR REPLACE UTILITIES, WHICH FAIL TO ADHERE TO THIS SPECIFICATION.

7. CURB CONTRACTOR TO STAMP, FRESH CONCRETE SIDEWALK WITH G. S. AND W.

DIRECTLY ABOVE GAS, SEWER, AND WATER STUB OUT LOCATIONS. A UTILITY

INSPECTOR SHALL BE PRESENT WHEN MARKING. FAILURE TO APPLY STAMPS SHALL BE

CAUSE FOR REJECTION OF THE IMPROVEMENT BY THE CITY.

8. IT WILL BE THE DEVELOPER’S RESPONSIBILITY TO SUBMIT THE “AS-BUILT” DRAWINGS,

AS COMPLETED BY THE CONTRACTOR AND TURNED IN TO THE CITY OF ROSWELL

PROJECT MANAGER, FOR APPROVAL AND ACCEPTANCE.

9. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF THE IMPROVEMENTS TO

THE GAS SYSTEM BEFORE THOSE IMPROVEMENTS ARE TIED INTO THE EXISTING GAS

SYSTEM.

10. THE INSTALLATION OF MAINS/SERVICE LINES IN CITY OF ROSWELL AND NMDOT

RIGHT-OF-WAY REQUIRE A PERMIT FROM THAT GOVERNMENT ENTITY AND MUST BE

INITIATED BY THE PERSON REQUESTING THE SERVICE. THE OWNER IS RESPONSIBLE

FOR ANY FEES RELATED TO THE PERMIT PROCESS.

11. EXCESS FLOW VALVES (EFV) ARE REQUIRED PER MOST CURRENT CODE OF FEDERAL

REGULATION TITLE 49 PART 192.

12. TREES SHALL HAVE A 10’ MINIMUM CLEARANCE FROM ALL CITY OF ROSWELL UTILITIES

SERVICES.

13. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY WORK INCLUDING TRAFFIC

CONTROL, PAVEMENT CUTS, EXCAVATION, INSTALLATION AND RESTORATION.

14. ANY CHANGES FROM THE PREVIOUSLY APPROVED UTILITY PLAN REQUIRE A WRITTEN

REQUEST FROM THE ENGINEER OR AN AMENDMENT TO THE UTILITY PLAN.

FIRE DEPARTMENT GENERAL NOTES:

1. PRIVATE FIRE SERVICE UNDERGROUND MAINS AND APPURTENANCES SHALL BE

INSTALLED IN ACCORDANCE WITH THE MOST CURRENTLY ADOPTED INTERNATIONAL

FIRE CODE AND CITY OF ROSWELL UTILITY STANDARDS. ANY WORK SHALL REMAIN OPEN

AND UNCOVERED UNTIL INSPECTED BY CITY OF ROSWELL FIRE DEPARTMENT.

WHENEVER ANY INSTALLATION SUBJECT TO INSPECTION IS COVERED OR CONCEALED

WITHOUT HAVING FIRST BEEN INSPECTED, THE FIRE CODE OFFICIAL SHALL HAVE THE

AUTHORITY TO REQUIRE THAT SUCH WORK BE FULLY EXPOSED AND EASILY

ACCESSIBLE FOR INSPECTION.

2. A BLUE REFLECTIVE MAKER ( TYPE AND SIZE AS APPROVED BY CITY OF ROSWELL

FIRE OFFICIAL) SHALL BE INSTALLED ALONG THE AXIS OF A PERPENDICULAR LINE

DRAWN FROM THE CENTERLINE OF THE DRIVING AISLE TO THE FIRE HYDRANT.

REQUIRED AT EACH FIRE HYDRANT LOCATION.

1. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE BEGINS.

2. WHERE POSSIBLE, SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE.

3. THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16" ABOVE THE ORIGINAL

GROUND SURFACE.

4. THE SILT FENCE SHALL BE PLACED IN A TRENCH CUT A MINIMUM OF 6" DEEP. THE

TRENCH SHALL BE CUT WITH A TRENCHER, OR OTHER SUITABLE DEVICE WHICH WILL

INSURE ADEQUATE UNIFORM TRENCH DEPTH.

5. THE SILT FENCE SHALL BE PLACED WITH THE STAKES ON THE DOWNSLOPE SIDE OF

THE GEOTEXTILE AND SO THAT 8" OF THE CLOTH ARE BELOW THE GROUND SURFACE.

EXCESS MATERIAL SHALL LAY ON THE BOTTOM OF THE 6" DEEP TRENCH. THE TRENCH

SHALL BE BACKFILLED AND COMPACTED.

6. SEAMS BETWEEN SECTIONS OF THE SILT FENCE SHALL BE OVERLAPPED WITH THE END

STAKES OF EACH SECTION WRAPPED TOGETHER BEFORE DRIVING INTO THE GROUND.

7. SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE

GEOTEXTILE. IF RUNOFF OVERTOPS THE SILT FENCE, FLOWS UNDER OR AROUND THE

ENDS, OR IN ANY OTHER WAY BECOMES A CONCENTRATED FLOW, ONE OF THE

FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE: 1) THE LAYOUT OF THE SILT

FENCE SHALL BE CHANGED, 2) ACCUMULATED SEDIMENT SHALL BE REMOVED, OR 3)

OTHER PRACTICES SHALL BE INSTALLED.

8. SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN FABRIC IS AT 50% CAPACITY.

1. CONTRACTOR RESPONSIBLE FOR ALL SITE MATERIAL TESTING. TEST REPORTS TO BE

SUBMITTED TO THE ENGINEER AND OWNER TO BE INCLUDED IN FINAL

DOCUMENTATION.

2. ALL STATIONING IS CENTERLINE STATIONING. STATIONS ALONG CURVES ARE RADIAL.

3. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS AND STANDARD

SPECIFICATIONS OF THE CITY OF ROSWELL "PUBLIC WORKS SPECIFICATIONS" AND

"ZONING ORDINANCE", LATEST EDITIONS.

4. EXISTING AND FINISHED TOPOGRAPHIC INFORMATION SHOWN AT 1 FOOT INTERVALS.

FINISH TOPOGRAPHY IS APPROXIMATE AND DOES NOT CONSIDER CURBS AND OTHER

DETAIL CHANGES. DEFER TO SPOT ELEVATIONS WHERE PROVIDED.

5. ALL GRADING SHALL BE A MINIMUM OF 4:1 SLOPES OR FLATTER UNLESS OTHERWISE

NOTED. ALL CUT AND FILL TRANSITIONS SHALL BE ROUNDED. CONSTRUCTION

SLOPES WHICH EXCEED 4H:1V SHALL BE PROTECTED.

6. PROVIDE SMOOTH DRIVING TRANSITION AT ALL INTERSECTION.

7. ALL SPOT ELEVATIONS ARE FINISH DESIGN GRADES UNLESS OTHERWISE NOTED.

8. SUBGRADE AND BACKFILL MATERIALS FOR FOUNDATION SHALL BE COMPACTED TO A

MINIMUM OF 95% OF MODIFIED PROCTOR AS DETERMINED BY ASTM STANDARD

D1557.

9. BACKFILL MATERIALS TO BE PLACED UNDER CONCRETE SLABS SHALL BE A

GRANULAR SOIL. EXPANSIVE TYPE SOILS ARE PROHIBITED AS BACKFILL MATERIALS.

10. ALL CONCRETE SHALL BE PLACED IN A SINGLE CONTINUOUS OPERATION SO AS TO

PRODUCE A MONOLITHIC FOUNDATION WHERE APPLICABLE.

11. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, II, OR III.

12. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI.

CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33. CONCRETE SHALL BE

PROTECTED FROM LOSS OF MOISTURE FOR AN ADEQUATE AMOUNT OF TIME TO

PREVENT CURING TENSION CRACKS FROM FORMING IN THE FOUNDATION.

FOUNDATIONS OR SLABS SPECIFIED TO HAVE AIR ENTRAINMENT SHALL NOT BE

STEEL TROWEL FINISHED. CONCRETE SHALL NOT HAVE A SLUMP IN EXCESS OF 4

INCHES PRIOR TO PLACEMENT. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF

BATCHING.

13. ALL SIGNAGE SHALL BE IN CONFORMANCE WITH CITY OF ROSWELL STANDARDS,

INCLUDING SIGN POST.

1. THE FLOW ARROWS SHOWN ON THE SITE GRADING DRAWING(S) INDICATE THE

GENERAL DIRECTION OF SURFACE RUNOFF. THE CONTRACTOR SHALL NOT

CONSTRUCT LOW POINTS IN PAVED SURFACES THAT ALLOW SURFACE RUNOFF TO

POND.

2. STORM WATER SHALL NOT BE ALLOWED TO POND WITHIN 10 FEET OF ANY BUILDING

FOUNDATION SYSTEM.

3. THE CONTRACTOR SHALL NOT ALLOW SURFACE RUNOFF TO CAUSE EROSION

DAMAGE TO EARTHWORK AREAS DURING CONSTRUCTION.

4. IF REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) FOR COMPLIANCE TO THE NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM.

ALL INFORMATION SHOWN ON THIS SHEET THAT REFERENCES WATER, GAS AND SEWER

CALCULATIONS, METERS AND BACKFLOW PREVENTION DEVICES WERE PROVIDED BY

OTHERS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.

EARTHWORK:

GRADING NOTES:

FIXTURE SUPPLY UNITS AND DEVICES NOTE:

GENERAL CONSTRUCTION NOTES:

EROSION CONTROL NOTES:

CONCRETE:

C.M.P. CORRUGATED METAL PIPE

D.I. DUCTILE IRON

EX OR EXIST. EXISTING

I.D. INNER DIAMETER

INV INVERT

LF LINEAR FEET

NAVD NORTH AMERICAN VERTICAL DATUM

NGS NATIONAL GEODETIC SURVEY

N.T.S. NOT TO SCALE

PI POINT OF INTERSECTION

psi POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

ROW RIGHT OF WAY

STA STATION

SWPPP STORMWATER POLLUTION PREVENTION PLAN

TYP TYPICAL

ABBREVIATIONS

SITE DRAINAGE:

1. CITY OF ROSWELL PUBLIC WORKS DEPARTMENT (RPW) CONTACT NUMBER:

(575)-624-6730.

