HomeMy WebLinkAboutParking lot project manual-1992 '
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� Hennepin Parks
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CONSTRUCTION OF A PARKING LOT AT
� NOERENBERG MEMORIAL COU1V�'Y PAR,K
, SEPTEMBER 29, 1992
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PROJECT
� 1��IANUAL
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� Suburban Hennepin Regional Park District
Department of Planning & Engineering
' 12615 County Road 9,
Plymouth, MN 55441-1248
612/559-9000, Fax 612/559-3287
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' CONSTRUCTION OF A PARKING LOT AT
NOERENBERG MEMORIAL COUNTY PARK
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SUBURBAN HENNEPIN REGIONAL PARK DISTRICT
' 12615 COUNTY ROAD 9
PLYMOUTH, MN 55441-1248
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TABLE OF CONTENTS
' �TI�N TITLE
' TITLE PAGE
TABLE OF CONTENTS
' ADVERTISEMENT FOR BIDS
' LOCATION MAP
INSTRUCTIONS TO BIDDERS
, PREVAILING WAGE RATE
PROPOSAL FORM
ICONTRACT FORM
' A. GENERAL CONDITIONS
B. SPECIAL CONDITIONS
' SOILS REPORT
C. TECHNICAL SPECIFICATIONS
ID• SPECIAL PROVISIONS TO THE TECHNICAL
SPECIFICATIONS
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' I HEREBY CERTIFY THAT THIS SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ��'.,�",� UNDER THE�
LAWS OF THE STATE OF MINNESOTA. ��y� ���
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NAME
' DATE �_�� �`� �'Z REGISTRATION N0. �2�21(-
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(OFFICIAL PUBLICATION>
' ADVERTISEMENT FOR BIDS
SUBURBAN HENNEPIN REGIONAL PARK DISTRICT
' HENNEPIN COUNTY, MINNESOTA
FOR CONSTRUCTI0�1 OF A PARKING LOT AT
NOERENBERG MEMORIAL COUNTY PARK
' NOTICE IS HEREBY GIVEN THAT SEALED BIDS WILL BE RECEIVED IN THE OFFICE OF THE
SUPERINTENDENT, SUBURBAN HENNEPIN REGIONAL PARK DISTRICT, 12615 COUNTY ROAD 9,
' PLYMOUTH, MN 55441-1248 AND OPENED BY THE SUPERINTENDENT AT 2:45 P.M. ,
C.D.T. , ON SEPTEMBER 29, 1992 FOR FURNISHING ALL LABOR, MATERIALS, EQUIPMENT
AND SKILL REQUIRED FOR WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
' THE WORK INCLUDES GRADING, BITUMINOUS PAVING, CURB AND GUTTER AND EXCAVATION OF
A STORM WATER RETENTION POND.
PROPOSAL FORMS AND OTNER CONTRACT DOCUMENTS ARE ON FILE IN THE OFFICE OF THE
' SUPERINTENDENT, 12615 COUNTY ROAD 9, PLYMOUTH, MN 55441-1248, THE MINNEAPOLIS
AND ST. PAUL BUILDERS' EXCHANGES, AND THE PLAN ROOM OF F. W. DODGE AND
CONSTRUCTION BULLETIN.
' BIDDERS MAY OBTAIN COMPLETE SETS OF DRAWINGS AND SPECIFICATIONS FROM THIS
OFFICE, LOCATED ON COUNTY ROAD 9, PLYMOUTH, MN, UPON DEPOSIT OF FIFTEEN DOLLARS
, ($15.00) FOR EACH SET. DEPOSITS WILL BE REFUNDED UPON RETURN OF THE DRAWINGS
AND SPECIFICATIONS IN GOOD CONDITION WITHIN TEN (10) DAYS AFTER BIDS ARE
OPENED.
' THE CURRENT MINIMUM WAGE RATE PER HOUR TO BE PAID FOR EACH CLASSIFICATION OF
WORK SHALL BE THE LOCAL PREVAILING RATE, INCLUDING FRINGE BENEFITS AS DEFINED
� IN MINNESOTA STATUTE 177.42.
' NO BID WILL BE CONSIDERED UNLESS SEALED AND FILED WITH THE SUPERINTENDENT
BEFORE THE STATED BID TIME AND ACCOMPANIED BY A BIDDER'S BOND OR CERTIFIED
CHECK MADE PAYABLE WITHOUT RECOURSE TO THE SUBURBAN HENNEPIN REGIONAL PARK
' DISTRICT IN AN AMOUNT EQUAL TO 5X OF THE BASE BID. A PERFORMANCE BOND AND A �
LABOR AND MATERIAL PAYMENT BOND IN THE FULL AMOUNT OF THE CONTRACT SUM WILL BE
REQUIRED OF THE SUCCESSFUL BIDDER.
' NO BID MAY BE WITHDRAWN FOR A PERIOD OF FORTY-FIVE (45) �CALENDAR DAYS AFTER
BIDS ARE OPENED. THE BOARD RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO
' WAIVE IRREGULARITIES AND FORMALITIES �N ORDER TO AWARD THE CONTRACT IN THE BEST
INTERESTS OF THE SUBURBAN HENNEPIN REGIONAL PARK DISTRICT.
BY ORDER OF THE BOARD OF COMMISSIONERS
' SUBURBAN HENNEPIN REGIONAL PARK DISTRICT
'
DOUGLAS F. BRYANT .
, SUPERINTENDENT &
SECRETARY TO THE BOARD
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�:[ENNEP'IN r�,oE�r�� r��o�u� courrrY n�c
P�ARK�S °�:
' LOCATION PLAN �M,,,�;
ncoeoTucuT nC �I e1��11Nr ��W1 CINr_11dC�ilIIN[: SSO.af1AA lMEET OF
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INSTRUCTIONS TO BIDDERS
' 1 . SEALED BIDS FOR GARDEN DEVELOPMENT AT NOERENBERG MEMORIAL COUNTY PARK FOR
THE SUBURBAN HENNEPIN REGIONAL PARK DISTRICT, WILL BE RECEIVED AND OPENED
� AT THE OFFICE OF THE SUPERINTENDENT, SUBURBAN HENNEPIN REGIONAL PARK
DISTRICT HEADQUARTERS, 12615 COUNTY ROAD 9, PLYN�UTH, MINNESOTA 55441-1248
AT 2:45 P.M. �N SEPTEMBER 29, 1992.
' 2. DEFINITIONS:
A. OWNER. "OWNER" SHALL MEAN THE SUBURBAN HENNEPIN REGIONAL PARK
' DISTRICT AND ITS DULY AUTHORIZED OFFICIALS.
DOUGLAS F. BRYANT, SUPERINTENDENT
' SUBURBAN HENNEPIN REGIONAL PARK DISTRICT
12615 COUNTY ROAD 9
PLYMOUTH, MN 55441-1248
' B. CONTRACTOR. "CONTRACTOR° SHALL MEAN THE PERSON, FIRM OR ORGANIZATION
THAT IS AWARDED THE CONTRACT FOR THE CONSTRUCTION OF ANY DIVISION OF
THE PROJECT DESCRIBED IN THESE DRAWINGS AND SPECIFICATIONS.
' C. CONSULTANT. "CONSULTANT" SHALL MEAN THE DULY AUTHORIZED
REPRESENTATIVE OF THE OWNER.
' 3. AWARD OF BID. EXECUTION OF CONTRACT:
A. THE SUBURBAN HENNEPIN REGIONAL PARK DISTRICT BOARD OF COMMISSIONERS
, WILL MEET ON OCTOBER 8, 1992 TO CONSIDER THE BIDS. ACCEPTANCE OF A
PROPOSAL SHA�L BIND THE BIDDER TO PROVIDE BONDS AND CERTIFICATES AND
TO EXECUTE A CONTRACT, THE FORM OF WHICH IS INCLUDED IN THESE
' SRECIFICATIONS, �tITHIN TEN (10> DAYS AFTER NOTIfICATION OF SUCH AWARD.
4. FORM OF PROPOSALS:
' A. ALL PROPOSALS MUST BE SUBMITTED ON THE UNALTERED FORMS PROVIDED AND
IN- CLUDED WITH THESE SPECIFICATIONS. EACH PROPOSAL MUST BE SUBMITTED
IN A SEALED ENVELOPE CLEARLY MARKED:
' DOUGLAS F. BRYANT, SUBURBAN HENNEPIN REGIONAL PARK DISTRICT
12615 COUNTY ROAD 9, PLYMOUTH, MN 55441-1248
' "PROPOSAL FOR CONSTRUCTION Of A PARKING LOT AT NOERENBERG MEMORIAL
COUNTY PARK" AND MUST BE ACCOMPANIED BY THE REQUIRED BID SECURITY.
5. SCOPE OF PROPOSALS:
IA. PROPOSALS WILL BE ACCEPTED ONLY ON THE BASIS OF PERFORMING ALL OF THE
WORK OUTLINED IN THE PROPOSAL.
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INSTRUCTIONS TO BIDDERS
' PAGE 1 OF 5
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B. BIDS MUST BE SUBMITTED BY PROPERLY FILLING EACH AND EVERY SPACE PROVIDED ,
FOR THAT PURPOSE ON THE PROPOSAL HERETO ATTACHED. BIDS NOT CONFORMING TO
THESE REQUIREMENTS MAY BE REJECTED AS IRREGULAR. ,
6. CONTRACTOR'S PERFORMANCE AND PAYMENT BOND:
A. THE CONTRACTOR SHAL.L PROMPTLY FURNISH A PERFORMANCE BOND AND LABOR AND �
MATERIAL PAYMENT BOND IN THE FULL AMOUNT OF THE CONTRACT PRICE IN A FORM
AND WITH SURETIES APPROVED BY TNE OWNER. THE BOND SHALL GUARANTEE TO
KEEP ALL WORK CONSTRUCTED UNDER THIS CONTRACT FREE FROM DEFECTS IN ,
MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM AND AFTER ITS
COMPLETION BY THE CONTRACTOR AND ITS ACCEPTANCE BY THE OWNER. FOR
CONTRACTS IN AN AMOUNT LESS THAN $15,000, IN LIEU OF THE BOND, THE '
SUCCESSFUL BIDDER MAY PROVIDE AN IRREVOCABLE LETTER OF CREDIT IN THf SAME
AMOUNT REQUIRED FOR THE BOND AND SUBJECT TO THE SAME CONDITIONS AS THE
BOND.
7. INFORMATION CONCERNING THE WORK AND THE SITE: '
A. EA�H BIDDER SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS AND '
FULLY INFORM HIMSELF OF THE NATURE, LOCATION, AND CONDITIONS UNDER WHICH
THE I�RK IS TO BE PERFORMED OR MATERIALS DELIVERED, AND IF AWARDED A
CONTRACT, SHALL NOT BE ALLOWED EXTRA COMPENSATION BECAUSE OF FAILURE TO '
HAVE SO INFORMED HIMSELF. BIDDERS SHALL NOT RELY UPON STATEMENTS OR
REPRESENTATIONS OF OFFICERS OR EMPLOYEES OF THE OWNER WITH REFERENCE TO
� THE SITE OR THE CONDITIONS OF THE WORK.
B. THE BIDDER IS INVITED TO VISIT AND INSPECT THE SITE WITH THE PARK RESERVE '
DISTRICT REPRESENTATIVE PRIOR TO THE BID OPENING.
8. BID SECURITY: '
A. EACH BIDDER MUST SUBMIT BID SECURITY IN THE FORM OF CASH, CERTIFIED CHECK
OR BID BOND PAYABLE TO THE SUBURBAN HENNEPIN REGIONAL PARK DISTRICT IN AN '
AMOUNT NOT LESS THAN FIVE PERCENT (5X) OF THE TOTAL BASE BID SUBMITTED.
B. THE BID SECURITY SHALL BE FORFEITED IF THE BIDDER FAILS OR REFUSES TO '
ENTER INTO CONTRACT AND FURNISH 601VD WITHIN TEN CALENDAR DAYS AFTfR HIS
PROPOSAL SHALL HAVE BEEN ACCEPTED. THIS CLAUSE IN NO WAY SHALL LIMIT THE
OWNERS REMEDIES IN LAW OR IN EQUITY. '
C. THE BID SECURITY OF UNSUCCESSFUL BIDDERS WILL BE RETURNED WITHIN 15 DAYS
AFTER AWARD OF CONTRACT. BID SECURITY OF THE SUCCESSFUL BIDDER WIII BE ,
RETURNED AFTER HE ENfiERS INTO CONTRACT AND FURNISHES SATISFACTORY
PERFORMANCE BOND.
9. LAYING OUT THE WORK: ,
A. THE OWNER WILL PROVIDE FIELD CREWS AS NECESSARY TO ESTABLISH CONTROL
LINES AND INDICATE PLAN LINE AND GRADE. THE CONTRACTOR MUST TAKE EVERY '
REASONABLE PRECAUTION NECESSARY TO PRESERVE AND MAINTAIN STAKES AND
REFERENCE POINTS THROUGHOUT EACH PHASE OF THE WORK. FAILURE TO DO SO
WILL RESULT TN DEDUCTIONS FROM CONTRACT PAYMENTS IN THE AMOUNT OF THE
DIRECT AND INDIRECT COSTS OF REPLACEMENTS. '
INSTRUCTIONS TO BIDDERS '
PAGE 2 OF 5
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10. PROSECUTION OF THE WORK•
' A. IMMEDIATE CONSTRUCTION AND EARLY COMPLETION OF THE WORK IS ESSENTIAL AND
WILL BE A FACTOR IN CONSIDERING AWARD OF THE CONTRACT. IT IS THE INTENT
' OF THE OWNER THAT THE WORK SHOULD BEGIN ON OR ABOUT OCTOBER 19, 1992 AND
BE COMPLETED BY AUGUST 1 , 1993 .
11 . PAYMENT: �
IA. PAYMENT TO THE CONTRACTOR WILL BE MADE MONTHLY IN 'ACCORDANCE WITH THE
GENERAL CONDITIONS OF THIS CONTRACT. � �
' B. WHEN THE CONTRACT REQUIRES THE EMPLOYMENT OF EMPLOYEES FOR WAGES BY THE
BIDDER, FINAL SETTLEMENT SHALL NOT BE MADE UNTIL SATISFACTORY SHOWING IS
MADE OF A CERTIFICATE COMPLETED BY THE COMMISSIONER OF TAXATION (STATE OF
' MINNESOTA, DEPARTMENT OF TAXATION, FORM 134) INDICATING COMPLIANCE WITH
THE PROVISIONS OF SECTION 290.92.
' 12. CONTRACT DOCUMENTS:
A. CONTRACT DOCUMENTS SHALL CONSIST OF THE FOLLOWING:
' ADVERTISEMENT FOR BIDS
LOCATION MAP
INSTRUCTIONS TO BIDDERS
DESCRIPTION OF BASE PROPOSAL
' PROPOSAL FORM
CONTRACT FORM
SECTION A. - GENERAL CONDITIONS
' SECTION B. - SPECIAL CONDITIONS
SECTION C. - TECHNICAL SPECIFICATIONS
SECTION D. - SPECIAL PROVISIONS TO THE TECHNICAL SPECIFICATIONS
� DRAWINGS
13. PRE-CONSTRUCTION MEETING•
' SUBSEQUENT TO THE AWARD OF THE CONTRACT FOR WORK OR NOTICE TO PROCEED, A
PRE-CONSTRUCTION MEETING WILL BE HELD AT THE PROJECT SITE. THE PURPOSE OF THE
MEETING SHALL BE TO REVIEW ALL ITEMS WHICH WILL AFFECT THE PROPER EXECUTION AND
' EXPEDITING OF THE WORK. THE MEETINGS SHALL BE ATTENDED BY QUALIFIED SPOKESMEN
REPRESENTING THE CONTRACTOR AND THE OWNER.
14. ADD NDA
' ANY ADDENDA ISSUED DURING THE TIME OF BIDDING SHALL BE COVERED IN THE BID
PROPOSAL AND, IN CLOSING A CONTRACT, THEY WILL BEC�1E A PART THEREOF. LIST ON
' THE PROPOSAL FORM ALL ADDENDA RECEIVED. FAILURE OF A BIDDER TO RECEIVE ANY
ADDENDUM SHALL NOT REIEASE THE BIDDER FROM ANY OBLIGATIONS COVERED BY THE
CONTRACT DOCUMENTS, PROVIDED SAID ADDENDUM WAS SENT BY U. S. MAIL TO THE
' ADDRESS FURNISHED BY THE BIDDER FOR TRANSMITTAL OF U.S. MAIL. IT SHALL BE THE
BIDDER'S RESPONSIBILITY TO MAKE INQUIRY AS TO ADDENDA ISSUED.
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INSTRUCTIONS TO BIDDERS
PAGE 3 OF 5
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15. SUBURBAN HENNEPIN REGIONAL PARK DISTRICT LABOR RATE REOUIREMENTS:
THE MINIMUM WAGE RATE PER HOUR TO BE PAID FOR EACH CLASSIFICATION OF WORK ,
SHALL BE THE LOCAL PREVAILING RATE, INCLUDING FRINGE BENEFITS AS DEFINED IN
MINNESOTA STATUTE 177.42. ,
16. I�ENNEPIN PARKS GENERAL INSTRUCTIONS FOR MONITORING PREVAILING WAGE STANDARDS:
ALL MECHANICS AND LABORERS, INCLUDING APPRENTICES AND TRAINEES, EMPLOYED OR '
WORKING DIRECTLY UPON THE SITE OF THE WORK SHALL BE PAID UNCONDITIONALLY AND
NOT LESS OFTEN THAN ONCE A WEEK, AND WITHOUT SUBSEQUENT DEDUCTION OR REBATE ON
ANY ACCOUNT, THE FULL AM�JNTS DUE AT TIME OF PAYMENT COMPUTED AT WAGE RATES ,
NOT LESS THAN THE AGGREGATE OF THE BASIC HOURLY RATES AND THE RATES OF
PAYMENTS, CONTRIBUTIONS, OR COSTS FOR ANY FRINGE BENEFITS CONTAINED IN THE
WAGE DETERMINATION DECISION OF THE SECRETARY, OF LABOR WHICH IS ATTACHED HERETO '
AND MADE A PART HEREOF, REGARDLESS OF ANY CONTRACTURAL RELATIONSHIP WHICH MAY
BE ALLEGED TO EXIST BETWEEN THE CONTRACTOR OR SUBCONTRACTOR AND SUCH LABORERS
AND MECHANICS. (THE CONTRACTOR'S OBLIGATION IS TO PAY THE TOTAL RATE IN THE
FAR RIGHT HAND COLUMN ON THESE LISTS. WE DO NOT CARE HOW WAGES ARE DIVIDED '
BETWEEN BASIC RATE AND FRINGE BENEFIT RATE SO LONG AS THE TOTAL RATE IS
PAID.) A COPY OF SUCH WAGE DETERMINATION DECISION SHALL BE KEPT POSTED BY THE
CONTRACTOR AT THE SITE OF THE WORK IN A PROMINENT PLACE WHERE IT CAN BE EASILY '
SEEN BY THE WORKERS.
PAYROLLS AND BASIC RECORDS .
A. THE CONTRACTOR SHALL MAINTAIN PAYROLLS AND BASIC RECORDS RELATING THERETO '
DURING THE COURSE OF THE WORK AND SHALL PRESERVE THEM FOR A PERIOD OF ONE
(1 ) YEAR fiHEREAFTER FOR ALL LABORERS AND MECHANICS, INCLUDING ,
APPRENTICES, TRAINEES, WATCHMEN, AND GUARDS, WORKING AT THE SITE OF THE
WORK. SUCH RECORDS SHALL CONTAIN THE NAME AND ADDRESS OF EACH SUCH
EMPLOYEE, HIS CORRECT CLASSIFICATION, RATE OF PAY (INCLUDING RATES OF '
CONTRIBUT�ONS FOR, OR COSTS ASSUMED TO PROVIDE, FRINGE BENEFITS) , DAILY
AND WEEKLY NUMBER OF HOURS WORKED, DEDUCTIONS MADE AND ACTUAL WAGES
PAID. IN ADDITION, THE CONTRACTOR SHALL MAINTAIN DAILY TIME RECORDS
SHOWING THE HOURS WORKED BY ALL HOURLY EMPLOYEES. SUCH TIME SHEETS SHALL '
BE SIGNED BY THE EMPLOYEE AND THE EMPLOYER AND SHALL BE PRESERVED BY THE
EMPLOYER FOR A PERIOD OF ONE YEAR FOLLOWING COMPLETION OF THE WORK. SUCH
RECORDS SHALL BE MADE AVAILABLE TO THE SUBURBAN HENNEPIN REGIONAL PARK ,
DISTRICT UPON� REQUEST. �
B. THE CONTRACTOR SHALL SUBMIT WEEKLY COPIES OF ALL PAYROLLS TO THE OWNER'S
PROJECT REPRESENTATIVE WITH THEIR MONTHLY PAY REQUESTS. THE PRIME ,
CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUBMISSION OF COPIES OF PAYROLLS
OF ALL SUBCONTRACTORS. THE COPY SHALL BE ACCOMPANIED BY A STATEMENT
SIGNED BY THE CONTRACTOR INDICATING THAT THE PAYROLLS RRE CORRECT AND ,
� COMPLETE, THAT THE WAGE RATES CONTAINED THEREIN ARE NOT LESS THAN THOSE
DETERMINED BY THE SECRETARY OF LABOR, AND THAT THE CLASSIFICATIONS SET
FORTH FOR EACH LABORER OR MECHANIC, INCLUDING APPRENTICES AND TRAINEES, '
CONFORM WITH THE WORK HE PERFORME.D.
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INSTRUCTION TO BIDDERS '
PAGE 4 OF 5
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' C. THE CONTRACTOR SHALL MAKE THE RECORDS RE UIRED UNDER THIS CLAUSE
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AVAILABLE FOR INSPECTION BY AUTHORIZED REPRESENTATIVES OF THE OWNER'S
' PROJECT REPRESENTATIVE AND SHALL PERMIT SUCH REPRESENTATIVES TO INTERVIEW
EMPLOYEES DURING WORKING HOURS ON THE JOB.
