TOD12-01-LARGE PLANS3
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LOTS 13,14 & 15, BLOCK 8 -HYDE PARK
CONSTRUCTION PLANS FOR AGGREGATE BASE, BITUMINOUS SURFACING, CURB &GUTTER,
GRADING, GRADING, SIGNING, PARKING LOT AND MISCELLANEOUS CONSTRUCTION
FOR ANOKA COUNTY COMMUNITY ACTION PROGRAM
CITY OF FRIDLEY
PROJECT
LOCATION
- - - �� Hakanson
Anderson
Civil Engineers
3601 Thurston
763- 427 -5860
and Land Surveyors
Ave., Anoka, Minnesota 55303
FAX 763 - 427 -0520
THE SUBSURFACE UTILITY INFORMATION IN
THIS PLAN IS UTILITY QUALITY LEVEL D.
THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF
CI /ASCE 38 -02, ENTITLED "STANDARD
GUIDELINES FOR THE COLLECTION AND
DEPICTION OF EXISTING SUBSURFACE
UTILITY DATA."
-I`
x
400 0 400 800
SCALE IN FEET
V I I 1 %01 1 1 %I V Vf- I
ANOKA COUNTY, MINNESOTA
DEVELOPER /OWNER
ANOKA COUNTY COMMUNITY ACTION PROGRAM
1201 89TH AVENUE NE
SUITE 345
BLAINE, MN 55434
JOANN WRIGHT
763 - 783 -4740
ENGINEER /SURVEYOR
HAKANSON ANDERSON
3601 THURSTON AVE.
TIMOTHY A. EGGERICHS, P.E.
CHARLES R. CHRISTOPHERSON, P.L.S.
763 - 427 -5860
763- 427 -0520 (FAX)
GOVERNING
THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY.
ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES
SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT.
WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS
PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999
REVISION.
SHEET INDEX
THIS PLAN CONTAINS 4 SHEETS
SHEET L NO. DESCRIPTION
1 TITLE SHEET
2 DETAILS
3 EXISTING TOPOGRAPHY AND REMOVALS PLAN
4 GRADING, DRAINAGE AND EROSION CONTROL PLAN
I hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer, under the laws of the State of Minnesota.
TIMOTHY A. EGG �HS, P.E.
HAKANSON AN SON
DESIGN ENGINEER
43362 DATE L 5/8/12
LIC. NO.
DATE I REVISION 1
SHEET 1 OF 4 SHEETS
2777.12
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GENERAL CONSTRUCTION AND SOILS NOTES:
1. STRIP ALL INPLACE TOPSOIL IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS
SLOPE DRESSING. IN AREAS OF PARKING LOT, SIDEWALK AND BUILDING CONSTRUCTION, THE
EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST 100% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY, ASTM D698, IN AT LEAST THE UPPER 1 FT.
2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE
CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO 10"
LOOSE LIFTS, AND COMPACTED TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.
3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED
WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE
MATERIAL.
4. WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT CUT VERTICALLY TO THE
BOTTOM OF INPLACE SURFACING OR TOP OF GRADING SUBGRADE, WHICHEVER IS DEEPER, AT
A 1(V):2(H) TO THE BOTTOM OF EXCAVATION.
5. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND f
AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT.
6. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH Mn /DOT
SPEC. 2104.3.
7. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL
SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL /SY TO 0.06 GAL /SY BETWEEN
BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED
FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE
FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357.
8. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58 -28, SPEC. 3151 MODIFIED, SHALL BE
USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. SPEC. 3151 MODIFIED IS INCLUDED IN
TECHNICAL MEMORANDUM NO. 02- 06- MRR -01. SPECIFIC PG GRADES SHALL BE STATED IN
THE SPECIAL PROVISIONS AND AT THE END OF THE MIX DESIGNATION NUMBER SHOWN ON
THE TYPICAL SECTION.
9. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND
3139.
10. IF NECESSARY, THE UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH
THE CONSTRUCTION OPERATIONS UNDER THIS CONTRACT. CONTRACTOR SHALL SCHEDULE
CONSTRUCTION IN COOPERATION WITH UTILITY RELOCATION.
11. EROSION CONTROL SHALL CONFORM TO THE Mn /DOT EROSION CONTROL HANDBOOK.
GENERAL EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR
TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF
CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED.
2. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED
AREA AT ANY GIVEN TIME.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN
THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION.
REFERENCE NOTES:
1Q DESIGN AND CONSTRUCTION OF THE RETAINING WALL SHALL BE APPROVED BY THE
MANUFACTURER.
