county road i and recreation/rice creek north...county road i fairview ave ... mndot hydraulic...

NO. BYDATE DESCRIPTION OF REVISIONS

DESIGNED

DRAWN

CHECKED

PROJ. NO.

DRAWING NO.

BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCHON THIS DRAWING ADJUST SCALES ACCORDINGLY.

ALL CONTRACTORS AND SUBCONTRACTORSSHALL VERIFY ALL DIMENSIONS BY

MEASUREMENT AT THE BUILDING AND/OR SITE

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Sep

18,

201

9 - 1

2:10

pm

444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.com

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PRINTED NAME:SIGNATURE:

LIC. NO.:DATE:

G001KEY PLAN

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BDP BRENT D. PAULSEN 268808-22-191 8-22-19 AMK BIDDING DOCUMENTS

--- --- --- ------ --- --- ------ --- --- ------ --- --- --- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.

17452.003

SHEET C200SHEET C300


SCALE IN FEET

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SHEET C302

SHEET C203

RAMSEY COUNTY PARKSMNDOT MAINTENANCE FACILITY

AHATS FACILITY

CO

UN

TY RO

AD I

FAIRVIEWAVEFUTURE ℄

TCAAP TRAILHEADACCESS ROAD

AHATS SERVICE ROAD

LEGEND

PROPERTY LINE

CONSTRUCTION LIMITS

PARCEL C




SHEET C203

FUTURE ℄

TCAAP TRAILHEADDACCESS ROAD


DESIGNED

DRAWN

CHECKED

PROJ. NO.

DRAWING NO.




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2 9-19-19 BDP ADDENDUM NO. 1--- --- --- ------ --- --- ------ --- --- --- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS


17452.003

LEGEND

PROPERTY LINE

CONSTRUCTION LIMITS

AGGREGATE SURFACEDAHATS SERVICE ROADSEE DETAIL 4/C500

PROPOSED FENCESEE SHEET C204

IMPORT 4" OF TOPSOIL MNDOT MIX 25-121AT 100 LBS/AC. MNDOT TYPE 3 FERTILIZERAT 350 LBS/AC. MNDOT HYDRAULICREINFORCED FIBER MATRIX AT 3900 LB/AC.SEE SPECIFICATIONS

SILT FENCE. SEE DETAIL 2/C504

ROCK FILTER LOG. SEE DETAIL 1/C504

SCALE IN FEET

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66' TEMPORARYCONSTRUCTION

EASEMENT

66' SHARED USEROAD CORRIDOR

20'

EXIS

TIN

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R20'

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10'

GENERAL SITE NOTES:1. ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF GRAVEL

UNLESS OTHERWISE NOTED.2. CONTRACTOR TO VERIFY HORIZONTAL LOCATION AND ELEVATION

WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE ORSITE FEATURE IS TO BE MADE.

3. CONTRACTOR SHALL STAY WITHIN CONSTRUCTION LIMITS UNLESSAPPROVED OTHERWISE BY THE OWNER OR OWNER'SREPRESENTATIVE. THE WORK ZONE IMPACT SHALL BE KEPT ASMINIMAL AS POSSIBLE DURING CONSTRUCTION.

4. LAYOUT NOTES: ROADWAYS AND CONSTRUCTION LIMITS SHALL BEFIELD STAKED BY CONTRACTOR. CONTRACTOR WILL NEEDAPPROVAL BY RAMSEY COUNTY REPRESENTATIVE PRIOR TOCOMMENCING CONSTRUCTION. CONTRACT ITEMS LAID OUT ANDINSTALLED INCORRECTLY WITHOUT PRIOR REVIEW BY RAMSEYCOUNTY REPRESENTATIVE WILL BE REMOVED AND REINSTALLED ATCONTRACTOR'S OWN EXPENSE. CONTRACTOR SHALL NOTIFYOWNER OF ANY DISCREPANCIES OR VARIATION FROM PLAN.

