_White_Buffalo_Clinic_95__02-18-19.pdf

PDF 43 MB Posted Feb 25, 2019

Attached to: Poplar Ancillary Healthcare Facility & Vern E Gibbs Health Center Construction Renovation
Solicitation number: 19-102-SOL-00026
Issued by: Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI · Dec 28, 2023

This sources sought notice is for the construction of the Poplar Ancillary Healthcare Facility and renovation of the Vern E Gibbs Health Center located on the Fort Peck Reservation in Poplar, Montana. The estimated value of construction is over $10 million. Interested contractors are requested to submit capability statements by March 12, 2019 to help determine the acquisition strategy. The resulting contract is expected to be awarded on or about May 24, 2019 as a fixed-price contract for a period of performance from May 31, 2019 through 36 months after notice to proceed. Attachments include preliminary drawings, specifications, wage determinations, and environmental reports. The North American Industry Classification System code is 236220 and the size standard is $36.5 million. Responses to this notice are not offers and cannot form a binding contract. The eventual solicitation is expected to be available for download on or about April 18, 2019 at FedBizOpps.

From the source

Draft 95% CDs Submittal Preliminary Drawings White Buffalo Clinic GA1.0 (75 pages)

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Brandon Rectangle

SITE DEMOLITION PLAN1 SCALE: 1" = 20'-0"

A S

S I N

I B

O I N

V E

N U

E R

E D

BASED ON TOPOGRAPHIC SURVEY DATED JAN. 2018

H STREET WEST

Preliminary Drawings -- Not For Construction

DEMO EX. BUILDING,

SLAB AND FOUNDATION

LEGEND

REMOVE & LEGALLY DISPOSE OF EXISTING ASPHALT PAVEMENT

REMOVE & LEGALLY DISPOSE OF EXISTING CONCRETE

REMOVE & LEGALLY DISPOSE OF EXISTING CURB & GUTTER

DEMOLISH & LEGALLY DISPOSE OF EXISTING STRUCTURES

EX. FENCE TO BE REMOVED

EX. VEGETATION TO BE REMOVED & LEGALLY DISPOSED

EX. SIGN TO BE REMOVED

EX. OUTDOOR POWER RECEPTACLES TO BE REMOVED

EX. STORM SEWER

EX. SANITARY SEWER

EX. WATER MAIN

EX. NATURAL GAS MAIN

EX. OVERHEAD ELECTRICAL

EX. UNDERGROUND ELECTRICAL

EX. TELECOMMUNICATIONS

EX. CONTOUR1999

PROTECT EXISTING

CONCRETE PAD

REMOVE EX.

VEGETATION, TYP.

DEMOLITION NOTES

1. SEE UTILITY PLAN, SHEET C2.3, FOR UTILITY DEMOLITION AND RELOCATION.

2. EXISTING SITE FEATURES BASED ON TOPOGRAPHIC SURVEY COMPLETED BY

ESSEX SURVEYING DATED JANUARY 2018.

3. CONDUCT ALL WORK IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS

STANDARD SPECIFICATIONS (MPWSS), CURRENT EDITION, AND WRITTEN

SPECIFICATIONS.

4. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED.

PROVIDE THE PLAN TO THE OWNERS REPRESENTATIVE AND AUTHORITIES

HAVING JURISDICTION FOR APPROVAL.

5. PROTECT EXISTING VEGETATION, EQUIPMENT, STRUCTURES, UTILITIES AND

OTHER IMPROVEMENTS AT THE PROJECT SITE AND ON ADJACENT

PROPERTIES, EXCEPT THOSE INDICATED TO BE REMOVED OR ALTERED.

REPAIR DAMAGE TO EXISTING FACILITIES CAUSED BY CONTRACTOR'S

ACTIVITIES AT NO ADDITIONAL EXPENSE TO THE SATISFACTION OF OWNER.

6. PRIOR TO COMMENCEMENT OF CONSTRUCTION, FURNISH AND INSTALL A

SITE ENCLOSURE FENCE IN A MANNER THAT WILL PREVENT UNAUTHORIZED

ACCESS TO THE CONSTRUCTION AREA.

7. PROVIDE A CONSTRUCTION TRAFFIC CONTROL PLAN TO THE ENGINEER &

JURISDICTIONAL AUTHORITY, AS PER SECTION 01570 OF THE MPWSS,

CURRENT EDITION.

8. IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES FOUND ON THE

PROJECT SITE IN CONTRAST TO THE PLANS OR DIFFERING SITE CONDITIONS

TO THE OWNER'S REPRESENTATIVE.

9. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR

SHALL FIELD VERIFY EXACT LOCATION AND DEPTH OF ALL UTILITIES PRIOR

TO DEMOLITION OR CONSTRUCTION ACTIVITIES.

10. LEGALLY REMOVE AND DISPOSE OF ALL SURPLUS MATERIAL FROM PROJECT

AREA TO OBTAIN LINE AND GRADE.

11. PROVIDE ABATEMENT IN ACCORDANCE WITH HASZRDOUS MATERIALS

ASSESSMENT.

12. SALVAGE ALL SIGNAGE REMOVED FROM THE PROJECT AND PROVIDE TO THE

OWNER.

PROPERTY

BOUNDARY

SAWCUT AND

REMOVE CONCRETE

CURB AND GUTTER

EX. CONCRETE

SIDEWALK TO

REMAIN REMOVE FENCE

REMOVE

CONCRETE

DRIVEWAY

SAWCUT & REMOVE

ASPHALT PAVEMENT,

APPX. SAWCUT LIMIT

REMOVE CONCRETE PAD

REMOVE EX. TREES

SAWCUT & REMOVE ASPHALT

PAVEMENT, APPX. SAWCUT LIMIT

SAWCUT & REMOVE CONCRETE

CURB AND GUTTER

REMOVE EX. CONCRETE SIDEWALK

REMOVE EX. TREES, TYP.

REMOVE EX. SIGN

SAWCUT & REMOVE

ASPHALT, APPX.

SAWCUT LINE

REMOVE EX.

CONCRETE CURB

AND GUTTER

REMOVE EX.

CONCRETE

SIDEWALK & DRIVE

REMOVE EX. SIGN

EX. CONCRETE

SIDEWALK TO

REMAIN

EX. CONCRETE

CURB TO

REMAIN

PROTECT EX.

TRANSFORMER

IN PLACE

C1.1

DEMOLITION

PLAN

REMOVE EX. TREE

DEMO EX. CONCRETE

STAIRS AND HANDRAILS

DEMO EX. FENCE

DEMO EX. SLAB AND

FOUNDATION

DEMO EX.

CLOTHES LINE

DEMO EX. FENCE

POSTS, TYP.

DEMO EX. FENCE

POSTS, TYP.

DEMO EX.

WOOD DECK

DEMO EX.

FENCE

DEMO EX. CONCRETE

STAIRS AND HANDRAILS

DEMO EX. BUILDINGS,

SLAB AND FOUNDATION

REMOVE AND SALVAGE

EX. TABLE AND SEATS

DEMO EX. SLAB ON

GRADE

DEMO EX.

SIGNS

DEMO EX. OUTDOOR

POWER RECEPTACLS

AND POSTS, TYP.

REMOVE EX. SIGN

REMOVE EX.

CONCRETE

SIDEWALK

REMOVE EX. TREES, TYP.

REMOVE EX.

FENCE

POSTS, TYP.

G /C

E N

N G

N O

T, S

G S, M O

N A

) 2

-9

W W

W .P

O M

P E

A K

L A

I N

E S

I G

P C

P o p l a r

I H

I F

P C

C o n t r a c t

I C

D s

BY BRANDON JANSHEN

DATE

JOB #

DRAWN

CHECK

Revisions

F P

S U

W h i t e

B u f f a l o i n i c

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

GROUND FACILITIES.

AutoCAD SHX Text

BEFORE YOU DIG

AutoCAD SHX Text

3 WORKING DAYS

AutoCAD SHX Text 1-800-551-8344

AutoCAD SHX Text

CALL MISS DIG

AutoCAD SHX Text

(TOLL FREE) FOR THE

AutoCAD SHX Text

LOCATION OF UNDER

AutoCAD SHX Text

72 HOURS

AutoCAD SHX Text

KNOW WHAT'S BELOW

AutoCAD SHX Text

CALL BEFORE YOU DIG.

AutoCAD SHX Text UTILITY INFORMATION, AS SHOWN, INDICATES APPROXIMATE LOCATIONS AND THE TYPES OF FACILITIES ONLY, AS DISCLOSED TO THIS FIRM BY THE VARIOUS UTILITY COMPANY'S RECORDS. NO GUARANTEE IS GIVEN OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. PRIOR TO CONSTRUCTION, VERIFY IN THE FIELD, ALL LOCATIONS AND DEPTHS OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES (IN CONFLICT WITH THE CONSTRUCTION OF THE PROPOSED IMPROVEMENT). DURING CONSTRUCTION, USE EXTREME CAUTION WHEN OPERATING NEAR OVERHEAD AND/OR BURIED UTILITIES.