17. WITHHOLDING OF FUNDS
, A. THE OWNER'S PROJECT REPRESENTATIVE MAY WITHHOLD OR CAUSE TO BE WITHHELD
FROM THE PRIME CONTRACTOR SO MUCH OF THE ACCRUED PAYMENTS OR ADVANCES AS
' MAY BE CONSIDERED NECESSARY TO PAY LABORERS AND MECHANICS, INCLUDING
APPRENTICES, TRAINEES, WATCHMEN, AND GUARDS, EMPLOYED BY THE CONTRACTOR
OR ANY SUBCONTRACTOR ON THE WORK THE FULL AMOUNT OF WAGES REQUIRED BY THE
' CONTRACT.
B. IF ANY CONTRACTOR FAILS TO PAY ANY LABORER, MECHANIC, APPRENTICE,
' TRAINEES, WATCHMAN OR GUARD, EMPLOYED OR WORKING ON THE SITE OF THE WORK,
ALL OR PART OF THE WAGES REQUIRED BY THE CONTRACT, THE OWNER'S PROJECT
REPRESENTATIVE MAY, AFTER WRITTEN NOTICE TO THE PRIME CONTRACTOR, TAKE
SUCH ACTION AS MAY BE NECESSARY TO CAUSE SUSPENSION OF ANY FURTHER
' PAYMENTS OF ADVANCES. UNTIL SUCH VIOLATIONS HAVE CEASED.
18. �UBCONTRACTS
, THE CONTRACTOR AGREES TO INSERT THE CLAUSES OF THIS SECTION IN ALL
SUBCONTRACTS.
' 19 CONTRACT TERMINATION -- DEBARMENT
A BREACH OF THE CLAUSES OF THIS SECTION SHALL BE GROUNDS FOR TERMINATION OF
' THE CONTRACT, ANDIOR FOR DEBARMENT.
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' INSTRUCTION TO BIDDERS
PAGE 5 OF 5
' PREVAILING WAGES t'OR .'".C�TE FUNDED CONSTRUCTION PROJECTS
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THIS NOTICE MUST BE PCSTED ON THE
, JOBSITE IN A CONSPICUOUS PLACE
CONSTRUCTION TYPE: HIGHWAY AND HEAVY
' CGJNTY: 27 HENNEPIN
EFFECTIVE: 910601
THIS PROJECT IS COVERED BY MINNESOTA PREVAILING WAGE STATUT�S . WAGE RA^_'E3 LIST:
, BELOW ARE THE MINIMUM HOURLY RATES TO BE PAID ON THIS PROJFCT. Lu�BOR CLASSES N�
LISTED BELOW HAVE NO R.ATE DETERNIINED DUE TO LACFC OF INrORMATION.
, ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY AND FORTY (40) HOURS PER
WEEK SHALL BE PAID AT A RATE OF ONE AND ONE HALF ( 1 1/2) TIMES THE BASIC HOURL'
RATE. � - •
' ��IOLATIONS SHOULD BE REPORTED TO THE DEPARTMENT OF TRANSPORTATION, OFFICE OF
CONSTRUCTION, TRANSPORTATION BLDG, JOHN IRELAND BLVD, ST PAUL, MN 55155
612-296-b353 . ' �
, * •INDICATES THAT ADJACENT COUNTY RATES WERE USED FOR THE LABOR CLA.SS LISTED.
' ' EFFECT BASIC FRNG TOTA
LABOR CODE AND CLASS DATE R.ATE RATE RATE
----------------------------------------------- ------ ----- ---- ----
, 101 LABORER, COMMON (GEN LABOR WRR) 910601 14.4'0 4 . 25 18 .6
102 LABORER SKILLED A T CRFT JRNY 91 1 14 . . 18.8
, ( SS 060 55 4 25
' 103 LABORER, LANDSCAPING 910601 8.55 2.12 10.6
104* FLAGPERSON 910601 7.85 0.00 ?.8
' 105 WATCHPERSON 910fi01 10.20 3.55 13.7
, 107 PIPELAYER (WATER, SEWER & GAS) 910601 14.85 4.25 �•19.1
208 TUNNEL MINER 910601 15.10 4.25 19.3
, 109 UNDRGRND & OPEN DITCH LABORER 910601 .14.60 4 . 25 18.8
201* AIR COMPRESSOR OPERATOR 910601 15.03 3.95 18.9
' 202 ASPHLT, BTMNOUS STBLZR OPERATOR 910601 18.07 3.95 22.02
203 DRGLN/SMLR EQMT W/SHV CONTROLS 910601 18.92 3.95 22.8
' 204 BTMNOUS SPREADER & FINISHER 910601 18.07 3.95 22.0
' 205 BTMNOUS SPREAD & FINISHER HELPER 910601 16.03 3.95 19.9
206* CONVEYER OPERATOR 910601 13.82 3.95 17 .7
' 207 CONCRETE DIST,SPRDR,FINISHER 910601 15.03 3.95 18.9
, 208 CONCRETE SAW (MULTI BLADE,PWR) 910601 15.03 3.95 18.9
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..vVlvi � . [. I a"1L.SY1VGY1�� M iUv'�t i. u�' � ..�.... Dr«.�.... . -�.-+'.1 -�v���.'{..u '
LABOR ;,ODE AND CLASS DATE RATE R.ATE R.ATE
-----------------------------------------------
20S CRUSHER,WASHER,SCREEN OPERATOR 91060T 18 . 07 3 . 95 22.02 '
210 CURB MACHINE 9I0601 18 . 07 3 . 95 22 .02
211 FRONT END LOADER UP TO 1 CU YD 910601 15 . 03 3 . 95 18 .98 ,
213 FORKLIFT OPER.ATOR 910601 18 . 07 3 . 95 22 . 02
214 FRONT END LOADER OPERATOR 910601 18 . 07 3 . 95 22 . 02 '
217 GRADER/MOTOR PATROL,MULTI USE 910601 18 . 37 3 . 95 22. 32
218 GRA.DER (MOTOR PATROL) . 910601 15.03 3. 95 18 .98 '
219 GREASER (TRUCK AND TRACTOR) 910601 13 . 82 3 . 95 17 . 77 '
220 HOIST ENGINEER� � 910601 18 .07 3 . 95 22 .02
222 MECHANIC OR WELDER 910601 18 .07 3.95 22.02 '
223 OILERS (SHOVEL,CR.ANE,DRAGLINE) 910601 13. 82 3 . 95 17 . 77
224* PICR UP SWEEPER 910601 18.07 3 .95 22.02 '
226 ROLLER, SELF PROP FOR COMPACTION 910601 13.82 3 . 95 17 .77 ,
227 BTMNOUS ROLLER UP TO 6 TONS 910601 15.03 3.95 18.98
228 BTMNOUS ROLLER 6 TONS & OVER 910601 18.07 3. 95 22.02 ,
229 SCRAPER, 32 CU YDS AND OVER 910601 18. 19 3 .95 22.14
231 RUBBER TIRED TRACTOR,BACK HOE 910601 18.07 3.95 22.02 ,
232 SHOULDERING MACHINE, APSCO TYPE 910601 15.03 3.g5 18.98 ,
234 TURNAPULL 910601 18 . 07 3..95 22.02
235 TR.ACTOR D2,TD6 TYPE PWR TARE-OFF 910601 15.03 3 .95 18.98'
236 TRACTOR OVER D2, TD5 910601 18.07 3.95 22.02
237* PWR ACTUATED AUGERS & BORING 910601 15.03 3 .95 18.98,
238* TRUCK CRANE OILER 910601 13.82 3.95 17 .77
301 BITUMINOUS DISTRIBUTO
R DRIVER 910601 15.85 2.78 18.63 '
302* DUMPMAN 910601 15.60 2.78 18 . 38'
305 TRUCK DRIVER (HAULING MACHINERY) 910601 16 .50 2 •78 19 •28
306 SINGLE AXLE OR TWO AXLE UNIT 910601 15 .60 2 .78 18 . 38,
307 TANDEM AXLE OR THREE AXLE UNIT 910601 15.85 2 . 78 18 .63
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I,��GR CCDE RIVD CLtiSS DtiTE FcATE R.ATE 12AiE
----------------------------------------------- ------ --==- ---- -----
' 3�8 FOUR AXLE UNTT 910601 15 '95 2 78 18 73
309 FIVE AXLE UNI'�' 910601 16 . 50 2 . 78 19 . 28
' 404 CARPENTER 910601 18 . 61 4 . 62 23 . 23
406 CEMENT NASON 910601 18 . 83 3 . 97 22 . 80
' 407 ELECTRICIAN 910601 19 . 96 7 . 63 27 . 59
' 411 GROUNDMAN 910601 14 . 16 2 . 12 16 . 28
413 LINEMAN ° 910601 20 . 58 4 . 59 25 . 17
' 414* MiLLWRIGHT 910601 19 . 41 4 . 32 23 . 73
416 PILEDRIVERMAN 910601 18 .41 4 . 82 23 . 23
, 419* PLUMBER 910601 17 . 20 8 . 71 25 . 91
920501 18 . 24 8 . 71 26 . 95
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PROPOSAL FORM
' CONTRACTOR _
, DATE
SUBURBAN HENNEPIN REGIONAL PARK DISTRICT
12615 COUNTY ROAD 9
, PLYMOUTH, MN 55441-1248
TIME: 2:45 P.M. C.D.T.
, DATE: SEPTEMBER 29, 1992
ATTENTION: MR. DOUGLAS F. BRYANT, SUPERINTENDENT
tRE: CONSTRUCTION OF A PARKING LOT AT
NOERENBERG MEMORIAL COUNTY PARK
' GENTLEMEN:
THE UNDERSIGNED HAS EXAMINED THE CONTRACT DOCUMENTS, INCLUDING THE
, INSTRUCTIONS TO BIDDERS, GENERAL AND TECHNICAL CONTRACT CONDITIONS, AND IS
FAMILIAR WITH THE SITE AND LOCATION OF THE PROJECT, THE NATURE OF THE WORK AND
LOCAL CONDITIONS AFFECTING THE COST OF THE WORK AND HEREBY PROPOSES TO FURNISH
' ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR THE CONSTRUCTION OF A PARKING
LOT AT NOERENBERG MEMORIAL COUNTY PARK AS DESCRIBED, IN STRICT CONFORMANCE
WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS AS FOLLOWS.
' EST. UNIT
ITEM Q�ANL UNIT PRICE �XTENSION
' 1 . EXCAVATION & PLACEMENT/COMPACTION 1 LUMP .
SUM
2. AGGREGATE BASE COURSE CLASS 5 2,322 S.Y.
' (100% CRUSHED) 6" MINIMUM �
THICKNESS, PARKING LOT
' 3. AGGREGATE BASE COURSE CLASS 5 203 S.Y.
(100% CRUSHED) 4" MINIMUM
THICKNESS, BELOW CURB
' 4. AGGREGATE SURFACING (100% 911 S.Y.
CRUSHED> CLASS 5 LIMESTONE
6" MINIMUM THICKNESS, DRIVEWAY
I5. AGGREGATE BASE MIXTURE FOR 533 S.Y.
OVERFLOW PARKING 6" MINIMUM
, THICKNESS OVERALL (4" BASE,
2" LIMESTONE/BLACK DIRT MIX
(100% CRUSHED CLASS 5
' 6. CONSTRUCT CONCRETE STRAIGHT 640 L.F.
FACE CURB AND GUTTER
� PROPOSAL FC�RM
PAGE 1 OF 3
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T. NIT ,
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�EM �T. �T PRICE EXTENSION
7. CONSTRUCT CONCRETE SURMOUNTABLE 730 L.F. - ,
CURB AND GUTTER
8. 2331 BITUMINOUS BASE COl1RSE 2,245 S.Y. '
1 1/2" MINIMUM THICKNESS
9. 2341 BITUMINOUS WEAR COURSE 2,245 S.Y. � �
2" MINIMUM THICKNESS
10. FURNISH AND INSTALL 55' , 50' 1 L.S. � '
- 12" AND 265'-8" CORRUGATED
METAL PIPE CULVERT WITH 4 APRONS
11 . CONSTRUCT BAFFLED WEIR 1 L.S. '
12. SILT FENCE 250 L.F.
� TOTAL BASE BID � I
BID SECURITY IN THE AMOUNT OF AT LEAST 5X OF THE BID ACCOMPANIES THIS '
PROPOSAL, THE SAME BEING SUBJECT TO FORFEITURE IN EVENT OF DEFAULT.
IT IS UNDERSTOOD BY THE UNDERSIGNED THAT THE RIGHT IS RESERVED BY THE OWNER TO
REJECT ANY OR ALL BIDS AND TO WAIVE IRREGULARITIES AND FORMALITIES IN ORDER TO '
SERVE THE BEST INTERESTS OF THE OWNER AND THAT THIS BID MAY NOT BE NITHDRAWN
UNTIL FORTY-FIVE (45) DAYS AFTER THE DATE OF OPENING.
IF THIS BID IS ACCEPTED, THE UNDERSIGNED AGREES TO PROMPTLY FURNISH A I
PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND IN THE FULL AMOUNT 0� THE
CONTRACT AWARD AND TO PROVIDE EVIDENCE OF COMPLIANCE WITH THE SUBURBAN t
HENNEPIN REGIONAL PARK DISTRICT LABOR RATE REQUIREMENTS, IF. APPLICABLE. FOR
CONTRACTS IN AN AMOUNT LESS THAN �15,000, IN LIEU OF THE BOND, THE SUCCESSFUL
BIDDER MAY PROVIDE AN IRREVOCABLE LETTER OF CREDIT IN THE SAME AMOUNT REQUIRED �
FOR THE BOND AND SUBJECT TO THE SAME CONDITIONS AS THE BOND. THE UNDERSIGNED t
FURTHER AGREES THAT IF AWARDED A CONTRACT FOR CONSTRUCTION, THE WORK WILL
COMMENCE ON/OR ABOUT OCTOBER 19, 1992 AND HE SHALL WORK CONTINUOUSLY ON THIS
PROJECT AND COMPLETE THE WORK BY AUGUST 1 ,1993. '
IT IS UNDERSTOOD THAT IF ACCEPTED BY THE OWNER, THIS PROPOSAL BECOMES A PART
OF THE CONTRACT DOCUMENTS, AND FAILING TO COMPLY WITH ANY PART OF THIS ,
PROPOSAL WILL BE TAKEN AS FAILURE OF THE BIDDER TO COMPLY WITH THE CONTRACT
DOCUMENTS AND WILL BE JUST CAUSE FOR REJECTFON OF THE WORK.
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PROPOSAL FORM ,
. PAGE 2 OF 3
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RESPECTFULLY SUBMITTED:
' BIDDER IS (CORPORATION> (PARTNERSHIP> (INDIVIDUAL>
FIRM:
I BY�
, TITLE:
ADDRESS:
IZIP CODE
' TELEPHONE:
ACKNOWLEDGES RECEIPT OF ADDENDAS (INITIAL AFTER EACH ADDENDA IS RECEIVED) :
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PROPOSAL FORM
' PAGE 3 OF 3
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CONTRACT
' CONTRACT N0:
' DATE OF AWARD: ;
CONTRACT FOR CONSTRUCTION OF A PARKING LOT AT
' NOERENBERG MEMORIAL COUNTY PARK
AGREEMENT:
, THIS AGREEMENT IS ENTERED INTO UNDER THE AUTHORITY GRANTED BY THE SUBURBAN HENNEPIN
REGIONAL PARK DISTRICT'S BOARD OF COMMISSION.ERS AT ITS REGULAR MEETING ON OCTOBER
, 8, 1992 AWD AFTER THE CONSIDERATION OF SEALED BIDS WHICH WERE SUBMITTED TO THE
SUPERINTENDENT AND SECRETARY TO THE BOARD OF THE SUBURBAN HENNEPIN REGIONAL PARK
DISTRICT CQMMISSIONERS AT A PUBLIC OPENING AT 2:45 P.M. C.D.T. ON SEPTEMBER 29,
1992 THE AGREEMENT IS BETWEEN SUBURBAN HENNEPIN REGIONAL PARK DISTRICT EXISTING
' UNDER THE LAWS OF THE STATE OF MINNESOTA, HEREINAFTER REFERRED TO AS THE OWNER,
PARTY OF THE FIRST PART, AND HEREINAFTER CALLED THE
CONTRACTOR, PARTY OF THE SECOND PART.
' WITNESSETH: �
ARTICLE 1 :
' THE CONTRACTOR, FOR AND IN CONSIDERATION OF THE PAYMENT OR PAYMENTS, HEREIN
SPECIFIED, HEREBY COVENANTS AND AGREES TO PERFORM ALL WORK AS INDICATED AND
, RELATED ON THE ATTACHED PROPOSAL FORM FOR THE COMPLETE CONSTRUCTION A PARKING LOT
AT NOERENBERG MEMORIAL COUNTY PARK IN STRICT CONFOt�IITY WITN THE DRAWINGS AND
SPECIFICATIONS AND GENERAL CONTRACT CONDITIONS PREPARED THEREFORE iiHICH ARE t�W ON
� FILE IN THE OFFICE OF THE OWNER. SAID DRAWINGS, SPECIFICATIONS AI� GENERAL
CONTRACT CONDITIONS ARE NEREBY REFERRED TO AND MADE A PART Of THIS CONTRACT TO THE
SAME EXTENT AS IF HEREIN SET FORTH, AND THE SAME, TOCETHER WITH THIS CONTRACT, ARE
HEREIN REFERRED TO AS THE CONTRACT DOCUMENTS.
� ARTICLE 2
' NONDISCRIMINATION:
A. DURING THE PERFORMANCE OF THIS CONTRACT THE CONTRACTOR AGREES AS FOLLOWS:
' THE CONTRACTOR WILL NOT DISCRIMINATE AGAINST ANY EMPLOYEE ON THE BASIS OF
ANY LEGALLY PROTECTED CATEGORY OF INDIVIDUAL, INCLUDING BUT NOT LIMITED
T0, RACE, COLOR, RELIGION, NATIONAL ORIGIN, SEX, AGE OR DISABILITY WITH
1 RESPECT TO ANY BENEFIT OR CONDITION OF EMPLOYMENT INCLUDING, Bt1T NOT
LIMITED T0, HIRING, PROMOTION, UPGRADING, DEMOTION OR TRANSFER,
RECRUITMENT, ADVERTISING, LAYOFF OR TERMINATION, RATES OF PAY OR OTHER
' FORMS OF C�IPENSATION AND BENEFITS, AND SELECTION FOR TRAINING, INCLUDING
APPRENTICESHIP.
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' CONTRACT
PAGE 1 OF 3
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B. THE CONTRACTOR SHALL SUBMIT THE INFORMATION AND REPORTS REQUIRED $Y THE
SUBURBAN HENNEPIN REGIONAL PARK DISTRICT AFFIRMATIVE ACTION POLICY. FAILURE TO '
COMPLY WITH THESE PROVISIONS WIL� CONSTITUTf CAUSE FOR THE OWNER TO TERMINATE
THE CONTRACT.
ARTICLE 3: '
THE CURRENT MINIMUM WAGE RATE PER HOUR TO BE PAID FOR EACH CLASSIFICATION OF WORK
SHALL BE THE LOCAL PREVAILING RATE, INCLUDING FRINGE BENEFITS AS DEFINED IN '
MINNESOTA STATUTE 177.42. �
ARTICLE 4: _ '
THE CONTRACTOR AGREES TO COMMENCE SAID WORK AS HEREIN PROVIDED AT THE EARLIEST
PRACTICABLE DATE AND IN AN1( EVENT NOT LATER THAN OCTOBER 19, 1992 AND TO PROSECUTE '
THE SAME DILIGENTLY AND. WITHOUT DELAY, AND C�IPLETE THIS WORK NO LATER THAN AUGUST
1 , 1993.
ARTICLE 5: '
THE CONTRACTOR FURTNER AGREES TO MAKE, EXECUTE AND DELIVER TO THE OWNER, A
PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND EXECUTED BY HIMSELF AND A '
SURETY COMPANY APPROVED BY THE OWNER IN THE SUM OF
FOR THE USE OF SAID OWNER AND OF ALL PERSONS DOING WORK OR FURNISNING SKILL, '
TOOLS, MACHINERY OR MATERIALS UNDER OR FOR THE PURPOSE OF THIS CONTRIlCT BY SAID
CONTRACTOR, AND THIS CONTRACT SHALL NOT BECOME EFFECTIVE UNTIL SAID BOItD HAS BEEN
RECEIVED AND APPROVED BY THE OWNER.
THE CONTRACTOR AGREES TO CARRY FULL COVERAGE OF WORKMEN'S COMPENSATION INSURANCE I
AND PUBLIC LIABILITY INSURANCE AS OUTLZNED IN THE SPECIfICATI0N5 AND TO SAVE THE
OWNER HARMLESS FROM ANY AND ALL� LIABILITY WHICH MRY ARISE BY R�ASON OF CLAIMS, �
DEMANDS OR PAYMENTS WHICH MAY BE IMPOSED UPON THE OWNER BY REASON OF ANY ACT �t
CONDUCT OF THE CONTRACTOR, HIS AGENTS OR EMPLOYEES WHILE ENGAGED IN THE EXECUTION
OF THIS AGREEMENT.
ARTICLE 6: '
IN CONSIDERATION OF THE COVENANTS AND AGREEMENTS STATED ABOVE, THE OWNER AGREES TO '
PAY THE CONTRACTOR THE SUM OF s WITH MODIFICATIONS UPNARD OR DONNWARD, IF
ANY, DUE TO INCREASED OR DECREASED QUANTITIES OF UNIT PRICE ITEMS AS MENTIONED IN
THE PROPOSAL OR BID OF SAID CONTRACTOR WHICH IS MADE A PART OF THIS CONTRACT AND '
ATTACHED HERETO. INSTALLMENT PAYMENTS, IF ANY, ON ACCOUNT OF W�tK DONE AND THE
MATERIALS FURNISHED BY SAID CONTRACTOR UNDER THIS CONTRACT AND ACTUALLY IN PLACE IN
SAID PROJECT, SHALL BE MADE IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL
CONTRACT CONDITIONS AND FINAL PAYMENT THEREFORE SHALL BE DUE AND PAYABLE ON OR �
BEFORE THIRTY (30) DAYS AFTER RECEIPT BY THE OWNER OF A CERTIFICATE BY THE OWNER'S
REPRESENTATIVE THAT TNE WORK HAS BEEN FULLY COMPLETED AND THIS CONTRACT FULLY
PERFORMED BY THE CONTRACTOR AND THE OPINION OF THE OWNER'S ATTORNEY THAT THE OWMER ,
IS THEN OBLIGATED TO PAY THE SUM CONTRACTED FOR HEREIN.
