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VICINITY MAP DRAWING INDEXGENERAL NOTES

T1.0 TITLE SHEET

EX.1 SITE SURVEY

C1.1 REMOVALS PLAN

C1.2 LAYOUT, FINISHING AND LANDSCAPING PLAN

C1.3 GRADING AND DRAINAGE PLAN

C2.1 SITE DETAILS

FIELD CONSTRUCTION

JOY OF THE PEOPLE /

SOUTH SAINT ANTHONY

RECREATION CENTER

JOY OF THE PEOPLE

890 CROMWELL AVENUE

ST. PAUL, MN 55114

1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.

2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT.

3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS. SUBMIT A COPY OF ALL PERMITS

TO THE CITY.

4. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.

5. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED.

6. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.

7. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.

8. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF SECTION 01 89 13, FOR EROSION

CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.

9. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY

BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.

10. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.

11. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.

12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND

VEGETATION) WHICH ARE TO REMAIN.

13. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED.

14. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 02.1 OR 02 SHALL BE UNDERSTOOD TO MEAN 202.1 OR 202.

15. SPOT ELEVATIONS SHOWN INDICATE TOP OF CURB OR TOP OF TURF GRADES, UNLESS NOTED OTHERWISE.

16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO

BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON

THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL

COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT.

17. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED.

18. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE TURF SHALL RECEIVE AT LEAST 6" OF

TOPSOIL AND SHALL BE SEEDED. REFER TO SHEETS C1.2 FOR SEED LOCATIONS.

19. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE

CONTRACTOR SHALL RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF

THE ENGINEER.

20. ALL STORM SEWER PIPE SHALL BE PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS

OTHERWISE NOTED.

21. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:

a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL

STORM SEWER STRUCTURES.

b. ACCEPTABLE MANUFACTURERS / PRODUCTS:

i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”

ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”

iii. OR APPROVED EQUAL.

22. ANY MANHOLE, CATCH BASIN, STORM SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE

INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION

DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION

SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).

23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY

LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION.

24. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER

(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL

NOT BE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL

REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.

25. THE CONTRACTOR SHALL, AT THE COMPLETION OF THE PROJECT, PROVIDE AS-BUILT DRAWINGS ILLUSTRATING ALL UTILITY

WORK INCLUDING STORM SEWER, DRAIN TILE AND ALL APPURTENANCES WHICH WERE INSTALLED OR ENCOUNTERED ON

THE SITE.

City- 0

4/0

4/1

7

City- 0

6/1

4/1

7

1. INSPECTION CONTACT: THE DEVELOPER SHALL CONTACT THE RIGHT OF WAY INSPECTOR DICK ROHLAND AT 651-485-1688 ONE WEEK PRIOR TO BEGINNING WORK TO DISCUSS

TRAFFIC CONTROL, PEDESTRIAN SAFETY AND COORDINATION OF ALL WORK IN THE PUBLIC RIGHT OF WAY. NOTE: IF A ONE WEEK NOTICE IS NOT PROVIDED TO THE CITY, ANY

RESULTING DELAYS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. AS PART OF THE ROW PERMITTING PROCESS, TWO WEEKS BEFORE ANY WORK BEGINS THAT

IMPACTS THE ROW IN ANY WAY THE DEVELOPER SHALL PROVIDE TO THE ROW INSPECTOR THE NAME AND CONTACT INFORMATION OF THE CONSTRUCTION PROJECT MANAGER OR

CONSTRUCTION PROJECT SUPERINTENDENT. IF THIS INFORMATION IS NOT PROVIDED THERE MAY BE A DELAY IN OBTAINING PERMITS FOR THE WORK IN THE ROW. SAID DELAYS WILL

BE THE SOLE RESPONSIBILITY OF THE DEVELOPER.

2. SAFE WORK SITE REQUIREMENTS: THE CONTRACTOR SHALL PROVIDE A CONTINUOUS, ACCESSIBLE AND SAFE PEDESTRIAN WALKWAY THAT MEETS ADA AND MN MUTCD STANDARDS

IF WORKING IN A SIDEWALK AREA, AND TRAFFIC CONTROL PER MN MUTCD REQUIREMENTS FOR WORK IN THE PUBLIC RIGHT OF WAY.

3. ROADWAY RESTORATION: AS PER THE CITY'S "STANDARD SPECIFICATION FOR STREET OPENINGS" POLICY, RESTORATION ON ROADWAY SURFACES LESS THAN 5 YEARS OLD WILL

REQUIRE FULL WIDTH MILL AND OVERLAY OR ADDITIONAL DEGRADATION FEES. DEGRADATION FEES ARE DETERMINED BY CONTACTING THE RIGHT OF WAY SERVICE DESK AT

651-266-6151. PAVEMENT RESTORATION SHALL BE COMPLETED BY THE ST. PAUL PUBLIC WORKS STREET MAINTENANCE DIVISION. ALL RELATED COSTS ARE THE RESPONSIBILITY OF

THE DEVELOPER/CONTRACTOR. CONTACT STREET MAINTENANCE AT 651.266.9700 FOR ESTIMATE OF COSTS FOR PAVEMENT RESTORATION.