AutoCAD SHX Text 2/5/2019

AutoCAD SHX Text Z:\Ft Peck IHS Healthcare Ctr\CAD\17016_C1.dwg

AutoCAD SHX Text

AutoCAD SHX Text 17016

AutoCAD SHX Text

GNL

AutoCAD SHX Text

JWP

AutoCAD SHX Text 02/15/19

LAYOUT PLAN1 SCALE: 1" = 20'-0"

10 PARKING

SPACES

BUILDING

E X

I S

T I N

U I L D

I N

EX. SIDEWALK

10.00, TYP.

28±

EX. SIGN

LEGEND

SIDEWALK

PARKING SPACES

10.00

TYP.

11X17' GENERATOR PAD

(VERIFY SIZE PRIOR TO

INSTALLATION)

S I D

E W

A L K

E W

(T O

C U

R B

6.50

E X

I D

E W

A L K

E X

I D

E W

A L K

EX. GENERATOR &

TRANSFORMER

PROPERTY LINE

EXISTING PROPOSED

TOTAL

SPACES

33 48

ACCESSIBLE

SPACES

1 2

ASPHALT PAVEMENT

EX. TRANSFORMER &

TELECOMMUNICATION

PEDESTAL

3-PHASE PRIMARY

PEDESTAL, REFER TO

PLAN C2.3

A S

S I N

I B

O I N

V E

N U

E R

E D

C2.1

LAYOUT

PLAN

BASED ON TOPOGRAPHIC SURVEY DATED JAN. 2018

H STREET WEST

EXISTING ASPHALT

PARKING LOT

EXISTING

CONCRETE

20.00

PAVEMENT MARKINGS, TYP.

LANDSCAPE AREA

10.00, TYP.

6.50 TO

CURB FACE

MATCH EX. SIDEWALK

6.00

"EMPLOYEES ONLY" SIGNS

Preliminary Drawings -- Not For Construction

PROPOSED PARKING

LOT LIGHTING, SEE

MEP PLANS

8.00

LAYOUT NOTES

1. EXISTING SITE FEATURES BASED ON TOPOGRAPHIC SURVEY

COMPLETED BY ESSEX SURVEYING, DATED JANUARY 2018.

2. CONDUCT ALL WORK IN ACCORDANCE WITH THE MONTANA PUBLIC

WORKS STANDARD SPECIFICATIONS, CURRENT EDITION, AND

WRITTEN SPECIFICATIONS.

3. IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES FOUND ON THE

PROJECT IN CONTRAST TO THE PLANS OR DIFFERING SITE

CONDITIONS TO THE OWNERS REPRESENTATIVE.

4. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATION.

CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND DEPTH OF

ALL UTILITIES PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES.

5. LEGALLY REMOVE AND DISPOSE ALL SURPLUS MATERIAL FROM

PROJECT AREA TO OBTAIN LINE AND GRADE.

6. PROVIDE TRAFFIC CONTROL PLAN PER MPWSS AND CITY OF POPLAR

REQUIREMENTS TO ENGINEER, COUNTY AND CITY FOR APPROVAL

PRIOR TO CONSTRUCTION.

7. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB OR BUILDING LINE,

UNLESS OTHERWISE NOTED.

8. DETECTABLE WARNING DEVICES ARE NOT REQUIRED FOR THE

ASSESSABLE RAMPS CONSTRUCTED AS PART OF THIS PROJECT.

9. AN BID ALTERNATIVE CONCRETE PAVEMENT SECTION IS PROVIDED ON

DETAIL SHEET C3.1 IN LIEU OF THE PROPOSED ASPHALT PAVEMENT

SECTION.

10. PROVIDE TRANSFORMER AND GENERATOR PAD SIZE, THICKNESS AND

REINFORCEMENT IN CONFORMANCE WITH MANUFACTURERS

RECOMMENDATIONS.

8X6' TRANSFORMER PAD

(VERIFY SIZE PRIOR TO

INSTALLATION)

1.50

6.50 TO

CURB FACE

BOULDER WALL,

SEE LANDSCAPE

PLAN 7 / L1.2

C3.1

C3.2

C3.1

C3.1 1-S

C3.1 1-C

C3.1 1-C C3.1

C3.1

C3.1 1-S

C3.3

C3.2

C3.1 1-S

C3.1 1-C

"EMPLOYEES ONLY" SIGN

BOULDER WALL, SEE

LANDSCAPE PLAN 8/L1.2

C3.1

C3.2

C3.1

5.00

C3.1 1-S

C3.1

LANDSCAPE BED,

SEE DETAIL 9, L1.2

PROPERTY

LINE, TYP.

PROPOSED PARKING LOT LIGHT, SEE MEP SHEETS

R10.50

R3.00

R5.50

R20.00

R3.50, TYP.