RESTORATION NOTES:1. CONTRACTOR SHALL PERMANENTLY RESTORE ALL LAYDOWN AND

STOCKPILE LOCATIONS WITH 4" OF IMPORTED TOPSOIL, MNDOT MIX25-121 AT 100 LBS/AC, MNDOT TYPE 3 FERTILIZER AT 350 LBS/AC ANDMNDOT HYDRAULIC REINFORCED FIBER MATRIX AT 3900 LBS/AC IFREQUIRED.

2. TEMPORARY STABILIZATION (UNDER 3 MONTHS) SHALL BE PROVIDEDWITH MNDOT HYDRAULIC MULCH MATRIX AT 2500 LBS/AC. MNDOTSPEC 2575.3E.

3. HYDRAULIC REINFORCED FIBER MATRIX SHALL BE INSTALLEDBEFORE WINTER. IF SEEDING IS NOT COMPLETED BEFORE MULCH,SEEDING SHALL BE DRILL INTERSEEDED PER MNDOT SPEC.2575.3.B.5.

4. CONTRACTOR SHALL RE-SEED AS REQUIRED USING INTERSEEDINGMETHODS PER MnDOT 2575.3.

5. CONTRACTOR SHALL IMPORT SUFFICIENT TOPSOIL TO PROVIDE AMINIMUM 4 INCH DEPTH (COMPACTED) TO ALL DISTURBED AREAS TOBE SEEDED, UNLESS OTHERWISE NOTED. ALL DISTURBED AREAS TORECEIVED SEED/TURF ESTABLISHMENT TOPSOIL SHALL BE IN ARELATIVELY DRY STATE WHEN PLACED. FINE GRADE TOPSOIL TOELIMINATE ROUGH OR LOW SPOTS. MANUALLY SPREAD TOPSOILCLOSE TO TREES, PLANTS, AND PAVEMENT TO PREVENT DAMAGE.

6. TOPSOIL IMPORT SHALL CONFORM TO MNDOT 3877 COMMONTOPSOIL BORROW REQUIREMENTS

7. TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS ANDSHALL BE ACCORDING TO MNDOT 2575, EXCEPT AS MODIFIED. TURFESTABLISHMENT SHALL OCCUR WITHIN TWO (2) WEEKS OFCOMPLETING THE GRADING. CONTRACTOR WILL BE RESPONSIBLEFOR MAINTAINING WATERING ALL SEEDING DURING INSTALLATIONAND FOR A 60-DAY ESTABLISHMENT PERIOD AFTER ACCEPTANCE. CONTRACTOR IS REQUIRED TO WATER AND MOW TURF AREAS.

EROSION NOTES:1. ALL EROSION CONTROL DEVICES SHALL BE IN ACCORDING TO

MNDOT 2573, AS SHOWN ON THE DRAWINGS, AND SHALL BEINSTALLED PRIOR TO START OF CONSTRUCTION.

FUTURE ℄

AHATS SERVICE ROAD

XS

2


DESIGNED

DRAWN

CHECKED

PROJ. NO.

DRAWING NO.




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C201SITE PLAN

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2 9-19-19 BDP ADDENDUM NO. 1--- --- --- ------ --- --- ------ --- --- --- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS


17452.003

SEE

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200

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20'

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EASEMENT


10'

FUTURE ℄

AHATS SERVICE ROAD

LEGEND

PROPERTY LINE

CONSTRUCTION LIMITS


PROPOSED FENCESEE SHEET C204

IMPORT 4" OF TOPSOILMNDOT MIX 25-121AT 100 LBS/AC.MNDOT TYPE 3 FERTILIZERAT 350 LBS/AC.MNDOT HYDRAULIC REINFORCEDFIBER MATRIX AT 3900 LB/AC.SEE SPECIFICATIONS.