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CONTRACT '
PAGE 2 OF 3
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1 .
SUBURBAN HENNEPIN REGIONAL PARK DISTRICT
, WITNESSED BY:
, � JUDITH ANDERSON, CHAIR DATE
� DOUGLAS F. BRYANT, DATE
� SUPERINTENDENT & SECRETARY TO THE BOARD
'
WITNESSED BY: CONTRACTOR
'
DATE
IDATE
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CORPORATE SEAL
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CONTRACT
' PAGE 3 OF 3
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' SECTION A. GENERAL CONDITiONS OF CONSTRUCTION AGREEMENTS
I. INTRODUCTION/DEFINITIONS
iTHE FOLLOWING GENERAL CONDITIONS SHALL BE INCORPORATED IN ALL BID
SPECIFICATIONS PROMULGATED BY AND ANY AGREEMENTS FOR CONSTRUCTION
� SERVICES ENTERED INTO BY THE SUBURBAN HENNEPIN REGIONAL PARK DISTRICT
("PARK DISTRICT"> .
WHERE THE WORD CONSULTANT, A CONSULTING DISCIPLINE DIRECTLY RESPONSIBLE
� FOR A SPECIFIC PROJECT, I.E. ARCHITECT, ENGINEER, OR LANDSCAPE
ARCHITECT, IS REFERRED TO THROUGHOUT THE CONTRACT DOCUMENTS AND THESE
GENERAL CONDITIONS, IT SHALL MEAN THE DULY AUTHORIZED REPRfSENTATIVE OF
1 THE PARK DISTRICT, WHICH MAY BE A PROFESSIONAL FIRM COhIhtISSIONED.BY THE
PARK DISTRICT OR PROFESSIONAL EMPLOYEES OF THE PARK DISTRICT, .ACTING
DIRECTLY OR THROUGH ITS DESIGNATED REPRESENTATIVES WHO .HAVE BEEN
� DELEGATED THE RESPONSIBILITY FOR PREPARATION OF THE CONTRACT DOCUMENTS
AND SUPERVI�SION OF THE CONSTRUCTION, EACH ACTING WITHIN THE SCOPE OF
TNE DUTIES AND AUTHORITY DELEGATED TO HIM.
' WHERE THE WORD CONTRACTOR IS REFERRED TO THROUGHOUT THE CONTRACT
DOCUMENTS AND THESE GENERAL CONDITIONS, IT SHALL MEAN THE INDIVIDUAL,
FIRM OR CORPORATION CONTRACTING FOR AND UNOERTAKING PROSEq1TI0N OF THE
' PRESCRIBED WORK; THE PARTY OF THE SECOND PART TO THE COMTRACT, ACTING
DIRECTLY OR THROUGH A DULY AUTHORIZED REPRESENTATIVE.
WHERE THE I�RDS CONSTRUCTION DOCUMENTS ARE REFERRED T0, IT SHALL MEAN
, AND CONSIST OF THE ADVERTISEMENT FOR BIDS, INSTRUCTION TO BIDDERS,
PROPOSAL FORM, CONTRACT FORM, GENERAL CONDITIONS OF CONSTRUCTION
AGREEMENTS, SPEGIAL CONDITIONS, DRAWINGS, SPECIFICATIONS, AND ALL
� ADDENDA ISSUED PRIOR TO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF
THE CONTRACT. A MODIFICATION IS (1) A _WRITTEN AMENDMENT TO THE
CONTRACT SIGNED BY BOTH PARTIES, (2) A CHANGE ORDER, (3) A WRITTEN
' INTERPRETATION ISSUED BY THE CONSULTANT, OR (4) A WRITTEN ORDER FOR A
MINOR CHANGE IN THE WORK ISSUED BY THE CONSULTANT.
A. BIDDING REOUIREMENTS
� 1 . THE PROPOSAL FORM FURNISHED BY THE PARK DISTRICT MUST BE
SUBMITTED IN DUPLICATE. THE' PARK.DISTRICT RESERVES THE RIGHT
' TO ACCEPT OR REJECT ANY OR ALL PROPOSALS OR ANY PART OF ANY
PROPOSAL AS THE PARK DISTRICT, IN ITS SOLE DISCRETION*
DETERMINES TO BE IN ITS BEST INTERESTS. TFFE PARK DISTRICT
' SPECIFICALLY RESERVES THE RIGHT TO REJECT ANY OR ALL PROPOSALS
OR ANY PART OF ANY PROPOSAL FOR MINOR DEVIATIONS FROM FORMAT OR
CLERICAL OMISSIONS.
' 2. ALL BIDS SHALL BE HELD FIRM UNTIL THE AWARD HAS BEEN MADE.
DEVIATIONS FROM THIS REQUIREM�NT MkY .BE CAUSE FOR REJECTION.
'
' GENERAL CONDITIONS
PAGE 1 OF 14
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3. NO 8ID MAY BE WITHORAWN FOR A PERI00 �F 45 OAYS FROM ?NE
OPENING THEREGF. '
4. COLLUSION BETWEEN BIDOERS iS CAUSE FOR REJECTION OF ALL BIDS 6Y
3IDDERS INVOLVED IN ANY WAY IN THE COLLUSION. �
5. ANY ADDENDA ISSUED DURING THE TIME OF BIDDING SHALL BE COVERED
IN THE 8ID PROPOSAL ANO� IN CLOSING A CONTRACT, THEY WILL �
BECOME A PART THEREOF. FAILURE OF A BIDDER TO RECEIVE ANY
ADDENDUt� SHALL I�T RELEASE THE BIDOER FROM ANY OBLIGATIONS
COVfRED BY THE CONTRACT DOCUMENTS, PROVIDED SAID ADDENDUM WAS
SENT BY U.S. t�lAIt TO THE ADDRE55 FURNISHED BY THE BIDOER FOR �
TRANSMITTAL OF U.S. MAIL. IT SHALI BE THE BIDDERS
RESPONSIBILITY TO MAKE INQUIRY AS TO THE ADOENOA ISSUED.
6. ALL CONTRACTS AND PURCHASES MADE BY OR UNDER THE SUPERVfSION OF �
THE OWNER fOR WHICH COMPETITIVE BIDS ARE REQUIRED SHALL BE
AWARDED TO THE LOWEST RESPONSIBIE 6IDDER, TAKING INTO �
CONSIDERATION CONFORMITY WITH THE SPECIFIf.�►TIONS. TERMS OF
DELIVERY AND OTHER CONDITION� IMPOSEO IN THE CALL FOR BIDS.
THE OWNER SHALL HAVE THE POWER TO DECIDE AS TO THE LOWEST
. RESPONSIBLE BIDDER FOR ALL PURCHASES. ANY OR ALL BIDS MAY BE '
REJECTED. A BID CONTAINING AN ALTERATION at ERASURE OF ANY
PRiCE CONTAiNED iN THE Bi0 wHiCH iS USED iN DETERMiNING THE
LOWEST RESPONSIBIE BID SHALL BE REJECTED UNLESS THE ALTERATION ,
OR ERASURE IS CORRECTED AS HEREIN PROVIDED. AN ALTERATION at
ERASURE MAY BE CROSSED OUT AND THE CORRECTION THEREOF PRIMTED
IN INK OR TYPENRITTEN ADJACENT THERETO AND INITIALED IN I!l�CC BY
THE PERSON SIGNING THE BID. '
7. THE AWARD OF CONTRACT, IF IT BE AWARDED, NILL BE MADE iiITHIN 45
CALENDAR DAYS AFTER THE OPENING OF PROPOSALS TO THE LOiIEST � '
RESPONSIBLE BIDDER NHO COMPLIES NITH ALL PRESCRIBED
REQUIREMENTS.
a. EACH BIDOER, BY SIGNING AND SUBMITTING A BID PROPOSAL, �
REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND
EQUIPMENT DESCRIBED OR DESIGNATED BY MANUFACTURER'S NAME.
CATALOG NUMBER OF TRAOE NAME IN THE f�lITRACT 00(XIMIENTS AND �
THAT, IF AWARDED THE CONTRACT, HE WILL FURNISH OR USE ONLY
MATERIALS AND EQUIPMENT 50 DESCRIBED �t DESIGNATED. !�
GIIQCTTTI1TTnN WILL BE CONSIDERED UNLESS IiRiTTEN REOUEST HAS '
BEEN SllBMITTED TO THE CONSUtTANT FOR APPROVAL �? LEAST
� SFVEN (7) CALENDAR DAYS RRIOR TO THE DATE AND HOUR SET FOR � .
RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE A ,
COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTION, THE NAME
OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE
SUBSTITUTED: DRAWINGS, CUTS, PERFORMANCE ANO TEST DATA AND ,
ANY OTHER DATA OR INFORMATION NECESSARY FOR A COMPLETE
EVALUATION BY THE CONSULTANT. IF THE CONSULTANT APPROVES
gNY PROPOSED SUBSTITUTION SUCH APPROVAL NILL B��EI fORTH
IN AN ADDENDUM. � '
GENERAL CONDITIONS �
PAGE 2 OF 14
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iI. GENEitAL RE(�IREMEHTS
� A. BONDS
l . WHEN THE AMOUNT OF THE CONSTRUCTION CONTRACT IS GREATER THAN
' $15,000, THE CONTRACTOR SHALL FURNISH A PERFORMANCE BONO AND
LABOR AND MATERIAL PAYMENT BOND EQUAL TO 100X OF THE CONTRACT
AMOUNT, COVERING THE FAITHFUL PERFORMANCE OF THE CONTRACT. IN
, CASES PERMITTED BY MINN. STAT. S 574.38, AN IRREVOCABLE BANK
LETTER OF CREDIT IN THE SAME AMOUNT REQUIRED FOR THE BOND AND
SUBJECT TO THE SAME CONDITIONS AS THE BOND MAY BE PROVIDED.
THE BOND SHALL REMAIN IN EFFECT FOR ONE <1> YEAR FROM THE DATE
� OF SUBSTANTIAL COMPLETION.
2. IF THE AMOUNT OF THE CONSTRUCTION CONTRACT IS $15,000 OR LESS,
� THE CONTRACTOR SHALL FURNISH THE PARK DISTRICT WITH
SATISFACTORY EVIDENCE THAT THE CONTRACT CAN BE FAITHFULLY
PERFORMED AND THAT ALL OBLIGATIONS ARISING UNDER THE CONTRACT
' CAN BE PAID. SATISFACTORY EVIDENCE MAY INCLUDE, BUT IS NOT
LIMITED T0, BOND, IRREVOCABLE LETTER OF CREDIT� FINANCIAL
STATEMENTS AND PERSONAL GUARANTIES.
' B. INSURANCE
1 . THE CONTRACTOR SHALL PROCURE, PAY FOR AND MAINTAIN IN FULL
' FORCE AND EFFECT DURING THE COURSE OF THE PERFORMANCE OF THE
CONTRACT, AND IN THE CASE OF PRODUCTS AND COMPLETED OPERATIONS
COVERAGE, FOR A PERIOD OF ONE YEAR THEREAFTER, THE FOLLOWING
� MINIMUM INSURANCE COVERAGES:
a. WORKERS' COMPENSATION AND OCCUPATIONAL DISEASE INSURANCE --
LIABILITY LIMITS AS PER STATE STATUTE;
' b. EMPLOYEE'S LIABILITY INSURANCE -- LIABILITY L.IMITS OF
$500,000 FOR BODILY INJURY BY ACCIDENT FOR EACH ACCIDENT;
' $500,000 BODILY INJURY BY DISEASE FOR POLICY LIMIT AND
$500,000 BODILY INJURY BY DISEASE FOR EACH EMPLOYEE.
c. COMMERCIAL GENERAL LIABILITY INSURANCE, INCLUDING COVERAGE
� FOR PERSONAL INJURY, BODILY INJURY AND PROPERTY DAMAGE, fOR
CONTRACTUAL LIABILITY, FOR PRODUCTS AND COMPLETED
OPERATIONS, AND FOR EXPLOSION, COLLAPSE, AND UNDERGROUND
� HAZARDS -- LIABILITY LIMITS OF $1 ,000,000 EACH OCCURRENCE
AND $2,000,000 AGGREGATE;
� d. AUTOMOBILE LIABILITY INSURANCE ON ALL AUTOMOTIVE EQUIPMENT
OWNED, NON-OWNED AND HIRED -- LIABILITY LIMITS OF
$1 ,000,000 PER OCCURRENCE;
� e. OWNER'S PROTECTIVE LIABILITY AND PROPERTY DAMAGE INSURANCE
IN THE NAME OF THE PARK DISTRICT AND THE CONSULTANT --
LIABILITY LIMITS OF $1 ,000,000 PER OCCURRENCE AND
� $1 ,000,000 AGGREGATE;
' GENERAL CONDITIONS
PAGE 3 OF 14
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f. BUILDERS RISK INSURANCE IN AN AMOUNT E AL TO 100X OF THE ,
Q�
COMPLETED VALUE OF THE WORK. THIS INSURANCE SHALL BE
WRITTEN ON AN ALL RISK FORM AND SHALL INCLUDE WATER DAMAGE �
(EXCEPT FOR FLOOD) , FIRE, EXTENOED COVERAGE, VANDALISM AND
MALICIOUS MISCHIEF, THEFT, COLLAPSE, GLASS AND RESULTANT
DAMAGE' FROM FAULTY WORK, FAULTY MATERIALS, AND ERRORS AND '
OMISSIONS IN DESIGN. THE DEDUCTIBLE AMOUNTS SHALL BE NO •
MORE �THAN $1 ,000.� THIS INSURANCE SHALL NAME AS INSURED THE
PARK DISTRICT, THE CONTRACTOR, AND CONSULTANT, AND ALL
SUBCONTRACTORS AND SUPPLIERS AT THE JOB SITE. t
g. UMBRELLA LIABILITY INSURANCE IN THE AMOUNT SPECLFIED IN THE
SPECIAL CONDITIONS. �
2. INSURANCE CERTIFICATES EVIDENCING THAT THE ABOVE INSURANCE IS
IN FORCE WITH COMPANIES ACCEPTABLE TO THE PARK DISTRICT IN THE �
� AMOUNTS REQUIRED, AND NAMING THE PARK DISTRICT AS AN ADDITIONAL
INSURED WITH RESPECT TO THE PROJECT ON ALL POIICIES IN WHICH
THE PARK DISTRICT IS NOT A NAMED INSURED, SHAIL BE SUBMITTED TO
THE PARK DISTRICT PRIOR TO THE EXECUTION OF THE CONTRACT. IN '
ADDITION TO THE NORMAL INFORMATION PROVIDED ON THE INSURANCE
CERTIFICATE, THE CERTIFICATE SHALL SPECIFICAILY PROVIDE THAT:
a. THE COVERAGE WItL NOT BE MODIFIED EXCEPT UPON 30 DAYS PRIOR ,
WRITTEN NOTICE TO THE PARK DISTRICT;
b. THE CONTRACTUAL LIABILITY HAZARD HAS BEEN INSURED FOR THE ,
REQUIRED AMOUNTS.
3. THE CONTRACTOR SHALI PROVIDE THE PARK DISTRICT WITH COPIES OF �
THE ACTUAL INSURANCE POU CIES UPON REQUEST.
C. INDEMNIFICATION ,
THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE PARK DISTRICT
AND ITS REPRESENTATIVES, AGENTS AND EMPLOYEES FROM ALL CLAIMS,
DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO '
REASONABLE AT�ORNEYS' FEES, WHICH ARE ATTRIBUTABLE TO OR ARE THE
RESULT OF A NEGLIGENT OR OTHERWISE WRONGFUL ACT OR OMISSION,
INCLUDING BREACH OF A SPECIFIC CONTRACTUAL DUTY, OF THE CONTRACTOR '
OR THE CONTRACTOR'S SUBCONTRACTORS, AGENTS, EMPLOYEES, DELEGATEES�
SUPPLIERS, OR ANYONE ACTING ON BEHALF OF THE CONTRACTOR.
D. LABOR RATE REOUIREMENT �
NO LABORER OR MECHANIC MAY BE PAID A LESSER RATE OF WAGES THAN THE '
LOCAL PREVAILING WAGE RATE, INCLUDING FRINGE BENEFITS, AS DEFINED
BY MINN. STAT. S 177.42, SUBD. 6, IN THE SAME OR MOST SIMILAR TRADE
OR OCCUPATION IN THE AREA.
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GENERAL CONDITIONS
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PAGE 4 OF 14
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'
E. NONDISCRIMINATION �
' THE ARCHITECT WILL NOT OISCRIMINATE AGAINST ANY EMPlOYEE ON THE
BASIS OF ANY LEGALLY PROTECTED CATEGORY OF INDIVIDUAL, INCLUDING
BUT NOT LIMITED T0, RACE, COLOR, RELIGION, NATIONAL ORIGIN, SEX,
� AGE OR DISABILITY WITH RESPECT TO ANY BENEFIT OR CONDITION OF
EMPLOYMEN� INCLUDING, BUT NOT LIMITED T0, HIRING, PROMOTION,
UPGRADING, DEMOTION OR TRANSFER, RECRUITMENT, ADVERTISING, LAYOFF
� OR TERMINATION, RATES OF PAY OR OTHER FORMS OF COMPENSATION AND
BENEFITS, AND SELECTION FOR TRAINING, INCLUDING APPRENTICESHIP.
F. PAYMENT
' WHEN THE CONTRACTOR REQUIRES THE EMPlOYMENT OF EMPLOYEES FOR WAGES,
A FINAL SETTLEMENT SHALL NOT BE MADE UNTIL SATISFACTORY SHOWING IS
1 MAOE OF A CERTIFICATE COMPLETED BY THE COh�IISSIONER OF TAXATION
(STATE OF MINNESOTA, DEPARTMENT OF TAXATION, FORM 134) INDICATING
COMPLIANCE WITH THE PROVISIONS OF MINN. STAT. S 290.92.
` G. LIMITATIONS
THE PARK DISTRICT AGREES THAT IT SHALL CON�IENCE ANY LEGAL ACTION
1 AGAINST THE CONTRACTOR SEEKING DAMAGES ARISING OR RESULTING FROM
ANY WORK THAT WAS PERFORMED OR THAT SHOULD HAVE BEEN PERFORMED BY
THE CONTRACTOR WITHIN 4 YEARS FROM THE DATE THE DAMAGES BECOME
KNOWN TO THE PARK DISTRICT OR, IN THE CASE OF CLAIMS FOR
' CONTRIBUTION OR INDEMNIFICATION BY THE PARK DISTRICT ACAINST TNE
CONTRACTOR, WITHIN 4 YEARS OF THE ENTRY OF JUDGMENT OR PAYMENT OF
SETTLEMENT GIVING RISE TO THE CLAIM. THE CONTRACTOR HEREBY AGREES
, TO WAIVE ALL OTHER STATUTES OF LIMITATION AND REPOSE.
' III. PROJECT-REUTED R�.QUIREMENTS
A. PERMITS. FEES AND NOTICES
, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR
SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER
PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY
� FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK WHICH ARE
CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND WHICH ARE
LEGALLY REQUIRED AT THE TIME THE BIDS ARE RECEIVED. THE CONTRACTOR
' SHALL PROVIDE AND PAY FOR ALL BONDS THAT MAY BE REQUIRED, INCLUDING
BONDS REQUIRED BY MUNICIPALITIES, TO ACCOMPLISH THE WORK. IHE PARK
DISTRIGT WILL PAY ANY REOUIRED SEWER AVAILABILITY CHARGES <SAC).
� B. UTILITY PROPERTY SERVICE
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
' ALL UTILITIES IN ANY AREA PRIOR TO THE CONSTRUCTION IN THE AREA SO
THAT HE CAN BE INFORMED OF THE EXACT LOCATIONS OF ALL THE UTILITIES
IN THE AREA INCCUDING ANY THAT ARE NOT SHOWN IN THE PLANS. IT WILL
, ALSO BE HIS RESPONSIBILITY T0:
GENERAL CONDITIONS
PAGE 5 OF 14
,
�
1 . REP�RT ANY EXISTING DAMAGE OR FAUL�' CONDITION (I .E. SAND IN ,
MANHOLES, DAMAGED VALVE BOXES, ET" . >. TO THE OWNERS PRIOR TO
CONSTRUCTION, AS ONCE EXCAVATION ��S COMMENCED IT WILL BE
ASSUMED THAT ALL DAMAGE TO UNDER�ROUND INSTAILATIONS HAS BEEN �
CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS �
. RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS.
2. UPON COMPLETION OF THE PROJECT, CONTACT ALL UTILITY OWNERS AND ,
MAKE ARRANGEMENTS FOR A FIELD INSPECTION TRIP BY HIS
REPRESENTATIVE AND REPRESENTATIVES OF THE UTILITY OWNERS TO
CONFIRM THAT ALL DAMAGES CAUSED BY THE CONTRACTOR'S OPERATIONS ,
HAVE BEEN REPAIRED TO THE SATISFACTION OF THE OWNERS.
� �Af�L '
1 . TNE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL REASONABLE SAFETY
PRECAUTIONS TO PREVENT INJURY OR DEATH TO PERSONS OR DAMAGE TO �
PROPERTY. HIS OBLIGATIONS EXTEND TO PROTECTION OF ALL
EMPLOYEES ON THE WORK AND ALL PERSONS WHO MAY BE AFFECTED BY
THE WORK IN ANY WAY. PROTECTION OF PROPERTY INCLUDES THE WORK
� AND ALL MATERIALS AND EQUIPMENT TO BE INCORPORATED INTO IT, 1
WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE .CARE, CUSTODY
OR CONTROL OF THE CONTRACTQR OR ANY PERSON OR ENTITY FOR WHOM
THE CONTRACTOR IS RESPONSIBLE. IN ADDITION, PROTECTION OF �
PROPERTY INCLUDES OTHER PROPERTY AT THE SITE �t ADJACENT
THERETO, INCLUDING TREES, SHRUBS, LANNS, NALKS, PAVEMENTS,
ROADWAYS, STRUCTURES AND UTILITIES NOT DESI6NATED FOR REMOVAL, ,
RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION.