2. RPW SHALL BE NOTIFIED 72 HOURS PRIOR TO COMMENCING ANY WORK IN THE

PUBLIC RIGHT OF WAY. ALL INSTALLATIONS REQUIRE VISUAL INSPECTION AS WELL

AS MATERIALS TESTING.

3. TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO RPW 72 HOURS PRIOR TO ANY

SCHEDULED ROAD OR LANE CLOSURES. TRAFFIC CONTROL MUST MEET CURRENT

EDITION OF MUTCD.

4. CONTRACTOR SHALL CONTACT RPW BEFORE ANY TRAFFIC CONTROL IS IN PLACE OR

BEFORE ANY CONSTRUCTION (INCLUDING DEMOLITION) HAS BEGUN.

5. RPW ROADWAY INSPECTOR SHALL BE PRESENT AT THE TIME OF POTHOLING.

6. ROADWAY SECTION SHALL MEET CURRENT CITY STANDARDS FOR DEPTH OR MATCH

EXISTING DEPTH, WHICHEVER IS THICKER. ANY PAVEMENT OR CONCRETE

DISRUPTION CAUSED BY THE CONSTRUCTION/DEVELOPMENT SHALL BE REMOVED

AND REPLACED PER CITY STANDARDS.

7. BLUE STAKE LOCATES SHALL BE FIELD VERIFIED BY THE CONTRACTOR THROUGH

POTHOLING AND COORDINATION WITH UTILITY OWNER.

8. RECORD DRAWINGS OR WORK COMPLETED SHALL BE SUBMITTED TO RPW PRIOR TO

FINAL ACCEPTANCE OF THE INSTALLATIONS.

CONSTRUCTION MANAGEMENT NOTE:

PROJECT CONTACT INFORMATION

CITY OF ROSWELL

ENGINEERING DEPARTMENT - (575)-637-6281

WATER AND WASTEWATER - (575)-637-6255

DEPARTMENT - (575)-624-6711

SOLID WASTE DEPARTMENT - (575)-624-6746

XCEL ENERGY (ELECTRIC) - (800)-895-4999

NM GAS COMPANY - (888)-664-2726

PUBLIC WORKS - (575)-624-6730

AXA

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NOTE TO CONTRACTOR:

WHILE THIS SHEET IS INTENDED TO DELINEATE THE

DEMOLITION ITEMS, THE CONTRACTOR SHALL BE

AWARE THAT ALL ITEMS CONFLICTING WITH THE

PROPOSED CONSTRUCTION SHALL BE REMOVED

AND/OR RELOCATED WHETHER OR NOT SPECIFICALLY

DESIGNATED. CONTRACTOR SHALL VERIFY THAT ALL

UTILITY ITEMS SHOWN AS PREVIOUSLY REMOVED

HAVE BEEN REMOVED AND TO WHAT EXTENT THEY

WERE REMOVED.

DEMOLITION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE TO INSPECT AND BECOME

FAMILIARIZED WITH ALL EXISTING SITE CONDITIONS WITHIN THE

DEMOLITION LIMITS. NOT ALL ITEMS TO BE RAZED AND

REMOVED ARE SHOWN ON THIS DEMOLITION PLAN.

2. REMOVE ALL EXISTING PAVING, CONCRETE STRUCTURES,

CURBING, FENCING, FLATWORK, VEGETATION, TIRES AND ALL

DELETERIOUS ITEMS WITHIN THE DEMOLITION LIMITS OF THE

PROJECT, WHERE APPLICABLE.

3. ABANDON, REMOVE AND CUT/CAP EXISTING UTILITIES WITHIN

DEMOLITION LIMITS AS APPLICABLE, PER UTILITY OWNERS

DIRECTION. ACTUAL LOCATION AND NUMBER OF UTILITIES MAY

VARY IN THE FIELD. SEE UTILITY PLAN FOR UTILITY

RECONFIGURATION, WHERE APPLICABLE.

NOTE : AT A MINIMUM ALL DEMOLITION AND CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF THE NEW MEXICO DEPARTMENT OF TRANSPORTATION

“STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION”, LATEST

EDITION AND/OR THE CITY OF ROSWELL “PUBLIC WORKS SPECIFICATIONS”, LATEST

EDITION.

DEMOLITION LEGEND

= LIMITS OF DEMOLITION AREA

= EXISTING GRAVEL TO BE REMOVED

= CONCRETE / ASPHALT TO BE REMOVED

= INTERIOR BUILDING COMPONENTS TO BE REMOVED

= PORTION OF CURB AND GUTTER TO BE REMOVED

= EXISTING UNDER GROUND IRRIGATION LINE

= EXISTING UNDERGROUND GAS LINE

= PROPOSED COMMUNICATION LINE

= PROPOSED UNDERGROUND CONDUIT

= IRRIGATION VALVE

= IRRIGATION VALVE BOX

= WATER VALVE

= GAS METER

EXISTING UNDERGROUND.

IRRIGATION LINE TO REMAIN.

VERIFY EXACT LOCATION AND

EXTENTS INFIELD. PROTECT

DURING CONSTRUCTION .

EXISTING UNDERGROUND.

IRRIGATION LINE TO REMAIN.

VERIFY EXACT LOCATION AND

EXTENTS INFIELD. PROTECT

DURING CONSTRUCTION .

