GBOM Roswell Market Place Walk identified as Cultural Plaza - Drawings.pdf

PDF 26 MB Posted Sep 17, 2024

Attached to: GBOM: Roswell Market Place identified as Cultural Plaza
Solicitation number: ITB-25-02
Issued by: Catron County, Rowe CDP, New Mexico

About this file

Written by GovTribe AI · Apr 12, 2025

These are comprehensive architectural and engineering drawings for the Roswell Cultural Plaza project, prepared by multiple consulting firms including PLAND Collaborative (Landscape Architect), Unity Engineering, Architectural Engineering Associates, and Smith Engineering, on behalf of Chaves County, New Mexico. The project involves constructing a comprehensive cultural plaza located in Roswell, spanning approximately 1.2 acres, and includes extensive site improvements such as demolition, earthwork, electrical infrastructure, lighting, a restroom building, shade structures, masonry walls, ornamental fencing and gates, a water tower monument feature, concrete paving, retaining walls, concrete steps and ramps with handrails, pavers, irrigation systems, and landscape installations. The project drawings are dated June 14, 2024, and are marked as "For Construction" documents, indicating they are final engineering and design specifications ready for bidding and construction.

The project encompasses multiple detailed design elements across 35 separate drawing sheets, covering civil, landscape, electrical, and irrigation aspects. The site plan includes specific design features like a performance stage, beer garden, play area, multiple shade structures, and comprehensive landscaping with tree and grass plantings. Electrical infrastructure will include a dedicated service panel, lighting controls, and multiple zone configurations. The estimated project cost is not explicitly stated in the drawings, but the complexity and breadth of the design suggest a significant municipal infrastructure investment. The electrical and landscape designs indicate careful consideration of functionality, aesthetic coherence, and potential future expandability, with provisions for additional preset lighting scenes and modular communication infrastructure.

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Other files

File	Type	Posted
GBOM Roswell Market Place Walk identified as Cultural Plaza - Bid Book.pdf	PDF	Sep 17, 2024
ITB-25-02 GBOM Roswell Market Place Walk - Addendum 3.pdf	PDF	Sep 17, 2024
GBOM Roswell Market Place Walk identified as Cultural Plaza - Addendum 1.pdf	PDF	Sep 17, 2024
GBOM Roswell Market Place Walk identified as Cultural Plaza - Addendum 2.pdf	PDF	Sep 17, 2024

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JS JS

G-001

COVER

SHEET

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

CHAVES COUNTY

ROSWELL CULTURAL PLAZA

06/14/2024

FOR CONSTRUCTION

ROSWELL, NM 88201

DRAWING INDEX:

1. G-001 COVER SHEET

2. C-100 GENERAL NOTES

3. C-101 EXISTING CONDITIONS SURVEY

4. C-200 SITE GRADING PLAN

5. C-201 ENLARGED GRADING DETAIL

6. C-202 LAYOUT COORDINATE INDEX

7. C-203 SITE UTILITIES PLAN

8. C-300 CIVIL DETAILS

9. C-301 UTILITY DETAILS

10. C-400 DRAINAGE MAP

11. LD 101 DEMOLITION PLAN

12. LK101 DIMENSION & LAYOUT PLAN

13. LS101 CONSTRUCTION PLAN

14. LS102 FENCING & WALL PLAN

15. LS201 CONSTRUCTION PLAN ENLARGEMENTS

16. LS501 CONSTRUCTION DETAILS

17. LS502 CONSTRUCTION DETAILS

18. LS503 CONSTRUCTION DETAILS

19. LS504 CONSTRUCTION DETAILS

20. LS505 CONSTRUCTION DETAILS

21. LS506 CONSTRUCTION DETAILS

22. LS507 CONSTRUCTION DETAILS

23. LS508 CONSTRUCTION DETAILS

24. LS509 CONSTRUCTION DETAILS

25. LS510 CONSTRUCTION DETAILS

26. LI101 IRRIGATION PLAN

27. LI501 IRRIGATION DETAILS

28. LP101 PLANTING PLAN

29. LP501 PLANTING DETAILS

30. E-001 ELECTRICAL GENERAL INFORMATION

31. E-101 ELECTRICAL SITE PLAN

32. E-201 ELECTRICAL PART PLANS

33. E-501 ELECTRICAL DIAGRAMS, DETAILS, SCHEDULES

34. E-502 ELECTRICAL DIAGRAMS & DETAILS

35. E-601 ELECTRICAL SCHEDULES

DESIGN TEAM:

LANDSCAPE ARCHITECT

PLAND COLLABORATIVE

515 BROADWAY,

LUBBOCK, TX 79401

505-268-2266 PH

505-265-9637 FX

ATTN: JEFF STUART

OWNER:

CHAVES COUNTY

1 ST. MARY'S PLACE

ROSWELL, NM 88203

575-624-6611

ATTN: ALEX PALOMINO

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

UNITY ENGINEERING, PC

4 SNOWCAP COURT

CEDAR CREST, NM 87008

505-270-5047 PH

ATTN: TAMMI HEAD

ARCHITECTURAL ENGINEERING ASSOCIATES

7401 HANCOCK CT NE, SUITE C

ALBUQUERQUE, NM 87109

505-433-3310 PH

ATTN: DENNIS WETTERSTROM

SMITH ENGINEERING

401 N. PENNSYLVANIA AVE

ROSWELL, NM 88201

575-622-8866

ATTN: SCOTT HICKS

CIVIL ENGINEER

PROJECT

AREA

VICINITY MAP

E 5TH STREET

E 4TH STREET

N V

N U

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PROJECT NAME AND ADDRESS

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NORTH

R s e c p r o j e c t s C

A D

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L A

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E S d w g

J u n a m

S v e d

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ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

C100

GENERAL NOTES

Know what'sbelow.

Callbefore you dig.

ADDITIONAL NOTES:

1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR ANY

WORK TAKING PLACE WITHIN THE RIGHT-OF-WAY OF ANY

STREETS OR HIGHWAY.

2. REMOVAL AND RELOCATION OF ANY TRAFFIC SIGNS WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

GENERAL CONSTRUCTION NOTES:

1. CONSTRUCTION SPECIFICATIONS. THE LATEST VERSION OF THE CITY OF

ROSWELL PUBLIC WORKS SPECIFICATIONS SHALL GOVERN CONSTRUCTION OF

THIS PROJECT. ANY ITEMS NOT COVERED BY THESE SPECIFICATIONS SHALL

CONFORM TO THE LATEST VERSION OF THE NMDOT SPECIFICATIONS FOR

HIGHWAY AND BRIDGE CONSTRUCTION.

2. OSHA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KNOW AND COMPLY WITH

THE "OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970," OR LATEST ADDITION

THEREOF.

3. CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE. THE CONTRACTOR SHALL

NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN THE RIGHT-OF-WAY UNLESS

THE EQUIPMENT OR MATERIAL IS PROPERLY SHIELDED UTILIZING CURRENT

SAFETY DESIGN AND INSTALLATION METHODS. THE SAFETY DESIGN FOR THIS

SHIELDING SHALL BE PROVIDED BY THE CONTRACTOR AND MUST BE APPROVED

BY THE ENGINEER BEFORE IMPLEMENTING. THERE WILL BE NO DIRECT

COMPENSATION FOR THIS SERVICE.