2. THE CONTRACTOR SHALL ASCERTAIN AND COMPLY WITH ALL REQUIREMENTS
TO GIVE NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LANS, �
ORDINANCES, RULES, REGULATI4NS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY BEARING ON THE SAFETY OF PERSONS OR PROPERTY ON THEIR
PROTECTION FROM DAMAGE, INJURY OR LOSS, I.E. SAFETY REGULATIONS ,
OF THE MINNESOTA STATE INDUSTRIAL COMMISSION, UNITED STATES
DEPARTMENT OF LABOR RELATING TO SAFETY AND HEALTH FOR
CONSTRUCTION. THE CONTRACTOR SHALL ASCERTAIN THE REQUIREMENTS
FOR AND SHALL ERECT AND MAINTAIN, AS REQUIRED BY LAW AI�/OR ,
EXISTING CONDITIONS, ALL REASONABLE SAFEGUARDS �t SAFETY AND
PROTECTION, INCLUDING BUT NOT LIMITED T0, POSTING DANGER SIGNS
AND OTHER WARNINGS AGAINST HAZARDS, PROM�ILGATING SAFETY 1
REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT PROPERTY.
3. IF THE WORK INVOLVES ANY ULTRA-HAZARDOUS ACTIVITIES OR THE USE '
OR STORAGE OF EXPLOSIVES OR OTHER HAZARDOUS MATERIALS OR
EQUIPMENT, THE CONTRACTOR SHALt EXERCIS�E THE UTMOST CARE AND
SHALL CARRY ON SUCH ACTIVITIES UNDER THE SUPERVISION OF
PROPERLY QUALIFIED AND LICENSED PERSONNEL. � �
4. ANY AND ALL DAMAGE OR LOSS TO ANY PROPERTY CAUSED IN WHOLE OR
IN PART BY THE CONTRACTOR OR ANY PERSON OR ENTITY FOR WHOSE �
PERFORMANCE THE CONTRACTOR IS RESPONSIBLE SHAIL BE PROMPTLY
REMEDIED AT THE EXPENSE OF THE CONTRACTOR.
5. THE CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE WORK TO '
BE LOADED IN SUCH A .WAY AS TO ENDANGER PERSONS OR PROPERTY.
GENERAL CONDITIONS ,
PAGE 6 OF 14
1
' IV. T
� A• �UBLETTING OF CONTRACT
THE CONTRACTOR SHALL SUBMIT TO THE CONSULTANT HIS LIST OF PROPOSED
' SUBCONTRACTORS WITH THE SIGNED CONTRACT.
B. SUBCONTRACTORS
' � THE CONTRACTOR SHALL BE RESPONSIBLE TO THE PARK DISTRICT FOR THE
ACTS AND OMISSIONS OF AlL HIS EMPLOYEES AND ALL SUBCONTRACTORS,
THEIR AGENTS AND EMPLOYEES, AND ALL OTHER PERSONS PERFORMING ANY OF
� THE WORK UNDER A CONTRACT WITH THE CONTRAC�OR. NO SUBCONTRACTOR
WILL BE RECOGNIZED AS SUCH, AND ALL PERSONS ENGAGED IN THE WORK OF
CONSTRUCTION WILL BE CONSIDERED AS EMPLOYEES OF TNE CONTRACTOR AND
� HE WILL BE HELD RESPONSIBLE FOR THEIR WORK, WHICN SHALI BE SUBJECT
TO THE PROVISIONS OF THE CONTRACT. NOTHING CONTAINED IN THE
CONTRACT DOCUMENTS SHALL CREATE ANY CONTRACTUAL RELATIONSHIP
BETWEEN ANY SUBCONTRACTOR AND THE PARK DISTRICT. IT IS FURTHER
, UNDERSTOOD THAT THE PARK DISTRICT WILL HAVE NO DIRECT RELATIONS
WITH ANY SUBCONTRACTOR. ANY NECESSARY RELATIONS BETWEEN THE PARK
D�STRICT AND A SUBCONTRACTOR SHALL BE HANDLED BY THE CONTRACTOR.
IC. 91�dE[3_S RIGHT TO PERFORM WORK AND TO AWARD SEPARATE CONTRACTS.
' THE OWNER RESERVES THE RIGHT TO PERFORM WORK RELATED TO THE PROJECT
WITH HIS OWN FORCES, AND TO AWARD SEPARATE CONTRACTS IN CONNECTION
WITH OTHER PORTIONS OF THE PROJECT OR OTHER WORK ON THE SITE UNDER
THESE OR SIMILAR CONDITIONS OF THE CONTRACT. IF THE CONTRACTOR
� CLAIMS THAT DELAY OR ADDITIONAL COST IS INVOLVED BECAUSE OF SUCH
ACTION BY THE OWNER, HE SHALL MAKE SUCH CLAIM AS PROVIDED ELSEWHERE
IN THE CONTRACT DOCUMENTS.
'
V. CONTRACT ENTS
` � A. ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS
1 . THE CONTRACT DOCUMENTS ARE TO BE THOROUGHLY REVIEWED AND
I EXAMINED BY THE CONTRACTOR AND AN'Y ERROR, INCONSISTENCY OR
�IISSION DISCOVERED AS A RESULT OF THIS REVIEW SHALL BE
REPORTED IN WRITING TO THE PARK DISTRICT. THE REPORTING OF ANY
' SUCH ERROR, INCONSISTENCY OR OMISSION BY THE CONTRACTOR TO THE
PARK DISTRICT SHALL RELIEVE THE CONTRACTOR OF ANY LIABILITY
RESULTING FROM ANY SUCH ERROR, INCONSISTENCY OR OMISSION.
� PERFORMANCE OF ANY PORTION OF THE WORK WITHOUT CONTRACT
DOCUMENTS AND, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT
DATA OR SAMPLES SHALL BE DONE AT THE CONTRACTOR'S SOLE RISK.
� 2. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES OR WITH THE
SPECIFICATIONS, OR SHOULD THE SPECIFICATIONS DISAGREE IN
THEMSELVES, THE BETTER QUALITY AND THE GREATER QUANTITY OF WORK
' OR MATERIALS SHALL BE FIGURED IN THE PROJECT COST, AND UNLESS
ORDERED OTHERWISE IN WRITING, SHALL BE FURNISHED AND INSTALLED.
, . GENERAL CONDITIONS
PAGE 7 OF 14
�
3. CERTAIN MATERIALS AND E IPMENT ARE SPECIFIED BY MANUFACTURER '
QU
� OR TRADE NAME TO ESTABIISH STANOARDS OF QllALITY AND
PERFORMANCE. THE NAME OR MAKE OF ANY ARTICLE, DEVICE, �
MATERIAL, FORM OF CONSTRUCTION, FIXTUR�, ETC. , NAMED IN THIS
SPECIFICATION SHALL BE KNOWN AS A "STANDARD"'' SPECIFIED AND
UNLESS THE CONSULTANT, PRIOR TO BIDDING, HAS APPROVED A �
SUBSTITUTION IN WRITING, THE .SPECIFIED "STANDARD" SHALL BE
PROVIDED. WHERE TWO OR MORE ITEMS ARE SPECIFIED, THE SELECTION
AMONG THE STANDARDS SPECIFIED IS THE CONTRACTOR'S OPTION. SEE
"INSTRUCTIONS TO BIDDERS.° ,
*THE CONTRACT WORK SHALL BE BASED ON THE "STANDARD".
4. REFERENCE SHALL BE MADE TO THE DRAWINGS FOR ALL DIMENSIONS AND t
THE DIMENSIONS SHALL BE VERIFIED AT THE JOB SITE BY ACTUAL
MEASUREMENT. THE DIMENSIONS GIVEN ON THE DRAWINGS SHALL BE
CHECKED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK AND t
ANY DISCREPANCY SHALL BE REPORTED AT ONCE TO THE CONSULTANT.
NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF A
DIFFERENCE BETWEEN THE DIMENSIONS INDICATED ON THE DRAWINGS AND �
THE ACTUAL MEASUREMENTS.
5. SHOULD IT APPEAR THAT TNE WORK INTENDED TO BE DESCRIBED, OR ANY ,
OF THE MATTERS RELATIVE THERETO, ARE I�T SUFFICIENTLY DETAILED
OR EXPLAINED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE
CONTRACTOR SHALL APPLY TO THE CONSULTANT FOR SUCH FURTHER ,
DRAWINGS OR EXPLANATIONS AS MAY BE NECESSARY, AND SHALL CONFORM
TO THE SAME AS �FAR AS THEY SHALL BE CONSISTENT IiITH THE
ORIGINRL DRAWINGS. IN THE EVENT OF ANY QUESTION ARISING WITH
RESPECT TO THE TRUE MEANING OF THE DRAWINGS AND SPECIFICATIONS, /
REFERENCE SHALL BE MADE TO THE CONSULTANT WHOSE DECISION SHALL
BE FINAL AND CONCLUSIVE. IN NO �CASE SHALL ANY WORK BE
� PROCEEDED WITH UNCERTAINTY. ,
g, RFVIEW APPROVAL AND SUBMISSION OF SHOP DRAWINGS. .PRODUCT DATA.
$AMPLES AND OTHER SUBMITTALS.
1 . ALL SUBMITTALS,. INCLUDING SHOP DRAWINGS, PRODUCT DATA AND �
SAMPLES, WHICH THE CONTRACTOR IS REQUIRED UNDER THE CONTRACT
DOCUMENTS TO PROVIDE��� WHETHER PREPARED ORIGINAILY BY THE '
CONTRACTOR OR SOMEONE EISE SHALL BE REVIEWED, STAMPED WITH TNE
CONTRACTOR'S APPRQVAL AND SUBMITTED TO THE CONSULTANT WITH
R�ASONABLE PROMPTNESS AND IN SUCH SEQUENCE AS TO CAUSE NO DEUY '
IN THE WORK OR IN THE WORK OF THE PARK DISTRICT OR ANY SEPARATE
CONTRACTOR. BY APPROVING AND PROVIDIN6 TO THE CONSULTANT A
SUBMITTAL, THE CONTRACTOR REPRESENTS THAT IT HAS DETERMINED AND
VERIFIED ALL MATERIALS, FIELD MEASUREMENTS AND FIELD t
CONSTRUCTION CRITERIA RELATED TO THE SUBMITTAL, OR WILL DO S0,
AND THAT IT HAS CHECKED AND COORDINATED THE INFORMATION
CONTAINED WITHIN SUCH SUBMITTAL WITH TME REQUIREMENTS OF THE �
WORK AND OF THE CONTRACT �CUMENTS. UNLESS THE CONTRACTOR HAS
'
GENERAL CONDITIONS
PAGE 8 OF 14 '
1
1
SPECIFICALLY INFORMED THE CONSULTANT IN WRITING AT THE TIME OF
� SUBMISSION THAT A SUBMITTAI CONTAINS A DEVIATION FROM THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL
NOT BE RELIEVED OF THE RESPONSIBILITY FOR DEVIATION BY THE
1 CONSULTANT'S APPROVAL OF THE SUBMITTAL. IN ADDITION, THE
CONTRACTOR WILL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR
OMISSIONS IN SUBMITTALS BY THE CONSULTANT'S APPROVAL. IF THE
CONTRACTOR COMMENCES WORK ON ANY PORTION OF THE WORK REQUIRING
' SUBMISSION OF A SHOP DRAWING, PRODUCT DATA, SAMPLE OR OTHER
SUBMITTAL PRIOR TO ITS SUBMISSION TO AND APPROVAL BY THE
CONSULTANT, SUCH COMMENCEMENT SHALL BE AT THE CONTRACTOR'S SOLE
1 RISK.
C. RETENTION OF DOCUMENTS. SAMPLES AND SUBMITTALS
, THE CONTRACTOR SHALL MAINTAIN IN GOOD ORDER AT THE PROJECT SITE
RECORD COPIES OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE
, ORDERS AND OTHER MODIFICATIONS AND SHALL MARK THEM TO SHOW ALL
DEVIATIONS FROM THEM MADE DURING COHSTRUCTION. THE CONTRACTOR
SHALL ALSO MAINTAIN SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND ALL
OTHER SUBMITTALS. THE ABOVE ITEMS SHALL BE AVAILABLE TO THE
1 CONSULTANT AT HIS REASONABLE REQUEST, AND TWO SETS OF RED LINED
AS-BUILT BLUEPRINTS WITH 2 COPIES OF ALL PROJECT DOCUMENTS IN A
3-RING BINDER SHALL BE DELIVERED TO THE PARK DISTRICT AT THE '
' CONCLUSION OF THE WORK.
D. CHANGE ORDERS
' 1 . WITHOUT INVALIDATING THE CONTRACT, THE PARK DISTRICT MAY ORDER
CHANGES IN THE WORK WITHIN THE GENERAL SCOPE OF THE CONTRACT,
CONSISTING OF ADDITIONS, DELETIONS OR OTHER REVISIONS, WITH THE
' CONTRACT SUM AND/OR SCHEDULE BEING ADJUSTED ACCORDINGLY, IF
NECESSARY. ALL SUCH CHANGES IN THE WORK hK1ST BE AUTHORIZED BY
A CHANGE ORDER PRIOR TO COt�IENCING THE WORK AND Ml1ST BE
, PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCtJMENTS. A CHANGE
ORDER SIGNED BY THE CONTRACTOR EVIDENCES HIS AGREEMENT WITH A
CHANGE ORDER, INCLUDING, BUT NOT LIMITED T0, ANY ADJUSTMENT IN
THE CONTRACT SUM AND/OR SCHEDULE INClUOED IN THE CHANGE ORDER.
� 2. A EHANGE ORDER MAY RESULT IN AN INCREASE, DECREASE OR NO CHANGE
IN THE AM�JNT OF THE CONTRACT. IF THE PARK DISTRICT AND THE
' CONTRACTOR CANNOT AGREE ON THE COST OF A CHANGE, THE
CONTRACTOR, UPON RECEIVING A WRITTEN ORDER SIGNED BY THE PARK
DISTRICT, SHALL PROMPTLY PROCEED WITH THE WORK INVOLVED.
THEREAFTER, THE CONSULTANT SHALL DETERMINE THE COST OF THE
tCHANGE ON THE BASIS OF THE REASONABLE EXPENDITURES AND SAVINGS
OF THOSE PERFORMING THE WORK AND ATTRIBUTABLE TO THE CHANGE,
INCLUDING A REASONABLE ALLOWANCE FOR OVERHEAD AND PROFIT. THE
1 CONSULTANT'S DETERMINATION SHALL BE FINAL.
,
, GENERAL CONDITIONS
PAGE 9 OF 14
'
VI. PROJECT SITE ,
A. USE OF THE PROJECT SITE
THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH HIS '
MATERIALS OR EQUIPMENT AND SHALL CONFINE HIS OPERATIONS AS DIRECTED
BY THE CONSULTANT AND THE PARK DISTRICT AND BY THE CONTRACT
DOCUMENTS. THE CONTRACTOR SHALL NOT EXECUTE THE WORK IN SUCH A '
MANNER AS WILL, IN THE OPINION OF THE PARK DISTRICT, HINDER,
INTERFERE WITH, MOLEST OR.DELAY THE PROSECUTION OF THE WORK, THE
OPERATION OF THE PARK DISTRICT AT THE SITE, OR THE WORK OF ANY '
OTHER CONTRACTOR EMPLOYED BY THE PARK DISTRICT. .
B. DISPOtAL OF MATERIALS AND DEBRIS AND CLEAN-UP � �
1 . THE CONTRACTOR SHALL, PURSUANT TO PARK DISTRICT PROJECT PLANS, I
SPECIFICATIONS AND CONTRACTS KEEP THE PREMISES FREE FROM
ACCUMULATION OF WASTE MATERIAL OR RUBBISH AND ANY DEMOLITION �
DEBRIS CAUSED BY HIS/HER OPERATIONS. ALL MATERIALS AND DEBRIS
SHALL BE REMOVED FROM PARK DISTRICT PROPERTY AND DISPOSED OF AT
AN OFF-SITE "CONSTRUCTION DEBRIS" LAND FILL OR THROUGH OTHER ,
APPROVED DISPOSAL CHANNELS AS SPECIFIED BY STATE AND FEDERAL
LAW.
2: AT THE COMPlETION OF THE WORK AND PRIOR TO RELEASE OF PROJECT '
FINAL PAYMENT THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,
RUBBISH AND DEBRIS FROM AND ABOVE THE PROJECT, INCLUOING TOOLS,
CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIAtS. AT NO ,
TIME WILL ANY CONSTRUCTION OR RECONSTRUCTION DEBRIS/MATERIALS
BE BURIED OR IN ANY OTNER MANNER REMAIN WITHIN THE BOUNDARIES
OF ANY HENNEPIN PARKS PROPERTY.
3. IF THE CONTRACTOR FAILS TO CLEAN UP AT THE COMPLETION OF THE ,
WORK, THE PARK DISTRICT MAY DO SO AND THE (�OST THEREOF SHALL BE
CHARGED TO THE CONTRACTOR AND DEDUCTED FROM THE FINAL PAYMENT. ,
IN ADDITION, IF AND WHEN THE PARK DISTRICT'S NASTE DISPOSAL
POLICY IS VIOLATED, HENNEPIN PARKS' ORDINANCE AND/OR FEDEftAL
AND STATE CRIMINAL LAWS WILL BE ENFORCED. ,
VII. MATERIALS
A. AW R�Nn '
THE CONTRACTOR WARRANTS TO THE PARK DISTRICT THAT MATERIALS AND
EQUIPMENT FURNISHED UNDER THE CONTRACT WILL BE MERCHANTABLE AND '
NEW, THAT THE WORK WILL BE FREE FROM DEFECTS, AND THAT THE WORK
WILL CONFORM WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
MATERIALS, EQUIPMENT, AND WORK NOT CONFORMING TO THIS WARRANTY ,
. SHALL BE CONSIDERED DEFECTIVE. THIS WARRANTY EXCLUDES DAMAGES
CAUSED BY ABUSE, IMPROPER OR INSUFFICIENT MAINTENANCE, OR NORMAL �
WEAR AND TEAR UNDER NORMAL USAGE.
B. CORRECTING DEFECTIVE WORK ,
ALL DEFECTIVE MATERIAL, EQUIPMENT OR WORK, WHETHER OBSERVED BEFORE '
OR AFTER SUBSTANTIAL COMPLETION AND WHETHER OR NOT THEN FABRICATED,
INSTALLED OR COMPIETED, SHALL BE PROMPTLY CORRECTED
GENERAL CONDITIONS ,
PAGE 10 OF 14
� ,
'
BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CORRECTING SUCH DEFECTIVE MATERIAL, EQUIPMENT OR WORK, �
� INCLUDING COMPENSATING THE PARK DISTRICT FOR LOSSES INCURRED AS
A RESULT OF THE DEFECT. IF THE CONTRACTOR• F.AIIS TO CORRECT
DEFECTIVE MATERIAL,vEQUIPMENT OR WORK, THE PARK DISTRICT MAY
1 � CORRECT IT AT THE EXPENSE OF THE CONTRACTOR. THE PARK DISTRICT
MAY DEDUCT THIS EXPENSE FROM ANY MONIES DUE UNDER THE CONTRACT
OR, IF THE COST OF CORRECTING THE DEFECTS EXCEEDS THE AMOUNT
, DUE TO THE CONTRACTOR UNDER THE CONTRACT, MAY BRING SUIT
AGAINST THE CONTRACTOR FOR THE EXCESS. CONTRACTOR AGREES T0
PAY THE REASONABLE COST OF SUCH A SUIT, INCLUDING ATTORNEYS'
FEES, IF THE PARK DISTRICT PREVAILS IN WHOLE OR IN PART UPON
' ITS CLAIM.
1 VIII. PROJECT SCHEDULE AND PAYMENTS
A. DELAYS AND EXTENSIONS OF TIME
' 1 . IN THE EVENT THAT THE CONTRACTOR SHALL BE DELAYED OR HINDERED
IN OR PREVENTED FROM PERFORMANCE OF ANY ACT REQUIRED BY THE
CONTRACT BY REASON OF UNAVOIDABLE LABOR DISPUTE, UNAVOIDABLE
' INABILITY TO PROCURE MATERIALS, FAILURE OF POWER, RIOTS,
INSURRECTIONS, WAR, FIRE, ADVERSE WEATHER CONDITION NOT
REASONABLY ANTICIPATIBLE, OTHER UNAVOIDABLE CASUALTIES OR OTHER
' REASONS OF A LIKE NATURE NOT THE FAULT OF THE CONTRACTOR, TNEN
PERFORMANCE OF SUCH ACTS SHALL BE EXCUSED FOR THE PERIOD OF THE
DELAY AND THE PERIOD FOR THE PERFORMANCE OF ANY SUCH ACTS SHALL
BE EXTENDED FOR AN EQUIVALENT PERIOD BY A CHANGE ORDER TO THE
� CONTRACT. IF THE PARK DISTRICT, THE CONSULTANT, OR ANY
SEPARATE CONTRACTOR EMPLOYED BY THE PARK DISTRICT DELAYS THE
CONTRACTOR, THIS SHALL BE CONSIDERED AN EVENT OF DELAY.
' HOWEi/ER, IN NO EVENT SHALL THE CONTRACTOR BE ENTITLED TO ANY
COMPENSATION FOR ANY DELAY.
2. THE CONTRACTOR'S CLAIMS, IF ANY, FOR EXTENSION OF TIME MUST BE ,
, MADE IN WRITING TO THE PARK DISTRICT NOT MORE THAN FIVE WORKING
DAYS AFTER THE CONTRACTOR HAS NOTICE OF THE DELAY. THEREAFTER,
THE CONTRACTOR MUST PROVIDE FULL DETAILS AND SUPPORTING
, DOCUMENTATION WITH REGARD TO THE CAUSE OF THE DELAY WITHIN
FIFTEEN WORKING DAYS OF THE INITIAL NOTICE OF THE DELAY TO THE
PARK DISTRICT. IF EITHER THE INITIAL NOTICE OR THE SUPPORTING
' DOCUMENTATION ARE NOT FILED WITH THE PARK DISTRICT IN WRITING
WITHIN THE TIME PERIOD SPECIFIED, THE CLAIM FOR DELAY SHALL BE
WAIVED.