4. ORDERING OBSTRUCTION AND EXCAVATION PERMITS: CONTACT PUBLIC WORKS RIGHT OF WAY SERVICE DESK AT 651-266-6151. IT IS STRONGLY RECOMMENDED THAT

CONTRACTORS CALL FOR COST ESTIMATES PRIOR TO BIDDING TO OBTAIN ACCURATE COST ESTIMATES.

5. OBSTRUCTION PERMITS: THE CONTRACTOR MUST OBTAIN AN OBSTRUCTION PERMIT IF CONSTRUCTION (INCLUDING SILT FENCES) WILL BLOCK CITY STREETS, SIDEWALKS OR

ALLEYS, OR IF DRIVING OVER CURBS.

6. EXCAVATION PERMITS: ALL DIGGING IN THE PUBLIC RIGHT OF WAY REQUIRES AN EXCAVATION PERMIT. IF THE PROPOSED BUILDING IS CLOSE TO THE RIGHT OF WAY, AND

EXCAVATING INTO THE RIGHT OF WAY IS NEEDED TO FACILITATE CONSTRUCTION, CONTACT THE UTILITY INSPECTOR.

7. FAILURE TO SECURE PERMITS: FAILURE TO SECURE OBSTRUCTION PERMITS OR EXCAVATION PERMITS WILL RESULT IN A DOUBLE-PERMIT FEE AND OTHER FEES REQUIRED UNDER

CITY OF ST. PAUL LEGISLATIVE CODES.

8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE MAINLINE SIDEWALK, CURB, DRIVE ACCESS AND BOULEVARD LANDSCAPING CAUSE DURING THE CONSTRUCTION. CONTRACTOR

ADVISED TO DOCUMENT PRE-EXISTING CONDITION OF THE RIGHT OF WAY PRIOR TO COMMENCEMENT OF THE CONSTRUCTION.

9. SIDEWALK GRADES MUST BE CARRIED ACROSS DRIVEWAYS.

10. A CONSTRUCTION IN RIGHT OF WAY: ALL WORK ON CURBS, DRIVEWAYS, AND SIDEWALKS WITHIN THE PUBLIC RIGHT OF WAY MUST BE DONE TO CITY STANDARDS AND

SPECIFICATIONS BY A CONTRACTOR LICENSED TO WORK IN THE CITY RIGHT-OF-WAY UNDER A PERMIT FROM PUBLIC WORKS SIDEWALK SECTION 651-266-6108. SIDEWALK GRADES

MUST BE CARRIED ACROSS DRIVEWAYS.

11. RIGHT OF WAY RESTORATION: RESTORATION OF ASPHALT AND CONCRETE PAVEMENTS ARE PERFORMED BY THE PUBLIC WORKS STREET MAINTENANCE DIVISION. THE CONTRACTOR

IS RESPONSIBLE FOR PAYMENT TO THE CITY FOR THE COST OF THESE RESTORATIONS. THE CONTRACTOR SHALL CONTACT PUBLIC WORKS STREET MAINTENANCE TO SET UP A

WORK ORDER PRIOR TO BEGINNING ANY REMOVALS IN THE STREET AT 651-266-9700. PROCEDURES AND UNIT COSTS ARE FOUND IN STREET MAINTENANCE'S "GENERAL

REQUIREMENTS – ALL RESTORATIONS" AND ARE AVAILABLE AT THE PERMIT OFFICE.

12. A SEWER CONNECTION PERMIT: LICENSE HOUSE DRAIN CONTRACTOR TO OBTAIN (SEWER CONNECTION PERMIT) TO CONSTRUCT NEW SANITARY AND STORM CONNECTION IN STREET

FROM MAIN TO THE PROPERTY. CALL ST PAUL PW PERMIT DESK 651-266-6234 FOR INFORMATION ON OBTAINING THIS PERMIT.

13. EXISTING STREET AND PARK TREES ARE TO BE PROTECTED AT ALL TIMES. TREES DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO THE

SATISFACTION OF, AND AT NO COST TO, THE CITY AS DETERMINED BY THE FORESTRY MANAGER.

14. BOULEVARD AND PARK TURF RESTORATION IS TO INCLUDE THE FOLLOWING:

a. WHERE DRIVEWAYS, SIDEWALKS OR OTHER SURFACE PAVING ARE REMOVED ALL CONCRETE, ASPHALT AND BASE MATERIALS SHALL BE REMOVED.

b. BOULEVARD SOILS ARE TO BE PROTECTED DURING CONSTRUCTION. SOIL COMPACTION DUE TO CONSTRUCTION ACTIVITIES SHALL BE MITIGATED AND SOILS LOOSENED PRIOR TO

FINAL GRADING.

c. BOULEVARDS AND TURF SURFACES SHALL BE RESTORED WITH A MINIMUM OF 4" OF TOPSOIL.