4. DISPOSAL SITES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

DISPOSAL SITES THAT ARE ENVIRONMENTALLY SUITABLE FOR DISPOSAL OF

ITEMS NOT SPECIFIED TO BE SALVAGED. THE CONTRACTOR IS EXPECTED TO

ABIDE BY ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS IN

OBTAINING THE NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES AND/OR

PRIVATE PROPERTY OWNERS. ALL COSTS ASSOCIATED WITH OBTAINING THESE

PERMITS SHALL BE INCIDENTAL TO THE COMPLETION OF THE PROJECT AND NO

DIRECT MEASUREMENT OR PAYMENT SHALL BE MADE THEREFORE. THE

CONTRACTOR SHALL PROVIDE THE PROJECT MANAGER WITH COPIES OF ALL

PERTINENT INFORMATION, AGREEMENTS, AND PERMITS RELATED TO DISPOSAL

SITE UTILIZED. BORROW MATERIAL, ROCK WASTE, AND VEGETATIVE DEBRIS

CANNOT BE PLACED IN WETLANDS, ARROYOS, OR AREAS THAT MAY IMPACT

THREATENED OR ENDANGERED SPECIES. ARCHAEOLOGICAL AND

ENVIRONMENTAL CLEARANCES MUST BE OBTAINED BEFORE DISPOSAL OR

REMOVAL OF WORK BY THE CONTRACTOR.

5. INCIDENTAL CONSTRUCTION. THERE WILL BE NO MEASUREMENT OR PAYMENT

FOR ANY ITEMS OF WORK NOT SPECIFICALLY LISTED IN THE BID PROPOSAL. ALL

OTHER ITEMS OF WORK OR MATERIALS SHOWN AS REQUIRED TO COMPLETE

THE PROJECT SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION OR TO

OTHER ITEMS OF WORK.

6. PROTECTION WORK. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION

OF HIS WORK FROM RAINFALL, STORM DRAINAGE, OR FLOOD SO THAT IT DOES

NOT DELAY CONSTRUCTION OR DAMAGE COMPLETED WORK OR DOWNSTREAM

PROPERTIES.

7. EPA STORM WATER DISCHARGE REGULATIONS. THE CONTRACTOR IS

RESPONSIBLE FOR COMPLIANCE TO APPLICABLE PORTIONS OF THE EPA STORM

WATER DISCHARGE REGULATIONS.

8. DUST ABATEMENT. THE CONTRACTOR SHALL USE WATERING EQUIPMENT FOR

DUST POLLUTION ABATEMENT AS REQUIRED OR AS DIRECTED BY THE ENGINEER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND SUPPLYING

WATER. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.

9. VERIFICATION. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS SHOWN ON

PLANS AND REPORT ANY DISCREPANCIES TO ENGINEER IMMEDIATELY.

10. EXISTING UTILITIES. ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE

LOCATION ONLY. IT IS CONTRACTORS RESPONSIBILITY TO LOCATE UTILITIES IN

THE FIELD, PRIOR TO CONSTRUCTION, SO THAT GRADE ADJUSTMENTS CAN BE

MADE IF NECESSARY.

11. S.W.P.P.P. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY N.P.D.E.S

PERMITTING AND S.W.P.P.P. IMPLEMENTATION.

12. VALLEY GUTTER AND PAVING OPERATIONS. VALLEY GUTTER SHALL BE PLACED

PRIOR TO ROADWAY PAVING OPERATIONS WHERE NEW PAVEMENT WILL ABUT

THE VALLEY GUTTER.

13. ABUTTING NEW PAVEMENT TO EXISTING. WHEN ABUTTING NEW PAVEMENT TO

EXISTING, CUT EXISTING PAVEMENT TO A NEAT STRAIGHT LINE AS REQUIRED TO

REMOVE ANY BROKEN OR CRACKED PAVEMENT AND MATCH NEW TO EXISTING.

NO SEPARATE PAYMENT WILL BE MADE FOR CUTTING EXISTING PAVEMENT BUT

SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. CUTTING OF PAVEMENT

SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS.

14. TRAFFIC CONTROL DEVICES. ALL TRAFFIC CONTROL DEVICES INSTALLED OR

USED DURING THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION. THE

CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL BY THE ENGINEER,

TRAFFIC CONTROL PLAN AND PROJECT SCHEDULE PRIOR TO THE

PRE-CONSTRUCTION CONFERENCE. THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING ALL TRAFFIC CONTROL DEVICES 24HRS A DAY AND SHALL PROVIDE

THE NAME AND PHONE NUMBER OF THE CONTACT PERSON TO THE CITY, AND

ENGINEER.

15. CONSTRUCTION SIGN MAINTENANCE. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR MAINTAINING CONSTRUCTION SIGNS, BARRICADES ETC., FOR THE

COMPLETION OF THE PROJECT AND SHALL HAVE PERSONNEL AVAILABLE AT ALL

TIMES TO REPAIR AND/OR REPLACE SIGNS AND BARRICADES, ETC. THERE WILL

BE NO DIRECT COMPENSATION FOR THIS SERVICE.

16. ACCESS TO LOCAL BUSINESSES AND RESIDENCES. ACCESS SHALL BE KEPT

OPEN INSOFAR AS POSSIBLE. ACCESS CLOSURE MUST BE SCHEDULED AT LEAST

TWENTY-FOUR (24) HOURS IN ADVANCE WITH PROPERTY OWNERS AND

APPROVED BY THE ENGINEER. ACCESS FOR FIRE PROTECTION AND EMERGENCY

SERVICES MUST BE OPEN AT ALL TIMES. SCHEDULES FOR THE RELEASE OF

WORK WILL BE DETERMINED AT THE PRE CONSTRUCTION CONFERENCE.

ADDITIONAL OR SUPPLEMENTAL SCHEDULES MAY BE REQUIRED AS THE

PROJECT PROGRESSES, AS REQUESTED BY THE ENGINEER.

17. WARPING OF SLOPE. ALL SIDE SLOPES SHALL BE WARPED WHERE NECESSARY

TO STAY WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR SHALL CONFINE HIS

OPERATIONS TO THE CONSTRUCTION LIMITS OF THE PROJECT AND WILL BE

HELD RESPONSIBLE FOR ANY AGREEMENTS NECESSARY OR DAMAGE BY HIS

OPERATION TO PUBLIC OR PRIVATE PROPERTY, INCLUDING UTILITIES.

18. INFORMING THE PUBLIC. THE CONTRACTOR SHALL BE REQUIRED TO KEEP THE

PUBLIC INFORMED THROUGH THE LOCAL NEWS MEDIA, FOR THE LIFE OF THE

PROJECT, OF THE VARIOUS OPERATIONS INVOLVING STREET OR LANE

CLOSURES OR ANY OTHER PERTINENT INFORMATION RELATING TO TRAFFIC

MOVEMENT.

19. MIX DESIGNS. THE CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW AND

APPROVAL OF MIX DESIGNS FOR CONCRETE, P.M.B.P. PRIOR TO BEGINNING

CONSTRUCTION.

20. UTILITY LOCATION. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF

LOCATION AND ELEVATION OF ALL EXISTING UTILITIES

21. UTILITY RELOCATION. THE CONTRACTOR IS HEREBY ADVISED THAT ANY UTILITY

RELOCATION BY THE UTILITY COMPANIES WILL BE DONE CONCURRENTLY WITH

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE FOR UTILITY WORK IN

CONJUNCTION WITH HIS OWN WORK AND SHALL BE REQUIRED TO COORDINATE

THE SCHEDULING OF WORK WITH THE RESPECTIVE UTILITY COMPANIES. THE

CONTRACTOR SHALL PROTECT AND MAINTAIN IN SERVICE ALL EXISTING

UTILITIES. THE ENGINEER SHALL BE PROMPTLY NOTIFIED OF ANY PROBLEMS OR

CONFLICTS THAT ARE ENCOUNTERED. NO CLAIMS FOR DELAYS WILL BE

ALLOWED AND THE CONTRACTOR MUST PROVIDE FOR THESE CONTINGENCIES

WHEN BIDDING THE PROJECT.