' B: SUSPENSION OF WORK
THE PARK DIS�RICT MAY ORDER THE CONTRACTOR, IN WRITING, TO SUSPEND
' ALL OR ANY PART OF THE WORK FOR SUCH PERIOD OF TIME AS THE PARK
DISTRICT MAY DETERMINE TO BE APPROPRIATE FOR ITS CONVENIENCE. IF
ANY PART OF THE WORK IS SUSPENDED, THE CONTRACTOR'S SCHEDULE FOR
' COMPLETION OF THE WORK SHALL BE ADJUSTED ACCORDINGLY.
1 GENERAL CONDITIONS
PAGE 11 OF 14
. . 1
1
C. TERMINATION
l . TNE PARK DISTRICT MAY, BY WRITTEN NOTICE TO THE CONTRACTOR, '
TERMINATE THIS CONTRACT IN WHOLE OR IN PART AT ANY TIME, FOR
CONVENIENCE OR BECAUSE OF THE FAIIURE OF THE CONTRACTOR TO '
FULFILL ITS CONTRACTUAL OBLIGATIONS. UPON RECEIPT OF SUCH
NOTICE, THE CONTRACTOR SHALL IMMEDIATELY DISCONTINUE ALL
SERVICES AFFECTED AND SHALL DELIVER TO THE PARK DISTRICT ALL
. DOCUMENTS, SAMPLES, AND SUBMITTALS. � ,
2. IF THE TERMINATION IS FOR THE CONVENIENCE OF THE PARK DISTRICT,
AN EQUITABLE ADJUSTMENT IN THE COMPENSATION OF THE CONTRACTOR ,
SHALL BE MADE, BUT NO AMOUNT SHALL BE ALLOWED FOR ANTICIPATED
PROFIT, UNPERFORMED SERVICES OR INTANGIBLES.
3. IF THE TERMINATION IS DUE TO THE FAILURE OF THE CONTRACTOR TO t
FULFILL ITS CONTRACTUAL OBLIGATIONS, THE PARK DISTRICT MAY TAKE
OVER THE I�RK AND PROSECUTE THE SAME TO COMPLETI01� BY CONTRACT
OR OTHERWISE AND THE PARK DISTRICT SHALL BE COMPENSATED BY THE �
CONTRACTOR FOR ANY LOSSES OR COSTS IT INCURS BY VIRTUE OF THIS
TERMINATION FOR FAILURE TO PERFORM.
D. PARTIAL PAYMENTS '
1 . A TOTAL OF FIVE PERCENT (5X) OF EACH APPROVAL PARTIAL PAYMENT ,
SHALL BE RETAINED UNTIL COMPLETION AND FINAL ACCEPTANCE OF THE
WORK.
2. PARTIAL PAYMENTS WILL NOT BE MADE MORE OFTEN THAN ONCE EACH '
MONTH.
3. WHEN THE WORK UNDER CONTRACT HAS BEEN COMPLETED TO �HE EXTENT ,
THAT NOT MORE THAN FIVE PERCENT OF THE ORIGINAL (:ONTRACT VALUE
REMAINS TO BE COMPLETED, THE PARK DISTRICT WILL RELEASE TO THE
CONTRACTOR SUCH PORTIONS OF THE RETAINED FUNDS AS IT CONSIDERS �
TO BE IN EXCESS OF THE AMOUNT ADEQUATE FOR PROTECTION OF ITS
INTERESTS. BEFORE ANY REDUCTIONS ARE MADE IN THE AMOUNTS
RETAINED, THE CONTRACTOR MAY BE REQUIRED TO FURNISH AN
AFFIDAVIT OF CONSENT FROM HIS SURETIES.
E. INSPECTION
1 . THE CONSULTANT WILL INSPECT THE WORK AT INTERVALS APPROPRIATE ,
TO THE STAGE OF CONSTRUCTION TO EVALUATE THE PROGRESS AND
QUALITY OF THE WORK AND TO DETERMINE IN GENERAL IF THE WORK IS ,
PROCEEDING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
2. THE CONSULTANT SHALL AT ALL TIMES HAVE ACCESS TO THE WORK
WHEREVER IT IS IN PREPARATION AND PROGRESS. THE CONTRACTOR ,
SHALL PROVIDE FACILITIES FOR SUCH ACCESS SO THAT CONSULTANT MAY
PERFORM HIS FUNCTIONS UNDER THE CONTRACT DOCUMENTS.
'
GENERAL CONDITIONS '
PAGE 12 OF 14
'
' 3. IF THE CONTRACT DOCUMENTS, LAWS, ORDINANCES, RUIES, REGULATIONS
OR ORDERS OF ANY PUBIIC AUTHORITY HAVING JURISaICTiON REQUIRf
AM( PORTION OF THE WORK TO 6E INSPECTED, TESTED OR APPROVED,
' THE CONTRACTOR SHALL �IVE THE CONSULTANT TIMELY NOTICE OF ITS
READINESS SO THE CONSULTANT MAY OBSERVE SUCH INSPECTION,
TESTING OR APPROVAL. THE CONSULTANT SHALL HAVE REASONABLE TIME
' AFTER SUCH NOTICE OF READINESS TO MAKE THE REQUIRED
INSPECTIONS, TESTS AND OTHERWISE FULFILL HIS OBLIGATIONS
. HEREUNDER.
� F. SUBSTANTIAL COMPLETION
1 . SUBSTANTIAL C�IPLETION OCCURS WHEN THE WORK IS SUFFICI.ENTLY
1 C�IPLETE SO THAT THE PARK DISTRICT CAN OCCUPY OR UTILIZE THE
WORK FOR ITS INTENDED PURPOSE.
� 2. FOR ARCHITECTURAL STRUCTURES A "CERTIFICATE OF USE AND
OCCUPANCY" WILL BE REQUIRED AT THE TIME OF SUBSTANTIAL
COMPLETION.
' G. PAYMENTS AND COMPLETION
l . AT LEAST TEN DAYS BEFORE THE DATE FOR EACH PRElGRESS PAYMENT
' ESTABLISHED IN THE OWNER-CONTRACTOR AGREEMENT, THE CONTRACTOR
SHALL SUBMIT TO THE CONSULTANT AN ITEMIZED APPLICATION FOR
PAYMENT, NOTARIZED IF REQUIRED, SUPPORTED BY SUCH DATA
' SUBSTANTIATING THE CONTRACTORS RIGHT TO PAYMENT AS THE PARK
DISTRICT OR THE CONSULTANT MAY REQUIRE, AND REFLECTING
RETAINAGE, IF ANY, AS PROVIDED ELSEWHERE IN THE CONTRACT
DOCUMENTS. REQUEST FOR PARTIAL PAYMENT SHALL BE MADE ON AIA
' DOCUMENT G702 AND G703 FORMS FURNISHED BY THE CONTRACTOR AND
ENTITLED "APPLICATION AND CERTIFICATE FOR PAYMENT", OR THE
PROJECT SPECIFIC FORMS PREPARED BY THE PARK DISTRICT. PREPARE
, AND SUBMIT TO THE CONSULTANT, FOR APPROVAL, FOUR (4) COPIES OF
EACH FORM, OR MORE IF REQUESTED, FOR EACH PERIOD�G PAYMENT.
THE CONTRACTOR MAY MAKE PERIODIC APPLICATIONS FOR PAYMENT, BUT
NO MORE THAN MONTHLY FOR WORK SATISFACTORILY COMPLETfD AND FOR
, MATERIALS AND EQUIPMENT SUITABLY STORED AND PROTECTED AT THE
PROJECT SITE.
, 2. PAYMENT APPLICATIONS, AMOUNTING TO 95X OF THE COST OF THE WORK
PERFORMED MONTHLY MAY BE MADE BY THE CONTRACTOR EXCEPT THAT
PAYMENTS ON ACCOUNT OF MATERIALS DELIVERED ON THE PREMISES FOR
� IMMEDIATE USE ON THE WORK WILL BE MADE ON THE BASIS OF 65X OF
THE VALUE OF THE MATERIAL DELIVERED. IN ADDITION, THE CONTRACT
SHALL, IF AND WHEN REQUIRED BY THE CONSULTANT, SUPPORT HIS
, RIGHT TO PAYMENT BY SUBMITTING WITH HIS APPLICATION FOR
PAYMENT RECEIPTS OR OTHER VOUCHERS SHOWING PAYMENTS FOR
MATERIALS AND LABOR, PAYMENT TO SUBCONTRACTORS OR SUCH OTHER
EVIDENCE AS THE CONSULTANT MAY REQUIRE. SUBMITTAL OF AN
' APPLiCATION FOR PAYMENT SIGNED BY THE CONTRACTOR OR HIS LEGALLY
AUTHORIZED REPRESENTATIVE SHALL CONSTITUTE A CERTIFICATE THAT
THE PAYMENT APPLICATION REPRESENTS THE TRUE COST OF THE WORK �
' PERFORMED.
GENERAL CONDITIONS
' : PAGE 13 OF 14
,
3. IF THE CONSULTANT FINDS DEFECTIVE; DAMAGED OR NON-CONFORMING ,
WORK OR WORK NOT DONE IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS, AND THE CONTRACTOR IS UNWILLING TO REPAIR OR '
RECTIFY, THE PRORATED AMOUNT REPRESENTING THE VA�UE THEREOF
SHALL BE DEDUCTEp BY CHANGE ORDER FROM THE CONTRACT SUM.
4. IF THE OWNER PREFERS TO ACCEPT DEFECTIVE, DAMAGED OR ,
NON-CONFORMING WORK, THE PRORATED AMOUNT REPRESENTING THE VALUE
OF THE AFFECTED WORK SHALL BE DEDUCTED BY CHANGE ORDER FROM THE
CONTRACT SUM. ,
H. ASSESSMENT OF LIOUIDATED DAMAGES �
THE CONTRACTOR WILL BE ASSESSED A DAILY CHARGE, ON A CALENDAR DAY t
BASIS, FOR EACH DAY THAT ANY WORK REMAINS UNCOMPLETED AFTER
EXPIRATION OF THE CONTRACT TIME. THE DAILY CHARGE WILL BE BASED ON '
THE ORIGINAL CONTRACT VAIUE, AND WILL BE IN THE AMOUNT SHOWN IN THE
SCHEDULE OF LIQUIDATED DAMAGES FOR THAT VALUE..
SCHEDULE OF LIQUIDATED DAMAGES '
ORIGINAL CONTRACT AMOUNT CHARGE PER
FROM MORE THAN TO AND INCLUDING CALENDAR DAY '
$ 0 s 50,000 i150
50,000 100,000 . 250
100,000 500,000 400 '
500,000 1 ,000,000 500
1 ,000,000 2,000,000 600
2,000,000 900 �
. I. WAIVER OF LIOUIDATED DAMAGES
1 . THE PARK DISTRICT MAY WAIVE ALL OR ANY PORTION OF THE ,
LIQUIDATED DAMAGE ASSESSMENT AFTER THE DATE THE WORK IS
S116STANTIALLY COMPLETED AND IS: <a> IN CONDITION FOR SAFE AND
CONVENIENT USE BY THE TRAVELING PUBLIC; OR (b) AVAILABIE FOR ,
NEXT-STAGE CONSTRUCTION WITHOUT RESTRICTION.
2. NO LIQUIDATED DAMAGES WILL ACCRUE DURING PERIODS OF AUTHORIZED '
SUSPENSION OF ALL CONTROLLING OPERATIQNS.
3. PERMITTING THE CONTRACTOR TO CONTINUE AND FINISH THE WORK OR �
ANY PART OF IT AFTER THE TIME FIXED FOR ITS COMPLETION SHALL
NOT IN ANY WAY OPERATE AS A WAIVER ON THE PART OF THE PARK
DISTRICT OR ANY OF ITS RIGHTS UNDER THE CONTRACT. NEITHER BY
THE ACT OF TAKING OVER THE WORK NOR BY ANNULMENT OF THE '
CONTRACT SHALL THE PARK DISTRICT FORFEIT THE RIGHT TO RECOVER
LIQUIDATED DAMAGES FROM THE CONTRACT OR HIS SURETIES.
�
'
GENERAL CONDITIONS
PAGE 14 OF 14 ,
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' � SECTION B. SPECIAL CONDITIONS .
' 1 . EG NERAL '
A. THE FOLLOWING SPECIAL CONDITIONS SUPPLEMENT THE GENERAL CONDITIONS.
' B. THE OWNER'S REPRESENTATIVE ON THIS JOB IS THE DEPARTMENT OF PLANNING
& ENGINEERING, SUBURBAN HENNEPIN REGIONAL PARK DISTRICT, 12615 COUNTY ROAD 9,
PLYMOUTH, MN 55441-1248.
ICOOPERATION WITH BUILDING OFFICIALS
' A. COOPERATE WITH APPLICABLE GOVERNMENTAL OFFICIALS AND INSPECTORS AT
ALL TIMES. IF SUCH OFFICIAL OR INSPECTOR DEEMS SPECIAL INSPECTION NECESSARY,
PROVIDE ASSISTANCE AND FACILITIES THAT WILL EXPEDITE HIS INSPECTION.
, 3. PROGRESS MEETINGS
A. FROM TIME TO TIME AND AS DEEMED NECESSARY BY THE OWNER, PROGRESS
' MEETINGS MAY BE SCHEDULED AT THE PROJECT SITE TO ASSURE THE PROPER PROGRESS
AND EXECUTION OF THE WORK. THESE MEETINGS SHALL BE ATTENDED BY QUALIFIED
PERSONNEL REPRESENTING THE OWNER, AND THE CONTRACTOR.
' 4. TEMPORARY F�ACILITIES
A. STORAGE FACILITIES
' (1 ) THE CONTRACTOR SHALL PROVIDE, OR ARRANGE FOR, WEATHER-TIGHT
STORAGE FOR CEMENT, PAINT, FINISH MATERIALS, AND OTHER MATERIALS REQUIRING
� PROTECTION FROM THE WEATHER. �
B. SANITARY FACILITIES
, (1 > THE CONTRACTOR, AT HIS EXPENSE, SHALL PROVIDE AND MAINTAIN
TEMPORARY SANITARY FACILITIES DURING THE CONSTRUCTION.
' C. TEMPORARY WATER
(1 ) THE CONTRACTOR SHALL PROVIDE, OR ARRANGE FOR, ALL POTABLE WATER
, AND ANY WATER REQUIRED FOR CONSTRUCTION PROCEDURES.
D. TEMPORARY LIGHT AND POWER
' (1 > THE CONTRACTOR, AT HIS EXPEN.SE, SHALL PROVIDE ALL TEMPORARY
POWER FOR CONSTRUCTION PURPOSES.
' 5. GARE OF THE PREMISES
A. FROM THE TIME THE WORK IS BEGUN UNTIL THE CONTRACT WORK IS COMPLETED, :
' THE CONTRACTOR SHALL HAVE THE CARE OF THE PREMISES, SUBJECT TO THE RIGHTS OF
THE OWNER AND OTHER SUBCONTRACTORS ENGAGED THEREON.
, SPECIAL CONDITIONS
PAGE 1 OF 3
,
, '
B. THE CONTRACTOR SHALL NOT ALLOW RUBBISH OR WASTE MATERIAL TO
,
ACCUMULATE ON OR ABOUT THE PREMISES. AT THE COMPLETION OF THE WORK HE SHALL
PROMPTLY REMOVE ALL RUBBISH AND WASTE MATERIAL AND LEAVE THE BUILDING BROOM ,
CIEAN AND READY FOR USE. HE SHALL LEAVE ADJOINING PROPERTY CLEANED OF REFUSE
AND REPAIR TO THE SATISFACTION OF THE ARCHITECT. THE CONTRACTOR SHALL PROTECT
EXISTING FEATURES AND ELEMENTS WHICH ARE TO REMAIN. HE SHALL RESTORE OR ,
REPLACE, A�T HIS OWN EXPEN$E, ALL DAMAGE TO SAME.
6. EXISTING UTILITY LINE AND SERVICES �
A. IF ACTIVE UTILITY LINES OR SERVICES ARE ENCOk1NTERED IN THE WORK, THEY '
SHALL BE PROPERLY PROTECTED, BRACED AND SUPPORTED� AS REQUIRED FOR THE PROPER
PROGRESS AND EXECUTION OF THE WORK. IF EXISTING ACTIVE UTILITY LINES OR '
SERVICES ARE ENCOUNTERED THAT REQUIRE RELOCATION TO PROPERLY PERFORM THE WORK,
NOTIFY THE ARCHITECT FOR A DETERMINATION. CONTRACTOR SHALL NOT PROCEED WITH
THE I�RK UNTIL WRITTEN DIRECTIONS ARE RECEIVED�. CONTRACTOR SHALL NOT PREVENT '
OR DISTURB THE OPERATION OF ACTIVE UTILITY LINES AND SERVICES THAT ARE TO
REMAIN.
7. PROGRESS OF WORK ,
A. A SUFFICIENT NUMBER OF GOMPETENT PERSONNEL SHALL BE CONTINUALLY
EMPLOYED BY THE CONTRACTOR AND SUBCONTRACTORS TO SATISFY THE OWNER AND THE ,
ARCHITECT THAT THE WORK WILL BE COMPLETED BY THE TIME SPECIFIED, OR IN SUCH
TIME AS NOT TO DELAY THE WORK OF OTHERS.
8. OUALITY OF MATERIALS AND WORK '
A. ALL WORK DESCRIBED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS,
AND ALL WORK NECESSARY TO THE COMPLETE FINISH OF THE WORK AS DESCRIBED OR '
SHOWN IS TO BE EXECUTED IN A THOROUGHLY SUBSTANTIAL AND WORKMANLIKE MANNER.
B. ALL WORK, FIXTURES, MATERIALS, EQUIPMENT AND APPARATUS SHALL BE NEW '
AND SHALL BE FIRST CLASS IN EVERY RESPECT, AND ALL SHALL BE DELIVERED UPON THE
COMPLETION OF THE WORK IN A PERFECT AND UNDAMAGED CONDITION WITHOUT EXCEPTION.
C. ALL WORK SHALL BE DONE BY PERSONNEL WHO ARE THOROUGHLY EXPERIENCED IN ,
THEIR PARTICULAR TRADE OR CRAFT.
9. USE AND OCCUPANCY '
A. USE AND OCCUPANCY OF THE PROJECT BY THE OWNER PRIOR TO FORMAL
ACCEPTANCE OF THE WORK, IF AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, DOES ,
NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO MAINTAIN INSURANCE AS
HEREINBEFORE SPECIFIED ON A 100X BASIS FOR THE BENEFIT OF THE OWNER, AND ALL
OTHERS HEREINBEFORE SPECIFIED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY
THE OWNER, AND CONTRACTOR HAS RECEIVED THE FINAL PAYMENT. '
10. COMPLETION DATE
A. SEE INSTRUCTIONS TO BIDDERS, 8. COMMENCEMENT AND COMPLETION OF �HE . ,
WORK.
'
SPECIAL CONDITIONS ,
PAGE 2 OF 3
,
' 11 . TESTING
A. THE OWNER WILL PAY FOR ALL PASSING COMPACTION, SOIL AND CONCRETE
' TESTS MADE. THE TEST RESULTS AND INVOICES SHALL BE SENT TO THE OWNER WITH
COPIES TO THE CONSULTANT. ALL FAILING TESTS SHALL BE PAID BY THE CONTRACTOR.
' 12. COORDINATION OF CONTRACTS
A. THE CONTRACTOR WILL 8E REQUIRED TO COORDINATE WITH OTHER CONTRACTORS
WHO WILL BE WORKING IN THIS AREA BUT NOT UNDER THIS CONTRACT.
'
B. A SEPARATE CONTRACTOR WILL BE A SEPARATE CONTRACTOR WILL BE DOING
' GARDEN DEVELOPMENT NEAR THE PARKING LOT. THIS D EVELOPMENT WILL INCLUDE AN
AGGREGATE PATH WHICH WILL CONNECT TO THE PARKING LOT AND AN IRRIGATION SYSTEM
WHICH WILL GO AROUND THE PARKING LOT AND HAVE IRRIGATION HEADS WITHIN THE
PARKING LOT ISLANDS.
, C. A SEPARATE CONTRACTOR WILL BE DRILLING AN IRRIGATION•WELL NEAR THE
EXISTING WATER TOWER ON THE NORTH SIDE OF COUNTY ROAD 51 . INCLUDED IN THAT
, WELL CONTRACT IS THE MAIN WATER LINE WHICH CROSSES C0. RD. 51 FROM THE WATER
TOWER TO THE GARDEN SITE. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO
COORDINATE WITH THE WELL CONTRACTOR IN THEIR CONSTRUCTION OF THIS WATER LINE.
, 13. PRESERVATION OF THE AREA
A. THE CONTRACTOR SHALL TAKE ALL RESPONSIBLE PRECAUTIONS TO PRESERVE THE
' NATURE OF THE WORK SITES. NIORK TASKS SHALL BE SO MANAGED TO PROVIDE THE LEAST
DISRUPTION TO THE EXISTING VEGETATION, ROADS, ETC.
' B. ANY TOPSOIL STRIPPED FOR GRADING OR EXCAVATION PURPOSES WILL BE
STOCKPILED SEPARATELY AND NOT BE ALLOWED TO BE MIXED WITH MINERAL SUBSOILS.
' 14. UMBRELLA LIABILITY INSURANCE COVERAGE
A. THE CONTRACTOR SHALL CARRY UMBRELLA EXCESS LIABILITY COVERAGE. THE
MINIMUM LIMIT REQUIRED IS $1 ,000,000 OVER ALL UNDERLYING POLICIES.
� 15. LIOUIDATED DAMAGES
' A. LIQUIDATED DAMAGES WILL BE ASSESSED ACCORDING TO THE SCHEDULE IN THE
GENERAL CONDITIONS.
