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<br />1
<br />GENERAL NOTES
<br />FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM
<br />PROFESSIONAL SERVICES AT 612.252.g070.
<br />DEVELOPER
<br />NATIONAL SELF -STORAGE, LLC
<br />,1
<br />I / / 1 I --I
<br />1 -t
<br />® LANDFORM 2017
<br />NYLOPLAST CB #205
<br />RIM=875.0
<br />INV=873.18
<br />DIA=18"
<br />BEEHIVE
<br />CBMH #204 ( C7.3
<br />R1M=876.33 1 2
<br />INV=873.04
<br />DIA=48"
<br />R-3067
<br />CBMH #203
<br />RIM=876.03
<br />INV=872.64
<br />DIA=2•x3'
<br />R-3067
<br />C7.3
<br />2
<br />CBMH #202 C7.3
<br />RIM=875.53 2
<br />INV=871.88
<br />DIA=48"
<br />R-3067
<br />CB
<br />RE=873.2
<br />1 A \ 1 r-
<br />1 /_\ I I-
<br />L- / % 1 Y L_
<br />0
<br />A 1 1 A /
<br />1\I 1/11
<br />1 Y r r
<br />CB -
<br />RE=873.2
<br />CB -
<br />RE=872.1
<br />IE=86 1.1(E)
<br />8=861.1(S)
<br />IE=661.0(NW)
<br />CBMH #301
<br />RIM=873.7
<br />INV=86g.66
<br />DIA=48"
<br />R-3067
<br />C7.3
<br />2
<br />STMH #302
<br />RIM=874.0
<br />INV=870.25
<br />DIA=48"
<br />R-3067
<br />C7.3
<br />CB
<br />RE=873.8
<br />8=670.0(E)
<br />IE=861.5(5)
<br />IE=861.5(N)
<br />CB -�
<br />RE=575.3
<br />IE=861.1(5W)
<br />IE=661.1(N)
<br />CB -�
<br />RE=575.2
<br />IE=861.1(E)
<br />IE=870.1(5)
<br />IE=871.3(W)
<br />IE=861.1(NE)
<br />16" RCP
<br />1511 RCP
<br />•
<br />•
<br />•
<br />•
<br />•
<br />0
<br />36' 12
<br />w
<br />15" RCP
<br />,r.
<br />r._
<br />KCP
<br />•
<br />18" RCP
<br />4" SANITARY C7.2
<br />CLEAN -OUT
<br />WITH WYE
<br />INV=86q.82 SANITARY
<br />SERVICE
<br />INV=870.26
<br />/
<br />1
<br />26
<br />STORAGE BUILDING A
<br />1-LEVEL
<br />4,571 S.F. 20
<br />FFE =877.5
<br />35' 6" PVC @1.0%
<br />INV=873.43
<br />RD
<br />RD
<br />• I
<br />- -ELEC-�J►
<br />'6
<br />4,1
<br />Pc
<br />r
<br />a
<br />0 _,
<br />RD
<br />U
<br />w
<br />GAS 1-4
<br />C
<br />TELE- ELE- ,---
<br />21
<br />11E=87 2.1
<br />=861.5(5)
<br />1 (6
<br />E=87i3.0
<br />o=8611.5(N)
<br />r861.4(W)
<br />A
<br />A
<br />(6
<br />0
<br />c
<br />I
<br />60" « RCP 0.410
<br />--CE 1�I�
<br />RE =874.0 I
<br />: 871.5L\I\ .1 - _
<br />LOT I
<br />4.45 4C
<br />58' 6" PVC @ I.0%
<br />INV=873.33
<br />C7.3
<br />RD
<br />30' 6" PVC @ I.0%
<br />INV=872.73
<br />STORAGE BUILDING B
<br />3-LEVEL
<br />26,280 S.F./LEVEL
<br />FFE=877.5
<br />58' 6" PVC @1.0%
<br />INV=872.75
<br />30' 6" PVC @ 1.0%
<br />INV=872.35
<br />SANITARY
<br />SERVICE
<br />INV=870.6
<br />24
<br />26
<br />5
<br />2
<br />NYLOSPLAST CB #104
<br />RIM=875.0
<br />INV=873.08
<br />DIA=18"
<br />BEEHIVE
<br />g0d Bend
<br />CONNECT TO
<br />EXISTING
<br />WATER
<br />z
<br />m
<br />0
<br />OAS
<br />I0
<br />to
<br />I
<br />I
<br />15'
<br />8" DIP
<br />5" SDR 5 PVC' / .. -1- 1>1
<br />I / TA I Fi
<br />A 1/ r- A so 1 r-
<br />l_ ‘v L/ 1--_ I1 \r 11--
<br />/-1 I I\/ L_
<br />- 5511H
<br />RC-8775
<br />IE=566.1(E)
<br />IE=666.1(5 STUB)
<br />CONNECT TO
<br />EXISTING SANITARY
<br />INV=866.g5
<br />C7.2 ) 4" SANITARY
<br />8 J CLEAN -OUT
<br />WITH WYE
<br />INV=867.44
<br />\ ( C7.3 1 CBMH # 103
<br />l 2 J RIM=876.26
<br />INV=872.7
<br />DIA=48"
<br />R-3067
<br />312D
<br />u,
<br />7,
<br />LOADING
<br />GARAGE
<br />WAT SAN
<br />°11012 4" PV( @ 2.0%
<br />w
<br />n)
<br />73' 6", PVC @ 1.0%
<br />)N�=
<br />72;3
<br />Fl1Tl IRF
<br />TORAGE BUILDING C
<br />3-LEVEL
<br />12,000 S.F.