X

XS

GENERAL SITE NOTES:1. ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF GRAVEL

UNLESS OTHERWISE NOTED.2. CONTRACTOR TO VERIFY HORIZONTAL LOCATION AND ELEVATION

WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE ORSITE FEATURE IS TO BE MADE.

3. CONTRACTOR SHALL STAY WITHIN CONSTRUCTION LIMITS UNLESSAPPROVED OTHERWISE BY THE OWNER OR OWNER'SREPRESENTATIVE. THE WORK ZONE IMPACT SHALL BE KEPT ASMINIMAL AS POSSIBLE DURING CONSTRUCTION.

4. LAYOUT NOTES: ROADWAYS AND CONSTRUCTION LIMITS SHALL BEFIELD STAKED BY CONTRACTOR. CONTRACTOR WILL NEEDAPPROVAL BY RAMSEY COUNTY REPRESENTATIVE PRIOR TOCOMMENCING CONSTRUCTION. CONTRACT ITEMS LAID OUT ANDINSTALLED INCORRECTLY WITHOUT PRIOR REVIEW BY RAMSEYCOUNTY REPRESENTATIVE WILL BE REMOVED AND REINSTALLED ATCONTRACTOR'S OWN EXPENSE. CONTRACTOR SHALL NOTIFYOWNER OF ANY DISCREPANCIES OR VARIATION FROM PLAN.

RESTORATION NOTES:1. CONTRACTOR SHALL PERMANENTLY RESTORE ALL LAYDOWN AND

STOCKPILE LOCATIONS WITH 4" OF IMPORTED TOPSOIL, MNDOT MIX25-121 AT 100 LBS/AC, MNDOT TYPE 3 FERTILIZER AT 350 LBS/AC ANDMNDOT HYDRAULIC REINFORCED FIBER MATRIX AT 3900 LBS/AC IFREQUIRED.

2. TEMPORARY STABILIZATION (UNDER 3 MONTHS) SHALL BE PROVIDEDWITH MNDOT HYDRAULIC MULCH MATRIX AT 2500 LBS/AC. MNDOTSPEC 2575.3E.

3. HYDRAULIC REINFORCED FIBER MATRIX SHALL BE INSTALLEDBEFORE WINTER. IF SEEDING IS NOT COMPLETED BEFORE MULCH,SEEDING SHALL BE DRILL INTERSEEDED PER MNDOT SPEC.2575.3.B.5.

4. CONTRACTOR SHALL RE-SEED AS REQUIRED USING INTERSEEDINGMETHODS PER MnDOT 2575.3.

5. CONTRACTOR SHALL IMPORT SUFFICIENT TOPSOIL TO PROVIDE AMINIMUM 4 INCH DEPTH (COMPACTED) TO ALL DISTURBED AREAS TOBE SEEDED, UNLESS OTHERWISE NOTED. ALL DISTURBED AREAS TORECEIVED SEED/TURF ESTABLISHMENT TOPSOIL SHALL BE IN ARELATIVELY DRY STATE WHEN PLACED. FINE GRADE TOPSOIL TOELIMINATE ROUGH OR LOW SPOTS. MANUALLY SPREAD TOPSOILCLOSE TO TREES, PLANTS, AND PAVEMENT TO PREVENT DAMAGE.

6. TOPSOIL IMPORT SHALL CONFORM TO MNDOT 3877 COMMONTOPSOIL BORROW REQUIREMENTS

7. TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS ANDSHALL BE ACCORDING TO MNDOT 2575, EXCEPT AS MODIFIED. TURFESTABLISHMENT SHALL OCCUR WITHIN TWO (2) WEEKS OFCOMPLETING THE GRADING. CONTRACTOR WILL BE RESPONSIBLEFOR MAINTAINING WATERING ALL SEEDING DURING INSTALLATIONAND FOR A 60-DAY ESTABLISHMENT PERIOD AFTER ACCEPTANCE. CONTRACTOR IS REQUIRED TO WATER AND MOW TURF AREAS.