R10.00

MATCH EX. CG

G /C

E N

N G

N O

T, S

G S, M O

N A

) 2

-9

W W

W .P

O M

P E

A K

L A

I N

E S

I G

P C

P o p l a r

I H

I F

P C

C o n t r a c t

I s

BY BRANDON JANSHEN

DATE

JOB #

DRAWN

CHECK

Revisions

F P h i f f a i n i c

C3.2

FLAG NOTES

1. TRANSITION FROM "CATCH" TO "SPILL" CURB.

1 1

C3.1

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 2/11/2019

AutoCAD SHX Text Z:\Ft Peck IHS Healthcare Ctr\CAD\17016_C2.dwg

AutoCAD SHX Text

AutoCAD SHX Text 17016

AutoCAD SHX Text

GNL

AutoCAD SHX Text

JWP

Point #

Elevation

96.00

96.60

96.69

96.89

97.50

97.29

97.09

96.89

97.03

97.05

96.55

97.13

97.39

97.19

97.15

97.79

97.19

96.79

97.61

96.00

95.92

95.63

95.59

96.01

96.07

96.91

96.83

97.66

97.61

97.19

97.43

97.50

95.58

95.85

96.00

96.62

96.79

97.15

97.51

97.54

97.81

97.59

97.50

97.70

97.77

98.10

97.58

97.46

97.21

95.58

95.92

96.00

96.49

97.01

97.30

96.83

97.28

97.06

98.06

Northing

1437882.97

1437883.07

1437880.67

1437863.96

1437873.27

1437880.73

1437897.44

1437892.82

1437901.33

1437900.94

1437893.42

1437931.90

1437945.60

1437928.89

1437926.49

1437938.14

1437928.83

1437912.13

1437908.63

1437907.55

1437906.64

1437882.05

1437881.11

1437905.72

1437871.37

1437915.64

1437927.44

1437926.51

1437948.05

1437949.15

1437949.63

1437952.56

1437960.23

1437958.95

1437960.06

1437970.09

1437970.98

1437971.91

1437972.01

1437969.61

1437952.51

1437965.74

1437967.03

1437972.87

1437990.69

1438006.12

1438020.53

1438022.45

1438026.74

1438183.31

1438181.30

1438200.29

1437994.63

1437995.55

1437994.37

1438012.36

1438016.95

1438062.83

1438066.51

1438157.27

1438195.32

1438184.09

Easting

3019279.42

3019282.64

3019286.14

3019289.27

3019338.91

3019378.72

3019375.58

3019391.81

3019380.05

3019377.98

3019335.13

3019386.80

3019366.55

3019369.69

3019373.19

3019326.75

3019277.11

3019280.24

3019277.85

3019274.81

3019269.89

3019274.50

3019269.50

3019264.98

3019271.80

3019263.66

3019269.66

3019264.75

3019347.04

3019352.94

3019384.08

3019403.66

3019402.23

3019344.99

3019350.89

3019253.11

3019257.83

3019262.74

3019265.96

3019269.47

3019272.67

3019343.21

3019350.09

3019381.28

3019377.94

3019381.61

3019392.62

3019395.92

3019427.79

3019406.73

3019390.84

3019388.31

3019248.32

3019253.22

3019258.53

3019354.29

3019357.17

3019392.21

3019395.65

3019383.48

3019378.38

3019357.69

Description

TBC

FL/HP

TBC

TBC/TC

TC/ME

TBC

TA/ME

TBC

FL/HP

TBC

Point #

Elevation

98.12

97.65

97.71

98.21

97.50

97.75

97.48

97.07

97.43

96.93

96.87

97.34

96.70

96.96

97.00

97.43

97.55

98.13

96.00

96.89

96.82

97.71

97.66

97.61

97.55

97.84

98.19

98.25

98.16

98.13

96.59

96.70

96.83

98.16

96.91

98.16

96.91

97.14

97.81

96.89

98.25

95.75

96.03

0.00

Northing

1438173.66

1438167.78

1438161.82

1438155.81

1438066.82

1438064.66

1438033.86

1438017.10

1438032.85

1438031.25

1438029.78

1438029.17

1438001.02

1438036.17

1438037.64

1438046.00

1438047.47

1438055.33

1438053.86

1438043.25

1438051.11

1437996.48

1438015.93

1438014.82

1438056.21

1438048.81

1438039.48

1438035.72

1438160.96

1438159.85

1438151.90

1438150.78

1438144.31

1438150.20

1438156.68

1438157.79

1438181.53

1438164.56

1438159.71

1438166.47

1438152.56

1438155.35

1438158.22

1438161.00

1437928.59

1438166.91

1438191.53

1438130.83

1438124.94

1438047.82

1437960.34

1438138.90

1438159.53

1438094.66

1438092.45

1438059.04

1438049.64

1438041.78

1438034.96

1438042.82

1438040.61

Easting

3019359.09

3019360.38

3019361.18

3019361.48

3019389.89

3019373.71

3019349.75

3019260.31

3019344.35

3019338.54

3019330.68

3019324.69

3019263.33

3019329.48

3019337.35

3019327.64

3019335.50

3019334.03

3019326.17

3019312.98

3019311.51

3019258.14

3019254.09

3019248.19

3019374.84

3019372.88

3019365.74

3019359.64

3019354.74

3019348.84

3019306.40

3019300.45

3019265.91

3019264.80

3019299.35

3019305.25

3019321.18

3019253.80

3019267.58

3019303.62

3019271.97

3019271.45

3019302.11

3019301.59

3019384.38

3019353.94

3019358.71

3019352.53

3019353.64

3019238.82

3019255.49

3019237.06

3019347.14

3019359.28

3019347.51

3019353.77

3019303.65

3019305.12

3019268.75

3019267.28

3019255.48

Description

TBC

TA/ME

TC/TA

TBC

TA/ME

TBC

TBC/ME

BLDG

GRADING PLAN1 SCALE: 1" = 20'-0"

A S

S I N

I B

O I N

V E

N U

RIVERSIDE DRIVE

C2.2

GRADING

PLAN

BASED ON TOPOGRAPHIC SURVEY DATED JAN. 2018

H STREET WEST

Preliminary Drawings -- Not For Construction

FINISH FLOOR

ELEVATION:

1998.27

ARCH = 100'-0"

1:6

MAX

0.97% 0.50%

M A

±3.6%

1:6

MAX

1. COMPLETE ALL SITEWORK IN ACCORDANCE WITH THE RECOMMENDATIONS

OF THE PROJECT GEOTECHNICAL REPORT COMPLETED BY TERRACON

CONSULTANTS, INC., DATED JUNE 29, 2017 AND SUPPLAMENTAL

GEOTECHNICAL REPORT COMPLETED BY MATERIAL TESTING SERVICES, LLC

DATED JULY 18, 2018.

2. FINISH FLOOR ON ARCHITECTURAL PLANS IS REFERENCED AS 100.00.

3. LONGITUDINAL AND CROSS SLOPE WITHIN ACCESSIBLE PARKING STALLS

AND UNLOADING ZONES SHALL NOT EXCEED 1.5% IN ANY DIRECTION.

4. ALL GRADES SHOWN ARE BASED ON A FINISH FLOOR ELEVATION OF 1998.27.

5. ADD 1900 TO ALL POINT ELEVATIONS SHOWN TO MATCH SURVEY DATUM.

6. POINTS SHOWN WITH 0.00 ELEVATIONS ARE FOR LAYOUT PURPOSES ONLY.

GRADING NOTES

EARTHWORK QUANTITY ESTIMATES

THE EARTHWORK FILL QUANTITIES LISTED BELOW ARE AN ESTIMATED QUANTITY BASED ON THE BEST

AVAILABLE INFORMATION PROVIDED IN THE GEOTECHNICAL INVESTIGATION REPORT, AND QUANTITY

TAKE-OFFS GENERATED THROUGH AUTOCAD CIVIL 3D. THE VOLUMES LISTED ARE IN PLACE VALUES AND

DO NOT TAKE INTO CONSIDERATION SHRINKAGE AND SWELL. QUANTITIES PROVIDED ARE FOR

REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR COMPUTING THEIR OWN EARTHWORK

QUANTITIES PRIOR TO CONSTRUCTION.

ESTIMATED FILL (IMPORT) = 1778 C.Y.

ESTIMATE CUT (EXPORT) = 4,708 C.Y.

NET CUT (EXPORT) = 2,930 C.Y.

GRADING LEGEND

EX. CONTOUR

PROPOSED CONTOUR

GRADE BREAK LINE

TBC TOP BACK OF CURB

TVG TOP OF VALLEY GUTTER

TC TOP OF CONCRETE

TA TOP OF ASPHALT

FL FLOW LINE

HP HIGH POINT

GB GRADE BREAK

PC POINT-OF-CURVATURE

ME MATCH EXISTING

TS TOP OF STAIR

BS BOTTOM OF STAIR

CONTROL POINTS

CONTROL POINT NORTHING EASTING ELEVATION TYPE

CP1

1438205.10 3019225.53 1996.53

120D SPIKE

CP2

1438206.47 3019217.35 1996.05

YPC

CP3

1437830.79 3019261.74 1996.23

MAG NAIL

CP4

1437806.69 3019298.69 1996.14

MAG NAIL

CP5

1437885.67 3019453.61 1997.11

MAG NAIL

EXISTING

BUILDING

1.5%

0.50%

1.50%

CP3

CP5

CP4

CP1

CP2

4.15%

1:12

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UTILITY DEMO PLAN1 SCALE: 1" = 20'-0"

EX. BUILDING

E X

I S

T I N

U I L D

I N

EX. TRANSFORMER &

TELECOMMUNICATION

PEDESTAL. PROTECT

A S

S I N

I B

O I N

V E

N U

RIVERSIDE DRIVE

C2.3

UTILITY

PLAN

H STREET WEST

EX. FIRE

HYDRANT

EX. LIGHT

POLE

EX. FIRE

HYDRANT

REMOVE 90± LF EX.

GAS SERVICE

RELOCATE EX.

TELEPHONE

SERVICE BY

NEMONT

EX. 6" PVC

SEWER MAIN

LEGEND

EX. STORM SEWER

EX. SANITARY SEWER

EX. UNDERGROUND TELEPHONE

EX. UNDERGROUND ELECTRIC

EX. OVERHEAD ELECTRIC

EX.WATER MAIN

EX. NATURAL GAS MAIN

EX. FIRE HYDRANT

EX. GATE VALVE

EX. SANITARY SEWER MANHOLE

UTILITY POLE WITH STREET LIGHT

EX. TRANSFORMER

EX. TELEPHONE PEDESTAL

EX. CATCH BASIN

RIM OF STRUCTURERIM

INVERTINV

BOTTOM OF STRUCTUREBTM

PROP. WATER SERVICE

PROP. NATURAL GAS SERVICE

PROP. SANITARY SEWER SERVICE

PROP. GATE VALVE

REMOVE EX.

LIGHTPOLE

REMOVE 170± LF

EX. OVERHEAD

ELECTRICAL

SERVICE

EX. LIGHT POLE

PROTECT IN PLACE

REMOVE EX.

LIGHT POLE

CAP AND ABANDON

EX. SANITARY

SEWER SERVICE

1. SEE MEP PLANS FOR SITE ELECTRICAL IMPROVEMENTS AND UTILITY

SERVICE CONNECTIONS.

2. COORDINATE UTILITY RELOCATIONS WITH RESPECTIVE UTILITY OWNERS.

ELECTRIC & GAS: MONTANA DAKOTA UTILITIES (MDU),

P: (406) 653-1551

DATA/TELEPHONE/CABLE: NEMONT TELEPHONE COOPERATIVE (NEMONT),

P: (406) 768-9905

3. PROVIDE FLOWABLE FILL TRENCH PLUGS FOR ALL UTILITY PENETRATIONS

BENEATH THE BUILDING EXTENDING AT LEAST 5 FEET OUT FROM THE FACE

OF THE BUILDING EXTERIOR.

RELOCATE

EX. LIGHT

POLE

REMOVE EX.

TELEPHONE

PEDESTAL

CAP AND ABANDON

EX. WATER SERVICE

PROP. UNDERGROUND TELEPHONE

UTILITY NOTES

EX. 6" PVC

WATER MAIN

PROP. STORM SEWER

BASED ON TOPOGRAPHIC SURVEY DATED JAN. 2018

Preliminary Drawings -- Not For Construction

RELOCATE 120± LF

UNDERGROUND

ELECTRICAL SERVICE,

COORDINATE WITH MDU

RELOCATE EX.

JUNCTION BOX BY

MDU

REMOVE 135± LF EX.