22. REINFORCING BARS. ALL REBAR USED FOR CONCRETE REINFORCEMENT SHALL

BE GRADE 60, AND SHALL BE INCIDENTAL TO CONCRETE WORK.

23. DIMENSIONS. ALL DIMENSIONS ARE TO TOP-BACK OF CURB UNLESS OTHERWISE

SHOWN.

24. SUBGRADE. ALL SUBGRADE TO BE COMPACTED TO 95% MAXIMUM DRY DENSITY

AT OPTIMUM MOISTURE ± 2% PER ASTM D1557.

25. PROTECTIVE SLOPES: IN AREAS WHERE SIDEWALK OR PAVING DO NOT

IMMEDIATELY ADJOIN THE STRUCTURE, PROTECTIVE SLOPES ARE TO BE

PROVIDED WITH A MINIMUM GRADE OF APPROXIMATELY 5 PERCENT FOR AT

LEAST 5 FEET FROM PERIMETER WALLS.

ELECTRIC: XCEL ENERGY

TONY SALVARREY

(575) 625-5914

GAS: NM GAS COMPANY

DANNY MENDOZA

(575) 625-6380

WATER & SEWER: CITY OF ROSWELL

LORENZO SANCHEZ

(575) 624-6730

STREETS: CITY OF ROSWELL

LOUIS NAJAR

(575) 637-6281

UTILITIES

UTILITY CONTACT INFORMATION SUBJECT

TO CHANGE WITH OUT NOTICE.

AutoCAD SHX Text 15792

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CHECKED BY

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SHEET NUMBER

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DATE

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SEAL

PROJECT NAME AND ADDRESS

CP RR4TH

W V

S D

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W

OHE

O H

OHE

OHE OHE OHE OHE

OHE

O H

S D

O H

E O

H E

O H

E O

H E

O H

OHE

OHE OHE OHE OHE

OHE

COR 1/2 CONDUIT

COR 1/2 PIPE

COR 1/2 CONDUIT

COR 1/2 1176X

S S

SS SS

S S

T R

E E

T R

E E

25' ALLEY

B.N. & S.F. RAILROAD

N00°02'49"W 257.58'

S W

N00°00'37"W 257.42'

3560.95

X-TBC

3561.11

X-TBC

3561.41

X-TBC

3561.06

X-EP

3560.91

X-EP

3560.81

X-EP

3560.65

X-EP

3560.74

X-EP

3560.55

X-EP

3560.77

X-EP

3560.77

X-EP

3560.93

X-EP

10" CULVERT INV.

EL. = 3557.79

10" CULVERT INV.

EL. = 3558.19

10" CULVERT INV.

EL. = 3558.90

EXISTING BUILDING

F.F. = 3563±

EXISTING

SIDEWALK TRENCH

EXISTING

SIDEWALK TRENCH

EXISTING SEWER MANHOLE

RIM EL. = 3560.28

N. INVERT EL. = 3554.43

S. INVERT EL. = 3554.50

EXISTING SEWER MANHOLE

RIM EL. = 3560.70

N. INVERT EL. = 3553.84

S. INVERT EL. = 3553.93

W. INVERT EL. = 3554.41

EXISTING SEWER MANHOLE

RIM EL. = 3561.25

N. INVERT EL. = 3555.11

S. INVERT EL. = 3555.07

W. INVERT EL. = 3555.07

OHE

SD SD

G G

PROPERTY LINE

ADJACENT PROPERTY LINE

CURB AND GUTTER

EDGE OF PAVEMENT

SIDEWALK

SANITARY SEWER LINE

WATER LINE (SIZE AS NOTED)

OVERHEAD ELECTRIC LINE

STORM DRAIN

GAS LINE

RAILROAD TRACK

BUILDING

FOUND 1/2" REBAR WTIH CAP STAMPED

"21207" UNLESS OTHERWISE NOTED

SANITARY SEWER MANHOLE

WATER VALVE

FIRE HYDRANT

WATER METER

GAS METER

UTILITY POLE

SIGN

LIGHTPOLE

RAILROAD CROSSING GATE

LEGEND

CONTROL POINTS

Point #

Description

CP RR4TH

COR PK NAIL

COR 1/2 CONDUIT

COR 1/2 PIPE

COR 1/2 CONDUIT

COR 1/2 1176X

COR T RAIL

Northing

871956.98

871803.67

871804.16

871804.49

872246.52

872246.61

872311.34

Easting

484459.34

483996.16

484279.10

484477.05

484278.74

484476.97

484757.50

Elevation

3560.28

3561.55

3561.32

3560.50

3560.16

3559.04

3555.60

( POINT NOT SHOWN ON SHEET.)

00 20' 40'

NOTES:

1. THIS IS NOT A BOUNDARY SURVEY. APPARENT PROPERTY LINES ARE

SHOWN FOR ORIENTATION ONLY.

2. UTILITY LINES ARE PER OBSERVED EVIDENCE ON THE DATE OF THIS

SURVEY. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF

UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND

RELIABLY DEPICTED. IN ADDITION, IN SOME JURISDICTIONS, 811 OR OTHER

SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED

OR RESULT IN AN INCOMPLETE RESPONSE. WHERE ADDITIONAL OR MORE

DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT

EXCAVATION MAY BE NECESSARY.

3. ELEVATION DATUM IS NAVD88.

4. CONTROL POINT RR4TH SHOWN IS A 1/2" REBAR WITH PLASTIC CAP

STAMPED "CONTROL POINT".

s e c p r o j e c t s C

A D

D P

L A

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U L T

U R

A L

L A

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T I N

O N

D I T

I O

N S d n v e d

B y t o m m y r

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

C101

EXISTING

CONDITIONS

SURVEY

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SUBMITTAL

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REVISIONS

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NO.

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DATE

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DESCRIPTION

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PLAND PROJECT NO

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DRAWN BY

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CHECKED BY

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SHEET TITLE

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SHEET NUMBER

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DATE

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SEAL

W V

S D

COR 1/2 CONDUIT

COR 1/2 PIPE

COR 1/2 CONDUIT

COR 1/2 1176X

E E

25' ALLEY

B.N. & S.F. RAILROAD

10" CULVERT INV.

EL. = 3557.79

10" CULVERT INV.

EL. = 3558.19

10" CULVERT INV.

EL. = 3558.90

EXISTING BUILDING

F.F. = 3563±

EXISTING

SIDEWALK TRENCH

EXISTING

SIDEWALK TRENCH

O O

OOOOOO

O O

61.20

61.30

61.40

60.92

X-EP

60.65

X-EP

60.81

X-EP

61.19

X-EP

61.43

X-EP

59.93

X-EG

60.64

X-EG

60.99

X-EG

59.59

X-EG

59.81

X-EG

60.11

X-EG

60.07

X-EG

60.51

X-EG

61.50

61.60

61.40

61.56

61.30

61.20

61.10

61.00

61.40

61.20

61.06

X-EG

60.60

61.20

60.74

X-EP

61.30

61.25

61.30

61.50

61.70

61.60

61.30

61.53

X-EP

61.39

X-EP

61.33

X-EP

61.38

X-EP

61.15

X-EP

61.23

X-EP

61.24

X-EP

60.79

X-EP

61.20

60.90

60.80

35613561

60.90

61.70

61.00

61.45

61.60

61.10

TBC

61.60

61.50

60.80

TBC

60.75

TBC

60.62

X-EP

60.50

TBC

60.85

X-EP

61.10

60.30

60.90

61.24

61.00

61.10

61.20

61.50

60.33

X-EP

60.61

X-EP

61.15

61.60

TBC

61.25

61.10

61.50

61.00

60.90

61.59

X-TBC

61.68

X-TBC

61.88

X-TBC

61.96

X-TBC

61.89

X-TBC

61.84

X-TBC

61.40

61.10

61.30

62.80

61.20

61.40

61.20

60.70

61.00

61.30

60.70

F.F.= 3561.70

PAD = 3561.36

61.12

X-EP

60.84

X-EP

60.99

X-EP

60.90

s e c p r o j e c t s C

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D P

L A

N S

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I T

L A

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B y t o m m y r

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

C200

SITE GRADING PLAN

00 20' 40'