1
' '
'
' SPECIAL CONDITIONS
PAGE 3 OF 3
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� >M Bwun Infertec Engineering,Inc.
sR A� N 6801 Washington Avenue So�th
' P.O.Box 39108
I N T E RT E C M;������5,Minnesoro 55439-0108
612-941-5600 fax:941-4151
Engineers and$tienfists Serving
' �he Built ond Nalural Environments
December 19, 1991 Project BABX-91-589
' �
, Mr. Timothy I. Marr, P.E.
Hennepin Parks
12615 County Road 9
' P.O. Box 41320
Plymouth, MN 55441
' Dear Mr. Marr:
Re: Preliminary Geotechnical Evaluation for Proposed Visitors Center and Parking Areas
, at Noerenberg Memorial County Park, Orono, Minnesota
As you authorized on November 8, 1991, and based on our proposal dated November 11,
' 1991, we have completed our preliminary geotechnical evaluation for the above-referenced
project.
' The soils encountered in the borings generally consisted of 1 1/2 to 3 feet of topsoil overlying
giacially deposited sand and clay to the termination depth of the borings. Groundwater was
, encountered in the borings ranging in depth from 2 1/2 to 10 feet below the surface
corresponding to elevations from 932 to 940.
, The majority of soil encountered in the borings will provide adequate support for the
proposed visitors center. Prior to construction or placing fill, we recommend all topsoil and
the upper softer clay layers be removed from the building area. Once this area is cut to grade
' or the fill area is properly compacted, we recommend the building be supported by a typical
spread footing foundation system. We recommend footings be sized to exert a maximum soil
bearing pressure of 2,000 pounds per square foot (ps�.
'
In the parking areas, we recommend the surficial vegetation and topsoil be removed prior to
' placing fill or the pavement section. Based on the soils encountered in the borings, we
recommend the pavement section be designed using an assumed Hveem stabilometer R-value
in the range of 10 to 20.
' Please refer to the attached report for a discussion of the investigation results and our analysis
and recommendations.
,
'
'
Hennepin Parks �
. Project BABX-91-589
December 19, 1991 �
Page 2
,
'
If you have questions regarding this report, or if you require additional services, please call
Henry Vloo at (612) 942-1779. ' . '
Sincerely,
_���
�� '
Henry Vloo, P.E. '
Project Engineer
_ '
. Heueri�
Senior Engineer ,
Attachments: ,
Foundation Investigation Report
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hv/mmh:mjs\eng\cpt\91589 '
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, A Preliminary Geotechnical Evaluation Report for
Hennepin Parks
'
Proposed Visitor Center and Parking Areas at Noerenberg
� Memorial County Park, Orono, Minnesota
'
'
'
'
'
'
,
,
'
'
Project BABX-91-589
' December 19, 1991
' Braun Intertec Engineering, Inc.
'
'
� Table of Contents
Description Page
, A. Introduction . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . 1
A.1 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 �
A.2 Scope . . . . . . . . . . . . . . . : .�. . . . . . . . . . . . . . . . . . . . . . . . . . . 1
' A.3 Avallable Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
A.4 Locations and Elevations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
, B. Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
B.1 Logs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
B.2 Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
� B.3 Groundwater . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
B.4 Laboratory Tests 3
' C. Preliminary Analysis and Recommendations : : : : : : : : : : : : : : : : : : : : : : : : : : 4
C.1 Proposed Construction 4
G2 Building Pad Preparauon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
C.3 Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
' C.4 Floor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
C.5 Pavements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
C.S.a Subgrade Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
, GS.b Design Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
D. Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
' D.1 Excavation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,
D.2 Observations 7
D.3 Backfills and Fills . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
D.4 Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
' D.5 Cold Weather . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
E. Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
' E.1 Drilling and Sampling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
E.2 Soil Classification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
E.3 Groundwater Observations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
' F. General Recommendations . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . 9
F.1 Basis of Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
' F.2 Review of Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
F.3 Groundwater Fluctuations 10
F.4 Use of Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
' F.5 Level of Care . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Professional Certification
, Appendix
Location Sketch
Log of Boring Sheets
' Descriptive Terminology
'
,
' sM Braun Intertec Engineering,Inc.
B ��� � 6801 Washington Avenue South
� I N T E RT E� P.o.�X 39,08
Minneapolis,Min�esota 55439-0108
612-941-5600 Fax:941-4151
, Engineers and Scientists Serving
the Built and Natural Environmenls
A. Introduction
,
A.1 Purpose
, This preliminary geotechnical evaluation was undertaken to make an evaluation of the site
subsurface soils and appazent groundwater conditions relative to construction of a visitors
center and paved parking areas at Noerenberg Memorial County Park in Orono, Minnesota.
' The evaluation will then be used by the Hennepin Parks Department of Planning and
Engineering to design foundations and prepare grading plans and specifications for the
' project.
' A.2 Scope
Three standard penetration test borings were performed in the area of the proposed visitors
center. In addition, four power auger test borings were performed in the proposed parking
' areas. As part of our evaluation, several grain size analyses (number 200 wash) were
performed on select soil samples for classification purposes. With the results of these borings
' and laboratory tests, this engineering report was prepared addressing our preliminary analysis
and recommendations.
1 It should be noted this work was done according to our proposal dated November 11, 1991.
A.3 Available Information
, Prior to performing our evaluation, a meeting was held at the Hennepin Parks office in
Plymouth to discuss the scope of the project. At that time, we obtained a site plan showing
, the proposed visitors center and parking areas. The plan was prepared by Hennepin Parks and
dated October 31, 1991.
� A.4 Locations and Elevations
The borings were performed at the locations staked in the field by Hennepin Parks. These aze
' shown on the attached sketch.
' Ground surface elevations at the borings were estimated from the surface topography shown
on the available site plan. Thus, the elevations should be considered approximate.
,
'
�
Hennepin Parks '
Project BABX-91-589
December 19, 1991
� Page 2 . ,
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. e 1B. Results
B.1 Logs ,
Log of Boring sheets indicating the depths and identifications of the various soil strata,
penetration resistances, laboratory test data and groundwater observations aze attached. The �
suata changes were inferred from the changes in the penetration test samples and auger
cuttings. Depths shown as changes between the strata are only approximate. The changes are �
likely transitions and the depths of the changes vary between the borings.
Geologic origins presented for each stratum on the Log of Boring sheets are based on the soil ,
types, blows per foot, and available common knowledge of the depositional history of the site.
Because of the complex glacial and post-glacial depositional environments, geologic origins
aze frequently difficult to ascertain. A detailed evaluation of the geologic history of the site ,
was not performed.
„ „ ,
For this project, the standard penetration test borings are designated by the prefix ST and
the power auger borings are designated by the prefix "B". The standard penetration borings '
were taken in the building area and the power auger borings were taken in the parking areas.
B.2 Soils '
The soils encountered in borings B-1 through B-4 consisted of 1 1/2 to 3 feet of topsoil
overlying silty sand or silty clayey sand. In borings B-1 and B-3, clays were encountered �
below the silty sand.
In borings ST-5 through ST-7, the soils encountered consisted of 1 1/2 to 2 feet of clay or !
clayey sand topsoil overlying granular soils to the termination depth of the borings. The
granular soils consisted of poorly graded sand with silt to silty sand. In Boring ST-6, an ,
estimated 2-foot thick layer of lean clay was encountered at a depth of 7 feet. Layers of sandy
silt were also encountered embedded in the granular stratum.
'
The penetration resistances in the ;ranular strata ranged from 5 to 24 blows per foot (BPF).
These values indicate these soils were in a loose to medium dense condition. The penetration '
resistance in the clay layer in Boring ST-6 was 9 BPF, indicating the clay had a rather stiff
consistency.
. '
�
, Hennepin Parks
Project BABX-91-589
December 19, 1991
' Page 3
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B.3 Groundwater .
' In borings B-1 through B-4, groundwater was not encountered during the drilling operation.
After the auger had been withdrawn from Ehe bore holes, groundwater was not observed to
cave-in depths ranging from 3 1/2 to 7 1/2 feet.
i _ _,
In bormgs ST 5 through ST , groundwater was not encountered m any of the borings durmg
' the drilling operation or after the hollow-stem auger had reached the termination depth of the
borings. After the auger had been withdrawn from each of the bore holes, groundwater was
observed at depths ranging from 8 1/2 to 10 feet.
'
The bore holes were left open for a short period of time, ranging from 30 minutes to
' 3 1/2 hours, before rechecking ;roundwater levels. In borings ST-5 through ST-7,
groundwater levels were then measured at depths ranging from 7 to 10 feet below the surface.
In borings B-1 through B-4, groundwater levels were measured at depths ranging from 2 ll2
' to 4 feet. It is our opinion the water levels measured in borings B-1 through B-4 are perched
and do not represent groundwater.
� Seasonal and annual fluctuations of the groundwater level should be anticipated. At this site,
we anticipate fluctuations to coincide with the levels of Lake Minnetonka.
' .
B.4 Laboratory Tests
' Five classification tests were performed to assist in the identification of the soils. These tests
consisted of determining the percent material passing the number 200 sieve. The results of
these tests can be found in the right-hand margin of the Log of Boring sheets at the elevations
' the tests were taken. The tests were conducted according to American Society for Materials
and Testing (ASTM) procedures.
'
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�
Hennepin Pazks '
Project BABX-91-589
December 19, 1991 '
Page 4
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• . . . �
C. Preliminary Analysis and Recommendations
C.1 Proposed Construction ,
We understand the proposed construction w�ill�consist of a one-story visitors center as well as
paved parking and drive areas. At this time, the type of construction, floor grade and building i
loads are unknown. For this report, we have assumed column loads to be less than 50 kips
and wall loads to be less than 3 kips per lineal foot. We have also assumed a floor grade of ,
942.0 feet. Once actual loads and floor gr.ades have been finalued, a review of this report
should be made by us to determine if the recommendations contained herein need to be
revised. ,
C.2 Building Pad Preparation �
We recommend the topsoil and the upper clay layer be removed from within the building
area. The estimated excavation depth at each boring location is about 2 feet. Variations will
likely occur between the borings which will not be evident until the excavation is underway. '
If areas of the building require fill below proposed footing grades, we recommend the
excavation of topsoil be oversized to provide lateral stability to the fill. The bottom of the ,
excavation should be oversized 1 foot beyond the outside edge of the footings for each foot of
depth below the bottom of the footing (a 1:1 slope). . .
'
We recommend the bottom of the excavation be observed by our soils engineer or an assistant
to evaluate the completeness of the topsoil removal and the suitability of the soils left inplace. '
This must be done prior to the placement of filt.
In the area of Boring ST-7, we recommend the loose silty sand be surface compacted to ,
increase its inplace relative density. Given the soil's classification and moisture content, there
is, however, a small risk the surface compaction will result in the sands becoming unstable. If ,
this occurs, a limited subcut of the silty sand may be needed.
With suitable soils exposed, we recommend the bottom of the excavation be surface ,
compacted by several passes of a lazge drum, self-propelled compactor. This will further
densify the upper natural sands. The excavation can then be backfille� with controlle� fill '
using loose lifts not exceeding 12 inches and compacted by a large drum, self-propelled
compactor. The moisture content of the fill should be within three percentage points of '
�
, Hennepin Parks
Project BABX-91-589
December 19, 1991
' Page 5
' .
' o timum to enhance com atibili . We recommend all fill be com acted to a minimum
P P tY P
relative density of 92 percent of modified Proctor density (ASTM D 1557).
' .
We understand you propose to obtain fill soils from other portions of this site. These soils
' will likely be similar to those encountered in the borings. The soils encountered in the borings
are generally over the optimum moisture content and will not make good fill material unless
dried to lower the moisture content. If the on-site soils cannot be sufficiently dried, drier fill
' will likely have to be imported to reestablish grades.
' C.3 Foundations
After completing the recommended excavation and backfill, the soils will be suitable for
support of the building using typical spread footings designed for an allowable bearing
, pressure of 2,000 pounds per square foot (psfl.
' We recommend the perimeter footings be founded a minimum of 42 inches below exterior
grade for frost protection. Interior footings may be placed immediately beneath the floor stab,
provided the building will be heated during the winter months.
'
C.4 Floor
, After the building pad preparation has been completed, we anticipate the floor subgrade will
be compacted fill. Backfill of footing excavations and below-slab mechanical trenches should
be compacted to a minimum of 90 percent of the modified Proctor density. The compacte� fill
' should then be suitable for floor slab support. We suggest the upper 6 inches of soil below the
floor slab consist of a clean sand (less than 10 percent fines passing the number 200 sieve) to
' reduce capillary rise of ground moisture, and thus reduce the potential for dampness of the
floor.
' If floor coverings less permeable than the concrete slab will be used, we recommend a vapor
barrier be placed beneath the slab. Consideration should be given to burying the vapor barrier
' beneath a layer of sand to reduce curling of the floor slabs.
,
'
,
Hennepin Parks '
Project BABX-91-589
December 19, 1991
Page 6 ,
'
. P v m n ,
C 5 a e e ts
C.S.a Subgrade Preparation: Because of the potential for high groundwater to be ,
� encountered during the parking lot construetion, we recommend one of two altematives be
used. '
• Alternative 1 - If groundwater is not encountered, we recommend the topsoil be
removed from the parking and drive areas. The depth of topsoil ranges from 1 1/2 to '
3 feet. After removing the topsoil, the underlying soil should generally be silty sand
or silty clayey sand. These subgrade soils should be scarified if the areas are cut to '
grade and then compacted to a minimum of 95 percent of the modified Proctor
density. Where fill is required, we recommend it consist of a debris-free mineral soil. '
The moisture content of the fill should be within three percentage points of optimum
moisture. If placed within 3 feet of final grade, we recommend it be compacted to a
minimum of 95 peccent of the modified Proctor density. We recommend fill placed ,
more than 3 feet below tinished grade be compacted to a minimum of 90 percent of
the Proctor density.
'
• Alternative 2 - If groundwater is high, we recommend removing only the su�cial
vegetation and leaving the remaining topsoil layer. We recommend the upper 6 inches '
of the resulting subgrade be scarified and surface compacted. Where fill is required,
we recommend it be placed and compacted as discussed above. If there are areas ,
which cannot be compacted, we recommend the unstable materials be subexcavated
down to stable soil and be replaced by materials which can be compacted.
,
You indicated to us that the current plans call for the use of on-site soils where fill is
required. Therefore, the fill materials used in the parking lot will likely be similar to those '
encountered in the borings. These soils will be a mixture of silty sand, silty clayey sand and
sandy lean clay. Laboratory tests to determine a representative R-value of these soils were not
. included in our scope of services. Because of the variability of these soils, we have assumed ,
an R-value in the range of 10 to 20 for our design.
,
,
'
, Hennepin Parks
Project BABX-91-589
December 19, 1991
' Page 7
,
' C.S.b Desi n Sections: We have assumed onl li h
g y g t car tra�c with no heavy trucks to be
' using these pazking and drive areas. For the above subgrade and the assumed traffic, we
recommend a minimum of 2 inches of Mn/DOT 2341 weaz over 8 inches of crushed
aggregate base.
1
� D. Construction
D.1 Excavation
' Because of the potential for high groundwater, it is our opinion the soils neaz the bottom of
any excavation may not be able to support rubber-tired equipment. We therefore recommend
, that low ground pressure tracked equipment or a backhoe be used to perform the needed
excavations.
' D.2 Observations _
We recommend that all excavation, footing, slab and pavement subgrades be observed by a
' geotechnical engineer to evaluate if the subgrade soils are similar to those encountered by the
borings, adequate to support the proposed construction and adequately oversized. These
observations should be conducted prior to placing backfills, fills or forms for footings. .
1
After excavating for footings, we recommend that tests be conducted on the subgrades to
' evaluate if the bearing capacity is at least 2,000 psf. Typical instruments used for these tests
include hand augers, penetrometers and sample tubes.
, D.3 Backfills and Fills �
Site soils which will be excavated and potentially reused as backfill and general site fill appeaz
' to be wet of the optimum moisture content. We anticipate it will be necessary to dry these
soils to achieve the recommended compaction. We recommend the fill and backfill be placed
in lifts not exceeding 8 to 12 inches, depending upon the size of the compactor and material
' used.
' �
1
'
Hennepin Pazks ,
Project BABX-91-589
December 19, 1991
� Page 8 '
�
D.4 Testin ,
g
We recommend density tests be taken in the backfills and fills placed beneath footings, slabs
and pavements. We also recommend� density testing of the compacted pavement subgrade and ,
gravel base course. Samples of proposed backfill and fill materials should be submitte� to our
testing laboratory at least three days prior to placement for evaluation of their suitability and '
determination of the optimum moisture content and maximum dry density.
D.5 Cold Weather �
If site grading and construction is anticipated during cold weather, we recommend that good
winter construction practices be observed. All snow and ice should be removed from cut and ,
fill areas prior to additional grading. No fill should be placed on soils which have frozen or
contain frozen material. No frozen soils should be used as fill. '
Concrete delivered to the site should meet the temperature requirements of ASTM C 94.
Concrete should not be placed upon frozen soils or soils which contain frozen material. ,
Concrete should be protected from freezing until the necessary strength is attained. Frost
should not be permitted to penetrate betow footings bearing on frost-susceptible soil since ,
such freezing could heave and crack the footings and/or foundation walls.
E. Procedures
'
E.1 Drilling and Sampling 1
The penetration test borings were performed on November 25, 1991, with an off-road, rubber
tired mounted core and auger drill equipped with 3 1/4-inch inside diameter hollow-stem '
auger. Sampling for the borings was conducted it� general accordance with ASTM D 1586,
"Penetration Test and Split-Barrel Sampling of Soils." Using this method, we advanced the '
bore hole with the hollow-stem auger to the desired test depth. A 140-pound hammer falling
30 inches was then used to drive.the standard 2-inch split-barrel sampler a total penetration of
1 1/2 feet below the tip of the hollow-stem auger. The blows for the last foot of penetration ,
were recorded and are an index of soil strength characteristics. Samples were taken at
2 1/2-foot vertical intervals to the 10-foot depth and then at 5-foot intervals to the termination ,
depths of the borings. A representative portion of each sample was then sealed in a glass jar.
'
�
,` Hennepin Parks
Project BABX-91-589
� December 19, 1991
Page 9
'
' The ower au er borin s were taken with the same e ui ment in en r
P g g q p g e al accordance wrth
ASTM D 1452, "Soil Investigation and Sampling by Auger Borings." The soil classifications
' and strata depths were infened from the cuttings brought to the surface by rotation of the
auger. Samples of the auger cuttings were then seale� in a glass jaz.
' E.2 Soil Classification
, Soils encountered in the borings were visually and manually classified in the field by the crew
chief in accordance with ASTM D 2487, "Classification of Soils for Engineering Purposes,"
and ASTM D 2488, "Description and Identification of Soils (Visual-Manual Procedures)." A
' summary of ASTM D 2487 is attached. All samples were then retumed to our laboratory for
review of the field classifications by a soils engineer. Representative samples will remain in
' our Minneapolis o�ce for a period of 60 days to be available for your examination.
E.3 Groundwater Observations
' Immediately after taking the final samples in the bottoms of the standard penetration test
borings, the holes were probed through the hollow-stem auger to check for the presence of
' groundwater. Immediately after withdrawal of the auger, the holes were again probed and the
depths to water or cave-ins were noted. The borings were rechecked and backfilled just prior
to leaving the site.
1
In the power auger borings, the bore holes were probed after withdrawal of the auger and the
' depths to water or cave-in were noted. The borings were rechecked and bacicfilled just prior
to leaving the site.
'
F. General Recommendations
' F.1 Basis of Recommendations
The analyses and recommendations submitted in this report are based upon the data obtained
, , from the soil borings performed at the locations indicated on the attached sketch. Vaziations
occur between these borings, the nature and extent of which will not become evident until
' additionai exploration or construction is conducted. A reevaluation of the recommendations of
this report should be made after performing on-site observations during construction and
' �
�
Hennepin Pazks '
Project BABX-91-589
� December 19, 1991
Page 10 '
,
. . . ,
noting the characteristics of the variations. The variations may result in addrtional construction
costs, and it is suggested that a contingency be provided for this purpose. '
To permit�correlation of the soil data obtained to date with the actual soil conditions
encountered during construction and to provide continuing professional responsibility for the '
conformance of the construction to the concepts originally contemplated in this report and to
the plans and specifications, it is recommended that we be retaine� to develop and perform '
the recommended observation and testing program for the excavation and foundation phases of
the project.
,
If others perform the recommended observations and/or testing of construction, professional
responsibility becomes divided since, in doing so, they assume responsibility for evaluating '
that the soil conditions throughout the construction areas are similar to those encountered in
the borings or recognizing variations which require a change in recommendations.
'
F.2 Review of Design
This report is based on the preliminary design of the proposed structure as submitted to us for '
the greparation of this report. Because of the limited amount of information available, a
number of assumptions were necessary to permit us to make recommendations. It is
recommended that we be retained to review the final design and specifications to determine t
whether those assumptions were correct and whether any change in concept may have had an
effect on the validity of our recommendations, and whether our recommendations have been '
implemented in the design and specifications. If we are not permitted an opportunity to make
this recommended review, we will not be liable for losses azising out of inconect
assumptions, design changes, or misinterpretation or misapplication of our recommendations. '
F.3 Groundwater Fluctuations ,
Water level readings have been made in the borings at the times and under the conditions
staterl on the boring logs. These data have been reviewed and interpretations made in the text '
of this report. However, it must be noted that the period of observation was relatively shoR
and that fluctuations in the groundwater level may occur due to rainfall, flooding, inigation,
spring thaw, drainage, seasonal and annual variations and other factors not evident at the time '
measurements were made and reporte� herein. Design drawings and specifications and
construction planning should recognize the possibilities of variations.
'
�
' Hennepin Parks
. Project BABX-91-589
December 19, 1991
' Page 11
,
'
F.4 Use of Report
' This report is for the exclusive use of the addressee and their representatives to use to design
the proposed structure described herein and prepare construction documents. The data,
analyses and recommendations may not be appropriate for other structures or purposes. We
' recommend that parties contemplating other structures or purposes contact us. In the absence
of our written approval, we make no representation and assume no responsibility to other
, parties regarding this report.