2" GAS MAIN BY MDU

UTILITY PLAN2 SCALE: 1" = 20'-0"

PROPOSED

BUILDING

E X

I S

T I N

U I L D

I N

GENERATOR PAD,

SEE MEP

A S

S I N

I B

O I N

V E

N U

RIVERSIDE DRIVE

H STREET WEST

CONNECT TO

EX. GAS MAIN

BY MDU

GAS METER,

SEE MEP

PLANS

CONNECT TO

EX. GAS

SERVICE BY

MDU

CONNECT TO EX. SANITARY SEWER MANHOLE

RIM = 1995.53

EX. 6" INV. E. = 1989.07

EX. 6" INV. S. = 1989.04

4" INV. E. = 1989.14

4" PVC SEWER

SERVICE POC

INV. E = 1990.15,

SEE MEP PLANS

RELOCATE 200 PAIR

TELEPHONE LINE BY

NEMONT

2" DOMESTIC SERVICE

AND 1.5" METER,

INV. = 1992.15,

SEE MEP PLANS

4" FIRE SERVICE,

INV. = 1992.15,

SEE MEP PLANS

TELECOMMUNICATION

SERVICE, PROVIDE (2)

3-INCH CONDUITS

CONNECT TO EX. CATCH BASIN

RIM = 1995.20

EX. BASIN BOTTOM = 1991.67

EX. 8" INV. W = 1992.07

8" INV. E = 1992.67

CONNECT TO INTERNAL STORM

DRAIN,

INV. = 1993.50,

SEE MEP PLANS

LIGHTPOLE,

REFER TO

ELECTRICAL

SHEETS

LIGHTPOLE,

REFER TO

ELECTRICAL

SHEETS

2" GAS SERVICE BY

MDU, COORDINATE

FINAL LOCATION

CONNECT TO

EX. ELEC.

SERVICE BY

MDU

TRANSFORMER PAD,

SEE MEP

CAP AND ABANDON

EX. WATER SERVICE

EX. BUILDING

REMOVE 83± LF

EX. GAS SERVICE BY

MDU

REMOVE 190± LF

EX. UNDERGROUND

ELECTRICAL SERVICE

CAP AND ABANDON

EX. WATER SERVICE

EX. GENERATOR &

TRANSFORMER,

PROTECT IN PLACE

RELOCATED

UNDERGROUND ELEC.

SERVICE BY MDU,

COORDINATE FINAL

LOCATION

RELOCATED

UNDERGOUND ELEC.

SERVICE COORDINATE

WITH MDU

RELOCATED

JUNCTION BOX BY

MDU, COORDINATE

FINAL LOCATION

CONNECT 4" FIRE

SERVICE TO EX.

WATER MAIN

C3.2

CONNECT 2"

WATER SERVICE

TO EX. WATER

MAIN

REMOVE 32± LF 6"

SANITARY SEWER

ELECTRICAL SERVICE

POC, SEE MEP PLANS

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F P h i f f a i n i c

RELOCATED

LIGHT POLE

PROVIDE (4) 3-INCH

CONDUITS FOR

TELECOMMUNITATIONS

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EROSION CONTROL PLAN1 SCALE: 1" = 20'-0"

C2.4

CONTROL

PLAN

BASED ON TOPOGRAPHIC SURVEY DATED JAN. 2018

Preliminary Drawings -- Not For Construction

PROPOSED

BUILDING

E X

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F P h i f f a i n i c

EROSION

SITE LEGEND

STABILIZED CONSTRUCTION ENTRANCE

NOTES

LIMITS OF DISTURBANCE

CONCRETE

WASHOUT AREA

EX. CONTOUR

PROPOSED CONTOUR

1. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED. PREPARE AND PROVIDE THE PLAN TO THE OWNERS

REPRESENTATIVE AND AUTHORITIES HAVING JURISDICTION FOR APPROVAL.

2. THE EROSION CONTROL CONTROL PLAN AS PREPARED IS TO BE UTILIZED FOR REFERENCE ONLY. CONTRACTOR IS REPSONSIBLE FOR

PREPARATION OF THEIR OWN EROSION CONTROL PLAN PREPARED IN CONJUNCTION WITH THE STORM WATER POLLUTION PREVENTION

CONTROL PLAN.

3. EXISTING FEATURES BASED ON TOPOGRAPHIC SURVEY COMPLETED BY ESSEX SURVEYING, DATED JANUARY 2018.

4. PROVIDE BMP'S IN CONFORMANCE WITH MDEQ STORM WATER MANAGEMENT DURING CONSTRUCTION FIELD GUIDE FOR BEST

MANAGEMENT PRACTICES UNLESS OTHERWISE INSTRUCTED.

5. PROTECT EXISTING VEGETATION, EQUIPMENT, STRUCTURES, UTILITIES AND OTHER IMPROVEMENTS AT THE PROJECT SITE AND ON

ADJACENT PROPERTIES, EXCEPT THOSE INDICATED TO BE REMOVED OR ALTERED. REPAIR DAMAGE TO EXISTING FACILITIES CAUSED

BY CONTRACTORS'S ACTIVITIES AT NO ADDITIONAL EXPENSE TO THE SATISFACTION OF OWNER.

6. IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES FOUND ON THE PROJECT IN CONTRAST TO THE PLANS OR DIFFERING SITE

CONDITIONS TO THE OWNERS REPRESENTATIVE.

7. NO KNOWN STREAMS OR IRRIGATION DITCHES ARE LOCATED ON THE PROJECT SITE.

8. NO PORTION OF THE SITE IS LOCATED WITH A DESIGNATED FLOOD PLAIN.

9. INSTALL PROJECT BMP'S PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

10. RESTRICT CONSTRUCTION TRAFFIC TO CONSTRUCTION ENTRANCE ONLY.

11. STABILIZE EXPOSED SOIL WITHIN 14-DAYS OF CLEARING OR INACTIVITY IN CONSTRUCTION.

12. STABILIZE OR COVER STOCKPILES AT THE END OF EACH WORK DAY.

13. COLLECT AND DISPOSE OF SOLID WASTE IN COVERED LEAK PROOF ONSITE CONTAINER.

14. COLLECT AND LEGALLY OF DISPOSE OF HAZARDOUS WASTE OFF SITE.

15. RECYCLE CONSTRUCTION WASTE AND MATERIAL WHEN POSSIBLE.

16. STORE CHEMICALS, PAINTS, PETROLEUM, FERTILIZER AND PESTICIDES IN A COVERED LEAK PROOF ENCLOSURE.

17. PERFORM DAILY CLEANUP OF CONSTRUCTION SITE TO ENSURE ALL LITTER IS CONTAINED IN AN APPROPRIATE ENCLOSURE OR

CONTAINER.

18. WASH OUT ALL CONCRETE TRUCKS ONLY IN DESIGNATED CONCRETE TRUCK WASHOUT AREA. REMOVE AND PROPERLY DISPOSE OF

CONCRETE RESIDUE AT CONCLUSION OF CONSTRUCTION OR WHEN CONCRETE RESIDUE OCCUPIES 2/3 THE HEIGHT OF THE CONCRETE

TRUCK WASHOUT.

19. LIMIT THE NUMBER OF ON-SITE CONTRACTOR VEHICLES TO LIMIT ON SITE TRAFFIC AND OFF SITE TRACKING.

20. PERFORM AN INSPECTION OF ALL BMP'S BI-WEEKLY AND AFTER EVERY STORM EVENT. REPAIR ANY DEFICIENCIES NOTED IMMEDIATELY.

21. REPORT ANY AND ALL SPILLS IMMEDIATELY TO THE SITE SUPERINTENDENT. ALL SPILLS AND CONTAMINATED MATERIALS SHOULD BE

IDENTIFIED, STOPPED, ISOLATED, CLEANED UP AND LEGALLY DISPOSED.

22. UTILIZE WATER TRUCK AS NECESSARY FOR DUST CONTROL.

23. PROVIDE FINAL STABILIZATION OF ALL DISTURBED AREAS IN CONFORMANCE WITH THE LANDSCAPING PLAN.

CONCRETE TRUCK WASHOUT AREA

INLET PROTECTION

CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE

CONSTRUCTION STAGING AND MATERIAL STORAGE AREA

JOB SITE TRAILER, DEBRIS AND HAZARDOUS MATERIAL STORAGE AREA

PORTABLE TOILETS

TOPSOIL AND EARTHEN SPOILS STORAGE AREA

FLAG NOTES

AREA OF DISTURBANCE

DESCRIPTION AREA

AREA DISTURBED 1.25 ACRES

RESTRICT CONSTRUCTION

TRAFFIC, STOCKPILING

AND CONSTRUCTION

MATERIAL STORAGE FROM

DRAIN FIELD

CONSTRUCTION AREA

PORTABLE TOILET

JOBSITE TRAILER

INLET PROTECTION

FLOW DIRECTION

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STD. CURB & GUTTER (MODIFIED)1

C3.1

LAYOUT

DETAILS

1'-6"

I N

BACKFILL WITH

TOPSOIL

6" DEPTH, 1" MINUS CRUSHED

BASE COURSE (SEE NOTE)

FINISHED STREET

SURFACE TO BE

" TO

" ABOVE GUTTER LIP

I N

BACKFILL WITH

TOPSOIL

FINISHED STREET

SURFACE TO BE

" TO

" ABOVE GUTTER LIP

NOTES:

1. FOR NEW STREET CONSTRUCTION,

EXTEND CRUSHED BASE COURSE TO THE

BACK OF THE CURB. MINIMUM THICKNESS OF

CRUSHED BASE COURSE BENEATH CURB

AND GUTTER SHALL BE 6". FOR CURB AND

GUTTER REPLACEMENT PROJECTS, PROVIDE

A MINIMUM OF 3" OF CRUSHED BASE COURSE

BENEATH NEW CURB AND GUTTER.