PROPOSED FINISHED GRADE ELEVATION

PROPOSED TOP BACK OF CURB ELEVATION

PROPOSED TOP OF SIDEWALK ELEVATION

PROPOSED FLOW LINE ELEVATION

PROPOSED TOP OF WALL ELEVATION

EXISTING TOP OF CURB

EXISTING SIDEWALK

EXISTING GRADE

EXISTING EDGE OF PAVEMENT

EXISTING FLOWLINE

EXISTING SURFACE CONTOURS

DESIGN SURFACE CONTOURS

DRAINAGE FLOWLINE

DIRECTION OF RUNOFF

60.00

TBC

60.00

X-TBC

60.00

X-SW

60.00

X-GD

60.00

X-EP

60.00

X-FL

GRADING KEYED NOTES:

1. BACK FILL AT BACK OF SIDEWALK / WALL, TIE TO EXISTING GRADE AT 1:4 MAX SLOPE. (TYPICAL ALL SIDEWALKS)

2. TIE TO EXISTING SURFACE WITH SMOOTH TRANSITION.

3. SHAPE AND GRADE FLOWLINE INTO LANDSCAPE AREA.

4. BUILD STANDARD 4" THICK CONCRETE SIDEWALK. REFERENCE DETAIL 2, SHEET C300.

5. INSTALL PAVER STYLE WALKING PATH / SIDEWALK. REFERENCE LANDSCAPE ARCHITECTURAL SHEETS FOR NOTES

AND DETAILS.

6. CLEAN-LINE SAW CUT 2'-0" WIDE SECTION OF EXISTING PAVEMENT AND INSTALL STANDARD HMA PAVEMENT

PATCH SECTION AT CONNECTION OF NEW CONCRETE TO EXISTING ROADWAY. REFERENCE DETAIL 3, SHEET C300.

7. BUILD IN-LINE ADA SIDEWALK RAMP. REFERENCE DETAIL 6, SHEET C300.

8. BUILD CONCRETE STAIRS. REFERENCE LANDSCAPE ARCHITECTURAL SHEETS FOR NOTES AND DETAILS.

9. BUILD 24" CONCRETE CURB AND GUTTER. REFERENCE DETAIL 1, SHEET C300.

10. POUR IN PLACE FALL SURFACE AT PLAYGROUND EQUIPMENT. REFERENCE LANDSCAPE ARCHITECTURAL SHEETS

FOR NOTES AND DETAILS.

11. INSTALL 18" SIDEWALK TRENCH. REFERENCE DETAIL 4, SHEET C300.

12. LANDSCAPE ISLAND TO BE DEPRESSED 3" - 4", TO ACCEPT DRAINAGE RUNOFF.

13. LANDSCAPE SURFACING AT SIDEWALK EDGE TO BE INSTALLED 1" - 1

" BELOW CONCRETE ELEVATION.

14. PREFABRICATED RESTROOM BUILDING, REFERENCE ARCHITECTURAL PLANS. CONTRACTOR TO PROVIDE

BUILDING PAD IN ACCORDANCE WITH PROJECT GEOTECHNICAL REPORT AND/OR STRUCTURAL SPECIFICATIONS.

15. BUILD 4" THICK CONCRETE SIDEWALK. TIE TO EXISTING EDGE OF PAVEMENT WITH SMOOTH TRANSITION.

16. INSTALL ALL WEATHER SURFACING AT EDGE OF EXISTING ALLEY PAVEMENT. REFERENCE LANDSCAPE PLANS FOR

COLOR, SIZE AND INSTALLATION NOTES.

60.00

SPOT ELEVATION LEGEND:

ELEVATIONS HAVE BEEN TRUNCATED (60.00 = 3560.00)

SURFACING LEGEND:

NEW BRICK PAVER WALKING SURFACE

NEW CONCRETE PAVEMENT

NEW HMA PAVEMENT SECTION

ALL WEATHER SURFACING

C300

12 12

NOTE:

REFERENCE SHEET C201 FOR FOR ENLARGED GRADING DETAIL.

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SEAL

25' ALLEY

O O

OOOOOOOOOOOO

O O

61.20

61.30

61.40

60.92

X-EP

60.72

X-EP

60.65

X-EP

60.81

X-EP

60.91

X-EP

61.19

X-EP

60.64

X-EG

60.99

X-EG

61.50

61.60

61.40

61.56

61.30

61.20

61.10

61.00

61.40

61.20

61.06

X-EG

60.72

X-FL

61.20

61.48

61.30

61.25

61.30

61.40

61.50

61.40

61.70

61.60

61.30

61.20

60.90

60.80

35613561

60.90

61.00

61.70

61.00

61.39

61.45

61.60

61.10

TBC

61.60

61.50

60.80

TBC

60.75

TBC

61.10

TBC

X-EP

60.50

TBC

60.85

X-EP

60.61

X-EP

61.10

60.30

60.00

60.90

61.24

61.00

60.80

61.10

61.20

61.50

60.80

61.15

61.60

TBC

61.50

61.25

61.10

61.20

61.50

61.40

61.00

60.90

61.40

61.30

61.10

61.30

62.90

62.80

62.90

62.80

61.20

61.50

61.30

61.40

61.20

60.70

61.00

61.30

60.60

60.70

62.75

61.40

62.75

61.40

64.00

61.40

62.75

61.30

61.40

61.25

61.30

F.F.= 3561.70

PAD = 3561.36

61.12

X-EP

60.84

X-EP

60.99

X-EP

60.80

60.90

61.10

20.0' 25.0' s e c p r o j e c t s C

A D

D P

L A

N S

E T

I T

L A

Y O

N d n v e d

B y t o m m y r

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

C201

ENLARGED

GRADING DETAIL

00 10' 20'

GRADING KEYED NOTES:

1. BACK FILL AT BACK OF SIDEWALK / WALL, TIE TO EXISTING GRADE AT 1:4

MAX SLOPE. (TYPICAL ALL SIDEWALKS)

2. TIE TO EXISTING SURFACE WITH SMOOTH TRANSITION.

3. SHAPE AND GRADE FLOWLINE INTO LANDSCAPE AREA.

4. BUILD STANDARD 4" THICK CONCRETE SIDEWALK. REFERENCE DETAIL 2,

SHEET C300.

5. INSTALL PAVER STYLE WALKING PATH / SIDEWALK. REFERENCE

LANDSCAPE ARCHITECTURAL SHEETS FOR NOTES AND DETAILS.

6. CLEAN-LINE SAW CUT 2'-0" WIDE SECTION OF EXISTING PAVEMENT AND

INSTALL STANDARD HMA PAVEMENT PATCH SECTION AT CONNECTION OF

NEW CONCRETE TO EXISTING ROADWAY. REFERENCE DETAIL 3, SHEET

C300.

7. BUILD IN-LINE ADA SIDEWALK RAMP. REFERENCE DETAIL 6, SHEET C300.

8. BUILD CONCRETE STAIRS. REFERENCE LANDSCAPE ARCHITECTURAL

SHEETS FOR NOTES AND DETAILS.