F.5 Level of Care
'� Services performed by the geotechnical engineers for this project have been conducted with
that level of care and skill ordinarily exercised by members of the profession currently
' practicing in this area under similar budget and time restraints. No wananty, expressed or
implied, is made.
' Professional CertiFcation:
I hereby certify that this report was prepazed by me or
' under my direct supervision and that I am a duly
Registered Professional Engineer under the laws of the
State of Minnesota.
' !
. u , P.���
' Senior EngineeE
Registration Number: 15571
' Date: December 19, 1991
,
' � ,
'
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1
Appendix
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,
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'
'
�
'
�
�
'
'
'
1
'
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♦ "'1' \
� ST-5 � �,r' --- -- �� B-2 ' ��` ��`
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' � � + � r� �
'X � o,� �___ � , T�i , , B-3
. i ��l �� ; �`�l � •
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i � � ��� �` - �\` � � �
' _ • i � � ' � �-4 �` _ ��� .
� � �
r' ,�O '�f�--- -f�,rG_ \ �`__ -��
r`Mr � / ''n�e��� ``
, _ � .�i/ / / -������`� �\ 1 ����� �
� -��
C�� / ' � ��` �`,�� �_
' � / / i ♦ ��` ` -______.--�_
4 . // � 'J• \ \ �
�y'�-' j' .��3�/ /O � � `\ "` \ ��������f�
� . r � � � � \�\ � �
� ����
,/� � /
T=:�='yt � :�iGs � % / � i���� �- `�� �� ��_���-�
�' ,~ / • / i� '�" � �` �� ��. ~�►.
G:�J ln�� � `�;�S:�I � � _ 6 j�'' , I��� �`^r.��`�� ``� �.``_� .
/ � �
_ . ! �.�1fi,3'� .=t��.'��.' i� /1 , ���, ^�.-.,_ ��. `�� �.
�
' � Approximate location of Standard Penetration
Test Roring.
' � • Approximate location of Power A
uger
Test Boring. �I
� I�
6EOTECHNTCAL E�A�UATION �►+r oAre ��Heer
BRA1� Ny P�oposed Visitor Center oRAWN eY: 112-3-91 � 1
' and Parking Area APP'D BY: OF
I NTE RTEC Noerenberg !lemorial County Park �oe No. RARX-91�89 i 1
tlrono, Minnesota SC�°' fICUREN 1
' I
'
LOG OF BORING
,
PROJECT: BABX-91-589 BORING: B-1
, PRELIMINARY GEOTECHNICAL EVALUATION LOCATION:
Proposed Visitor Center & Parking Area See Attached Sketch
Noerenberg Memorial County Park
, Orono, Minnesota
DATE: 11 25/91 SCALE: 1" = 4'
Elev. Depth ASTM Description of Materials
, 940.0 0.0 Symbol (ASTM D2488) BPF L Tests or Notes
CL LEAN CLAY with SAND, with Fibers, black Benchmark: Elevations
to dark brown, wet. estimated from
' (Topsoil) topographic site plan.
7
' SM :: : : SILTY SAND, fine-grained, brown,
waterbearing.
9 4. 6.
�
- - -- - - - - - - - - - -- - - - - - - - -- - - - - - - - -
CL LEAN CLAY with SAND, with lenses of
POORLY GRADED SAND with SILT,
grayish-brown, wet.
' �
' END OF BORING
Water level not encountered to cave-in depth
' of 7 1/2' immediately after withdrawal of
auger.
Water level down 4' 3 1/2� hours after
, withdrawal of auger.
Boring then backfilled.
�
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'
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�
, BABX-91-b89 Besun Intertee B-1 psQa 1 of 1
'
LOG OF BORING
'
PROJECT: BABX-91-589 BORING: B-2
' PRELIMINARY GEOTECHIr1ICAL EVALUATION LOCATION:
Proposed Visitor Center & Parking Area See Attached Sketch
Noerenberg Memorial County Park
Orono, Minnesota
' DATE: 11 25/91 SCALE: 1" = 4'
Elev. Depth ASTM Description of Materials
' 940.0 0.0 Symbol (ASTM D2488) BPF L Tests or Notes
CL SANDY LEAN CLAY, black, wet.
� (Topsoil) .
� 938.0 2.0
SC �: � SILTY CLAYEY SAND, fine to
SM ::� medium-grained, brown, wet to waterbearing.
' 935.0 SA
' END OF BORING
Water level not encountered to cave-in depth
of 3 1/2' immediately after withdrawal of
, auger.
Water level down 3' 3 hours after withdrawal
of auger.
' Boring then backfilled.
'
�
1
i
1
1 �
1
1
� BABX-91-b89 Brsun Intertec B-2 page 1 of 1
'
LOG OF BORING
1
PROJECT: BABX-91-589 BORING: B-3
, PRELIMINARY GEOTECHNICAL EVALUATION LOCATION:
Proposed Visitor Center & Parking Area See Attached Sketch
Noereaberg Memorial County Park
' Oroao, Minnesota
DATE: 11 25/91 SCALE: 1" = 4'
Elev. Depth AS'TM Description of Materials
' 941.0 0.0 Symbol (AS'TM D2488) BPF L Tests or ivotes
SC :: . � CLAYEY SAND, fine to medium-grained,
� with Fibers, black, wet.
1 SM ::: (Topsoil)
:� SILTY SAND, fine-grained, brown,
9 . 3. � � waterbearing.
CL - - - - - - - - - - - - - - - - -- - - - - - - -- - - -- --
' LEAN CLAY, grayish-brown, wet.
936.0 5.0
� END OF BORING
Water level not encountered to cave-in depth
of 4' immediately after withdrawal of auger.
, Water level down 2 1/2' 3 hours after
withdrawal of auger.
' Boring then backfilled.
'
�
'
�
,
� �
1
i
' BABX-91-589 Braun Intertec B-3 psQe 1 of 1
�
LOG OF BORING
'
PROJECT: BABX-91-589 BORING: B-4
, PRELIMINARY GEOTECHNICAL EVALUATION LOCATION:
Proposed Visitor Center & Parking Area See Attached Sketch
Noerenberg Memorial County Park
Orono, Minnesota �
IDATE: 11 25/91 SCALE: 1" = 4'
Elev. Depth ASTM Description of Materials
' 943A 0.0 Symbol (ASTM D2488) BPF L Tests or Notes
SM �:=:: SILTY SAND, fine to medium-grained, with
•: Fibers, black, wet.
1 941.0 2.0 (Topsoil)
SM �: :: SILTY SAND, fine to medium-grained, dark
: brown, waterbearing. -
' 938.0 SA
' END OF BORING
Water level not encountered to cave-in depth
of 4' immediately after withdrawal of auger.
, Water level down 3' 3 hours after withdrawal
of auger.
' Boring then backfilled.
,
�
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1
' �
'
,
' BABX-91-589 Btsun Intertec B-4 pag� 1 ot 1
� °
' LOG OF BORING
' PROJECT: BABX-91-589 BORING: ST-5
PRELIMINARY GEOTECHNICAL EVALUATION
Proposed Visitor Center & Parking Area LOCATION:
Noerenberg Memorial County Park , See Attached Sketch
e .
' Orono, Mivaesota . %.. . a `
. o o.
1Ap" t.!°•,
0
';� "`°' Dt�'�'�: 11 25 91• SCALE: 1" = 4'
Elev. Depth ASTM Description of T�i$t;e1"i�`�.s;��;,�;�_;�� R;�� . -
I T
941.0 0.0 Symbol (ASTM D2�88�) 7 "°' ` BPF L Tests or Notes
CL SANDY LEAN CLAY, with Fibers, bla'ck to
, dark brown, wet.
939.0 2A (Topsoil)
SC �: SILTY CLAYEY SAND, fine to 8
SM ::� medium-grained, brown, wet, loose.
, _ _ (Glacial Till) _ _ _ _ _ _ _ _
SP �: POORLY GRADED SAND with SILT, Sieve Size °6 Passin�t
SM ��:� : fine-grained, brown, wet to waterbearing, l� #200 14
' : loose.
(Glacial Outwash)
10
, 2. 9A
SM :�: : SILTY�SAND, fine-grained, brown, iev ize 96 Passin�
• : waterbearing, loose to medium dense. 9 #200 16
, (Glacial Outwash)
'
' 25.5 15. 17
END OF BORING
, 1�ater level not encountered with 15' of
hollow-stem auger in the ground.
, Water level down 8 1/2' immediately after
withdrawal of auger.
' Water level down 7' 1 hour after withdrawal
of auger.
Boring then backfilled.
� '
'
,
' BABX-91-589 Brsun Intertec ST-6 psaa 1 0[1
, . .
LOG OF BORING
'
PROJECT: BABX-91-589 BORING: ST-6
' PRELIMINARY GEOTECHNICAL EVALUATION LOCATION:
Proposed Visitor Center & Parkiag Area See Attached Sketch
Noerenberg Memorial Couaty Park
' Orono, Minnesota
DATE: 11 25 91 SCALE: 1" = 4'
Elev. Depth ASTM Description of Materials
' 941.0 0.0 Symbol (ASTM D2488) BPF L Tests or Notes
CL LEAN CLAY with SAND, with Fibers, black
to dark brown, wet.
' 939.0 2A (Topsoil)
SP �: : POORLY GRADED SAND with SILT, fine to 11
SM :: medium-grained, brown, moist to wet,
medium dense to loose.
� (Glacial Outwash) i ve Size % Passin�
9 #200 8
, - - - - - - - - - - - - - - -
CL LEAN CLAY, gray, wet, rather stiff. 9
' (Glacial Till)
2.0
SP �: POORLY GRADED SAND with SILT,
SM ':� fine-grained, brown, waterbearing, medium 12
' dense.
(Glacial Outwash)
'
' 24
25.5 15.
END OF BORING
' Water level not encountered with 15' of
hollow-stem auger in the ground.
, Water level down 10 1/2' immediately after
withdrawal of auger.
Water level down 7' 1 1/2 hours after
' withdrawal of auger. �
Boring then backfilled.
' �
'
'
' BABX-91-589 Brsun Intertec ST-6 page 1 of 1
,
LOG OF BORING
,
PROJECT: BABX-91-589 BORING: 'r-7
' PRELIMINARY GEOTECHNICAL EVALUATION LOCATION:
Proposed Visitor Center & Parking Area See Attached Sketch
Noerenberg 14lemorial County Park
Oroao, Minnesota �
' . DATE: 11 25 91 SCALE: 1" = 4'
Elev. Depth ASTM Descriptioa of Materials
' 942.0 0.0 Symbol (ASTM D2488) BPF L Tests or Notes
SC :.� . CLAYEY SAND, fine to medium-grained,
. with Fibers, dark brown, wet.
' (Topsoil)
SM �:�' � SANDY LEAN CLAY, dark brown, wet. 5
:: SILTY SAND, fine-grained, brown, wet,
, -: loose.
(Glacial Till) Sieve Size °r6 Passing
6 #200 13
'
SP �� � POORLY GRADED SAND with SILT, fine to 11
' SM �: : medium-grained, with a layer of SANDY
: SILT at 10', brown, moist to wet, medium Silt Layer
�. dense. �ieve Size 96 PassinA
(GlacialOutwash) 20 #200 78
'
,
92 . 14.
SM �:=: : SILTY SAND, fine-grained, with a layer of
' 26.5 15. : � SANDY SILT, brown, waterbearing, medium 16
dense.
(Glaciai Till)
' END OF BORING
Water level not encountered with I S' of
, hollow-stem auger in the ground.
Water level down 10 1/2' immediately after
withdrawal of auger.
' Water level down 10' 30 minutes after
withdrawal of auger.
' Boring then backfilled.
'
'
' BABX-91-689 Brsun Intertac ST-7 page 1 ot 1
'� ' ' '
Descr�pt�ve Term�nology
' ��I M Designation D 2487—83
Standard Test Method for
, CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
PARTICLE SIZE IDENTIFICATION
SOIL LLFSSIFICATION I
CPIIERlF FOF ASSIGNfNG GIt0117 SYMBOLS PNO (iiOUP .
� fA0U7 NAMES USING u180RAiqlY iESTS a SYMBOL CAOUV NAME o � Boulders
'�. ........................_.. OV@f�2„
canve_s aenn caave�s c„ ,a a�e : � c�_3 e �w ueii-y��aee gravel f Cobbles ............................ 3"t0 12.,
' I �_ �� rbre tnan SOf oF � Less enan 5x ���e:: VV- —. �, Gravel ...........................
o � � coarse fraction. � 4 ana-o� i >C� >3 e GP Poorly gradeE grave� f Coarse . �!+"—3��
i retainea on
� No, o siere �� dtFVELS HiTn F;NES �'Fines class�f as ML or MH GM S+It ravel t�9�� Fine.............................. No.4—'��"
_ , �More t�an 121 finez��,Fines class�fy as CL or CM GC Ctayey gravel f•9•� i, �
Sand
' � SPXDS CLEAN SuNOS 'i C�_ti ane I <L� < J e SM Mell-graCeE SanG ' �� ' �
��� SOS or more of �� Less tnan 5%fines a� Coarse ........................... No.4—No. 10
' �` �oa�se f��c;o�' c� <e a�aio� i >c� % 3 e sP Poorly 9rade0 sanE � Medium :::::::::::::::::::::::::: No. 10—No.40
� i Dasses No. 0
5�eve �SAND$MITH FINES �Fines class�f as ML or MH SM Silt SanG 9•�•� Fine... No.40—No.200
i
` E I �Ib�E[�dn 12S fines 4 FineS Claisify a5 LL Or CM $C Llay2y sand 9�h�� Silt..�............................... No.200—.005 mm
, Pi >� a�a o�oc:o�o� mo�e c� �e�<rar k•'•m Clay ............................... less than.005 mm
, _ , � inorganic _�p., iine J � .
' $ILTS RND C.FY$
, LiQuiE , mt[ PI �6 or p1ot5 Oelow"A" line� ML Silt 4,I�m
� o= ,ess�"^^5°' RELATIVE DENSITY OF
� ;a i; t -o„e„a�,ea a9d���Clay k, I,m COHESIONLESS SOILS
�. organic Lip ia T mit - not eneC c 0.75 OL p'.ganic silt k, � m.o .�'.
I - vI o�ots on o� aeo�e "ti^ i+�e CH Fat��ar k•'•m very loose ....................................0— 4 BPF
, jl ti si�rs allo c�arz _ _ IOOS@......................................... 5—10 BPF
�E �"°�9a"�° medium dense . . 11 —30 BPF
. LipuiU '� mit 7I plo[s Celow"A" line MH Elastic silt k,1,m
� wx o�'ma�e dense ........................ .............31 —50 BPF
; �� '
� " o�yao;� , uq��a i;m;c o�e�a�;ea �o.�s oN a�9a�;� a.Y k; �;m.o very dense ....................................... 50+BPF
, ' Li uia imi��e0 Or anic silt m 7 ,
Drimarily orya��c ma:!er,aark in color, anG PT �Peat
Nighly orga��c so�lz . organic �o� CONSISTENCY OF COHESIVE SOILS
a. aasea on tne mater+at oass+nq tne 3-�� (�5-mm� s+e�e. VBfy SOft ......................................O— 1 BPF
' � b. If fie10 samDle conta+neE coDEles anA/or ooulGers, aGa "w5th coODles anE/or poulders" [o grouD��e. SOft .......:::::::::::::::::::..::::::::::::::. Z— 3 BPF
c. Gravels•�th S[0 122 fines reQulre aual SymDo�S
a-cn .eii graeeE gravel .;cn s;ie rather soft . .4— 5 BPF
6i-GC well graEeE grarel witn clay
�v-c,�+ poorly graEeO grarel .;cn snc mediUm ....................... ............ 6— 8 BPF
6P-GC 000�iy 9�aaee grayel �;c��iaY rather stiff.....................................9—12 BPF
E. Sanaz ritn 5 to 12i fines reQuire Aual symCols
' su-sn `+en gra�eE saiM.;cn s;ic stiff ............... ....................... 13—16 BPF
SM-SC weil graaeE sanE rith clay
sv-sn poo�iy y�aeea sa�a w;cn 5nc very Stiff ..................................... 17—30 BPF
sP-st voo�ty qraeea sane itn c�ay hefd
�D30�z . .. 30+BPF
e. Cu��60��10 �c �l�� �
10 60
f. „ �;, �o�ta;�s > ISf sand,aUd 'wit� �.�a• �a 9�0�,��e. DRILLING NOTES
' g. If fines classify as CL�1LX use aual symboi GC-('iM. SC-SM.
n. [f fines are organic,aCA ritn organic finez^ta group nane.
' If sa�i co�tains > 15f gravel,aCA"wi[�9rarel" to group nsne.
j. If AtterCerg ,;m;« o�o� ;� natcnea d�ea, �o+� +s a c�-��, sntr��.,. Standard penetration test borings wereadvanced by 3v<"or 6Y<"
k. If soil cmtains 15 to 29f pluz No. Z00, a00 "ritn sanC" or•ritn gravel" ynicnever is preCaninant.
,. �r 50;, �o�ta;�s >3os o��s ra. zoo, p�eaan;nanciy sa�a, aaa °5a�or•�o v�o�o�me. I.D.hollow-stem augers unless noted othecwise.Jetting water was
ir so;� �o�ca���>30:o��s�. '�, GreEoninantly gravel,aEd "gravelty"to 9�o�P��. usedtocleanoutaugerpriortosamplingonlywhereindicatedon
n. PI >0 anE plots on or aDove'A" line.
, o. v�z a or piots oelor•n• �,�e. logs. Standard penetration test borings are designated by the
p. PI D�ots on ar aDove'A' line.
a. vt o�ocs oe�o.•a^ �+�e. pr2fix"ST"(Split Tube).
bo � Power auger borings were advanced by 4" or 6" diameter,
� For c!ossifitot�on of F�ne-gra�neC sa��s continuous-flite,solid stem augers.Soil classification and strain
' — an�e-gra�neC �acr�o�o coarse-qrained �� - depths are inferred from disturbed samples augered to the surface
H So� so�;s and are therefore somewhat approximate.Power auger borings
a �Quafion of�4-��ne \��� are designated by the prefix"B".
Honionfal at PI=4*o��=25 5, •�,, � N �
a � rnen PI=0.�3'��-201 'vi �`' Hand probings were advanced manually with a 1Yz" diameter
' z Ea�a?�o� o+"U'- ��e P � probe and are limited to the depth from which the probe can be
— verr�cai ar ��=�s roai=� � G�J � manually withdrawn. Hand probings are indicated by the prefix
F ihen PI=0 9'.LL-81 �
� ,�H„
_ 30
`_' �� ; SAMPLING —All samples are taken with the standard 2" O.D.
' N �� �� ' split tube sampler, except where noted. TW indicates thin-wall
� 20 � � M�..� oR 01,,� (undisturbed)sample.
a i� �G� i BpF— Numbers indicate blows per foot recorded in standard
,o � penetration test,also known as"N"value.The sampler is set 6"
' �--- ML OL into undisturbed soil below the hollow-stem auger. Driving
a-- � ' resistances are then counted for second and third 6"increments
°o �o �e zo ao so so 60 �o eo eo �oo „o and added to get BPF. Where they differ significantly, they are
�iQuiD �i M i 7 (��) reported in the following form—2/12 for the second and third 6"
, increments respectively.
WH—WH indicates that sampler penetrated soil under weight of
hammer and rods alone,driving not required.
LABORATORY TESTS NOTE — AII tests run in accordance with applicable ASTM
' standards.
DD Dry Density, pcf OC Organic Content,%
WD Wet Density,pcf S Percent of Saturation,%
MC Natural Moisture Content,°io SG Specific Gravity �����
LL Liquid Limit,% C Cohesion
PL Plastic Limit,% S6 Angle of Internal Friction
PI Plasticity Index,% qu Unconfined Compressive Strength
' . -
' . . , _
'
1 -_ DO �NOT F1LF TH1S ,PERMIT - RE� D �
fT.
i
, o
i �
t PE � MIT i��UST BE 1N POSSESStON OF THE -
� COhTRACTOR PERFORh! fh' G THE tih'pRK.
' � FF � UlFcD TF �, � FIC COl� TROL S1GhI�hG SHAI
E � Ot: J08 S1TE AhD PROPE� LY PL� C �D PRfO
� TO ST �
FT OF JOfi .
�
� D � hOT � lLO �I h1UD AND DE£ RlS T0 ACCCJh'U �
� � L � TE Or: R0 � 0 �'�',� Y. .
I ♦ EXIST � h' G DF � fh' ,� ' � , .
GF Sh ,� LL B � MAIhTA1tiED A
' � LL T1ME � .
� I �
RFSTOF � TiOh TO 6E COhTIh' UOUS �h'1TH JOB
�
� �PROG � � 55 . � � � �
�
' . . � �.. � , , , ,
,.:-� ..., �a.� »,�.
._ .. . ._ _ . . . , . _ ...._ ..�.. .►.�.
, .
CALL PFRMIT OFf10E 930 • Zs�Br ¢g, so
� .TAR NG CONSTR FOR
P� lOR TO S Ti UCT10N i4ND
� Hcsaao HENNEPlN COUNTY PUBLlC WORKS Permit No. 3534
320 Washington Avenue South Location Code
Hopkins, Minnesota 55343
' DRIVEWAY OR STREET ENTRANCE PERMIT AND SPECIAL PROVISIONS -
SPECIAL PROVISIONS
' Field inspected by Dave Zetterstrom Date 12/10/91
��ocation #51 2840 N. Shore Dri ve Spe�d zone 40 A.o.T. 4175
, Sight distance: Actual - Lefi 530+ Right 440+
Minimum- Left Right ��
' Curb to be removed to: o Construction Joint ❑ Sawed Joint
Provided by applicant - size to be determined
Recommended drainage: o Surface �4 Culvert Culvert length Culvert diameter
' Type of sidewalk: ❑ Concrete � Bituminous ❑ Cutback required
1, CONSTRUCTION SPECIFICATIONS(Within Right-of-Way)
, BASE CL5 equiv SURFACE CURB SIDEWALK SHOULDER BLVD -DITCH
Type Typ��l bl t Type none Type Type Topsoil x
Depth 6�� Depth 3�� �111t1 Oesign Depth Depth Depth ��,'_
+ seed or sod
2. TRAFFIC CONTROL REQUIREMENTS P1 ate #2 O1" #4 as needed
' Barricades(100 Series) Advance Warning (200-300 Series► Steady Burn (500)
Cones (28"- Day Glo)
' SPECIALPROVISIONS Two driveway relocations permitted as revisede Approaches to have
30' flares, not radii . Both to be profiled similar to diagram "B" below; south entrance
1 will likely need on-site culvert.