RELOCATE EXISTING WATER VALVE

OUTSIDE AREA OF NEW CONCRETE

PAVING. CONTRACTOR TO VERIFY

WORKING CONDITION OF WATER VALVE.

REMOVE EXISTING PARKING

STOPS. SALVAGE FOR RE-USE

IN NEW WORK.

DEMOLISH AND REMOVE

EXISTING ASPHALT RAMP.

PREP FOR NEW ASPHALT IN

NEW WORK.

DEMOLISH AND REMOVE

EXISTING ASPHALT RAMP.

PREP FOR NEW ASPHALT IN

NEW WORK.

REMOVE EXISTING PARKING

STOPS. SALVAGE FOR RE-USE

IN NEW WORK.

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

© Copyright 2020 Souder, Miller & Associates - All Rights Reserved

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P:\9-DPA Pecos Valley RCC Renovation (9B31722)\CAD\Civil\Construction Drawings\9B31722 - DEMOLITION PLAN.dwg 3/2/2023 3:46 PM AXA

NOTE: THESE DRAWINGS ARE TO BE USED TO

ACQUIRE PERMITS FROM JURISDICTIONAL

GOVERNMENTAL AGENCIES AND ARE NOT TO BE

RELIED UPON FOR PROJECT BIDDING PURPOSES

OR FOR CONSTRUCTION UNTIL APPLICABLE

CONSTRUCTION PERMITS ARE ISSUED

SM

ASO

U D

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, M

IL

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R

A

SS

O C

IA

TE

S E ng in ee ri ng

E nv ir on m en ta l

G eo m at ic s

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns w w w .s ou de rm ille r.c om

Ph on e (5

) 6

-0

F ax

(5

) 6

-0

S ed on a

H ill s P kw y.

La s C ru ce s, N M

/2

2/

In iti al

S ub m itt al

AX

A M

J

3/2/2023

MICHAEL D. JOHNSON

NEW

MEXICO

REGISTERED PROFESSIONAL ENG

INE

ER

AXA

UNDERGROUND CONDUIT

AND COMMUNICATION LINE

FROM EXISTING RADIO ROOM.

TRENCH AND BACKFILL AS

REQUIRED. REFER TO

ELECTRICAL AND SPECIAL

SYSTEMS. TO BE INCLUDED IN

BAES BID.

INTERIOR BUILDING

COMPONENTS TO BE

REMOVED - REFER TO

ARCHITECTURAL

DEMOLITION PLAN

SCALE: 1" = 10'

10'

SCALE: 1" = 10'

0 20'

SMA

LIMITS OF

DEMOLITION

AREA

LIMITS OF

DEMOLITION

AREA

DEMOLISH AND

REMOVE EXISTING

CURB AND GUTTER..

SAW CUT AND REMOVE 105 SQFT

OF EXISTING ASPHALT. SEE

WALKING TRAIL - GRADING PLAN

ENLARGEMENT FOR LIMITS.

DEMOLISH AND

REMOVE EXISTING

CONCRETE SIDEWALK

IR

GM

IRRV

WV

NOTE: ALL DEMOLITION WORK

SHOWN SHALL BE INCLUDED AS

PART OF ADDITIVE ALTERNATIVE

#3. REFER TO ARCHITECTURAL.

AutoCAD SHX Text 10751

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text N

NO

PARKING

10.39

FG

10.37

FG

10.38

FG

10.39

FG

10.25 BoW

10.09

EG

10.24

EG

9.77 ToC

9.27 FL

10.60 ToC

10.10 FL 10.20

EG

10.53 ToC

10.03 FL

10.50 ToC

10.00 FL

.4

To

C 9.

F

L

.3

To C

9.

F L

10.35 ToC

9.85 FL

10.31 ToC

9.81 FL

.1

To

C 9.

F

L

10.14 ToC

9.64 FL

.1

To

C 9.

F

L

9.31 ToA

9.44 ToA

9.49 ToA

10.51 ToC

10.01 FL

.1

To

C 9.

F

L

9.34 EoP

9.73 ToC

9.23 FL

MATCH TO

EXISTING

ASPHALT

MATCH TO

EXISTING

ASPHALT

10.26 BoW

10.27 BoW

10.18 BoW

10.15 BoW

10.20 BoW

10.09 BoW

10.04 BoW

.4

To

C 9.

F

L

.3

To C

9.

F L

.2

To

C 9.

F

L

9.54 ToA

.4

To

C 9.

F

L

10.25 ToC

9.75 FL

.0

To

C 9.

F

L

10.20

EG

10.57 ToC

10.07 FL

9.48 EoP

9.72 ToA

9.66 ToA

9.45 ToA

9.36 ToA

10.25 ToC

9.75 FL

9.65 ToC

9.15 FL

9.71 ToC

9.21 FL

9.58 ToC

9.20 EoP

9.22 EoP

7.89

FG

9.00

FG

7.73

FG

9.00

FG

9.49 EoP

9.00

FG

1.52%

0.

0.

1.59% 0.

2.16%

0.

0.