9. BUILD 24" CONCRETE CURB AND GUTTER. REFERENCE DETAIL 1, SHEET

C300.

10. POUR IN PLACE FALL SURFACE AT PLAYGROUND EQUIPMENT.

REFERENCE LANDSCAPE ARCHITECTURAL SHEETS FOR NOTES AND

DETAILS.

11. INSTALL 18" SIDEWALK TRENCH. REFERENCE DETAIL 4, SHEET C300.

12. LANDSCAPE ISLAND TO BE DEPRESSED 3" - 4", TO ACCEPT DRAINAGE

RUNOFF.

13. LANDSCAPE SURFACING AT SIDEWALK EDGE TO BE INSTALLED 1" - 1

BELOW CONCRETE ELEVATION.

14. PREFABRICATED RESTROOM BUILDING, REFERENCE ARCHITECTURAL

PLANS. CONTRACTOR TO PROVIDE BUILDING PAD PAD IN ACCORDANCE

WITH PROJECT GEOTECHNICAL REPORT AND/OR STRUCTURAL

SPECIFICATIONS.

15. BUILD 4" THICK CONCRETE SIDEWALK. TIE TO EXISTING EDGE OF

PAVEMENT WITH SMOOTH TRANSITION.

12 12

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SEAL

F.F.= 3561.70

PAD = 3561.36

CP RR4TH

W V

S D

COR 1/2 CONDUIT

COR 1/2 PIPE

COR 1/2 CONDUIT

COR 1/2 1176X

E E

25' ALLEY

B.N. & S.F. RAILROAD

EXISTING BUILDING

F.F. = 3563±

STAGE

TRENCH

CONTROL POINTS

Point #

Description

CP RR4TH

COR PK NAIL

COR 1/2 CONDUIT

COR 1/2 PIPE

COR 1/2 CONDUIT

COR 1/2 1176X

COR T RAIL

Northing

871956.98

871803.67

871804.16

871804.49

872246.52

872246.61

872311.34

Easting

484459.34

483996.16

484279.10

484477.05

484278.74

484476.97

484757.50

Elevation

3560.28

3561.55

3561.32

3560.50

3560.16

3559.04

3555.60

( POINT NOT SHOWN ON SHEET.)

POINT TABLE

Point #

Description

Northing

872119.57

872119.60

872119.63

872119.65

872119.66

872085.11

871866.65

871866.59

871866.36

Easting

484279.51

484309.77

484340.17

484372.69

484428.43

484474.83

484474.84

484474.87

484437.03

484295.94

POINT TABLE

Point #

Description

Northing

871882.20

871893.26

871909.26

871938.10

871970.10

871990.60

872000.60

872021.10

872053.10

872085.10

Easting

484279.71

484279.70

484279.68

484279.65

484279.62

484279.60

484279.63

484279.60

484279.56

484309.79

POINT TABLE

Point #

Description

Northing

872085.11

872079.26

872067.93

872053.10

872021.10

Easting

484340.18

484428.43

484297.17

484463.55

484308.50

484452.26

484347.68

484412.68

484347.68

484412.68

POINT TABLE

Point #

Description

Northing

872011.60

871979.60

Easting

484297.17

484308.50

484319.68

484347.68

484412.68

484297.17

484308.50

484319.68

484347.68

484412.68

POINT TABLE

Point #

Description

STAGE

Northing

871938.09

871938.10

871893.26

871881.93

871932.10

871908.10

Easting

484347.68

484412.68

484308.50

484452.26

484297.17

484463.60

484356.18

484404.18

484356.18

POINT TABLE

Point #

Description

TRENCH

Northing

871938.10

871932.10

871908.10

871854.73

Easting

484353.68

C202 s e c p r o j e c t s C

A D

D P

L A

N S

E T

L A

Y O

R D

I N

A T

I N

D E

X d n v e d

B y t o m m y r

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

LAYOUT

COORDINATE INDEX

LAYOUT POINT LEGEND

TBC TOP BACK OF CURB

HC HEADER CURB

SW SIDEWALK

EC EDGE OF CONCRETE

WALL CENTER OF CONCRETE WALL

STAGE EDGE OF CONCRETE STAGE

LP LIGHT POLE

PB PIPE BOLLARD

BP BASE PLATE

TF TANK FOOTING

NOTE:

CONTRACTOR TO COORDINATE

STRUCTURAL / ARCHITECTURAL

FOOTING AND BASE PLATE

LOCATIONS WITH STRUCTURAL

PLANS AND CUT-SHEETS.

00 20' 40'

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SEAL

W V

S D

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W

OHE

O H

OHE

OHE OHE OHE OHE

OHE

O H

S D

OHE

OHE OHE OHE OHE

OHE

COR 1/2 CONDUIT

COR 1/2 PIPE

COR 1/2 CONDUIT

COR 1/2 1176X

E E

25' ALLEY

B.N. & S.F. RAILROAD

EXISTING BUILDING

F.F. = 3563±

F.F.= 3561.70

PAD = 3561.36

20.0' 25.0'

WM 2"

BFP

178.0'

148.0'

B N

P P

A R

E N

O s e c p r o j e c t s C

A D

D P

L A

N S

E T

I T

T I L I T

I E

L A

N d n v e d

B y t o m m y r

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

C203

SITE UTILITIES PLAN

GENERAL NOTE:

1. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND DEPTH

OF EXISTING UTILITY LINES. (INCIDENTAL TO PROJECT)

2. CONTRACTOR TO COORDINATE WITH THE CITY WATER DEPT.

AND ALL APPROPRIATE UTILITY OWNERS AS REQUIRED, PRIOR

TO CONSTRUCTION.

3. FOR ANY WORK PERFORMED INSIDE RAILROAD R.O.W.,

CONTRACTOR MUST OBTAIN ANY REQUIRED PERMITTING

FROM BN&SF RAILROAD.

4. CONTRACTOR TO PROTECT ALL EXISTING UTILITY LINES

DURING CONSTRUCTION TO MAINTAIN SERVICES TO EXISTING

PROPERTIES.

5. CONTRACTOR TO VERIFY ALL PROPOSED SERVICE LATERAL

SIZES WITH MECHANICAL / PLUMBING SHEETS.

6. ALL NOTIFICATIONS REQUIRED FOR STREET CLOSURES TO BE

SUBMITTED FOR PUBLICATION BY CONTRACTOR.

LEGEND

NEW UNDERGROUND ELECTRIC LINE

NEW OVERHEAD ELECTRIC LINE

NEW 1" DOMESTIC WATER LINE

NEW 2" DOMESTIC WATER SERVICE LINE

NEW 4" SANITARY SEWER LINE

NEW 2" WATER METER

NEW FROST FREE HYDRANT

NEW 2" BACK-FLOW PREVENTER

NEW SANITARY SEWER CLEAN-OUT

NEW UTILITY POLE

KEYED NOTES:

1. CITY TO PROVIDE CONNECTION OF NEW 2" DOMESTIC WATER SERVICE TO

EXISTING WATER MAIN AND INSTALLATION OF NEW 2" WATER METER ONCE

ALL FEES ARE PAID. CONTRACTOR TO COORDINATE WITH CITY WATER

DEPARTMENT.

2. CONTRACTOR TO CONNECT (1) 2" WATER LINE TO CITY PROVIDED METER.

CONTRACTOR TO COORDINATE CONNECTION AND METER LOCATION WITH

CITY OF ROSWELL. CONTRACTOR TO INSTALL 185± LF OF NEW 2" WATER

LINE FROM NEW METER TO WITHIN 5'-0" OF BUILDING ONCE ALL FEES ARE

PAID. REFERENCE DETAILS 1 & 3, SHEET C302. CONTRACTOR TO FIELD

VERIFY ACTUAL LOCATION AND SIZE OF EXISTING WATER LINE.