CONSTRUCTION

JOINT (WITHIN

RADIUS ONLY)

MINIMUM SPACE

BETWEEN JOINTS:

5.25' ON CURB &

GUTTER

1'-6"

NOTE:

SPILL CURB

LOCATION ON SITE

PLAN SHEET C2.1

DESIGNATED AS

NOTE:

CATCH CURB

LOCATION ON SITE

PLAN SHEET C2.1

DESIGNATED AS

1-S C3.1

MPWSS STD DWG# 02528-1

1-C C3.1

CURB TAPER2 CONCRETE PAVEMENT (ALT. A-1)4

ASPHALT PAVEMENT REPAIR6 BOULEVARD CONCRETE DRIVEWAY7

PERPENDICULAR RAMP8 CONCRETE SIDEWALK BUILDING CONCRETE SIDEWALK9 11

NOT TO SCALE NOT TO SCALE NOT TO SCALE

NOT TO SCALE

NOT TO SCALE NOT TO SCALENOT TO SCALE

TOP OF CURB

FLOW LINE

ADJACENT

SIDEWALK OR

FINISH GRADE

SLOPE TRANSITION

FROM 6" CURB FACE

TO 0" CURB FACE.

ADJACENT

SIDEWALK OR

GRADE

FLOW LINE

TOP OF CURB

CONCRETE PAVEMENT

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

CONCRETE VALLEY GUTTER5 NOT TO SCALE

REINFORCE WITH #4

REBAR CONTINUOUS

M4000 CONCRETE

VALLEY GUTTER

3.00

ADJACENT

PAVEMENT

ADJACENT

PAVEMENT

NON-WOVEN GEOTEXTILE

SEPARATION FABRIC

MEETING THE REQUIREMENTS

OF SECTION 716 FOR HIGH

SURVIVABILITY OF THE

MONTANA DOT STANDARD

SPECIFICATIONS.

NOT TO SCALE

M4000 CONCRETE SIDEWALK

RECESS EXTERIOR SIDEWALK

AROUND PERIMETER OF BUILDING

1" BELOW FINISH FLOOR EXCEPT AT

DOORWAYS RAMP UP TO

" BELOW

FINISH FLOOR SEE GRADING PLAN

C2.2

XPS POLYSTYRENE INSULATION, SEE

ARCHITECTURAL PLANS

MPWSS STD DWG# 02529-5A

COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

COMPACT 1" MINUS

CRUSHED BASE COURSE

±2 PERCENT OF ITS

OPTIMUM MOISTURE

CONTENT TO 98

PERCENT OF ITS

MAXIMUM DRY DENSITY.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

ASPHALT PAVEMENT3NOT TO SCALE

ASPHALT PAVEMENT

GRADE 58-28

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

NOTES:

1. INSTALL PREFORMED EXPANSION JOINT FILLER AT ALL EXPANSION JOINTS, FOR THE FULL THICKNESS OF THE

SIDEWALK AND USE AT ALL JOINTS BETWEEN CONCRETE SIDEWALK AND STRUCTURES IN PLACE.

2. CONSTRUCT ALL JOINTS STRAIGHT AND PERPENDICULAR TO THE CENTERLINE AND SURFACE OF THE

SIDEWALK. WHERE PRACTICAL, ALIGN ALL JOINTS WITH LIKE JOINTS IN ADJOINING WORK. USE JOINTS TO

OUTLINE ALL PANELS IN THE SIDEWALK, WHICH ARE TO BE, SO FAR AS POSSIBLE, SQUARE. THE LENGTHS OF

THE PANELS ARE DETERMINED BY THE WIDTH OF THE SIDEWALK.

3. PROVIDE CONTRACTION JOINTS 1/8" (MIN.) TO 1/4" (MAX.) WIDE AND NO LESS THAN 1" IN DEPTH. CONTRACTION

JOINTS MAY BE CUT BY A GROOVE FORMING TOOL.

4. LOCATE EXPANSION JOINTS EVERY 100-FT (±30 FT) AT INTERVALS EQUAL TO THE NEAREST MULTIPLE OF THE

CONTRACTION JOINT INTERVAL.

6" DEPTH, 1" MINUS CRUSHED

BASE COURSE (SEE NOTE)

I N

NOTES:

1. CONSTRUCT ALL JOINTS STRAIGHT AND PERPENDICULAR TO THE CENTERLINE AND SURFACE OF THE

PAVEMENT. WHERE PRACTICAL, ALIGN ALL JOINTS WITH LIKE JOINTS IN ADJOINING WORK. USE JOINTS TO

OUTLINE ALL PANELS IN THE PAVEMENT, WHICH ARE TO BE, SO FAR AS POSSIBLE, SQUARE. THE LENGTHS OF

THE PANELS ARE NOT TO EXCEED 10-FEET.

2. PROVIDE CUT CONTRACTION JOINTS NO 1/8" (MIN.) TO 1/4" (MAX.) WIDE AND NO LESS THAN 1" IN DEPTH.

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EXISTING ASPHALT

PAVEMENT

2' MIN

ASPHALT

PAVEMENT

CONCRETE CURB

AND GUTTER OR

DRIVE APPROACH

POUR CONCRETE CURB AND GUTTER AGAINST

EXISTING PAVEMENT EDGE WHERE POSSIBLE.

IF CLEAN PAVEMENT EDGE CANNOT BE

OBTAINED SAWCUT REMOVE AND REPLACE

EXISTING PAVEMENT AS DIRECTED

COMPACT MINIMUM 3" OF 1" MINUS

CRUSHED BASE COURSE ±2

PERCENT OF ITS OPTIMUM

MOISTURE CONTENT TO 95

PERCENT OF ITS MAXIMUM DRY

DENSITY.

REFER TO ARCHITECTURAL

SHEETS FOR BUILDING

INSULATION AND TREATMENT

A X

6" CURB RETURNS

6.00

0.50, TYP.

6" CONCRETE

CURB & GUTTER

LIP OF GUTTER

LANDING

(4-FT. MIN)

RAMP

7.50

(1:12 MAX)

LANDING

4-FT MIN.

GUTTER

6" CURB RETURN (1 OF 2)

GRAVEL BASE

SECTION A-A

DROPOFF SIDEWALK (WITH CURB)10 NOT TO SCALE

" COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

M4000

CONCRERE

SIDEWALK

C3.1

MONOLITHIC CURB TO

MATCH 1ST STARIWAY

TREAD HEIGHT

NON-WOVEN GEOTEXTILE

SEPARATION FABRIC MEETING THE

REQUIREMENTS OF SECTION 716

FOR HIGH SURVIVABILITY OF THE

MONTANA DOT STANDARD

SPECIFICATIONS.

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C3.2

LAYOUT

DETAILS

PARALLEL CURB RAMP1 NOT TO SCALE

8.3% MAX

MAX CROSS SLOPE

1.5%

NO LIP. GUTTER OR PAVEMENT

SLOPE AWAY FROM RAMP 2% MAX.

SIDEWALK

RETAINING WALL

"RETAINING WALL

RAMP RAMP

SLOPE 8.3% MAX

LANDING

SLOPE 1.5%

SECTION B-B'

SECTION A-A'

1.5% MAX

8.3 MAX

RETAINING WALL

CAST INTEGRAL

WITH RAMP

6' 2'

ACCESSIBLE PARKING2 NOT TO SCALE

S E

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P A

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PARKING STRIPE

2" WIDTH, YELLOW

SYMBOL; PAINT

ACCESSIBILITY

INTERNATIONAL

YELLOW

STRIPES IN NON-

4" WIDTH, YELLOW

PARKING AREAS

10'-0" 10'-0"

C3.2

ACCESSIBLE PARKING SIGN3 NOT TO SCALE

SIGN: MUTCD (R7-8),

GREEN LETTERING,

ARROW & BORDER

WHITE SYMBOL ON BLUE

SQUARE

WHITE BACKGROUND

12"

MUTCD R7-8P, GREEN

LETTERING, WHITE

BACKGROUND AT VAN

ACCESSIBLE LOCATIONS

60" MIN. OR 84" WHEN

PEDESTRIAN

PATH FROM CAR TO

WALK PASSES

BY OR UNDER THE

SIGN

FINISH GRADE

2"X2" GALVANIZED SQUARE

STEEL POST. (12 GAUGE,

PERFORATED)

2-1/2"X 2-1/2" X 30"

GALVANIZED SQUARE

ANCHOR (7 GAUGE)

2 BAGS REDI-MIX TO ENCASE

ANCHOR. TOP OF CONCRETE SHALL

BE 3" BELOW FINISH GRADE.