WV

0.53%

0.51% 1.83%

NO

PARKING

10.27 ToC

9.95 FL10.28BoW

10.28BoW

10.27 ToC

9.77 FL

10.25 ToC

9.75 FL

10.27BoW

0.87%

9.74 EoP

9.75 EoP

9.66 EoP

9.66 EoP

9.74 EoP

9.86 EoP

9.75 EoP

9.

Eo P

9.78 EoP

WV

4.75% 1.77%

2.

0.28%

0.

0.

0.

9.80

FG

9.61 ToC

9.11 FL

9.56 EoP

7.89

FG 7.73

FG

9.00

FG

9.90 EoP

9.75 EoP

9.69 EoP

9.48 EoP

9.00

FG

9.09

FG

10.01 ToC

9.51 FL

9.61 ToC

9.11 FL

9.04

FG

9.02

FG

8.91

FG

N:864032.23 E:483704.61 3609.83

N:864027.69 E:483706.53 3609.78

N:864025.78 E:483699.12 3609.53

N:864030.03 E:483696.74 3609.56

N:864027.78 E:483692.66

3609.52

N:864023.53 E:483695.05

3609.51

N:864019.17 E:483689.52 3609.61

N:864022.96 E:483686.56

3609.62

5.50'

4.00'

9.06

FG

8.97

FG

4.60'

9.56

FG

9.56

FG

9.59

FG

9.59

FG

9.47

FG

9.47

FG

4.00'

4.00'

AS SHOWN

C300Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

© Copyright 2020 Souder, Miller & Associates - All Rights Reserved

Designed CheckedDrawn

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P:\9-DPA Pecos Valley RCC Renovation (9B31722)\CAD\Civil\Construction Drawings\9B31722 - GRADING PLAN.dwg 3/2/2023 3:46 PM AXA

NOTE: THESE DRAWINGS ARE TO BE USED TO

ACQUIRE PERMITS FROM JURISDICTIONAL

GOVERNMENTAL AGENCIES AND ARE NOT TO BE

RELIED UPON FOR PROJECT BIDDING PURPOSES

OR FOR CONSTRUCTION UNTIL APPLICABLE

CONSTRUCTION PERMITS ARE ISSUED

SM

ASO

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A

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S E ng in ee ri ng

E nv ir on m en ta l

G eo m at ic s

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns w w w .s ou de rm ille r.c om

Ph on e (5

) 6

-0

F ax

(5

) 6

-0

S ed on a

H ill s P kw y.

La s C ru ce s, N M

/2

2/

In iti al

S ub m itt al

AX

A M

J

3/2/2023

MICHAEL D. JOHNSON

NEW

MEXICO

REGISTERED PROFESSIONAL ENG

INE

ER

G

R

AD

IN

G

P

LA

N

AXA

GRADING PLAN

NOTE : AT A MINIMUM ALL DEMOLITION AND CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF THE NEW MEXICO DEPARTMENT OF TRANSPORTATION

“STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION”, LATEST

EDITION AND/OR THE CITY OF ROSWELL “PUBLIC WORKS SPECIFICATIONS”, LATEST

EDITION.

GRADING LEGEND

TOP OF CURB ELEVATION

FLOW LINE ELEVATION

EDGE OF PAVING ELEVATION

BACK OF SIDEWALK ELEVATION

FINISH GRADE ELEVATION

EXISTING GRADE

TOP OF ASPHALT

STORM WATER FLOW DIRECTION

DIRECTION OF PROPOSED SURFACE GRADE

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

1. THE FLOW ARROWS SHOWN ON THE SITE GRADING

DRAWING(S) INDICATE THE GENERAL DIRECTION OF SURFACE

RUNOFF. THE CONTRACTOR SHALL NOT CONSTRUCT LOW

POINTS IN PAVED SURFACES THAT ALLOW SURFACE RUNOFF

TO POND.

2. STORM WATER SHALL NOT BE ALLOWED TO POND WITHIN 10

FEET OF ANY BUILDING FOUNDATION SYSTEM.

3. THE CONTRACTOR SHALL NOT ALLOW SURFACE RUNOFF TO

CAUSE EROSION DAMAGE TO EARTHWORK AREAS DURING

CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORM

WATER POLLUTION PREVENTION PLAN (SWPPP) FOR

COMPLIANCE TO THE NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM.

SITE DRAINAGE

ToC

FL

EoP

BoW

FG

EG

ToA

SW

0.0%

SMA

ADA - GRADING PLAN

5'

SCALE: 1" = 5'

0 10'

SEE RIGHT FOR ENLARGED

ADA RAMP - GRADING PLAN

CAST-IN-PLACE

CONCRETE

SIDEWALK

CURB

TRANSITION

AREA

PRE-CAST

CONCRETE

WHEEL

STOPS

RELOCATED

EXISTING

WHEEL

STOPS

EXISTING

ASPHALT

LANDSCAPING

AREA. REFER TO

LANDSCAPE AND

IRRIGATION PLAN.

EXISTING KEY

PEDESTAL TO REMAIN.

CONTRACTOR TO

PROTECT DURING

CONSTRUCTION.

N: 864041.41 E: 483691.22

2.5' WIDE CURB CUT. SEE DETAIL

5 ON SHEET C301 FOR DETAILS.

CONTRACTOR

TO REWORK

CHAINLINK FENCE

C301

C301

C301

C301

C301

C301

C301

C301

C301

C301

C301

C301

C301

C301

3/8" THICK DIAMMOND

STEEL PLATE. SEE

DETAIL 8 ON SHEET C301.