3. TIE TO NEW 2” WATER SERVICE LINE, INSTALL 148 LF OF 1” WATER LINE.

4. TIE TO NEW 2” WATER SERVICE LINE, INSTALL 178 LF OF 1” WATER LINE.

5. INSTALL 1" WATER LINE AND FROST FREE HYDRANT. REFERENCE

LANDSCAPE SHEETS FOR DETAILS.

6. TIE TO NEW 2” WATER SERVICE LINE. INSTALL STUB-OUT FOR NEW

IRRIGATION SYSTEM. REFERENCE LANDSCAPE / IRRIGATION DESIGN

SHEETS FOR CONTINUATION.

7. INSTALL 8± LF OF 4" PVC SANITARY SEWER SERVICE LATERAL AT 1% SLOPE

FROM EXISTING SEWER MAIN. REFERENCE DETAILS 1 & 5, SHEET C302.

REFERENCE MEP PLANS TO VERIFY LINE SIZE AND DEPTH AT BUILDING.

8. INSTALL 4" SANITARY SEWER DOUBLE CLEANOUTS, REFERENCE DETAIL 2,

SHEET C302.

9. REFERENCE MEP SHEETS FOR CONTINUATION OF UTILITY LINES INTO

BUILDING.

10. PROPOSED ELECTRICAL TRANSFORMER LOCATION SHOWN FOR

REFERENCE ONLY. REFERENCE SITE ELECTRICAL PLAN FOR FINAL

LOCATION AND APPLICABLE NOTES. CONTRACTOR TO COORDINATE

UTILITY CONNECTIONS WITH SERVICE PROVIDER.

11. UNDERGROUND ELECTRIC LINE SHOWN FOR REFERENCE ONLY.

REFERENCE SITE ELECTRICAL PLAN FOR FINAL TRENCH LOCATION AND

APPLICABLE NOTES. CONTRACTOR TO COORDINATE WITH UTILITY SERVICE

PROVIDERS. CONTRACTOR TO PROVIDE TRENCHING.

12. EXISTING UTILITY LINES AND APPURTENANCES TO BE PROTECTED DURING

CONSTRUCTION.

13. CONTRACTOR TO COORDINATE WITH XCEL ENERGY RELOCATION OF

EXISTING OVERHEAD SERVICE LINE AND EXISTING UTILITY POLE.

WM 2"

00 20' 40'

5 5

BFP

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SEAL

STANDARD CONCRETE CURB

2'-0"

6" 2" 1'-4"

SUBGRADE

PREPARATION

2" SP-IV HMA, (HOT MIX ASPHALT)

COMPACT TO 92%-95% MAX

DENSITY

SUBGRADE PREPARATION, SCARIFY AND

COMPACT TO 95% ASTM D-1557

4" BASE COURSE COMPACT TO

95% ASTM D - 1557

SEE DETAILS FOR

CURB AND GUTTER

DIMENSIONS

TRANSVERSE DUMMY JOINTS

AT INTERVALS TO MATCH WIDTH OF WALKWAY.

1/2" LONGITUDINAL BITUMINOUS

EXPANSION JOINT MATERIAL

(BACK OF CURB)

TRANSVERSE BITUMINOUS

EXPANSION JOINTS AT 90'

INTERVALS

CURB ANG GUTTER TRANSVERSE

WEAKENED PLANE JOINT AT 15'

INTERVALS

15.00' 15.00'

NOTE:

1. TYPICAL DETAIL ESTABLISHED FOR 5'-0" WIDE SIDEWALK.

SECTION "A"

EXPANSION JOINT EVERY 120'

CONTROL JOINT EVERY 30'

REFERENCE PLAN FOR TOP

OF CURB ELEVATIONS

(2)-#4 CONTINUOUS

(1) #4 @ 24" O.C.

(REINFORCING

INCIDENTAL

TO CONSTRUCTION)

TOOL EDGES

3'-0" MIN - 8'-0" MAX

NOTE:

LOCATED AT RAMPS AND FILLETS MOUNTABLE CURB.

FLUSH WITH

PAVEMENT

TYPICAL CURB SECTION

TYPICAL CURB SECTION.

HEADER CURB AT THE BACK OF THE

SIDEWALK. FLUSH WITH SIDEWALK AT TOP OF

THE RAMP AND 6" TALL AT BOTTOM OF RAMP.

TYPICAL 4" THICK SIDEWALK,

REFERENCE SITE PLAN FOR WIDTH.

LANDING FLUSH WITH PAVEMENT,

2% MAX CROSS SLOPE.

8' CURB TRANSITION.

DETECTABLE WARNING

SURFACE

CONCRETE VALLEY

GUTTER

CONCRETE DRIVE PAD.

2% MAX CROSS SLOPE FOR WIDTH OF SIDEWALK.

SECTION A-A

4"4"

1'-6"

(3)- #4 W/ #3 SUPPORT

BARS @ 24" 0.C.

4"4"

REFERENCE PLAN

1'-0"

CONCRETE MAINTENANCE PAD TO

MAINTAIN DRAINAGE FLOWLINE.

SOLID 1/4" THICK STAINLESS

STEEL CHECKER-PLATE COVER.

SOLID 1/4" THICK STAINLESS

STEEL CHECKER-PLATE COVER.

CONCRETE MAINTENANCE PAD TO

MAINTAIN DRAINAGE FLOWLINE.

CONCRETE SIDEWALK

REFERENCE PLAN FOR

ELEVATIONS.

CONCRETE HEADER CURB ADJACENT TO LAWN

AREA. REFERENCE ARCHITECTURAL PLANS FOR

DETAILS AND NOTES.

LANDSCAPE SURFACE AT LAWN AREA TO BE INSTALLED 1" - 1

BELOW ADJACENT SIDEWALK / CONCRETE.

SHAPE AND GRADE FLOWLINE INTO

LANDSCAPE SURFACE. REFERENCE

GRADING PLAN FOR DRAINAGE DIRECTION.

CRUSHER FINES SURFACING THIS AREA.

REFERENCE ARCHITECTURAL PLANS FOR

INSTALLATION NOTES AND COLOR.

65'-0" s e c p r o j e c t s C

A D

D P

L A

N S

E T

I V

I L

E T

A I L S d n v e d

B y t o m m y r

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

CONCRETE CURB AND GUTTER

4" SIDEWALK AT CURB & GUTTER

STANDARD HMA PAVEMENT SECTION

CURB TRANSITION

C300

CIVIL DETAILS

IN-LINE ADA SIDEWALK RAMP

SIDEWALK TRENCH

GENERAL NOTES -

CURB & GUTTER AND SIDEWALK CONSTRUCTION

1. ALL CONCRETE TO BE AIR-ENTRAINED, 3,000 PSI MINIMUM.

2. END OF DAYS POUR, 30 MINUTE INTERRUPTIONS, COLD

JOINTS AND DROP INLETS SHALL DETERMINE THE LOCATION

OF A CONSTRUCTION JOINT AND A 3/4" BITUMINOUS JOINT.

3. PLACE TRANSVERSE WEAKENED PLANE JOINTS AT 15'

INTERVALS AND AT END OF RADIUS POINTS OF ISLAND NOSES.

4. MATERIAL ON WHICH SIDEWALK IS TO BE PLACED SHALL BE

COMPACTED TO 90% OF MAXIMUM DENSITY AS PER ASTM

D-1557.