8" x 3' ROUND

CONCRETE COOKIE

RAM-NEK JOINT

SEALANT

CAST IRON FRAME

AND COVER,

SLIP HUB TO

THREADED

ADAPTOR

45° BEND

6" PVC PIPE

THREADED

PLUG

NON-SHRINK GROUT

BACKFILL

SANITARY SEWER CLEANOUT4

UTILITY TRENCH5 NOT TO SCALE

WATER SERVICE6 NOT TO SCALE

FIRE SERVICE7 NOT TO SCALE

THRUST BLOCK 8 NOT TO SCALE

PARALLEL RAMP

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F P h i f f a i n i c

"$100 FINE" SIGN PANEL

3RD RAMP LEG W/CURB

RETURNS, SLOPE PER PLAN

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ACCESSIBLE

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

RESERVED

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VAN

AutoCAD SHX Text

PERMIT REQUIRED

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$100 FINE

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C3.3

LAYOUT

DETAILS

3-RISER CONCRETE STAIR1 SCALE: NOT TO SCALE

1.5±0.5% MAX

SLOPE AT

LANDING

1.00

17"

1.00

12" LONG, #4 REBAR DOWELS, CENTER

W/ SIDEWALK SLAB; SPACE AT 2' O.C.,

TYPICAL TOP AND BOTTOM OF STAIRS

EXPANSION JOINT, 3/8" BITUMINOUS

RECESS AND CAULK, TOP

AND BOTTOM OF STAIRS, TYP.

6" DEPTH COMPACTED 1"

MINUS CRUSHED GRAVEL BASE

#4 REBAR, 12" O.C. EACH WAY

NO. 4 REBAR AT NOSE OF TREAD,

TYP. MIN CLEARANCE 1-1/2".

I S

E I G

H T

SLOPE RISER

" PER FOOT

SEE ARCHITECTURAL PLANS FOR

RAILING DETAILS AND SCHEDULE.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

COMPACT NATIVE SUBGRADE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

SECTION 02112 - REMOVAL OF EXISTING PAVEMENT, CONCRETE CURB, SIDEWALK, DRIVEWAY AND/OR STRUCTURES

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURANCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY.

SECTION 02113 - ADJUSTING EXISTING MANHOLES, LAMPHOLES, INLETS, WATER VALVE BOXES, WATER SERVICES, AND FIRE

HYDRANTS TO GRADE

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURANCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY.

SECTION 02114 RELOCATING OR REMOVING UTILITY POLES, STREET SIGNS AND MAILBOXES

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.2.J - REVISE TO READ “REMOVE ALL SIGNS DESIGNATED FOR REMOVAL WITHOUT DAMAGING THE SIGNS. SALVAGE AND DELIVER ALL SUCH DAMAGED SIGNS TO THE OWNER.”

3.3 - MAILBOXES - DELETE IN ITS ENTIRETY

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPPURTENTANT STRUCTURES

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.1.B.4 - COORDINATE ALL REQUIRED UTILITY RELOCATIONS WITH UTILITY COMPANY PRIOR TO COMMENCEMENT OF CONSTRUCTION.

3.1.I - REVISE TO READ "RE-SOD OR RESSED, AS SPECIFIED IN THE CONTRACT DOCUMENTS.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02230 STREET EXCAVATION, BACKFILL AND COMPACTION

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

1.3.A.1 - DELETE IN ITS ENTIRETY

2.3.B.3 - SAND FILL THAT CONTAINS GRAVEL SHOULD HAVE 100 PERCENT PASSING THE 2-INCH SIEVE. IF LEAN CLAY IS USED IT SHOULD HAVE A LIQUID LIMIT OF 40 OR LESS. FAT CLAY

SHOULD NOT BE USED FOR FILL.

3.1.A - REPLACE "REMOVE UNSUITABLE MATERIAL TO AT LEAST 12 INCHES BELOW SUBGRADE ELEVATION." WITH "REMOVE UNSUITABLE MATERIAL TO AT LEAST 24 INCHES BELOW

SUBGRADE ELEVATION".

3.4.B.1 - REVISE COMPACTION REQUIREMENTS FROM 95% TO 98% FOR FILLS LESS THAN 1 FOOT BELOW FINAL SUBGRADE ELEVATION.

3.4.G - PROOF ROLL FINAL SUBGRADE WITH A HEAVY WHEELED VEHICLE SUCH AS A LOADED DUMP TRUCK TO DETECT SOFT SPOTS. STABILIZE SOFT SPOTS PRIOR TO PLACING BASE

COURSE.

3.6.A - REVISED TO READ “FURNISH DUST CONTROL AS INDICATED IN THE STORM WATER POLLUTION PREVENTION PLAN PREPARED BY THE CONTRACTOR.”

3.7.C.1 - REVISE COMPACTION REQUIREMENTS TO THOSE LISTED IN THE PROJECT GEOTECHNICAL REPORT.

3.8.B.1 - REVISE COMPACTION REQUIREMENTS TO THOSE LISTED IN THE PROJECT GEOTECHNICAL REPORT.

3.8.B.2 - REMOVE REFERENCE TO SECTION 01500.

3.9.E - REVISE COMPACTION REQUIREMENTS THE PROJECT GEOTECHNICAL REPORT.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02234 SUB BASE COURSE

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

1.3.1 - REVISE TO READ “PROVIDE DENSITY TESTING IN CONFORMANCE WITH TABLE 3 OF THE PROJECT GEOTECHNICAL REPORT.”

3.3.A - REVISE COMPACTION REQUIREMENTS TO THOSE LISTED IN THE PROJECT GEOTECHNICAL REPORT.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02235 CRUSHED BASE COURSE

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

1.3.1 - REVISE TO READ “PROVIDE DENSITY TESTING IN CONFORMANCE WITH THE PROJECT GEOTECHNICAL REPORT.”

3.2.G - REMOVE REFERENCE TO SECTION 01500.

3.3.C - REVISE COMPACTION REQUIREMENTS TO THOSE LISTED IN THE PROJECT GEOTECHNICAL REPORT.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02510 ASPHALT CONCRETE PAVEMENT

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

2.3.A.1 - UTILIZE GRADE (PGAB) PG 58-28.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02528 CONCRETE CURB AND GUTTER

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.2.C - REVISE TO READ “PLACE AND COMPACT GRAVEL BASE MATERIAL TO A FIRM EVEN SURFACE IN CONFORMANCE WITH CONTRACT DOCUMENTS AND REQUIREMENTS OF THE

PROJECT GEOTECHNICAL REPORT.”

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02529 CONCRETE SIDEWALKS, DRIVEWAYS, APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW

CONCRETE CONSTRUCTION

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.2.B - REVISE TO READ “PLACE AND COMPACT GRAVEL BASE MATERIAL TO A FIRM EVEN SURFACE IN CONFORMANCE WITH CONTRACT DOCUMENTS AND REQUIREMENTS OF THE

PROJECT GEOTECHNICAL REPORT.”

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02581 PAVEMENT MARKINGS AND MARKERS (PRE-FORMED PLASTIC, PAINTS AND ENAMELS)

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

2.1 - DELETE IN ITS ENTIRETY

2.2.C - DELETE IN ITS ENTIRETY

2.2.D - DELETE IN ITS ENTIRETY

2.2.E - DELETE REFERENCE TO SUBSECTION 714.05.

2.2.F.5 - REVISE TO READ “APPLY TRAFFIC PAINT AT 15 MILS WET THICKNESS IN A SINGLE APPLICATION.”

3.1 - DELETE IN ITS ENTIRETY

3.2.C - REVISE TO READ “BEFORE APPLYING PAINT, MARK THE ROADWAY OR PAVEMENT SURFACE BETWEEN CONTROL POINTS ESTABLISHED BY THE CONTRACTOR”.

3.2.K - DELETE IN ITS ENTIRETY

3.2.M - REVISE TO READ “APPLY (2) FULL APPLICATIONS OF THE SPECIFIED STRIPING. APPLY THE SECOND APPLICATION A MINIMUM OF 30 DAYS AFTER THE FIRST APPLICATION.”