<br />CBMH # 10I C7.3
<br />RIM=876.35 2
<br />INV=87 1.75
<br />DIA=48"
<br />R-3067
<br />CBMH #201 FUTURE STORAGE BUILDING D
<br />RIM=875.33 1-LEVEL
<br />INV=870.6g
<br />DIA=48" 6,720 S.F.
<br />R-3067
<br />C7.3 1 FES #200
<br />- J.LLV8Z0.5_
<br />C6
<br />RE=674.6
<br />IE=671.3(E)
<br />IE=871.0(S)
<br />IE=570.8(W)
<br />62' 5IF RCP >@ 0
<br />r\ 1 11. 11 /
<br />1-<1 1I\11.\
<br />\/ 1 r 1 \�
<br />r\
<br />1
<br />C7.3
<br />6
<br />FUTURE TRAIL
<br />OVERFLOW STRUCTURE
<br />RIM=873.0
<br />INV=870.5 WATER PLUG
<br />FUTURE
<br />NEIGHBORHOOD
<br />COMMERICAL
<br />13,670 SF
<br />LOT 2
<br />1.75 Ac.
<br />18' RCP --
<br />IE=P171 (I
<br />r�
<br />1 A 1 , r-
<br />I /\ K 1--
<br />L_ / \ 1 \ L_
<br />/ /\ ,. 1 I A 1 -1- \ /
<br />OA , :/ Ii Ii i\v
<br />15" RCP
<br />✓ \ /\ 1 1 1 r- I/ A r\ r
<br />I-< I II II I-- t/ /\ -e I V I
<br />L J \, \, L_ L_ v / 1
<br />r\ /. A r-
<br />re'. 1\, 1 / 1\ 1 I
<br />1 1 LJ
<br />,1 A .-
<br />I I Y\ I
<br />1 1 ., J
<br />8
<br />j
<br />A 1 1 A l
<br />I\I 1/1/-
<br />1 r VT 1.51
<br />70 A
<br />1
<br />z
<br />A
<br />I°
<br />2
<br />12
<br />1. 1 1 A /
<br />1\1 Il1l
<br />1 Y r r
<br />3
<br />ADDITION
<br />li _L
<br />C7.2 \ COMMERCIAL
<br />5 , WATER
<br />SERVICE
<br />C7.2
<br />3
<br />SANITARY
<br />SERVICE
<br />7
<br />C7.2 1HYDRANT AND GATE VALVE
<br />5
<br />C7.3 1 CBMH # IO2
<br />2 J RIM=876.10
<br />INV=87 1.4
<br />DIA=48"
<br />R-3067
<br />C7.2 1 SAN NH # I
<br />I J RIM=874.5
<br />z
<br />N
<br />INV=868.4 6
<br />2
<br />C7.3 1 FES # 100
<br />3 J INV=870.5
<br />POND
<br />NWL=870.5
<br />HWL=872.93
<br />z
<br />SAN PLUG
<br />FG=874.0
<br />INV=86q.3
<br />FUTURE
<br />SOUTH
<br />ACCESS
<br />CB
<br />RE=677.0
<br />IE=573.4(5)
<br />IE=673.KW)
<br />•
<br />5
<br />4
<br />3
<br />2
<br />1 • 1
<br />LJ.J
<br />1 • 1
<br />LJ.J
<br />Ll_
<br />-
<br />1
<br />/ ,\
<br />1 • 1
<br />LJ.J
<br />I _
<br />8
<br />4
<br />I-
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />14
<br />1
<br />UTILITY NOTES
<br />2. PIPE MATERIALS
<br />WATERMAIN
<br />WATER SERVICE
<br />SANITARY SEWER
<br />SAN. SEWER SERVICE
<br />STORM SEWER
<br />6-8" DIP CLASS 52
<br />I" COPPER TYPE K (ASTM B88) (BUILDING A)
<br />6" FIRE SERVICE (BUILDING B)
<br />PVC SDR 35
<br />PVC SDR 35, SDR 26, SCHEDULE 40
<br />RCP 12"-18" CLASS 5 (ASTM C76)
<br />PVC 12-15"
<br />3. CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS
<br />PRIOR TO BEGINNING.