PUBLIC ROAD
RADIUS AS
REQUIRED
z
6 IN. MIN. DEPTH
o OF 1 IN. TO 2 IN.
o CRUSHED ROCK
Ul)
ENTRANCE WIDTH
AS REQUIRED
ROCK CONSTRUCTION ENTRANCE
PLASTIC ZIP TIES —�
(50LB TENSILE)
LOCATED IN TOP 8"
DIRECTION OF
RUNOFF FLOW
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POST LENGTH, 5 FT. MIN.
AT 6 FT. MAX. SPACING
GEOTEXTILE FABRIC, 36" WIDTH
MACHINE SLICE 8 " -12"
DEPTH
1.5" TYPE MV 3 WEARING COURSE MIXTURE (MVWE35035B)
2" TYPE MV 3 NON WEARING COURSE MIXTURE (MVNW35035B)
4" CLASS 5 AGGREGATE BASE
PLACED ON APPROVED SUBGRADE
3 PARKING LOT SECTION
2 NO SCALE
STANDARD MACHINE SLICED o
. 4" CONCRETE WALK
4" CLASS 5 AGGREGATE BASE
2 SILT FENCE DETAILS PLACED ON APPROVED SUBGRADE
2 TO PROTECT AREAS FROM SHEET FLOW
(SEE SPEC. 3886)
NEENAH R- 4990 -DX
CASTING WITH A
TYPE D SOLID LID
OR APPROVED EQUAL
4" MINIMUM
4 "HX 18 "WX 12 "D
KEYSTONE CAP UNIT
OR APPROVED EQUAL
8 "HX 18 "WX24" D
KEYSTONE STANDARD UNIT
OR APPROVED EQUAL
TOPSOIL
7
2
6"
iae
I--
4" MINIMUM
CONCRETE WALK
6 CONCRETE TRENCH DETAIL
2 NO SCALE
MINIMUM AUTOMATIC
SETBACK 1/4" PER
COURSE
TOPSOIL%
l,I�tt4�uv "- • - �
Fill 1// 11/111. =01/01
L 6 ff
VARIES: APPROX. (1) 8"
COURSE PER 6' -0"
VERTICAL HEIGHT
RETAINING WALL DETAIL 10
NO SCALE
Hakanson 'Anderson
Civil Engineers and Land Surveyors
3601 Thurston Ave., Anoka, Minnesota 55303
763 - 427 -5860 FAX 763 - 427 -0520
www.hakanson - anderson.com
4 SIDEWALK SECTION
2 NO SCALE
' v
o ° a 8" CONCRETE WALK
4" CLASS 5 AGGREGATE BASE
PLACED ON APPROVED SUBGRADE
SIDEWALK SECTION
8 THROUGH DRIVEWAY
2 NO SCALE
LOTS 13, 14 & 15, BLOCK 8
HYDE PARK
3'
1 -1/4"
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18"
6x6x10/10 WWM
5 VALLEY GUTTER
2 NO SCALE
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I
am a duly Licensed Professional Engineer under the laws
of the State of Min a.
t�r t /�)
DESIGNED BY:
TAE
— — -
EXISTING CONTOUR
DNpWN BY:
DMS
RIGHT -OF -WAY
-
TIMOTHT . EGG ..
Date 528112 Lic. No. 43362
CNECIlED BY:
CJJ
DRAINAGE AND UTILITY EASEMENT
Hakanson 'Anderson
Civil Engineers and Land Surveyors
3601 Thurston Ave., Anoka, Minnesota 55303
763 - 427 -5860 FAX 763 - 427 -0520
www.hakanson - anderson.com
4 SIDEWALK SECTION
2 NO SCALE
' v
o ° a 8" CONCRETE WALK
4" CLASS 5 AGGREGATE BASE
PLACED ON APPROVED SUBGRADE
SIDEWALK SECTION
8 THROUGH DRIVEWAY
2 NO SCALE
LOTS 13, 14 & 15, BLOCK 8
HYDE PARK
3'
1 -1/4"
8ff
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18"
6x6x10/10 WWM
5 VALLEY GUTTER
2 NO SCALE
DETAILS I SHE 2 ET
OF
4
CITY OF FRIDLEY, MINNESOTA SHEETS
LEGEND
— 906 -
— — -
EXISTING CONTOUR
RIGHT -OF -WAY
- - - - - - - - -
- - - - -
DRAINAGE AND UTILITY EASEMENT
P —OH
OVERHEAD ELECTRIC
G
UNDERGROUND GAS LINE
DECIDUOUS AND CONIFEROUS TREES
SHRUBS
7h
UTILITY POLE
4
GUY WIRE
— ❑ ❑
❑
WOOD FENCE
— o o
o
CHAINLINK FENCE
�..5-
SIGN
EXISTING STORM SEWER
- -- >>
EXISTING STORM SEWER
- >
EXISTING STORM SEWER
—
WV
EXISTING- WATER VALVE
EXISTING CATCH BASIN
EXISTING SANITARY MANHOLE
EXISTING CONCRETE CURB & GUTTER
SILT FENCE PER 2
2
DRAINAGE ARROW
T�::SHEET DETAIL NUMBER
NUMBER
DETAILS I SHE 2 ET
OF
4
CITY OF FRIDLEY, MINNESOTA SHEETS
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I I I MODULAR BLOCK
RETAINING WALL PER 7
I I �-•�� 2
DAYLIGHT WALL
�860
ELE 857.5
/ ELEV =857.5 T -857.7 I
I I r B -856.5
I GL= 858.37 � GL
- - - / = 857.17 �-
''��• T -857.5 855I40
B -856.0 / I
_1;. . ....