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02660 WATER DISTRIBUTION

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02720 STORM DRAIN SYSTEMS

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02730 SANITARY SEWER COLLECTION SYSTEM

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 03310 STRUCTURAL CONCRETE

ADD 1.1.B - STRUCTURAL CONCRETE AS DESCRIBED IN THIS SECTION IS ONLY FOR CONCRETE FLATWORK LOCATED OUTSIDE OF THE BUILDING AND SHOULD NOT BE UTILIZED FOR ANY BUILDING RELATED CONCRETE CONSTRUCTION. COMPLETE ALL BUILDING RELATED CONCRETE CONSTRUCTION IN CONFORMANCE WITH THE ARCHITECTURAL AND STRUCTURAL

ENGINEERING PLANS AND SPECIFICATIONS.

ADD 2.2.1.A.1 - USE TYPE I-II MODIFIED CEMENT FOR SULFATE RESISTANCE WITH A TRICALCIUM ALUMINATE CONTENT OF NOT MORE THAN 8 PERCENT, CONCRETE SHOULD CONTAIN AT LEAST 20 PERCENT CLASS F FLY ASH, PROVIDE AIR-ENTRAINMENT OF 4-7 PERCENT BY VOLUME AND LOWER THE WATER CEMENT RATION TO 0.4-0.45 IN CONFORMANCE WITH THE

PROJECT GEOTECHNICAL REPORT.

ADD 2.2.1.A.2 - DUE TO A HIGH POTENTIAL FOR SULPHATE ATTACK, USE TYPE V PORTLAND CEMENT WITH A RELATIVELY LOW WATER-CEMENT RATIO IN CONFORMANCE WITH THE

RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.

3.7.2.A - REVISE TO READ “THE CONTRACTOR OR THEIR MATERIALS TESTING COMPANY SHALL, DURING EACH DAY'S PLACEMENT, CHECK THE CONSISTENCY OF THE CONCRETE BY SLUMP TEST. A SLUMP TEST WILL ALSO BE MADE EACH TIME THE STRENGTH SPECIMENS ARE MADE. SLUMP TESTS ARE PERFORMED MEETING ASTM C143 “METHOD OF TEST FOR THE SLUMP OF

PORTLAND CEMENT CONCRETE.”

PART 4.1 - DELETE IN ITS ENTIRETY

SPECIAL PROVISIONS TO MPWSS

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REFER TO SPECIFICATIONS

FOR "EMPLOYEES ONLY"

SIGN PANEL

I N

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2"X2" GALVANIZED SQUARE

STEEL POST. (12 GAUGE,

PERFORATED)

2-1/2"X 2-1/2" X 30"

GALVANIZED SQUARE

ANCHOR (7 GAUGE)

2 BAGS REDI-MIX TO ENCASE

ANCHOR. TOP OF CONCRETE SHALL

BE 3" BELOW FINISH GRADE.

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L1.1

LANDSCAPE

PLAN

PLANTING PLAN1 SCALE: 1" = 20'-0"

PLANT SCHEDULE

MATURE

SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE ROOT NOTES HEIGHT WIDTH

DECIDUOUS TREES

CBB 2 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL. B&B 15-20' 15-20'

GSK 4 GLEDITSIA TRIACANTHOS 'SKYCOLE' SKYLINE HONEYLOCUST 2" CAL. B&B 35-45' 25-35'

TAR 5 TILIA AMERICANA 'REDMOND' REDMOND LINDEN 2" CAL. B&B 30-35' 20-25'

CONIFEROUS TREES

PFV 3 PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' VANDERWOLF PINE 8-10' HGT. B&B SPECIMEN GRADE 20-30' 10-15'

DECIDUOUS SHRUBS

CFI 10 CORNUS STOLONIFERA 'FARROW' ARCTIC FIRE DOGWOOD #5 CONTAINER 3-4' 3-4'

PJK 20 POTENTILLA FRUTICOSA 'JACKMANII' JACKMAN POTENTILLA #5 CONTAINER 3-4' 3-4'

POL 10 PHYSOCARPUS OPULOFOLIUS 'DONNA MAY' LITTLE DEVIL NINEBARK #5 CONTAINER 3-4' 3-4'

CONIFEROUS SHRUBS

JBA 7 JUNIPERUS VIRGINIANA 'BLUE ARROW' BLUE ARROW JUNIPER #15 CONTAINER 12-15' 3-4'

JCA 25 JUNIPERUS HORIZONTALIS 'MONDAP' ALPINE CARPET JUNIPER #5 CONTAINER 6-8" 3-4'

PAN 11 PICEA ABIES 'NIDIFORMIS' BIRD'S NEST SPRUCE #5 CONTAINER 3-5' 4-6'

PVC 7 PINUS MUGO 'VALLEY CUSHION' VALLEY CUSHION MUGO PINE #5 CONTAINER 1-2' 3-4'

PERENNIALS & ORNAMENTAL GRASSES

BES 26 RUDBECKIA HIRTA 'GOLDSTURM' GOLDSTURM BLACK-EYED SUSAN #1 CONTAINER SPACING AT 24" O.C. 20-24" 18-24"

CKF 10 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONTAINER 5-6' 18-24"

EPM 24 ECHINACEA PURPUREA 'MAGNUS' PURPLE CONEFLOWER #1 CONTAINER SPACING AT 24" O.C. 24-36" 20-24"

NON-VEGETATIVE FEATURES

N/A 16 2' X 3' X 2' SANDSTONE CUT BLOCKS

N/A 33 2-3' DIA. SANDSTONE NATURAL BOULDERS

L1.2

(1) GSK

(2) TAR

(1) GSK

(3) JCA

(1) GSK

(3) JCA

(1) TAR

(5) PJK(5) PAN

(3) JCA

SIDEWALK

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BEDS, AS SPECIFIED

L1.2

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(3) JCA

(1) TAR

BOULDER BLOCK WALL

(3) PAN

(5) CFI

(3) PAN

(26) BES

(5) CKF

(5) POL

(3) JBA

(5) POL

(13) EPM

(11) EPM

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PLANTING

BEDS, AS

SPECIFIED

(2) CBB

(7) PVC

(5) PJK

(1) JBS

(2) JBS

(1) JBS

SPACE PROVIDED FOR FUTURE

ART/SCULPTURE (BY OWNER)

(5) PJK

2-3' DIA. SANDSTONE

BOULDER, TYP.

(5) CKF

PLANTING NOTES

1. VERIFY WITH THE PROJECT MANAGER AND UTILITY COMPANIES THE LOCATIONS OF ALL EXISTING

UTILITIES PRIOR TO START. REPAIR ALL DAMAGES TO EXISTING UTILITIES, CURBS, PAVEMENTS AND

STRUCTURES WHICH OCCUR DURING THE CONSTRUCTION OF THE PROJECT OR AS A RESULT OF THE

CONTRACTOR'S ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER.

2. SAFEGUARD ALL BUILDING SURFACES, EQUIPMENT AND FURNISHINGS. THE CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSONS OR PROPERTY WHICH MAY OCCUR AS A

RESULT OF NEGLIGENCE IN THE EXECUTION OF WORK.

3. COORDINATE WITH ARCHITECTURE/ENGINEERING PLANS TO BECOME THOROUGHLY FAMILIAR WITH

GRADING, SURFACE AND UNDERGROUND CONDITIONS AND UTILITIES.

4. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR

ON-SITE BEFORE CONSTRUCTION BEGINS. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE

OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK.

5. ENSURE THAT THE LANDSCAPING WORK DOES NOT INTERRUPT ESTABLISHED OR PROPOSED

DRAINAGE PATTERNS. OBTAIN APPROVAL ON THE FINAL GRADE BY THE OWNER'S REPRESENTATIVE

PRIOR TO COMMENCING PLANTING OPERATIONS. FINISH GRADE BEFORE MULCHING SHALL BE +/- 3"

BELOW FINISH SURFACE OF ADJACENT PAVING.

6. FINE GRADE AND SLOPE ALL LANDSCAPED AREAS TO A MINIMUM OF 2.0% TO DRAIN. POSITIVELY NO

SETTLEMENT, EROSION, SEDIMENTATION OR OFF-PROPERTYDRAINAGE NUISANCE SHALL BE

ACCEPTED.

7. ALL FILL MATERIAL FOR BACKFILLING TRENCHES OR EXCAVATIONS SHALL BE FREE-DRAINING, GRANULAR MATERIAL APPROVED BY THE OWNER'S REPRESENTATIVE. THE GRANULAR MATERIAL

SHALL BE LEFT A MINIMUM OF 12" BELOW FINISH GRADE.