AREA OF WALK PATH TO BE

REMOVED.

AREA OF WALK PATH

TO BE REMOVED.

WALKING TRAIL- GRADING PLAN

5'

SCALE: 1" = 5'

0 10'

SEE RIGHT FOR

ENLARGED WALKING

TRAIL - GRADING PLAN BOTTOM OF EARTHEN

DRAINAGE SWALE.

C301

C301

9C301

6C301

6C301

GRADE TO

EXISTING 4:1

GRADE TO

EXISTING 4:1

5.5' X 4.5' X 2' DEEP

RIVER ROCK RIP RAP

EXISTING

RETENTION POND

LOADING

ZONE

DAYLIGHT SWALE

INTO EXISTING

RETENTION POND 4:1

CMU SITE WALL. SEE

DETAIL 10 ON SHEET C301

FOR DETAIL.

NOTE : ALL NEW SITE WORK

SHOWN SHALL BE INCLUDED AS

PART OF ADDITIVE ALTERNATE #3.

REFER TO ARCHITECTURAL.

AutoCAD SHX Text 10751

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text

SCALE: 1" = 5'

SCALE: 1" = 5'

3000 PSI

CONCRETE

(MIN.)

AS SHOWN ON PLAN

(5' MIN.)

8" SUBGRADE PREPARATION

COMPACTED TO 95% PROCTOR

4"

2% MAX

SIDEWALK DETAIL (TYPICAL)

NOT TO SCALE

EXPANSION

JOINT

@ EVERY12'

CONTROL

JOINT

@ EVERY 4'

AS

S

H O

W N

O N

P

LA

N

4' 4' 4'

CONTROL

JOINT

@ EVERY 4'

EXPANSION JOINT

@ EVERY12'

SIDEWALK - PLAN VIEW

NOT TO SCALE

SAW CUT

CONCRETE

SIDEWALK

1/2" DEEP

4" THICK

3000 PSI

CONCRETE

SIDEWALK

CONTROL JOINT

NOT TO SCALE

1/2"

1/ 4"

1"

SEALANT (DOW

CORNING 888

SILICONE JOINT

SEALANT)

BACKER

ROD

PREFORMED

BITUMINOUS FIBER

JOINT FILLER

MATERIAL

4" THICK

3000 PSI

CONCRETE

SIDEWALK

EXPANSION JOINT

NOT TO SCALE

2" H.M.A.C.

6" BASE COURSE

COMPACTED TO

95% MOD. PROCTER

12" SUBGRADE COMPACTED TO

95% MOD. PROCTER

NOT TO SCALE

ASPHALT PAVING

SECTION

VARIESVARIES

4:1 SLOPE

4:1 SLOPE

PL

DRAINAGE SWALE

NOT TO SCALE

GRADE TOEXISTING

GRADE TO

EXISTING

2"- 4" RIVER ROCK

8" SUBGRADE

COMPACTED

TO 95% MOD.

PROCTER

6"

1'

CURB CUT ELEVATION

NOT TO SCALE

HEADER CURB

6"

3/4" R

FILLET

TYP.

2.5 'CURB

CUT

TOP OF

ASPHALT

SURFACING

BOTTOM

OF CURB

2'

TOP OF CURB

FLOWLINE

STANDARD CURB

TOP OF CURB

FLOWLINE

VARIESVARIES

4:1 SLOPE

4:1 SLOPE

PL

EARTHEN DRAINAGE

SWALE

NOT TO SCALE

GRADE TOEXISTING

GRADE TO

EXISTING

8" SUBGRADE

COMPACTED

TO 95% MOD.

PROCTER

8"

NATIVE SOIL

CMU WALL SECTION

EXISTING GRADEFINISH GRADE

NOT TO SCALE

CAP

#5 BARS

@ 24" O.C.

LEAVE EVERY OTHER CELL

VOID OF GROUT UNTIL

UPPER WALL IS DEVELOPED

2 - "L SHAPE" #5 BARS

-10" X 36" @ 24" O.C.

#5 BARS @ 24" O.C.

SUPPORTS @ 48" O.C.

SUPPORTS @ 48" O.C.

3 - #5 BARS

CONTINUOUS

2.33'

1.

8" 8"

C

O U

R

SE

S

6.

BOND BEAM W/ 2 - #5 BARS

CONTINUOUS NOT TO EXCEED

4' VERTICAL SPACING

8x8x16 CMU BLOCK

WITH GROUT FILLED

AS SHOWN

C301Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

© Copyright 2020 Souder, Miller & Associates - All Rights Reserved

Designed CheckedDrawn

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P:\9-DPA Pecos Valley RCC Renovation (9B31722)\CAD\Civil\Construction Drawings\9B31722 - GRADING PLAN.dwg 3/2/2023 3:46 PM AXA

NOTE: THESE DRAWINGS ARE TO BE USED TO

ACQUIRE PERMITS FROM JURISDICTIONAL

GOVERNMENTAL AGENCIES AND ARE NOT TO BE

RELIED UPON FOR PROJECT BIDDING PURPOSES

OR FOR CONSTRUCTION UNTIL APPLICABLE

CONSTRUCTION PERMITS ARE ISSUED

SM

ASO

U D

ER

, M

IL

LE

R

A

SS

O C

IA

TE

S E ng in ee ri ng

E nv ir on m en ta l

G eo m at ic s

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns w w w .s ou de rm ille r.c om

Ph on e (5

) 6

-0

F ax

(5

) 6

-0

S ed on a

H ill s P kw y.