15. CONCRETE WASHOUTS SHALL NOT BE LOCATED WITHIN THE DRIP LINE OF A TREE.

16. THE REMOVAL, PRUNING, AND/OR PLANTING OF TREES ON THE PUBLIC BOULEVARD REQUIRES AN APPROVED PERMIT FROM THE CITY FORESTER 651-632-5129. ANY WORK MUST BE

COMPLETED BY A LICENSED TREE CONTRACTOR.

17. CONSTRUCTION SUPPLIES, MATERIALS, SPOILS, EQUIPMENT, AND VEHICLES SHALL NOT BE STORED OR OPERATED WITHIN THE DRIP LINE OF ANY PUBLIC STREET OR PARK TREE

WITHOUT PRIOR WRITTEN APPROVAL FROM THE CITY FORESTER. IF THE BOULEVARD MUST BE USED FOR CONSTRUCTION ACTIVITIES, SITE ACCESS ROUTES, MATERIAL STORAGE OR

OTHER RELATED ACTIVITIES, PROTECTIVE MEASURES APPROVED BY THE CITY FORESTER SHALL BE TAKEN TO REDUCE SOIL COMPACTION AND PROTECT TREE(S) FROM DAMAGE.

18. STREET TREES SHALL BE PROTECTED BY ESTABLISHING A TREE PROTECTION ZONE USING 4' TALL FENCING INSTALLED AT THE DRIP LINE OF THE TREE. TREE PROTECTION FENCING

SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK AND MAINTAINED FOR THE DURATION OF THE PROJECT. PROPOSED WORK WITHIN, OR CHANGES TO THE LOCATION OF

TREE PROTECTION FENCING SHALL BE REVIEWED BY THE CITY FORESTER PRIOR TO ALTERATION.

19. THE LOCATION OF TREE PROTECTION FENCES IS SHOWN ON THE PLANS.

20. CONTRACTOR SHALL CONTACT THE CITY FORESTER 651-632-2437, PRIOR TO DEMOLITION OR OTHER LAND DISTURBANCE ASSOCIATED WITH SITE CONSTRUCTION, TO VERIFY TREE

PROTECTION MEASURES.

21. SITE RESTORATION OF CONSTRUCTION LIMITS IS REQUIRED FOLLOWING CONSTRUCTION.

NOTES - CITY OF SAINT PAUL

P8 X1

P3

P3

P5

P5

P1

P1

P6

P14

P14

R2

R1

R1

R3

R4

P14

R1

P1

P14

P14

P14

R7

P13P12

P1

P2

P14

P14

P6

P14

P14

P8

P14

P14

X1

P7

P11

P9

P11

P9

P1

P1

P3

P4

P14

P7

P7

P5

P5

P14

P4

P14

P1

P2

R5

X1

SILVER MAPLE TREES (2) HAVE

BEEN REMOVED (BY CITY)

R7

NOTES:

LEGEND

GRAVEL REMOVALS

FENCING REMOVALS

REMOVALS KEY NOTE

PROPERTY LINE

1. REFER TO SHEET T1.0- TITLE SHEET, FOR GENERAL NOTES.

2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE

FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND

UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN.

3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS

AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO

OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.

4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE

FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH

COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE,

THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO

EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS.

5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY

TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY

CONSTRUCTION OPERATIONS.

6. TREE PROTECTION: PROVIDE 4'' HIGH ORANGE SNOW FENCE AT DRIP LINE OF

EXISTING TREES PRIOR TO ANY CONSTRUCTION ACTIVITIES AND MAINTAIN

THROUGHOUT THE WORK.

KEY NOTE LEGEND

REMOVE CONCRETE SLAB, INCLUDING BENCHES WHERE APPLICABLE

REMOVE GRAVEL

REMOVE FENCING (INCLUDING FOOTINGS)

REMOVE PORTABLE DASHER BOARDS (PLASTIC WALLS)- SALVAGE FOR RE-USE

REMOVE STORM SEWER

PROTECT CONCRETE PAVEMENT

PROTECT LIGHT POLE AND ASSOCIATED ELECTRICAL

PROTECT BITUMINOUS PAVEMENT

PROTECT PLAYGROUND INCLUDING SURFACE EQUIPMENT, WALLS, AND POSTS

PROTECT FENCING (INCLUDING FOOTINGS AND GATES)