EROSION NOTES:1. ALL EROSION CONTROL DEVICES SHALL BE IN ACCORDING TO

MNDOT 2573, AS SHOWN ON THE DRAWINGS, AND SHALL BEINSTALLED PRIOR TO START OF CONSTRUCTION.

2


DESIGNED

DRAWN

CHECKED

PROJ. NO.

DRAWING NO.




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LIC. NO.:DATE:

C202SITE PLAN

AMK

LTW


2 9-19-19 BDP ADDENDUM NO.1--- --- --- ------ --- --- ------ --- --- --- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS


17452.003

SCALE IN FEET

0 10 20 40

20'


EASEMENT


10'

SEE

SHEE

T C

201

FOR

CO

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FUTURE ℄

AHATS SERVICE ROAD

LEGENDCONSTRUCTION LIMITS

PROPERTY LINE

SURMOUNTABLE CURB & GUTTER, TYPE D418SEE DETAIL 1/C500

PROPOSED SIGNSEE DETAIL C506 AND C507 FOR POST

BITUMINOUS PAVEMENTSEE DETAIL 2/C500


CONCRETE PAVEMENTSEE DETAIL 3/C500

PROTECT MONITORING WELL

PROPOSED FENCE, SEE SHEET C204

IMPORT 4" OF TOPSOILMNDOT MIX 25-121 AT 100 LBS/AC.MNDOT TYPE 3 FERTILIZER AT 350 LBS/AC.MNDOT HYDRAULIC REINFORCED FIBER MATRIX AT 3900 LBS/AC.SEE SPECIFICATIONS

INFILTRATION AREAMNDOT NATIVE SEED MIX 33-261 AT 35 LBS/AC.MNDOT TYPE 1 FERTILIZER AT 300 LBS/AC.MNDOT HYDRAULIC REINFORCED FIBER MATRIX AT 3900 LBS/AC.


ROCK FILTER LOG. SEE DETAIL 1/C504

INLET PROTECTION. SEE DETAIL 3/C504

X

EXISTINGGRAVELROAD

R20' R20'

R5' R5'

10'

40'

12' X 24" WHITEPAINT STOP BAR

12' X 24" WHITEPAINT STOP BAR

4" WHITE SOLIDPAINT STRIPING

5.5'SHOULDER

12'

12'

5.5'SHOULDER

4" WHITE SOLIDPAINT STRIPING

4" YELLOW10-30-10DASH PAINTSTRIPING

R34'

PROPOSEDINFILTRATIONBASIN

R30'

R20'

10' CURB

TAPER

10' C

UR

BTA

PER

BOLLARDSEE DETAIL 1/C501


EXIS

TIN

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J BARRIERMNDOT STD.PLATE 8337


J BARRIERMNDOT STD.PLATE 8337

35'

SEE SHEET C203 FOR CONTINUATION

XS

XS

XS

GENERAL SITE NOTES:1. ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF GRAVEL UNLESS OTHERWISE NOTED.2. CONTRACTOR TO VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING

PAVEMENT, STRUCTURE OR SITE FEATURE IS TO BE MADE. 3. CONTRACTOR SHALL STAY WITHIN CONSTRUCTION LIMITS UNLESS APPROVED OTHERWISE BY THE

OWNER OR OWNER'S REPRESENTATIVE. THE WORK ZONE IMPACT SHALL BE KEPT AS MINIMAL ASPOSSIBLE DURING CONSTRUCTION.

4. LAYOUT NOTES: ROADWAYS AND CONSTRUCTION LIMITS SHALL BE FIELD STAKED BY CONTRACTOR. CONTRACTOR WILL NEED APPROVAL BY RAMSEY COUNTY REPRESENTATIVE PRIOR TO COMMENCINGCONSTRUCTION. CONTRACT ITEMS LAID OUT AND INSTALLED INCORRECTLY WITHOUT PRIOR REVIEW BYRAMSEY COUNTY REPRESENTATIVE WILL BE REMOVED AND REINSTALLED AT CONTRACTOR'S OWNEXPENSE. CONTRACTOR SHALL NOTIFY OWNER OF ANY DISCREPANCIES OR VARIATION FROM PLAN.