<br />4. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF
<br />CONNECTION PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO
<br />NOTIFY ENGINEER IMMEDIATELY IF- THERE IS ANY DISCREPANCY.
<br />5. CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION OF NEW
<br />UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER IMMEDIATELY IF ANY
<br />CONFLICTS ARE DISCOVERED.
<br />6. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE
<br />DURING UTILITY INSTALLATION.
<br />7. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
<br />OR END OF END SECTION,
<br />8. INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
<br />g. CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF RAMSEY STANDARDS.
<br />10. CONTACT CITY OF RAMSEY PUBLIC WORKS FOR WET TAP INSPECTION.
<br />II. MAINTAIN 7.5 FEET OF COVER ON WATER.
<br />12. DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER
<br />CROSSINGS. CENTER PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN
<br />JOINTS.
<br />13. CONTACT GRANT RIEMER, CITY OF RAMSEY PUBLIC WORKS DEPARTMENT, AT
<br />763-433-g863 FOR FLUSHING AND PRESSURE TEST INSPECTIONS.
<br />14. THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART
<br />4715.2250.
<br />15. PROVIDE 4-INCH RIGID FOAM (ASTM D 1621) INSULATION ON SANITARY SEWER LESS THAN
<br />8 FEET DEEP. SEE PETAIL C7.2/4
<br />16. ALL PORTIONS OF THE STORM SEWER SYSTEM, LOCATED WITHIN 10 FEET OF THE
<br />BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA
<br />RULES, PART 4715.2820.
<br />17. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
<br />WATER TIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE
<br />WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
<br />18. CATCH BASINS IN CURB AND GUTTER ARE SIPPED 2 INCHES BELOW THE GUTTER
<br />GRADE. REFER TO PETAIL 8 ON SHEET C7.2.
<br />Ig. EXTEND INSULATION 4' BEYOND PLUG
<br />20. COORDINATE WITH PRIVATE UTILITIES TO PROVIDE ELECTRIC, NATURAL SAS, AND
<br />COMMUNICATIONS SERVICES TO BUILDING.
<br />21. THE PRIMARY ELECTRIC FEED, TRANSFORMER, AND METER ARE PROVIDED AND INSTALLED
<br />BY CONEXUS ENERGY. THE TRANSFORMER PAD DESIGN IS PROVIDED BY THE UTILITY
<br />AND CONSTRUCTION IS BY THE CONTRACTOR. CONTACT UTILITY FOR PAD PETAIL. THE
<br />SECONDARY ELECTRIC AND CONDUITS SHALL BE INSTALLED BY THE ELECTRICAL
<br />CONTRACTOR.
<br />22. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION.
<br />IDCENTER POINT WILL FURNISH AND INSTALL GAS SERVICE PIPING FROM THE MAINLINE TO
<br />THE METER. GAS SERVICE FROM THE METER SHALL BE INSTALLED BY THE MECHANICAL
<br />CONTRACTOR.
<br />OORDINATE TELEPHONE WITH CENTURY LINK TO PROVIDE TELEPHONE SERVICE.
<br />CONTRACTOR TO PROVIDE AND INSTALL A 4" PVC CONDUIT WITH PULL STRING,
<br />SWEEPING BENDS ONLY (NO q0 DEGREE BENDS), FROM PROPERTY LINE TO THE BUILDING.