PROTECT CONCRETE WALL

PROTECT STORM SEWER

PROTECT STORM SEWER STRUCTURE

PROTECT SANITARY SEWER

PROTECT SANITARY SEWER STRUCTURE

PROTECT WATERMAIN

PROTECT HYDRANT

PROTECT GATE VALVE

PROTECT TREE - REFER TO NOTE 6 ABOVE

REFER TO SHEET C1.3 - GRADING AND DRAINAGE PLAN FOR TREATMENT

R1

R1

R2

R3

R4

P1

P2

P3

P4

P5

P6

P7

P8

P9

P10

P11

P12

P13

P14

X1

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City- 0

4/0

4/1

7

City- 0

6/1

4/1

7

BASELINE FOR

DIMENSIONS: CORNER OF

BUILDING, PARALLEL/

PERPENDICULAR TO EAST

FACING WALL

4

0

.0

0

'

1

8

0

.0

0

'

1

2

0

.0

0

'

3

1

.0

0

'

SYNTHETIC

TURF FIELD

(120' x 180')

21,600 S.F.

7

C2.1

7

C2.1

7

C2.1

7

C2.1

5

C2.1

5

C2.1

CONCRETE WALK

9

C2.1

8

.0

0

'

2 - EMERALD LUSTRE

MAPLE (2-1/2" CAL)

10

C2.1

SEED & MULCH ALL

DISTURBED AREAS

SEED & MULCH ALL

DISTURBED AREAS

SEED & MULCH ALL

DISTURBED AREAS

SEED & MULCH ALL

DISTURBED AREAS

SEED & MULCH ALL

DISTURBED AREAS

NOTES:

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LEGEND

REFERENCE KEY TO SITE DETAILS

DETAIL I.D NUMBER (TOP)

DETAIL SHEET NUMBER (BOTTOM)

PROPOSED SYNTHETIC TURF FIELD

PROPERTY LINE

1

C2.1

5

C2.1

1. REFER TO SHEET T1.0 - TITLE SHEET FOR GENERAL NOTES.

2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB / TURF EDGE, UNLESS

OTHERWISE NOTED.

3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD

LAYOUT.

4. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING

BEFORE CONTRACTOR PROCEEDS WITH SEEDING.

5. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE SYNTHETIC

TURF SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED.

6. FAILURE OF SEED DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO

PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED ALL

APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE

SATISFACTION OF THE ENGINEER.

7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SEEDING , REFER TO

SPECIFICATION FOR PROCEDURE.

City- 0

4/0

4/1

7

City- 0

6/0

9/1

7

CB 1 (EXISTING)

RIM = 199.2

INV. = 195.60 (EXISTING - FIELD VERIFY)

CORE DRILL AND RECONSTRUCT

STRUCTURE AS REQUIRED. PROVIDE

FLEXIBLE JOINT AT CONNECTION.

CO 3

INV. = 199.00

2

C2.1

A

01.6

01.1

SYNTHETIC

TURF FIELD

(120' x 180')

21,600 S.F.

01.3

00.8

2

0

1

201

2

0

1

1

"x

1

2

" F

L

A

T

T

IL

E

WYE 2

INV. = 198.40

WYE 4

INV. = 198.68

WYE 3

INV. = 198.53

120' - 8" COLLECTOR

PIPE @ 0.50%

75' - 8" COLLECTOR PIPE

@ 0.59%

CONNECT FT AT

INV. = 198.26

CONNECT FT AT

INV. = 198.23

CONNECT FT AT

INV. = 198.77

181' - 6" DT @ 0.00%

INV. = 199.00

4

C2.1

129' - 12" PVC

(SDR 26) @ 0.70%

118' - 8" COLLECTOR

PIPE @ 0.85%

CONNECT FT AT

INV. = 198.76

CONNECT FT AT

INV. = 198.62

1

"x

1

2

" F

L

A

T

T

IL

E

1

"x

1

2

" F

L

A

T

T

IL

E

1

"x

1

2

" F

L

A

T

T

IL

E

1

"x

1

2

" F

L

A

T

T

IL

E

1

"x

1

2

" F

L

A

T

T

IL

E

1

"x

1

2

" F

L

A

T

T

IL

E

CONNECT FT AT

INV. = 198.49

CO 2

INV. = 198.44

4

C2.1

CO 1

INV. = 198.05

4

C2.1

5

C2.1

1

C2.1

1

C2.1

1

C2.1

6

C2.1

6

C2.1

MH 102

RIM = 200.0 (6" BURY DEPTH)

INV. = 196.50 E

INV. = 198.00 NW / SW

48" ID

R-1642

2

0

2

A

MH 101

RIM = 200.4

INV. = 193.5/ 193.7 (EXISTING - FIELD

VERIFY)

INV. = 195.45 (SW 6")

CORE DRILL AND RECONSTRUCT

STRUCTURE AS REQUIRED. PROVIDE

FLEXIBLE JOINT AT CONNECTION.

