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NOTE: CALL BEFORE YOU DIG! WARNING: GRADING & DRAINAGE NOTES GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS
<br /> EXISTING CONDITIONS INFORMATION SHOWN IS Gopher State One Cal I THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
<br /> EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
<br /> BASED ON A SURVEY PREPARED BY CORNERSTONE TWIN CITY AREA:651-454-0002 MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE
<br /> LAND SURVEYING INC., DATED 06/14/2022. TOLL FREE: 1-800-252-1166
<br /> THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE BUMPED 0.04 FEET. ALL CATCH BASINS
<br /> LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT TRAINING
<br /> CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE PLANS. SUMPED ELEVATIONS.
<br /> DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
<br /> I DURING CONSTRUCTION AT NO COST TO THE OWNER. 6
<br /> FACILITY
<br /> ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE-UNLESS NOTED OTHE \ 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL
<br /> / 6 6 6 a AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR
<br /> p9�\ 811UMINOUS DRIVE w UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. _ Blvd N, Hugo, MN
<br /> Q BITUMINOUS DRIVE
<br /> I
<br /> - 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF
<br /> x 55038
<br /> des �8S8 �BSd �8S8 �eSd rE EpICE -°- '� ' ' WALL), "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED
<br /> / 928 �BSd �BSd �BSd d lesd lesd lesd lend �BSd �BSd 18S8 l8S �8S8 l8S8 l8S8 l8S8 lBSob lose l8S8� WALL COURSES).
<br /> 1 924 m J
<br /> 2� 926 cn a- m
<br /> 930 1 0 5. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT N0.16.61753.100),
<br /> 9
<br /> 28 LATH:-- 3 .5 0� ;; 00 DATED 12/08/16 AS PREPARED BY NORTHERN TECHNOLOGIES INC. FOR AN EXISTING SUBSURFACE
<br /> - j 931 0\x-_x� \ c p °�� - \ ' q" 80 SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.
<br /> x-x- x-x-x-x-x-x-x-x-x-x- x-x-x-x-
<br /> `_ N j x 931. x 931.5 931.5 x i a se 0 931.
<br /> / se 1 4 9 6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND
<br /> B '` / \ ®® 930.3 q" BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR
<br /> 21• `0 926 MXCELENERGY
<br /> I SWEEPING SCHEDULE MUST BE ESTABLISHED.
<br /> I x / x o m °No1 8"/
<br /> M
<br /> 9 _0 / / I -T74 2 0 5 / I 7. DUST MUST BE ADEQUATELY CONTROLLED.
<br /> 9.5 2
<br /> % / �i o 9 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. •
<br /> O co( / o \
<br /> ell .,,3� J g" \ 9. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION.
<br /> 2 r., x931.5 / / / x IS313 931.3 �
<br /> b7 I N 00 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
<br /> m j /`ti x 932.0 x 932.0 9331 e e x x M a ( ■
<br /> °j cn x 932.0 I N \ 1 1. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE ■■ LouCKS
<br /> L \ x rn "932.1
<br /> \ 932. �`�•, STREETS NEED TO BE SWEPT.
<br /> / k I I O� I 30.2 \ 931. PLANNING
<br /> -932 2 12. THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND CIVIL ENGINEERING
<br /> % x 931. °�° m APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES LAND SURVEYING
<br /> ^� I / se 31 / * I o \ 932 00 " PERMIT FROM THE MPCA. LANDSCAPE ARCHITECTURE
<br /> `1.AT
<br /> / 1 B1s I \ I 7 I 13. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ENVIRONMENTAL
<br /> C,30.777 56 �_ 93 •5x 932.. ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY 7200 Hemlock Lane, Suite 300
<br /> x / '' 931. a- I BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS Maple Grove, MN 55369
<br /> sB15 B14 g " THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 763.424.5505
<br /> �a se I x�x x 931.5 x 931.5 931.5 �929.15 \ 30.67 m �
<br /> m " www.loucksinc.com
<br /> x x-x-x-x x \ �"� 9''� 0- 14. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA
<br /> •cp
<br /> M TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME
<br /> 7" REQUIRED.
<br /> / rn
<br /> ^ d •t'S I w
<br /> I x 930.6 x 931.0 POND 1 rn ' �ti I g" N 15. GRADES SHOWN ARE FINISHED GRADES.
<br /> NWL=924.0 ' 932Y.5331.7om _ I m
<br /> 30 HWL=926.9 I 932 4 m a 16. FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES.
<br /> BTM=918.0 I C` I o
<br /> 931. 17. UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR
<br /> 3 N / I I DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE
<br /> 21/ / SB m UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95%
<br /> i 7 932.0 I STANDARD PROCTOR DENSITY.