5. PAINT STRIPING SHALL CONFORM TO PAVEMENT MARKINGS IN SPECIFICATIONS.6. CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND SUBMIT TO RAMSEY COUNTY FOR

REVIEW. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO AND BE PLACED INACCORDANCE WITH THE LATEST EDITION OF "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES", INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".

RESTORATION NOTES:20. CONTRACTOR SHALL PERMANENTLY RESTORE ALL LAYDOWN AND STOCKPILE LOCATIONS WITH 4" OF

IMPORTED TOPSOIL, MNDOT MIX 25-121 AT 100 LBS/AC, MNDOT TYPE 3 FERTILIZER AT 350 LBS/AC ANDMNDOT HYDRAULIC REINFORCED FIBER MATRIX AT 3900 LBS/AC IF REQUIRED.

21. TEMPORARY STABILIZATION (UNDER 3 MONTHS) SHALL BE PROVIDED WITH MNDOT HYDRAULIC MULCHMATRIX AT 2500 LBS/AC. MNDOT SPEC 2575.3E.

22. HYDRAULIC REINFORCED FIBER MATRIX SHALL BE INSTALLED BEFORE WINTER. IF SEEDING IS NOTCOMPLETED BEFORE MULCH, SEEDING SHALL BE DRILL INTERSEEDED PER MNDOT SPEC. 2575.3.B.5.

23. CONTRACTOR SHALL RE-SEED AS REQUIRED USING INTERSEEDING METHODS PER MnDOT 2575.3.24. CONTRACTOR SHALL IMPORT SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED)

TO ALL DISTURBED AREAS TO BE SEEDED, UNLESS OTHERWISE NOTED. ALL DISTURBED AREAS TORECEIVED SEED/TURF ESTABLISHMENT TOPSOIL SHALL BE IN A RELATIVELY DRY STATE WHEN PLACED.FINE GRADE TOPSOIL TO ELIMINATE ROUGH OR LOW SPOTS. MANUALLY SPREAD TOPSOIL CLOSE TOTREES, PLANTS, AND PAVEMENT TO PREVENT DAMAGE.

25. TOPSOIL IMPORT SHALL CONFORM TO MNDOT 3877 COMMON TOPSOIL BORROW REQUIREMENTS26. TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE ACCORDING TO MNDOT

2575, EXCEPT AS MODIFIED. TURF ESTABLISHMENT SHALL OCCUR WITHIN TWO (2) WEEKS OFCOMPLETING THE GRADING. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING WATERING ALLSEEDING DURING INSTALLATION AND FOR A 60-DAY ESTABLISHMENT PERIOD AFTER ACCEPTANCE. CONTRACTOR IS REQUIRED TO WATER AND MOW TURF AREAS.

EROSION NOTES:1. ALL EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH TO MNDOT 2573, AS SHOWN ON THE

DRAWINGS, AND SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION.

20'

FUTUREMONUMENT

SIGN(BY OTHERS)

ROIN

OSLT

AS

DAT

NN

BAA

PRFIL

N

PL

OPORA

OASE

OS

XS

XS

XS

XS

XS XS

SEE SHEETSC506 AND C507 FOR

INSTALLATION DETAILS

XXXXXXXXXXSXSSSSSSSXXXXXXXXXXXXXXSXXXXXXXXXSSSXSXSSSSSSSSSSSSS

(4) 4'x4' SCOURSTOPINSTALL AT OVERFLOW

PERPENDICULAR TO FLOW

2

2

2

2

county road i and recreation/rice creek north...county road i fairview ave ... mndot hydraulic...

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