30' - 6" PVC (SDR 26)

@ 0.50%

WYE 5

INV. = 198.83

CONNECT FT AT

INV. = 198.90

REFER TO NOTES (SHEET

T1.) SPECIFICALLY CITY OF

SAINT PAUL REQUIREMENTS

A

SILT FENCE = 710 L.F.

ROCK CONSTRUCTION ENTRANCE = 35 C.Y.

SEDIMENT CONTROL DEVICE AT STORM SEWER INLET = 3

APPROXIMATE EROSION CONTROL DEVICE

QUANTITIES

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LEGEND

REFERENCE KEY TO SITE DETAILS

DETAIL I.D NUMBER (TOP)

DETAIL SHEET NUMBER (BOTTOM)

EXISTING CONTOUR

EXISTING SPOT ELEVATION

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

ME = MATCH EXISTING

PROPOSED FLAT TILE (FT)

PROPOSED DRAINTILE (DT)

PROPOSED STORM SEWER

APPROXIMATE SOIL BORING LOCATION

PROPOSED MANHOLE (MH)

PROPOSED CLEANOUT (CO)

SEDIMENT CONTROL DEVICE AT STORM SEWER INLET

PROPOSED SILT FENCE

PROPOSED ROCK CONSTRUCTION ENTRANCE

PROPERTY LINE

1

C2.1

202

02.5

5

C2.1

A

1. REFER TO SHEET T1.0 - TITLE SHEET FOR GENERAL NOTES.

2. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY

BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.

3. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.

4. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.

5. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENT, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING

ASSOCIATED RESTORATION.

6. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A

PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:

A. WIMCO TOP SLAB™ MODEL RD 27.

B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. SCB'S SHALL BE

SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND

PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, WITH A

GEOTEXTILE SOCK.

C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL, MN (615) 647-0950. DANDY BAG

SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT

EXISTING PAVED AREAS.

D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., DISTRIBUTED BY ESS BROTHERS,

9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING

SPECIFIED. PROVIDE FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.

E. OR APPROVED EQUAL.

DEWATERING

1. PREVENT SURFACE WATER AND SUBSURFACE (GROUND) WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING

THE SITE AND SURROUNDING AREA.

2. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOIL CHANGES DETRIMENTAL TO

STABILITY OF SUBGRADES AND FOUNDATIONS. PROVIDE AND MAINTAIN PUMPS, WELL POINTS, SUMPS, SUCTION AND

DISCHARGE LINES, AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM

EXCAVATIONS.

3. IF THE SOILS BECOME DISTURBED AND UNSTABLE, THEY SHALL BE REMOVED AND REPLACED WITH DRIER COMPACTED FILL.

ALTERNATIVELY, THE DISTURBED AND UNSTABLE SOILS MAY BE SCARIFIED, DRIED AND RECOMPACTED BACK INTO PLACE

UNDER FAVORABLE WEATHER CONDITIONS.

4. CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREAS. ESTABLISH AND

MAINTAIN TEMPORARY DRAINAGE DITCHES AND OTHER DIVERSIONS OUTSIDE EXCAVATION LIMITS FOR EACH STRUCTURE. DO

NOT USE TRENCH EXCAVATIONS AS TEMPORARY DRAINAGE DITCHES.

5. DO NOT PLACE FILL OR COMPACT FILL IN STANDING WATER OR OVER SOFTENED SOILS.

EROSION CONTROL NOTES

6

C2.1

1

C2.1

2

C2.1

1. ALL STORM SEWER PIPE SHALL BE PVC PIPE (ASTM D3034, SDR 26) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS

OTHERWISE NOTED.

5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:

a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL

STORM SEWER STRUCTURES.

b. ACCEPTABLE MANUFACTURERS / PRODUCTS:

i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”

ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”

ij. OR APPROVED EQUAL.

3. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY

LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION.

4. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR

CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE.

THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE

CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).

5. ABANDONING EXISTING SEWER SERVICES OR MAKING NEW CONNECTIONS TO CITY SEWER MUST BE DONE TO CITY

STANDARDS BY A LICENSED HOUSE DRAIN CONTRACTOR UNDER A PERMIT FROM PUBLIC WORKS SEWER SECTION

(651-266-6234).

6. THE CONTRACTOR SHALL, AT THE COMPLETION OF THE PROJECT, PROVIDE AS-BUILT DRAWINGS ILLUSTRATING ALL UTILITY

WORK INCLUDING STORM SEWER, WATERMAIN, DRAIN TILE AND SANITARY SEWER AND ALL APPURTENANCES WHICH WERE

INSTALLED OR ENCOUNTERED ON THE SITE. CONSTRUCTION RECORD DRAWINGS SHALL BE SUBMITTED TO:

ANCA SIMA

PUBLIC WORKS SEWERS DIVISION

700 CITY HALL ANNEX

25 WEST 4th STREET

SAINT PAUL, MN 55102

anca.sima@ci.stpaul.mn.us

UTILITY NOTES

1"x12" FLAT TILE

1.) Top of top nut of fire hydrant at the northeast quadrant of Territorial Road and Cromwell Avenue.