GL= 858.40 j' GL= 856.61 T -858.0 --'> 855 .5� I '
I GL= 856.79 bi
GL= 858.50 B -857.0 8S '
DROP BACK 856.69
I =85 9 ` a / Ln
OF CU 856.56 r
\ o CURB TO
I CONSTRUCT \ =85 7 855.49 / (,O
LZ \ I PEDESTRIAN
RAMP \ a a __
�j d
I 856.64 (�
� + GL =B 6.13 856.78 a a co 855.57
1
/ 856.77 V 856.77
4.
OH
86 J �
BITUMINOUS PARKING �\ c�L= 855.99 /
12 CONCRETE � 3 - _ � L �
CURB &GUTTER PER LOT PER I 2 / GL- 86.05 / ,,�,,� d
MN /DOT STANDARD \
PLATE 7100 (TYP.) DROP BACK I ( OF CURB TO / GL= 856.13
I CONSTRUCT a' a _ a
f PEDESTRIAN / GL= 856.16 I a
I I Co RAMP / " 6
Ln GL= 856.12 2 ° FIRST FLOOR / f
I I fyl _ 856.52 a f
ELEVATN- IO856.89 /
I GL= 856.03 /
d /
I �
GL =858. 14
00 1 �- GL= 855.95 , 2 •
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I °al
-- -- - -
GL= 855.85 / - -
I
i GL= 857.78
GL= 857.26 GL= 857.15 /
/a i
TIPOUT
i I CURB
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$� I o0 �o °
G GL= 856.86 / CC I
i WOOD FENCE �y.�
I GL= 856.86 "CJ GL= 855.72 '
(TYP.) I / GL= 856.56 GL= 855.71
4 - $ GL= 855.67 4 856.71 /
_ 2 GL- 856.44 (I
�Y
- 2 Q V 854.85 j
858.00 ; ° ' a (� f
n n °. °
d ° 14 d
857.90 4 ° ° °' d °
GL= 855.61 - Q
854.75
-- - 856.61 -
GL= 856.28 GL= 856.39 GL= 855.56
2
\ MATCH EXISTING MATCH EXISTING \
DROP BACK OF CURB
f \ \ TO CONSTRUCT
\ 60TH AVENUE NE PEDESTRIAN RAMP
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DROP BACK OF CURB TO
CONSTRUCT SIDEWALK
ION I hereby certify that this plan, specification, or report was DESN;NED BY.
S PER NEW SITE PLAN prepared by me or under my direct supervision and that I
LK THROUGH DRIVEWAY am a duly Licensed Professional Engineer under the laws TAE
of the State of in A DRAWN BY:
DMS
TI , CHECKED BY:.
Date _5/8/12 IWT Lic. No. 43362 CJJ
V
V
Hakanson Anderson
Civil Engineers and Land Surveyors
3601 Thurston Ave., Anoka, Minnesota 55303
763- 427 -5860 FAX 763 - 427 -0520
www.hakanson-anderson.com
39
856.42
856.
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�--� RELOCATE 1 SIGN
S
LOTS 139 14 & 15, BLOCK 8
HYDE PARK
-aH
GENERAL NOTES:
1. VERIFY LOCATION OF SEWER AND WATER SERVICE PRIOR TO
GRADING.
2. PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE,
CONSTRUCT A ROCK CONSTRUCTION ENTRANCE PERe.
2
3. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS.
LEGEND
T -TOP ELEVATION OF THE RETAINING WALL
B- GROUND ELEVATION AT THE RETAINING WALL
I
10 0 10 20
SCALE IN FEET
GRADING, DRAINAGE AND SHEET
EROSION CONTROL PLAN 4
OF
CITY OF FRIDLEY, MINNESOTA 4
SHEETS
2777.12