5. EXCAVATION AND BITUMINOUS JOINT TO BE INCLUDED IN UNIT

BID PRICE FOR SIDEWALKS. SIDEWALK TO BE SCORED 1/2"

DEEP IN SQUARES NOT LESS THAN 4' IN LENGTH.

6. DUMMY JOINT MAY BE SUBSTITUTED FOR 3/4" TRANSVERSE

BITUMINOUS EXPANSION JOINTS ON SLIP-FORMED CURB AND

GUTTER.

7. ALL NEW PEDESTRIAN SIDEWALK TO HAVE NO MORE THAN 2%

CROSS SLOPE.

LANDSCAPE CROSS SECTION

AutoCAD SHX Text 15792

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1'-6"

A X

I N

C O

V E

COLLAR AND RIM FLUSH

WITH PAVEMENT COLLAR IS

NOT REQUIRED OUTSIDE OF

PAVED AREAS

WESTERN IRON WORKS

ITEM 562-A

6" CONCRETE COLLAR W/ #4

EACH WAY

SLIP TYPE - 7.75"

CENTER BOX AND ALIGN

VERT. OVER OPERATING NUT

LOCATOR WIRE (OUTSIDE OF VALVE BOX)

AWWA C509 MUELLER 2360-20

VALVE - MJ RESILIENT SEAT

PVC MAIN

JOINT

RESTRAINT

WRAP RESTRAINTS AND VALVE IN

PLASTIC IF FLOW FILLED

VALVE BOX SHALL BE

ONE CONTINUOUS PIECE

VALVE AND BOX DETAIL

WHENEVER POSSIBLE LOCATE VALVES ON

EXTENSION OF PROPERTY LINES.

PLAN

E X

I S

T I N

E W

I N

F L

O W

1/8" PER FT.

SECTION

TYPICAL 4" PVC SEWER SERVICE LATERAL

45° MAX

45° ELBOW

4" SCH 40 PVC

SERVICE LATERAL

8x8x4 PVC WYE

FINISHED GRADE

FLOW

WESTERN IRON WORKS

CASTING 351800 WITH LID

STAMPED "SEWER"

18"x 6" SQUARE

CONCRETE COLLAR

WITH (2) #4 EACH WAY

4" PVC

4" PVC LONG RADIUS

45° BEND

PVC COLLAR

AND CAP

REFERENCE PLAN FOR

SEWER LINE LINE

PVC WYE

EXISTING SURFACE

TYPE II BACKFILL

(SEE NOTES)

TRACER WIRE

(TYPICAL ALL

WATER LINES).

COMPACTED

TYPE I BACKFILL

TO 12" ABOVE

TOP OF

PIPE-HAND TAMP

MATERIAL TO

SPRINGLINE OF

PIPE (OR

FLOWFILL)

UTILITY LINE

NOTE:

NON PAVED ROADS AND ALLEYS

GENERAL UTILITY CONSTRUCTION NOTES

1. BELL HOLES AT JOINTS SHALL BE HAND EXCAVATED TO

PROVIDE AMPLE ROOM TO PROPERLY MAKE UP THE

JOINT, BUT IN NO CASE SHALL THERE BE MORE THAN 9"

OF UNSUPPORTED LENGTH AT EITHER END OF EACH

LENGTH OF PIPE.

2. BOTTOM OF TRENCH IS TO BE EXCAVATED TO A

SMOOTH, UNIFORM GRADE AND HAND LEVELLED, IF

NECESSARY, TO SECURE AN EVEN BEARING SURFACE

FOR THE PIPE.

3. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE

BEST STANDARD QUALITY AVAILABLE. PVC GRAVITY

SEWER PIPE SHALL BE SDR 35 TYPE I, GRADE I,

POLYVINYL CHLORIDE ASTM-D-1784 AND SHALL

CONFORM TO ASTM SPECIFICATION D-3034 OR EQUAL.

ALL SEWER SERVICE LINES SHALL BE SCH 40 PVC. PVC

WATER LINE SHALL BE CLASS 150, AWWA C900.

4. WHERE SANITARY SEWER MAIN CROSSES UNDER A

WATER LINE, THE SEWER LINE SHALL BE COVERED BY A

MINIMUM OF 6" OF REINFORCED CONCRETE FOR A 20'

DISTANCE. 10' EITHER SIDE OF THE CROSSING.

5. TYPE I BACKFILL SHALL BE IMPORTED MATERIAL OF

SOILS TAKEN FROM SPOIL BANK WHICH ARE FREE OF

RUBBLE AND ORGANIC MATERIAL AND WHERE NO

MATERIAL IS GREATER THAN ONE-QUARTER INCH IN

DIAMETER. TYPE I BACKFILL SHALL BE COMPACTED TO

95% MAXIMUM DENSITY PER AASHTO T-99.

6. TYPE II BACKFILL SHALL BE TAKEN FROM SPOIL BANK,

FREE OF RUBBLE AND ORGANIC MATERIAL, AND

COMPACTED TO 95% MAXIMUM DENSITY PER AASHTO

T-99.

12"

HMA TO MATCH EXISTING IN

TYPE AND THICKNESS OR

TYPICAL SECTION

12" BASE COURSE MIN.

ABOVE TRENCH

EXISTING BASE

EXISTING SURFACE

TYPE I BACKFILL

(100% COMPACTION)

FLOW FILL BACK

FILL 1/3 DEPTH (D)

GRAVEL OR OTHER

APPROVED MATERIAL TO

12" ABOVE TOP OF PIPE

UTILITY LINE

NOTE:

1. TYPE II BACKFILL SHALL BE TAKEN FROM SPOIL BANK IF FREE OF RUBBLE

OR ORGANIC MATERIAL, AND COMPACTED 100% MAXIMUM DENSITY PER

AASHTO T-99

2. CONTRACTOR HAS THE OPTION OF USING FLOW FILL COMPLETELY UP TO

THE BOTTOM OF THE SUBGRADE IN NEW CONSTRUCTION AND TO THE

BOTTOM OF THE EXISTING ASPHALT PAVEMENT IN EXISTING ROADS.

45°

I N

O V

E R

2'-0"

PROPERTY LINE

WATER METER TO BE

INSTALLED BY THE CITY

WATER METER TO BE SUPPLIED BY

THE CITY. CONTRACTOR SHALL

INSTALL AND SET TO GRADE.

FORD 3/4" B21-333, 1" B21-444 CURB

VALVE W/COPPER FLARE INLET

COUPLING MUELLER B25174 W/

H-15073 INSTA-TITE X FLARE

DRISCO IPS POLYETHYLENE

TUBING, PE 3408, SIDR 7COUPLING MUELLER B25174

W/H-15073 INSTA-TITE X FLARE

FORD CORPORATION STOP

ROMAC OR SMITH BLAIR SINGLE STRAP

3/4"-1" AWWA TAPER THREAD SERVICE

SADDLE. (DOUBLESTRAP 1 1/2"-2")

6" C-900 PVC WATER MAIN

LOCATION WIRE

SECURED TO

TOP OF LINE

(NOT WRAPPED AROUND LINE)

NOTES:

1. WATER SERVICE SHALL BE LOCATED ON

INTERIOR LOT LINES UNLESS OTHERWISE

SHOWN ON PLANS.

2. VERIFY WITH THE CITY WATER DEPARTMENT

THE TYPE AND MODEL NUMBER OF THE

SERVICE SADDLE, CORP STOPS AND CURB

STOPS. ANY CHANGES SHALL BE APPROVED

BY THE ENGINEER.

3. SERVICE LINES CROSSING THE STREET

SHALL BE A MINIMUM 1" SERVICE LINE

PLACED INSIDE A 4" SCH 40 CONDUIT.