Elevation = 201.00 feet

2.) Top of top nut of fire hydrant at the northwest quadrant of Territorial Road and Hunt Place.

Elevation = 201.41 feet

Note: Elevations shown are based on City of St. Paul datum. Add 694.10 feet to convert to mean sea

level datum.

BENCHMARKS (FIELD VERIFY BEFORE USING)

5

C2.1

4

C2.1

The following is from the Storm Water Pollution Prevention Plan Narrative, Section 01 89 13 of the Project Manual. In accordance withSection 31 00 00, the Contractor shall be responsible for full implementation of and maintenance required by the SWPPP Narrative untilthe Notice of Termination is approved by the MPCA. Should differences arise between the SWPPP Narrative information describedbelow and the information contained within the SWPPP Narrative, bound into the Project Manual, the SWPPP in the Project Manualshall govern.

V. General Construction Sequence

A. Erosion Control Devices, noted herein, include:1. Silt fence2. Sediment Control Device at storm sewer inlets3. Sediment log4. Rock construction entrance5. Rock check dams6. Rip rap7. Storm water treatment basins8. Temporary sediment basins9. Storm sewer systems10. Temporary outlet pipes11. Erosion control blanket12. Temporary seeding13. Final seeding / sodding14. Temporary / permanent vegetation15. Other features identified by the Minnesota Pollution Control Agency, City or Engineer as a Best Management Practice (BMP) device.

B. Contractor shall apply for NPDES Phase II Permit within 24 hours of award of Contract.1. The Contractor shall post the permit in the job site trailer or other suitable temporary storage area.

C. Review the SWPPP and its sequencing and requirements. The Contractor shall notify the Engineer if site conditions, construction sequencing, or other items aredifferent or require modification from this written SWPPP. The Engineer will review the suggested modifications and amend the SWPPP accordingly.

D. Following review of the SWPPP plans commence with the following construction sequence:1. Install perimeter silt fence where indicated on the Drawings. Silt fence shall be as specified in Section 31 25 00.2. Have silt fence and other erosion control devices inspected by local authorities, as required by the local authority.3. Construct the rock construction entrance.4. Strip and stockpile topsoil from the entire site. Provide temporary seed and mulch on stockpile as described herein.5. Establish the concrete truck washout area and post with a sign.6. Construct the permanent storm sewer system.7. Construct Sediment Control Devices at proposed storm sewer inlets (hay bales around castings and silt fence under castings will not be acceptable).8. Begin synthetic turf field construction.9. Use a temporary irrigation system to keep seeded areas adequately watered.10. Remove temporary outlet devices.11. Provide final stabilization and cleanup of the site.

E. Provide maintenance to erosion control devices and BMP’s to comply with the requirements of the permit.

F. Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage of construction vehicles orequipment, immediately after the short-term activity has been completed. All sediment control practices shall be re-installed before the next precipitation event ifthe short term activity is not complete.

G. Inspect erosion control devices and provide routine maintenance as follows:1. Inspect erosion control a minimum of once per week and after each rain event measuring 0.5" or more. Record inspection on log posted in Contractor’s

construction trailer or other suitable temporary storage area.a. Records of each inspection and maintenance activity shall include:

(1) Date and time of inspections(2) Name of person conducting inspection(3) Findings of inspections, including recommendations for corrective actions(4) Corrective actions taken (including dates, times, and party completing maintenance activities(5) Date and amount of all rainfall events greater than one quarter inch (0.25 inch) in 24 hours(6) Documentation of changes made to the SWPPP as required by the NPDES General Stormwater Permit for Construction Activity (MN R100001)

b. Inspections are not required where the ground is frozen. The required inspectionsand maintenance schedule must begin within 24 hours after runoff occurs at the site or 24 hours prior to resuming construction, whichever comes first.

2. Provide maintenance for all devices as follows:a. Silt fences, sediment logs, and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see if fabric is securely

attached to support posts or structure, and to see that posts and devices are securely in place.b. Silt fences, sediment logs and erosion control devices at storm sewer inlets, and other erosion control devices shall be cleaned when sediment reaches

1/3 the height of the erosion control device, within 24 hours.c. Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sediment shall be removed and

replaced with fresh river rock.d. Repairs or replacements to all erosion control devices shall occur within 24 hours of discovery.e. Temporary diversion berms shall be inspected and any breaches promptly repaired.f. Tracked sediment from construction vehicles on to public streets and paved areas (including paved areas on the construction site) shall be removed

within 24 hours of discovery.g. Removal of sediment and restabilization of Surface Waters shall be accomplished within 7 days of discovery (note: surface waters include curb and

gutter, pavements, storm sewer, swales, or other similar storm water conveyance devices).h. Inlet protection may be removed if a local unit of government directs the permitee to do so because of a specific safety concern.