La s C ru ce s, N M

/2

2/

In iti al

S ub m itt al

AX

A M

J

3/2/2023

MICHAEL D. JOHNSON

NEW

MEXICO

REGISTERED PROFESSIONAL ENG

INE

ER

PR

O

JE

T D

ET

AI

LS

AXA

NOTE : AT A MINIMUM ALL DEMOLITION AND CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF THE NEW MEXICO DEPARTMENT OF TRANSPORTATION

“STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION”, LATEST

EDITION AND/OR THE CITY OF ROSWELL “PUBLIC WORKS SPECIFICATIONS”, LATEST

EDITION.

3'

3'

5' S

ID

EW

AL

K

3/8" THICK DIAMOND

STEEL PLATE

48" WIDE x

EXISTING SIDEWALK

WIDTH (5' V.I.F.)

REMOVE 4.67' OF EXISTING SIDEWALK

4' 4"4"

MATCH WIDTH AND

THICKNESS OF THE

EXISTING SIDEWALK

2" EXPANSION

JOINT

6" 4"

1 1/2"X1 1/2"X1/4"

ANGLE (BOTH SIDES)

3" NELSON STUD

3 REQ. BOTH SIDES

WELD TO ANGLE IRON

CONCRETE

DRAIN CHANNEL

3000 PSI CONCRETE

4" THICK, WIDTH TO

MATCH EXISTING

SIDEWALK WIDTH

2" EXPANSION

JOINT

EXISTING

SIDEWALK

EXISTING

SIDEWALK

SECTION 'A'

3/8" THICK DIAMOND

STEEL PLATE

48" WIDE x

EXISTING SIDEWALK

WIDTH (5' V.I.F.)

4" 48" 4"

FL

O

W

NEW

CONCRETE

NEW

CONCRETE

PLAN VIEW - WALKING TRAIL

NOT TO SCALE

NOT TO SCALE

AA

SAW CUT EXISTING

PAVEMENT

SAW CUT EXISTING

PAVEMENT

C301

C301

C301

C301

C301

C301

C301

C301

C301

C301

WV

WM

IR

IR

IR

IR

IR

IR

IR

IR

IRRV

IRRV

IRRV

IRRV

IRRV IRRV

IRRV

IRRV

GM

IR

R

EX-G

EX-G

EX-GEX-G

EX

-G

EX

-G

EX

-G

EX-G

UGEUGE

U G

E U

G E

U G

E

U G

E

NO

PARKING

LOADING

ZONE

IR

R

IRR

IRR

IRR

IRR

IRR

IRR

IR

R

IRR IRR

IRR IRR

IR

R

IRRV

WV

WV

UGE UGE UGE UGE

TEL TEL TELTELTEL

AS SHOWN

C400Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

© Copyright 2020 Souder, Miller & Associates - All Rights Reserved

Designed CheckedDrawn

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P:\9-DPA Pecos Valley RCC Renovation (9B31722)\CAD\Civil\Construction Drawings\9B31722 - UTILITY PLAN.dwg 3/2/2023 3:47 PM AXA

NOTE: THESE DRAWINGS ARE TO BE USED TO

ACQUIRE PERMITS FROM JURISDICTIONAL

GOVERNMENTAL AGENCIES AND ARE NOT TO BE

RELIED UPON FOR PROJECT BIDDING PURPOSES

OR FOR CONSTRUCTION UNTIL APPLICABLE

CONSTRUCTION PERMITS ARE ISSUED

SM

ASO

U D

ER

, M

IL

LE

R

A

SS

O C

IA

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S E ng in ee ri ng

E nv ir on m en ta l

G eo m at ic s

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns w w w .s ou de rm ille r.c om

Ph on e (5

) 6

-0

F ax

(5

) 6

-0

S ed on a

H ill s P kw y.

La s C ru ce s, N M

/2

2/

In iti al

S ub m itt al

AX

A M

J

3/2/2023

MICHAEL D. JOHNSON

NEW

MEXICO

REGISTERED PROFESSIONAL ENG

INE

ER

U

TI

LI

TY

P

LA

N

UTILITY PLAN

SCALE: 1" = 30'

SCALE: 1" = 30'

60'30'0 NOTE : AT A MINIMUM ALL DEMOLITION AND CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF THE NEW MEXICO DEPARTMENT OF TRANSPORTATION

“STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION”, LATEST

EDITION AND/OR THE CITY OF ROSWELL “PUBLIC WORKS SPECIFICATIONS”, LATEST

EDITION.

LEGEND

EX W

G

WILKINS REGULATOR COMPANY

AMES FIRE & WATERWORKS

A.R.I.FLOW CONTROL ACCESSORIES

BACKFLOW DIRECT

FEBCO

WATTS

APOLLO/CONBRACO INDUSTRIES, INC.