CONTRACTOR RESPONSIBLE FOR WORKING

WITH CITY OF ROSWELL FOR CODE AND CITY

PERMITTING.

s e c p r o j e c t s C

A D

D P

L A

N S

E T

I V

I L

E T

A I L S d n v e d

B y t o m m y r

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

TYPICAL TRENCH IN PAVED AREAS

TYPICAL TRENCH IN UNPAVED AREAS

SEWER CLEAN-OUT

WATER VALVE AND VALVE BOX

TYPICAL SEWER LATERAL CONNECTION

TYPICAL WATER SERVICE LATERAL

C301

UTILITY DETAILS

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SEAL

O O

OOOOOO

O O

W V

S L

S D

T R

E E

T R

E E

25' ALLEY

B.N. & S.F. RAILROAD

10" CULVERT INV.

EL. = 3557.79

10" CULVERT INV.

EL. = 3558.19

10" CULVERT INV.

EL. = 3558.90

EXISTING BUILDING

F.F. = 3563±

EXISTING

SIDEWALK TRENCH

EXISTING

SIDEWALK TRENCH

I s e c p r o j e c t s E

N G

I N

E E

R I N

G R e p o r t s D

R A

I N

A G

A P d n v e d

B y t o m m y r

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

TMR SEH

TMR

324603

C400

DRAINAGE MAP

00 20' 40'

LEGEND:

NEW CONCRETE SIDEWALK

NEW LAWN AREA

NEW LANDSCAPE AREAS

DRAINAGE BASIN

FLOW ARROWS

Developed Runoff Calculations

Cultural Plaza

Basin

10 year storm

Outflow (undeveloped) 10 year 10 year 10 year 10 year

Routing Length (ft)

312 312 312 312

Longest length that water will travel on undeveloped land

High Elevation (ft)

3561.6 3561.6 3561.6 3561.6

Highest elevation on undeveloped land

Low Elevation (ft)

3559.6 3559.6 3559.6 3559.6

Lowest elevation on undeveloped land

Slope (ft/ft)

0.0063 0.0063 0.0063 0.0063

Slope, Calculated

V (ft/sec)

0.75 0.75 0.75 0.75

Velocity, Calculated

Tc (min)

7 7 7 7

Time of concentration, Calculated

I10 4.92 4.92 4.92 4.92

Intensity, 10 year storm using Tc, see Article XVII P. 5, Figure 1, Roswell public works.

C 0.60 0.60 0.60 0.60

Runoff coefficient, see Article XVII P. 2,3, Figure 1, Roswell public works specs.

A (ac)

1.2000 1.2000 1.2000 1.2000 number of acres for undeveloped area

QO (cfs)

3.54 3.54 3.54 3.54 Calculated

Inflow (developed) 10 year 25 year 50 year 100 year

Routing Length (ft)

455 455 455 455

Longest length that water will travel on developed land

High Elevation (ft)

3463.0 3463.0 3463.0 3463.0

Highest elevation on developed land

Low Elevation (ft)

3461.7 3461.7 3461.7 3461.7

Lowest elevation on developed land

Slope (ft/ft)

0.0029 0.0029 0.0029 0.0029

Slope, Calculated

V (ft/sec)

1.50 1.50 1.50 1.50

Velocity, Calculated

Tc (min)

5 5 5 5

Time of concentration, Calculated

I10 4.92 6.01 6.88 7.76

Intensity, 25 year storm using Tc, see Article XVII P. 5, Figure 1, Roswell public works.

C1 - asphalt, shingle roof

0.95 0.95 0.95 0.95

Runoff coefficient, see Article XVII P. 2,3, Figure 1, Roswell public works specs.

C2 - developed, landscape

0.18 0.18 0.18 0.18

Runoff coefficient, see Article XVII P. 2,3, Figure 1, Roswell public works specs.

A1 (ac) - asphalt, shingle roof

1.0000 1.0000 1.0000 1.0000

Area of asphalt on developed land in acres

A2 (ac) - developed, landscape

0.2000 0.2000 0.2000 0.2000

Area of landscape on developed land in acres

QI (cfs)

4.85 5.93 6.78 7.65 calculated

V (cf) - required storage volume

544 992 1348 1709

Volume of required storage in cubic feet

V (cf) - available storage volume

Volume of available storage in cubic feet

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SEAL

E. 4TH STREET

60' R-O-W

25' ALLEY

B.N .& S.F. R

AILR

EXISTIN

ILD

F.F. = 3563±

CHAVES CO

UNTY CO

URT

USE PARKING

E. 4TH STREET

60' R-O-W

25' ALLEY

B.N .& S.F. R

AILR

EXISTIN

ILD

F.F. = 3563±

CHAVES CO

UNTY CO

URT

USE PARKING

JS JS

LD101

DEMOLITION

PLAN

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

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AutoCAD SHX Text DEMOLITION KEYED NOTES CODE DESCRIPTION DETAIL DESCRIPTION DETAIL DETAIL D-101 REMOVE EXISTING LIGHT POLE AND/OR OVERHEAD REMOVE EXISTING LIGHT POLE AND/OR OVERHEAD WIRE. REFRENCE ELECTRICAL PLAN. CONTRACTOR SHALL COORDINATE REMOVALS WITH XCEL, 575-625-5914. DEMOLITION KEYED NOTES CODE DESCRIPTION DETAIL DESCRIPTION DETAIL DETAIL D-102 PREPARE SITE FOR EARTHWORK BY CLEARING AND PREPARE SITE FOR EARTHWORK BY CLEARING AND GRUBBING AREAS OF EXISTING VEGETATION AND SCARIFYING PROJECT AREA TO A DEPTH OF 6" D-103 REMOVE EXISTING TREE AND GRIND STUMP TO A REMOVE EXISTING TREE AND GRIND STUMP TO A DEPTH OF 18". D-104 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REMOVE AND DISPOSE OF EXISTING SIDEWALK. D-105 REMOVE AND DISPOSE OF EXISTING CURB AND REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. D-106 EXISTING POWER POLE TO REMAIN. EXISTING POWER POLE TO REMAIN. D-107 EXISTING OVERHEAD WIRE TO REMAIN. EXISTING OVERHEAD WIRE TO REMAIN. GENERAL DEMOLITION NOTES CODE DESCRIPTION DETAIL DESCRIPTION DETAIL DETAIL GD-01 CONTRACTOR SHALL PROTECT EXISITNG UTILITIES FROM CONTRACTOR SHALL PROTECT EXISITNG UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. GD-02 TWO WORKING DAYS PRIOR TO ANY EXCAVATION, THE TWO WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL CONTACT NEW MEXICO ONE CALL SYSTEM (1-800-321-2537) FOR LOCATION OF EXISTING UTILITIES. GD-03 CONTRACTOR SHALL TAKE ALL NECESSARY CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES, PAVEMENT TO REMAIN, OR ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE SALVAGED RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. GD-04 CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO THE BID AND NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. NO ADJUSTMENTS TO THE CONTRACT SUM OR TIME SHALL BE MADE FOR CONDITIONS THAT ARE CLEARLY VISIBLE, YET NOT VERIFIED. FAILURE TO COMPLETE ADEQUATE FIELD VERIFICATION PRIOR TO BID IS DONE SO AT THE CONTRACTOR'S OWN RISK. GD-05 PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR IS REQUIRED TO DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO THE PROJECT AREA AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE OWNER BEFORE PROCEEDING WITH ANY WORK. GD-06 ALL AREAS ADJACENT TO THE SITE SHALL BE ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES.

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REFERENCE NOTES SCHEDULE

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DEMOLITION GENERAL NOTES

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File details come from the government source that posted it. Updated Apr 12, 2025.