H. Provide dewatering of excavations as identified in Section 31 00 00.

I. Temporary Soil Stockpiles:1. Temporary soil stockpiles shall not be placed in surface waters of the state, including surface conveyances such as curb and gutter, swales, or ditches.2. Install silt fence at the base of the temporary soil stockpile (full perimeter).3. Temporary soil stockpiles shall be seeded with temporary seed mix and hydromulch when stockpiles are left inactive for seven (7) days. Note, this does not

apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean aggregate stockpiles, clean rock, clean sand andsimilar clean aggregates).

J. Stabilize denuded areas within the following number of days of last construction activity (temporary or permanent) in that area:1. Within 7 days, except:

a. Temporary soil stockpiles shall be treated with appropriate erosion control measure, including silt fence and temporary seeding when stockpiles areleft inactive for periods longer than 7 days. Note, this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organiccomponents (clean aggregate stockpiles, clean rock, clean sand and similar clean aggregates).

K. Provide maintenance of all seeded areas until fully established.

L. Provide cleaning of storm sewer system at the completion of the project. Cleaning shall include removal of accumulated sediment from all surface waters asdefined by the permit (for example, curb and gutter, pavements, swales, and storm sewer piping and structures).

M. Remove silt fence and erosion control devices at storm sewer inlets following full establishment of site vegetation. Dispose materials properly off-site.

N. Apply for Notice of Termination (NOT) with MPCA. NOT must be submitted within 30 days after:1. Site has undergone Final Stabilization (at least 80% vegetative cover), and2. Removal of all temporary erosion control measures (silt fence, etc.), and3. Final cleanout and maintenance of all permanent storm water facilities, and

4. Completion of all maintenance activities and site cleanup.

EXCERPT FROM THE SWPPP NARRATIVE

8

C2.1

City- 0

4/0

4/1

7

City- 0

6/1

4/1

7

FIE

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C

ON

ST

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F T

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S

ain

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nth

on

y R

ec

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atio

n C

en

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89

0 C

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ST

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51

14

SIT

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AIL

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17060

02/15/2017

MLB

DA

R

6

ROCK CONSTRUCTION

ENTRANCE

EXISTING PAVEMENT TO REMAIN

2" TO 3" WASHED ROCK

NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC

ENTERS OR EXITS THE CONSTRUCTION SITE

6" MINIMUM THICKNESS

5

0

'

M

I

N

I

M

U

M

SILT FENCE

NORMAL USE

POSTS:

(IF USED WITHOUT

SUPPORT FENCE)

WOOD

2" SQ. (MIN)

@ 4' (MAX)

SPACING

METAL

1.0 lbs/lf (MIN.) "T" OR

"U" SECTION @ 4'

(MAX) SPACING

DIR

EC

TIO

N O

F

RU

NO

FF

FL

O

W

NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH

HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES

5' MIN. LENGTH POST

SILT FENCE FABRIC

OVERLAP FABRIC 6" AND

FASTEN @ 2' INTERVALS

EXTEND WIRE MESH INTO TRENCH

FABRIC ANCHORAGE

TRENCH BACKFILL WITH

TAMPED NATURAL SOIL

6" MIN.

6" MIN.

NATURAL SOIL

24" MIN. BURY DEPTH

30" MIN.

METAL STAKE OR

WOOD POST

OPTIONAL SUPPORT

FENCE (WIRE MESH)

FLAT DT TO COLLECTOR PIPE

CONNECTION

GRANITE (POROUS AGGREGATE)

TRAP ROCK (POROUS AGGREGATE)

TURF CARPET WITH IN-FILL BY OTHERS

SAND

SUBBASE

PREPARED SUBGRADE

SUBGRADE ELEVATION

VARIES - REFER TO PLAN

AND DETAILS

1" x 12" FLAT TILE

8" COLLECTOR PIPE

4" DRAIN TILE

12" FLAT AdvanEDGE

OUTLET ADAPTER

22° BEND

4 x 8 WYE

4 x 8 WYE

4" DRAIN TILE

12" FLAT AdvanEDGE

OUTLET ADAPTER

1" x 12" FLAT TILE

SECTION

PLAN

8" COLLECTOR PIPE

8" COLLECTOR PIPE

NOTE:

ATTACH A GREEN #12 SOLID

COPPER TRACER WIRE WITH

BROWN STRIPE TO PIPE AT 3'

0.C. WITH PLASTIC ZIP-TIES

(OR APPROVED EQUAL).