8. PROVIDE TOPSOIL THAT IS LOOSE, FRIABLE AND SHALL CONTAIN AN ORDINARY AMOUNT OF

ORGANIC MATTER. IT SHALL CONTAIN NO LUMPS OF SOIL OR ROCKS LARGER THAN 1". IT SHALL BE

SUFFICIENTLY FERTILE TO SUSTAIN NORMAL, HEALTHY PLAN GROWTH. IMPORTED TOPSOIL IS

ACCEPTABLE PROVIDED THAT IT IS SUFFICIENTLY FERTILE TO SUSTAIN NORMAL, HEALTHY PLANT

GROWTH AND IS CERTIFIED NOXIOUS WEED FREE.

9. TEST THE TOPSOIL AFTER ROUGH GRADING IS COMPLETE TO DETERMINE THE SOIL AMENDMENTS

REQUIRED IN ORDER TO PROVIDE A GROWING MEDIUM AS DESCRIBED. SUBMIT A COPY OF ANALYSIS

AND RECOMMENDATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL.

10. PRIOR TO IMPORTING ANY TOPSOIL, PROVIDE TO THE OWNER'S REPRESENTATIVE A LETTER FROM

THE WEED DISTRICT COORDINATOR STATING THAT THE SOURCE OF THE IMPORTED TOPSOIL IN

NOXIOUS WEED FREE.

11. UTILIZE A PLANTING MIX OF TWO (2) PARTS TOPSOIL, ONE (1) PART AGED COMPOST, AND ONE (1)

PART SAND IN ALL PLANTING BEDS FROM 12" BELOW FINISHED GRADE TO FINISHED GRADE.

12. COORDINATE WITH OTHER CONTRACTORS, AS NECESSARY, REGARDING LOCATION AND TIMING OF

INSTALLATION OF PLANT MATERIALS.

13. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTED.

IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT SCHEDULE, THE PLAN SHALL

DICTATE.

14. PLANT MATERIALS ARE DRAWN AT OR NEAR THEIR MATURE SIZE. UTILIZE THE CENTER POINT OF THE

SYMBOL TO DETERMINE PROPER PLANT LAYOUT AND PLACEMENT.

15. LAYOUT PLANT LOCATIONS AND PLANTING BED EDGES AND OBTAIN APPROVAL BY THE OWNER'S

REPRESENTATIVE PRIOR TO INSTALLATION.

16. ALL PLANTS ARE TO MEET OR EXCEED 'AMERICAN STANDARDS FOR NURSERY STOCK,' CURRENT

EDITION, BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. ALL PLANTS SHALL BE

NURSERY-GROWN UNLESS OTHERWISE NOTED.

17. PLACE TYPAR 3301 WEED FABRIC IN ALL PLANTING BEDS.

18. PLANT FERTILIZER SHALL BE AGRIFORM (21 GRAM), 20-10-5 BY WEIGHT, APPLIED AT THE RATE

RECOMMENDED BY SOIL TESTING AND SUITED TO THE SPECIFIED PLANTS.

19. PROVIDE 3/4-INCH MINUS CRUSHED LIMESTONE ROCK MULCH, 3-INCH MINIMUM DEPTH OVER THE

WHOLE SURFACE OF PLANTING BEDS. PROVIDE ROCK MULCH IN READILY AVAILABLE NATURAL

COLOR RANGE. PROVIDE SOURCE AND SAMPLE FOR APPROVAL BY THE OWNER'S REPRESENTATIVE.

20. PROVIDE SANDSTONE BOULDERS THAT CLOSELY MATCH THE BUILDING VENEER COLOR &

RELATIVELY HIGH IN HARDNESS VALUE. OWNER'S REPRESENTATIVE IS TO SELECT BOULDERS IN THE

FIELD.

21. STAKE AND GUY ALL TREES IMMEDIATELY AFTER PLANTING. THE STABILITY AND PLUMB CONDITIONS

OF ALL PLANT STOCK IS THE RESPONSIBILITY OF THE CONTRACTOR THROUGH THE WARRANTY

PERIOD AND THE CONTRACTOR IS LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT

MATERIALS.

22. COORDINATE THE PLANTING WITH IRRIGATION SYSTEM LAYOUT. THE OWNER IS NOT RESPONSIBLE

FOR DAMAGE CAUSED BY OTHER TRADES WHILE COMPLETING THIS WORK.

23. ALL SUBSTITUTIONS AND PLAN CHANGES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. NO

SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE.

24. ANY WORK OR MATERIAL WHICH IN THE OPINION OF THE OWNER'S REPRESENTATIVE DOES NOT

MEET THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS WILL BE CAUSE FOR REJECTION. ALL

REJECTED WORK AND MATERIALS SHALL BE IMMEDIATELY REMOVED, DISPOSED AND REPLACED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

25. BEGIN MAINTENANCE AFTER EACH PLANT HAS BEEN INSTALLED AND CONTINUE UNTIL FINAL

ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. MAINTENANCE INCLUDES WATERING, PRUNING, WEEDING, MULCHING, REPLACEMENT OF SICK OR DEAD PLANTS AND ANY OTHER CARE NECESSARY

FOR THE PROPER GROWTH OF PLANT STOCK.

26. DURING THE COURSE OF THIS WORK, REMOVE EXCESS WASTE MATERIAL DAILY FROM THE SITE AND

UPON COMPLETION OF ALL WORK.

27. UPON COMPLETION OF ALL LANDSCAPING, A SUBSTANTIAL COMPLETION WALK-THROUGH OF THE

WORK WILL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR

SCHEDULING THE WALK-THROUGH AT LEAST SEVEN (7) DAYS PRIOR O THE ANTICIPATED DATE.

28. WARRANTY ALL PLANT STOCK AND WORKMANSHIP FOR 12 MONTHS FROM THE DATE OF FINAL

ACCEPTANCE. REPLACEMENT PLANTS SHALL BE WARRANTED FOR AN ADDITIONAL 90 DAYS. SUBMIT

WARRANT TO OWNER'S REPRESENTATIVE.

29. THE CONTRACTOR SHALL NOT BE RESPONSIBLE AT ANY TIME TO REPLACE OR HONOR ANY

WARRANTY FOR THE LOSS OF ANY TREES, PLANTS, GROUND COVERS OR PERENNIALS CAUSED BY

FIRE, FLOODS, LIGHTNING, WINDS ABOVE 70 MILES PER HOUR OR ANY OTHER NATURAL DISASTER, NOR SHALL THE CONTRACTOR BE HELD RESPONSIBLE FOR ACTS OF VANDALISM OR NEGLIGENCE ON

THE PART OF THE OWNER.

30. PROVIDE TO THE OWNER'S REPRESENTATIVE A WRITTEN ANNUAL MAINTENANCE PROGRAM TO

PROPERLY CARE FOR AND MAINTAIN THE LANDSCAPING. INCLUDE CONTACT INFORMATION

REGARDING THE INSTALLERS AND SUPPLIERS OF THE MATERIALS ALONG WITH A WARRANTY

CERTIFICATE.

(5) PJK

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E S

I G

P C

P o p l a r

I H

I F

P C

C o n t r a c t

I s

BY BRANDON JANSHEN

DATE

JOB #

DRAWN

CHECK

Revisions

F P h i f f a i n i c

ROCK MULCH IN

BED, TYP.

ROCK MULCH IN

BED, TYP.

VERNE E. GIBBS RENOVATION PLANT SCHEDULE

MATURE

SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE ROOT NOTES HEIGHT WIDTH

PERENNIALS & ORNAMENTAL GRASSES

BES 12 RUDBECKIA HIRTA 'GOLDSTURM' GOLDSTURM BLACK-EYED SUSAN #1 CONTAINER SPACING AT 24" O.C. 20-24" 18-24"

VERNE E. GIBBS RENOVATION PLANTING/IRRIGATION NOTES:

1. ALL PLANTING NOTES ABOVE APPLY TO RENOVATION PLANTING AREA(S).

2. FIELD-DESIGN DRIP IRRIGATION FOR NEW PLANTINGS AT BUILDING ENTRY. THE EXISTING SPRAY

IRRIGATION SYSTEM IS THE SOURCE / POINT-OF-CONNECTION FOR THE DRIP SYSTEM.

3. PRIOR TO INSTALLATION, PROVIDE OWNER'S REPRESENTATIVE WITH PRESSURE AVAILABILITY &

SHOP DRAWING FOR DRIP SYSTEM.

4. MAKE CONNECTION USING A RAINBIRD 1800-RETRO OR APPROVED EQUAL THAT INCLUDES A BUILT-IN

30-PSI PRESSURE REGULATOR. THIS MAY REQUIRE CHANGING THE SPRAY BODY TO A RAIN BIRD 1804

BODY OR BODY COMPATIBLE WITH APPROVED EQUAL CONVERSION KIT.

5. PROVIDE DRIP EMITTERS IN QUANTITY ACCORDING TO EMITTER SCHEDULE ON SHEET L2.1.

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File details come from the government source that posted it. Updated Dec 28, 2023.