' DO NOT PLACE CONCRETE ON COUNTY RIGHT-0E-WAY WITHOUT WRITTEN PERMISSION.
IF YOU HAVE ANY QUESTIONS CALL "DRIVEWAY PERMITS"9c�Noc�ot�e�6cRxe� 930-2548
iI �iagrsm A I Diprsm B I .
R� IMPORTANT: TYPE"a"CONSTRUCT ROUNDED BERM TO C�� IMPORTANT: CONSTRUCT SWALE TO DIVERT WATER FROM R�
PREVENT WATER FROM RUNNING DOWN SHOUIDER. .
' DRI VE.
�b••
4"Berm 6"Swala
.. • ewsV . . ��°weN
.,e prrv _.,.,,...... . , _ . �+ .. w_
���"","'j'� Existing Roadway . . ... �'�,•'".'f
\/ u
Shoulder Shoulder t
, Place culvert in existing ditch
REVIEWED BY DATE
' Culvert furnished DESIGN
Date of delivery MAINT.
Final inspection date
, Driveway was found to be � Satisfactory APPROVED/D�E1itEfl:
❑ Unsatisfactory
HENNEPIN C R TRAFFIC SECTION
Inspected by '
, BY
Date ���`�2�g �
�
Curb Gutter
�,..;;: DRIVEWAY 'f,"Expansioe Jt.—�. I
�ir• •: -:, .
, Expansion ' � � Expsosion Joints at 60'IApprox)�.;�..�'..
r4"Exparaion Jt.� Joi�ts •;.'�'-; � i `maximum intervN.
- _ ' 'r• '.,'1,. � ' .",? .
i : � • ,
� � .� W � �� � i:; ���� � � .S 1` ��...� 1 �'t- .1. .� 4 .: .
J � '�+ � .�' �
4"Walk Q 1/2", . i \ �6"Walk� \ . S4'•Expansion Jt
Expansion `�'' \ �m ,
u�i Joints Squsre Panels q••Walk �nuaction Jts.
a Private Walk f' - '.+'.
.. i�;� ,
PLAN }. : �
i °'�.-� :�z s�
:_ .� ',.�. }'
0 3 M1• �'r:i:u;i c ,
J (O ' • . 'i� �
�, =:;�':.�;,.: �
' 'R. �Slope%:'per lin.ft towards edge of roadway � � �5 �:F•;�•O W
� � m _ �•�.�;; �•: � ,
:�;.:� ..r..- _• 4••or 6" �' ��K'''?� �C
; . .�,:;;:.�::, �:.> 2 �
I ,Var�able Width� I 1 �`.i' rI`•
�.,.�;�
SECTION OF WALK `��'' •,�is+ o ,
��::.`�::.�-: «
;;c. �r,: ;. �
;•j: . (�
4"Walk '
' ,
3"R. 3"R.
\ r I ,�..R \ ..__..
3"R.(Use 2-5/8" „ � 34"R. ,
1 � for 4"eurb)\� y �.
sp ' ,: r '
� H 3 � .r
•. � , ' '' slope 3/� , � 1 B
,� ,,•. 'f �.�s. � � � :� 1
-� , �r• K..R� �, �X� '
�'`-� 1' '~+ �.� � 7.. ' �� �z i •'� ` .�, '�
.. '`•�' ', �'' � �. � � ��P'�
. I�A ' ^/ ��`O�N �
DESIGN B Gv�
DESIGN 8 '
,
'
,
_...._ '
�
' _'�9
Hc 53z9 HENNEPIN COUNTY PUBLIC WORKS Permit No. � -�
320 Washington Avenue South
Hopkins, Minnesota 55343
' APPLICATION FOR DRIVEWAY OR STREET ENTRANCE PERMIT
(Read "General Requi�ements" reve�se side)
' Name of applicant Timothv I Marr, District EnQineer Phone 559-6762
' Address —
(city) lstat� lzip coda
Name of Property Owner Hennepin Parks Address � ��+�� County Road 9 Plvmouth
' 1. Contractor performing work LTnkno�•^ Phone NA
2. Application is hereby made for permission to construct and thereafter mai�tain: Drivewayls) Pxlbit�Sic�
' 3. Buildin to be constructed: i�cYes o No � Residence o Commercial (Specify Type) Vi sitor .enter—Noerenberg
9
Memorial County Park
1 4. Driveway or street will be: o Temporary � Permanent Date proposed entrance will be needed: F�r- Si�mmer� 1993
5. Is the property: � Platted �k Unplatted Number of present driveways or entrances to property: 2
, 6. Building Permit acquired: � Yes o No City Clrnnn Permit No. NA .
S utl� Side North side
7. Type of proposed entrance surface. �d �ituminous a Concrete � Rxk o Other
, 8. Location 2840 North Shore Drive (Coun�y Road 51) Orono
(Addnfs) (Co.Road) (City)
, 9. Location,if ru�al: Approximat�s 370 ft. w�t of Count Road 84
(N.,S.,E.,or W.) or Stts�t)
/�
Dated December 6� 1991 Applicant's Signature
,
To help the inspector, place a stake with a.cloth attached in the center of the proposed entrance, higher than any surrounding
' vegetation.
APPLICANT'S DIAGRAM -Ilf plot or construction plan is not submitted)
, The existing driva�ays to the north and south will be obliterated and moved to the
east approximately 42 feet. The new entrance to the south will be bituminous paved.
The new entrance to the n�� will be rock surfaced.
' (See enclosed Master Plan)
1
'
'
, (Complete this form a�ls�cApies to: Hennepin County
Highway Division, � �'Office, 320 Washington
Avenue South,Hopkins,Minnesota 55343.Phone:935-3381.
� After approval,one copy will be returned to applicant.)
�
'
1
GENERAL REQUIREMENTS � '
1. Applications for commercial and industrial driveways or driveways servicing parking lots or garages
with five or more vehicular parking spaces must be accompanied by two (2) separate layouts. Such '
layouts must meet the requiremenu of the Rules and Regulations Establishing Design Specifications
for Driveways along the Highway Systems of Hennepin County, Minnesota. Copies available at the
Hennepin County Highway Division 320 Washington Avenue South, Hopkins,Minnesota 55343. '
2. Applications for entrances serving private residence, farm or parking lots of less than five vehicular
parking spaces need �ot submit a sight plan, but shall make an appropriate sketch in the space
provided on the t�ont of this sheet. Such sketch shall generally locate the enuance, indicate iu '
dimensions,and relate to property lines.
3. No work shall be started until application is approved and permit issued. '
4, tf the installation of this driveway makes it necessary to work on the roadway, traffic must be
protected;lites,signs and proper barricades must be in place. '
5. It is expressly understood and agreed that this pe�mit is conditioned upon not placing any materials
on traveled portion of the County roadway and that restoration of all disturbed area becomes the
responsibility of the applicant. The area disturbed must be restored to its original or to a satisfactory ,
condition.
6. After driveway construction is completed, persons requesting installation must notify. the '
Maintenance Division that such work has been completed and ready for final inspection a�d
acceptance by the Hennepin County Highway Division.
7. No changes or alterations in entrances may be made at any time without written permission from the '
County Engineer.
8. Approval of this permit does not deny the County Engineer the future right to revise, relocate or '
close any entrance to expedite the movements of vehicular or pedestrian traffic.The County,retains
the right to close said entrancels) at its discretion, based upon the necessity for tra�c regulation and
controL '
9. Existing driveways are not automatically perpetuated. In the event of a change in land use or a major
change in the traffic pattern of the existing facility, new driveway applications may be required by
the County. ,
. ,
,
_ '
�
In,' � ' � �� '� '}+- �/ (�i� � ^,./ i
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SECTION C. - TECHNICAI SPECIFICATIONS
' THE TECHNICAL SPECIFICATIONS WHICH APPLY FOR THIS PROJECT SHALL BE AS WRITTEN
IN DIVISION II AND DIVISION III OF THE 1988 EDITION OF THE MINNESOTA
DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" EXCEPT
' AS MODIFIED BY THE SPECIAL PROVISIONS.
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TECHNICAL SPECIFICATIONS
PAGE 1 OF 1
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' SECTION D — SPECIAL PROVISIONS TO THE TECHNICAL SPECIFICATIONS
WHERE ANY ARTICLE OF THE TECHNICAL SPECIFICATIONS IS SUPPLEMENTED BY �
' PROVISIONS, HEREIN SET FORTH, ALL SUCH PROVISIONS SHALL TAKE PRECEDENCE OVER
THOSE OF THE TECHNICAL SPECIFICATIONS. ALL PROVISIONS OF THE TECHNICAL
SPECIFICATIONS, NOT SPECIFICALLY SUPPLEMENTED, AMENDED OR SUPERCEDED SHALL
REMAIN IN FORCE.
' 1 . CLEAN—UP
' BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL CLEAN UP THE AREA TO THE
SATISFACTION OF THE ENGINEER. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO
THE PROJECT AS A WHOLE.
, 2. PRESERVATION OF THE AREA '
THE CONTRACTOR SHALL TAKE ALL RESPONSIBLE PRECAUTIONS TO PRESERVE THE
' NATURE OF THE AREA. WORK TASKS SHALL BE SO MANAGED .TO PROVIDE THE LEAST
DISRUPTION TO THE EXISTING VEGETATION, TREES, ROADS, ETC. THE AREA SHALL
BE RESTORED TO CONDITIONS AS GOOD OR BETTER THAN EXISTING CONDITIONS.
I3. EROSION PROTECTION
' CONTRACTOR SHALL PLACE A SILT FENCE IN THE AREAS INDICATED ON THE PLAN.
PAYMENT FOR THE SILT FENCE SHALL BE BY THE LINEAR FOOT.
' 4 �Sa
THE OWNER WILL PERFORM COMPACTION TESTS ON THE SUBGRADE AND THE CLASS 5
BASE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ANY FAILING
' TESTS.
5. PERMITS
, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN TH� NECESSARY WORK
PERMITS OR BUILDING PERMITS AND TO PROVIDE ALL NECESSARY BON�S OR DEPOSITS
THEREFORE.
, 6. UNDERGROUND UTILITIES
' THERE MAY BE WITHIN THE PROJECT, BURIED ELECTRIC CABLES, TELEPHONE OR
TELEVISION CABLES. IT SHALL BE THE COMTRACTOR'S RESPONSIBILITY TO CONTACT
THE APPROPRIATE UTILITY COMPANIES AND TO LOCATE ALL IiTILITIES. ANY DAMAGE
' TO UTILITIES ARISING FROM THE CONTRACTOR'S WORK SHALL BE HIS
RESPONSIBILITY.
7. LAYING OUT THE WORK:
IA. THE OWNER WILL PROVIDE FIELD CREWS AS NECESSARY TO ESTABLISH CONTROL
LINES AND INDICATE PLAN LINE AND GRADE. THE CONTRACTOR MUST TAKE
' EVERY REASONABLE PRECAUTION NECESSARY TO PRESERVE AND MAINTAIN STAKES
AND REFERENCE POINTS THROUGHOUT EACH PHASE OF THE WORK. FAILURE TO
DO SO WILL RESULT IN DEDUCTIONS FROM CONTRACT PAYMENTS IN THE AMOUNT
' OF THE DIRECT AND INDIRECT COSTS OF REPLACEMENTS.
� SECTION D
PAGE 1 OF 4
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8. SITE GRADING ,
WORK UNDER THIS SECTION SHALL INCLUDE ALL WORK NECESSARY TO PROPERLY '
CONSTRUCT THE PARKING LOT, DRIVEWAY AND HOLDING POND AS SHOWN ON THE
DRAWINGS AND IN ACCORDANCE WITH SECTION 2105 OF TNE 1988 MNDOT
SPECIFICATIONS AS MODIFIED BELOW.
A. TOPSOIL ' I
ALL TOPSOIL SHALL BE REMOVED FROM THE PARKING LOT, DRIVEWAY AND '
HOLDING POND AREAS WHILE PRESERVING ANY EXISTING VEGETATION AS NOTED
ON THE PLAN. ADEQUATE TOPSOIL SHALL BE STOCKPILED TO PROVIDE 6"
TOPSOIL FOR PLACEMENT ON ALL DISTURBED AREAS. '
B. EXCAVATION AND PLACEMENT/COMPACTION SHALL BE DONE AS NECESSARY TO
CONSTRUCT THE PARKING LOT, DRIVEWAY AND HOLDING POND AS SHOWN ON THE '
DRAWINGS, LN GENERAL, THE AREA TO BE EXCAVATED FOR THE PARKING LOT
EXISTS ON RELATIVELY FLAT GROUND (SLOPES FROM 2 - 3.5X) . THE OUTER
EDGES OF THE AREA DRAIN ONTO THE SITE AND FOLLOWS A BROAD WESTERLY
OVERFLOW OVER AN EXISTING DRIVEWAY. DUE TO THE PERIODIC�tLLY WET '
NATURE OF THE SITE, SOME EXCAVATION OF NON-COMPACTIBLE SOILS MAY BE
NECESSARY. REFER TO THE ENCLOSED SOILS REPORT SECTION C.5 FOR
RECOMMENDED SUBGRADE PR�PARATION. '
THE NEW AGGREGAT� DRIVEWAY SHALL BE GRADED INTO AN EXISTING SLOPE
RANGING FROM 10-20X THAT DRAINS INTO THE NORTH DITCH OF C0. RD. 51 .
CUTS SHOULD AVERAGE AROUND 3.5 - 4 FEET DEEP FOR THE DRIVEWAY AREA. '
FIELD EVALUATION BY THE ENGINEER SHALL DETERMINE WHETHER OR NOT ANY
EXCAVATED MATERIAL CAN BE USED AS FILL FOR THE PARKING LOT GRADING.
THE HOtDING POND SITE IS LOCATED WITHIN A LOW AND PERIODICALLY '
FLOODED WETLAND AREA. THE BOTTOM OF PROPOSED HOLDING POND IS TO BE
EXCAVATED 6 FEET BELOW EXISTING GRADES. SOILS IN THIS AREA CAN BE t
EXPECTED TO BE HYDRIC IN NATURE. THE SITE CONNECTS TO A LARGER MARSH
AREA LOCATED TO THE NORTH VIA A CULVERT UNDER C0. RD. 51 .
C. PUMPING OR BAILING '
IF, DURING THE CONSTRUCTION, WATER SHALL BE FOUND OR WATER FILLS
TRENCHES OR BOTT�1 OF EXCAVATIONS BY REASON OF GROUNDWATER, RAIN OR '
ANY OTHER CAUSE, THE SAME SHALL BE PUMPED OR BAILED BY THE CONTRACTOR
AND EXCAVATIONS KEPT FREE FROM WATER WITHOUT EXPENSE TO THE OWNER
UNTIL COMPLETION OF THE WORK.
D. SURPLUS MATERIALS '
ANY SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR ,
AT HIS EXPENSE AT AN APPROPRIATE DISPOSAL AREA OFF SITE.
E. FINISH GRADING '
SITE GRADING SHALL BE FINISHED IN A WORKMANLIKE MANNER, TRUE TO GRADE
WITHIN 0.1 FOOT OF FINISH GRADE AS SHOWN ON THE DRAWINGS. A BLADE '
GRADER AND A HEAVY (STEEL H) BEAM DRAG SHALL BE USED, AS REQUIRED,
DURING FINISH GRADING OPERATIONS.
SECTION D I
PAGE 2 OF 4
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' 9. A RE ATE BA RE
E COU
, AGGREGATE BASE COURSE SHALL BE CLASS 5 (100X CRUSHED) . MATERIALS SHALL BE
PLACED ACCORDING TO SECTION 2211 OF THE MNDOT SPECIFICATIONS. PAYMENT FOR
AGGREGATE BASE SHALL BE BY THE SQUARE YARD. THE THICKNESS THAT HAS BEEN
' SPECIFIED IS THE �IINIMUM COMPACTED THICKNESS THAT WILL BE ACCEPTED.
10. AGGREGATE SURFACING
, AGGREGATE SURFACING SHALL CONSIST OF 100X CRUSHED LIMESTONE A6GREGATE.
MATERIALS SHALL BE PLACED ACCORDING TO SECTION 3138 OF THE MNDOT
SPECIFICATIONS. PAYMENT FOR AGGREGATE SURFACING SHALL BE BY THE SQUARE
' YARD. THE THICKNESS THAT HAS BEEN SPECIFIED SHALL BE THE MINIMUM
COMPACTED THICKNESS THAT WILL BE ACCEPTED.
' 11 . BITUMINOUS SURFACING
BITUMINOUS SURFACING SHALL MEET THE REQUIREMENTS OF SECTION 2331 OR 2341
OF THE MNDOT SPECIFICATIONS. PAYMENT FOR BITUMINOUS SURFACING SHALL BE BY
' THE SQUARE YARD. THE SPECIFIED THICKNESS IS THE MINIMUM COMPACTED
THICKNESS THAT WILL BE ACCEPTED.
' 12. �4NCRETE CURB AND GuTTER
A CONCRETE CURB AND GUTTER SYSTEM SHALL BE INSTALLED AS SHOWN ON THE
DRAWINGS. CURB PROFILE SHALL BE MODIFIED AS SHOWN ON THE DRAWINGS WHERE A
� HANDICAP RAMP OR DRAINAGE FLUME OCCUR. GENERALLY, TWO TYPES OF CURBING
WILL BE INSTALLED. THE STRAIGHT FACED CURB AS SHOWN IN THE DRAWINGS
REQUIRES .0789 CUBIC YARDS OF CONCRETE PER LINEAL F00T OF CURB FOR
, CONSTRUCTION. THE SURMOUNTABLE CURB REQUIRES .0895 CUBIC YARDS OF
CONCRETE PER LINEAL FOOT OF CONSTRUCTION. OUTPUT CURB REQUIREMENTS
SPECIFIED ON PLANS TO BE FOLLOWED FOR PROPER DRAINAGE.
, PAYMENT WILL BE AS PER L.F. OF CURB. ALL CONCRETE SHALL BE TYPE 3.
COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3900 P.S.I. AT 28 DAYS AS
DETERMINED BY TEST CYLINDERS. -
' 13. DRAINAGE SWALE
' A DRAINAGE WAY FOR PARKING LOT RUNOFF SHALL BE INSTALLED AS SHOWN ON THE
DRAWINGS, ALL CONSTRUCTION TO REFLECT THE PROPOSED GRADES AND SPOT
ELEVATIONS AS SHOWN ON THE DRAWINGS.
, .14. CULVERTS
THERE ARE THREE CULVERTS TO BE INSTALLED UNDER THIS PROJECT. PAYMENT FOR
' THIS WORK IS BY THE LUMP SUM. DETAILS OF THE INSTALLATIONS ARE AS FOLLOWS:
THE CONTRACTOR SHALL CLEAN OUT AND DEFINE THE CENTER OF THE DRAINAGE
' SWALE. THE CULVERT SHALL BE PLACED ON A UNIFORMLY COMPACTED BASE OF
NATIVE MATERIAL, OR IF WET CONDITIONS ARE ENCOUNTERED, A LAYER OF
GRAVEL SHALL BE INSTALLED TO ASSURE A UNIFORM STABLE BASE. THE
' CULVERT AND END SECTIONS SHALL BE INSTALLED AND BACKFILL PLACED AND
COMPACTED AROUND THE NEW CULVERT. CONSTRUCTION TO MEET THE PROPOSED
CULVERT INVERT ELEVATIONS AS SHOWN ON THE DRAWINGS. FINISH GRADING
SHALL MATCH THE CULVERT END SECTIONS.
� SECTION D
PAGE 3 OF 4
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THE 8" CULVERT SHALL REQUIRE ADDITIONAL WORK FOR INSTALLATION INTO AN '
EXISTING CLEAN OUT BOX AS SHOWN ON THE PLANS.
CULVERT: '
12" DIAMETER X 50'-0" LONG CORRUGATED METAL PIPE
12" DIAMETER X 55'-0" LONG CORRUGATED METAL PIPE
8" DIAMETER X 265'-0" LONG CORRUGATED METAL PIPE (NO APRONS> '
12" DIAMETER X 2'-0" LONG GALVANIZED METAL
15. BAFFCED WEIR
A BAFFLED WEIR TO CONTROL THE OVERFLOW AT THE HOLDING POND SHALL BE '
INSTALLED AS PER THE PLANS. AlL WOOD USED IN CONSTRUCTION TO BE NO LESS
THAN .60 PRESSURE TREATED LUMBER. ALL FASTENERS TO BE THREADED GALVANIZED '
HARDWARE. PAYMENT SHALL BE BY LUMP SUM AND TO INCLUDE COSTS FOR THE
NECESSARY GEOTEXTILE FABRIC AND WASHED ROCK.
16. SODDING ,
° SODDING SHALL BE PLACED WITHIN THE ISLANDS OF THE PARKING LOT AS SHOWN ON
THE DRAWINGS. THE ENTIRE DISTURBED AREA SURROUNDING THE PARKING LOT SHALL '
RECEIVE SOD FOR A WIDTH OF 4 FEET. SOD SHALL BE STRONGLY ROOTED NOT LESS
THAN 2 YEARS OLD AND FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES. SOD
SHALL BE COMPOSED PRINCIPALLY OF KENTUCKY BLUEGRASS. '
PAYMENT FOR SOD IS BY THE SQUARE YARD.
17. HENNEPIN COUNTY PERMIT ,
THE ENTRANCE PERMIT FROM HENNEPIN COUNTY IS ATTACHED. CONTRACTOR MUST
COMPLY WITH ALL PROVISIONS OF THIS PERMIT. COST OF COMPLIANCE IS '
CONSIDERED INCIDENTRL AND WILL NOT BE PAID FOR SEPARATELY. OWNER WILL
FURNISH AND INSTALL PERMANENT SIGNS AS REQUIRED.
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SECTION D
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PAGE 4 OF 4
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