CLEANOUT ASSEMBLY

MCDONALD 74M "A"

SERIES CAST IRON

METER PIT FRAME

AND COVER

FITTING HUB WITH 4"

THREADED PLUG. APPLY

TEFLON THREAD TAPE,

OR APPROVED EQUAL,

OVER THREADS.

FINISH GRADE

LEAVE 24" OF EXCESS

WIRE AT SURFACE

TRACER WIRE

MAIN

RE

FE

R T

O P

LA

N

15"

11

1

2

"

4"

PIPE BEDDING - PVC

NOTES:

TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.

UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100%

STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL

SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY.

SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.

DEPTH (VARIES)

6" MIN.

1/8 O.D.

(6" MIN.)

O.D. + 2' (MAX)

PIPE DIA.

FINAL SUBGRADE

HAND TAMPED

SAND

TURF SECTION AT

PRACTICE FIELD

6" DEPTH

3

4

" GRANITE

(POROUS AGGREGATE)

2" DEPTH TRAP ROCK

(POROUS AGGREGATE)

TURF CARPET WITH

IN-FILL - BY OTHERS

GEOTEXTILE

FABRIC

SAND

SUBBASE

GRASS

2"

1" x 12"

FLAT TILE

1" x 12"

FLAT TILE

8" COLLECTOR PIPE -

ELEVATION VARIES -

REFER TO PLAN

6" DRAIN TILE

INV. = 199.00

3" MIN. PEA ROCK

AROUND DRAINTILE

3" MIN. PEA ROCK

AROUND DRAINTILE

GEOTEXTILE FABRIC

GEOTEXTILE

FABRIC

1

1

MIN. 6"

TOPSOIL

FIELD CURB

7

C2.1

SAND INV. = 199.00

30" MIN

STORM SEWER MANHOLE

48"

FL

OW

FL

OW

6

1

BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT,

OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH

COVER SHALL BE

STAMPED

"STORM SEWER"

"RIM ELEVATION"

PRECAST COVER -

8" THICK

STEPS - INSTALL ON

DOWNSTREAM SIDE

@ 16" O.C.

RUBBER GASKET -

TYP AT ALL JOINTS

PRECAST CONCRETE

SECTION

PROVIDE FLEXIBLE

JOINT - REFER TO

SPECS

GROUT SHELF AND

CHANNELS

PROVIDE FLEXIBLE JOINT -

REFER TO SPECS

STORM SEWER PIPE - SEE

PLAN FOR LOCATION,

INVERT, AND SIZES

MIN. 2 AND MAX. 5 ADJUSTING

RINGS. GROUT BETWEEN

RINGS, CASTING, AND ALONG

OUTSIDE.

METAL SEWER CASTING - REFER

TO PLAN FOR TYPE

City- 0

4/0

4/1

7

12" CURB & SYNTHETIC TURF

12"

PREPARED

SUBGRADE

DRAINAGE FABRIC

(MIRAFI #180N)

1"x12" "FLAT" DRAIN TILE

12"X14" CONCRETE

CURB - REFER

TO PLAN FOR

LOCATION AND

LIMITS

NAILER BOARD

FASTENED TO CURB

1" RADIUS (TYP) EXCEPT FOR

AREA ABUTTING PAVEMENT

WHERE IT SHALL BE 1/2" RAD.

GRASS

6" GRANITE (POROUS

AGGREGATE)

2" TRAP ROCK

(POROUS AGGREGATE)

TURF CARPET WITH IN-FILL

SAND SUBBASE

CONCRETE WALK/SLAB

2" MIN.

5" (MIN) CONCRETE WALK

4" SAND BASE

SOD FLUSH WITH TOP OF WALK

COMPACTED SUBGRADE

PROVIDE 2% CROSS SLOPE (TYP)

REFER TO GRADING PLAN FOR

DIRECTION

DOWNHILL

SIDE

UPHILL

SIDE

1"

SOD RECESSED 1" BELOW TOP OF WALK

City- 0

6/1

4/1

7

1'-0"

MIN

1'-0"

MIN

2.5 X BALL DIA. MIN.

DECIDUOUS TREE

EXPOSE ROOT FLARE AND SET AT

GRADE

SHREDDED HARDWOOD MULCH

(4" MIN DEPTH)

PLANTING SOIL (MIN. DIMENSION

SHOWN)

SOIL SAUCER: USED PREPARED

SOIL (4" MIN.)

REMOVE BURLAP AND ROPES FROM

TOP 1/3rd OF ROOT BALL, CUT WIRE

BASKET DOWN TO SECOND

HORIZONTAL WIRE FROM THE

BOTTOM, AND DISPOSE OF OFF-SITE.

PREPARED SUBSOIL TO FORM

PEDESTAL TO PREVENT SETTLING.

CONTRACTOR IS RESPONSIBLE TO

MAINTAIN TREES IN A PLUMB POSITION

THROUGHOUT THE MAINTENANCE PERIOD.