<br />25. PROVIDE CONDUITS FOR CABLE TELEVISION AND OTHER ELECTRONIC COMMUNICATION.
<br />26. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATIONS
<br />OF SERVICE CONNECTIONS AND CONTINUATION OF SERVICES WITHIN BUILDING.
<br />27. COMPACT COHESIVE SOILS IN PAVED AREAS TO g5% OF MAXIMUM DRY DENSITY,
<br />STANDARD PROCTOR (ASTM D6g8) EXCEPT THE TOP 3 FEET WHICH SHALL BE
<br />COMPACTED TO 100%. COMPACT TO g8% DENSITY WHERE FILL DEPTH EXCEEDS 10
<br />FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR
<br />SOILS ALL PORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN
<br />g5% OF MODIFIED PROCTOR DENSITY (ASTM 01557).
<br />28. ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS
<br />OF UTILITY. MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
<br />UTILITY CROSSINGS
<br />O
<br />r�
<br />v
<br />CROSSING I
<br />SANITARY SEWER SERVICE TOP.=867.5
<br />WATERMAIN BOT=870.37
<br />CROSSING 2
<br />SANITARY SEWER SERVICE TOP.=868.4
<br />WATERMAIN BOT=870.37
<br />CROSSING 3
<br />STORM SEWER INV.=87 1.64
<br />SANITARY SERVICE TOP=86g.06
<br />WATER SERVICE TOP =86g.I
<br />NORTH
<br />Know what's Below.
<br />Call before you dig.
<br />0 50 100
<br />2827 107TH AVENUE
<br />BLAINE, MN 55449
<br />MUNICIPALITY
<br />PROJECT
<br />REGENCY
<br />COMMONS
<br />RAMSEY, MN
<br />SHEET INDEX
<br />SHEET
<br />TITLE
<br />CO.1 CIVIL TITLE SHEET
<br />C1.1 EXISTING CONDITIONS & DEMO
<br />C2.1 SITE PLAN
<br />C3.1 GRADING, DRAINAGE,& EROSION CONTROL
<br />PAVING PLAN & NOTES
<br />C3.2 SWPPP NOTES
<br />C4.1 UTILITIES
<br />C7.1 CIVIL CONSTRUCTION DETAILS
<br />C7.2 CIVIL CONSTRUCTION DETAILS
<br />C7.3 CIVIL CONSTRUCTION DETAILS
<br />C7.4 CIVIL CONSTRUCTION DETAILS
<br />C7.5 CIVIL CONSTRUCTION DETAILS
<br />L1.1 TREE PRESERVATION PLAN
<br />L 1.2 TREE PRESERVATION TABLE
<br />L2.1 LANDSCAPE PLAN
<br />L7.1 LANDSCAPE DETAILS
<br />ISSUE / REVISION HISTORY
<br />CONTACT ENGINEER FOR ANY PRIOR HISTORY
<br />DATE
<br />ISSUE / REVISION
<br />REVIEW
<br />03 JAN 2017 SITE PLAN SUBMITTAL
<br />XXX
<br />PROJECT MANAGER REVIEW
<br />BY XX
<br />DATE XX.XX.XXXX
<br />CERTIFICATION
<br />I hereby certify that this plan ma.' OIL, or under my direct
<br />the laws of the state of I*
<br />supervision, and that I am a rofessional Engineer under
<br />0 0 IOC)*
<br />Randall C. Hedlund 414*
<br />_IL 011ic.
<br />License No: 19576 10 e
<br />Signature shown 15
<br />this plan on file
<br />available upon r
<br />uct,on of ortginal. Wet stared copy of
<br />fess[onal Services, LLC office and is
<br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
<br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
<br />READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
<br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
<br />SITE PLAN SUBMITTAL
<br />01-03-2017
<br />•
<br />•
<br />A FORM
<br />From Site to Finish
<br />105 South Fifth Avenue
<br />Suite 513
<br />Minneapolis, MN 55401
<br />Tel: 612-252-9070
<br />Fax: 612-252-9077
<br />Web: landfornn.net
<br />FILE NAME
<br />PROJECT NO.
<br />NSS16001
<br />UTILIY PLAN
<br />C4.1
<br />SHEET NO. 6/15
<br />Landformoand Site to Finish eare registered service marks of Landform Professional Services, LLC.
<br />
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