BEECO

CLA - VAL

WATER FIXTURE SUPPLY UNITS

ALL INFORMATION SHOWN ON THIS SHEET THAT REFERENCES WATER,

GAS AND SEWER CALCULATIONS AND BACKFLOW PREVENTION DEVICE

WERE PROVIDED BY OTHERS AND ARE SHOWN FOR FOR INFORMATION

ONLY. 1" DOMESTIC WATER METER DEMAND IS 0.25 PSI.

APPROVED BACKFLOW PREVENTER

MANUFACTURERSEXISTING WATER LINE

EXISTING WATER METER BOX

EXISTING WATER VALVE

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION LINE

EXISTING UNDER GROUND ELETRIC

EXISTING STREET LIGHT

EXISTING ELECTRIC UTILITY COMPONENTS

EXISTING TELEPHONE UTILITY COMPONENTS

EXISTING FIBER OPTIC UTILITY COMPONENTS

EXISTING GAS LINE

EXISTING GAS METER

PROPOSED TELECOMMUNICATION LINE

PROPOSED UNDER GROUND ELECTRICAL

FOPB

ET

F

PROPOSED NEW LOCATION OF IRRIGATION

VALVE. CONNECT TO EXISTING SYSTEM.

CONTRACTOR TO VERIFY IRR VALVE IS IN

SAME WORKING CONDITION.

UNDERGROUND COMMUNICATION

LINE FROM EXISTING RADIO

ROOM TO NEW DISPATCH AREA.

TRENCH AND BACKFILL AS

REQUIRED. REFER TO

ELECTRICAL AND SPECIAL

SYSTEMS. TO BE INCLUDED IN

BASE BID.

WM

IRRV

IRR

TEL

GM

SMA

AXA

UGE

EXISTING OLD LOCATION OF

IRRIGATION VALVE. CONTRACTOR TO

VERIFY CONDITION OF IRRIGATION

VALVE BEFORE RELOCATION.

TEL

UGE

UNDERGROUND CONDUIT

FROM EXISTING RADIO

ROOM TO NEW DISPATCH

AREA. TRENCH AND

BACKFILL AS REQUIRED.

REFER TO ELECTRICAL AND

SPECIAL SYSTEMS. TO BE

INCLUDED IN BASE BID.

NOTE : TRENCHING AND BACKFILL

AS SHOWN TO BE INCLUDED IN

BASE BID.

LOCATION OF NEW

I.T. ROOM FOR

TELECOMMUNICATION

TERMINATION

PROPOSED UNDERGROUND

COMMUNICATION LINE.

COORDINATE WITH COMCAST

FOR FINAL

CONNECTION.TRENCH AND

BACKFILL AS REQUIRED. TO

BE INCLUDED IN BASE BID.

EXISTING UNDERGROUND.

IRRIGATION LINE TO

REMAIN. VERIFY EXACT

LOCATION AND EXTENTS

IN FIELD. PROTECT

DURING CONSTRUCTION.

AutoCAD SHX Text 10751

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text N

NO

PARKING

LOADING

ZONE

WV

NO

PARKING

SIGN TYPE R7-8 (12"X18")

- SIGN FILED IS WHITE

- SIGN LETERING AND BORDER ARE GREEN

- INTERNATIONAL SYMBOL OF ACCESSIBILITY

IS WHITE ON A BLUE BACKGROUND

REQUIRED LANGUAGE PER

NMSA 197866-7-352.4C

SIGNTYPE R7-8A (6"X12")

- SIGN FIELD IS WHITE

- SIGN LETTERING AND BORDER ARE GREEN

2" DIA STD WT STL

PIPE POST - GALV

FIN GRADE OR PAVING

1'-0" DIA CONC

FTG - SLOPE

TOP TO DRAIN

VIOLATOR'S ARE

SUBJECT TO A FINE

AND/OR TOWING

1' -6

4"

8" 4'

-4

1/

2" 1'

-5

3"

2' 6'

=6

ADA PARKING SIGN

6" DIA. CONCRETE FILLED

STEEL PIPE BOLLARD.

PAINTED YELLOW.

VAN

ACCESSIBLE

REQUIRED LANGUAGE (VAN ACCESSIBBLE

SPACES) ANSI 502.7

NON-VAN ACCESSIBLE

SPACES BOTTOM OF

THIS SIGN 60" MIN.

ABOVE GROUND

ANSI502.7

VAN ACCESSIBLE

SPACES BOTTOM OF

THIS SIGN 60" MIN.

ABOVE GROUND

ANSI502.7

AS SHOWN

C700Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

© Copyright 2020 Souder, Miller & Associates - All Rights Reserved

Designed CheckedDrawn

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March 2023

9B31722

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P:\9-DPA Pecos Valley RCC Renovation (9B31722)\CAD\Civil\Construction Drawings\9B31722 - SIGNAGE AND STRIPPING PLAN.dwg 3/2/2023 3:47 PM AXA

NOTE: THESE DRAWINGS ARE TO BE USED TO

ACQUIRE PERMITS FROM JURISDICTIONAL

GOVERNMENTAL AGENCIES AND ARE NOT TO BE

RELIED UPON FOR PROJECT BIDDING PURPOSES

OR FOR…