<br /> 92 8 \ d \ �/e✓F 9SBI 30816 a ��� M m I =
<br /> '� °� N a 18. WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS '
<br /> I N 1 se N / FFE=933.0 Im I a 2
<br /> B4 I 93 5 \ / REQUIRED FOR SATURDAY WORK. CADD files prepared by the Consultant for this project are
<br /> 923.47 O> p I instruments of the Consultant professional services for use solely
<br /> � N I Z with respect to this project.These CADD files shall not be used
<br /> � �, I F O 19. THE CONTRACTOR MUST HAVE A CITY LICENSE. on other projects,for additions to this project,or for completion
<br /> \ m of this project by others without written approval by the
<br /> zConsultant.With the Consultant's approval,others may be
<br /> o / x931.7 J I 20. A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW. permitted to obtain copies of the CADD drawing files for
<br /> n N x (+L " information and reference only.All intentional or unintentional
<br /> POND 2 / l 929 5 \ / W � 8 0 revisions,additions,or deletions to these CADD files shall be
<br /> NWL=919.0 / I I "� 21. TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450 AS MANUFACTURED BY PROPEX made at the full risk of that party making such revisions,additions
<br /> pJ cJ J ' or deletions and that party shall hold harmless and indemnify the
<br /> I HWL=920.6 \ o 9" Im GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE Consultant from any&all responsibilities,claims,and liabilities.
<br /> BTM=914.0 / a� N I MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. SU BM ITTAUREVIS IONS
<br /> < < X 32.5 >
<br /> + I / /JiI I z Q 22. STRUCTURAL RETAINING WALL, FENCING AND HANDRAIL DESIGN BY OTHERS. REFER TO 08/05/22 PRELIM CITY SUBMITTAL
<br /> 9 5 6 m J � ARCHITECTURAL PLANS.
<br /> N m
<br /> z �
<br /> N
<br /> / -� x 927.0 x 83.7 x 931.22 93 5 � ` W
<br /> L.L
<br /> 931.0 32.9 93 . I /
<br /> f 33 ..�
<br /> 21 O x I I 93 9 9 1. 932 m
<br /> x931.0 m �, LEGEND
<br /> m EXISTING PROPOSED
<br /> + , I x929.5 I x929.5 01 ^�
<br /> 93 ( �® CATCH BASIN
<br /> �O STORM MANHOLE 0
<br /> I `O 32.1 > FLARED END SECTION -44
<br /> 30.3 J 8"
<br /> • I cb / O sass m SANITARY MANHOLE
<br /> + 9�' 29. 13tsom11 m 7' HYDRANT PROFESSIONAL
<br /> \ \ 932.0 I hereby certify that this plan,spe ation or re rt was
<br /> I O / T x929 5 ti
<br /> �3 J , 8 I GATE VALVE N prepared by me or under su ery that
<br /> \9 " POST INDICATOR VALVE o°Piv I am a duly Licensed Prot ssidx3I El nder the
<br /> 21 I x a 9 P GM a `%� 3 ^\ •0� _ -- 80 ® WATER MANHOLE/WELL ® laws of the State o, rnesota. ` (' X`
<br /> o �V) \ i k 931 931.5
<br /> W N m `� • \ C� ?3 LIGHT POLE
<br /> GAS 9u> 1 i cn m ` / 0 POWER POLE 0
<br /> \ /�� t p 0 ? 93 m W \ Licens fro T1(4: cBoUtl,-PE 20383
<br /> GM�+ \` + 31 0 a- I OE ELECTRIC METER Date
<br /> 9' \ ✓ / •� P i 933� `• � \ 30.5 930 30.0 PER PLAN l © GAS METER
<br /> x 22 / / 93/� GM xx / \ ���\ 933� _ O TELEPHONE PEDESTAL
<br /> QUALITY CONTROL
<br /> / / /0• • 03? > ' >- 30.7 30.0 I �/ SIGN Loucks Project No. 22012
<br /> ao \ 1` \ \ ° Project Lead JJD
<br /> LA1W / �"� / I / 31. m J -0B BENCHMARK J
<br /> z \ • F x m Drawn By HW
<br /> Q 22 ,�ll� C • & • ? -_ -� a tB-7 SOIL BORING �B- Checked By TWM�8S8 o� &• . PARKING STALL COUNT
<br /> (7 1 \ / r \\\\ �µb \ � GP / U: I i ,0 Review Date 08/05/22
<br /> k ACCESSIBLE PARKING STALL
<br /> ET Cr •,•' ,� `� �•.,' ' GATE •o f..••f �� , 3� » SHEET INDEX
<br /> �yo/ ' i s 931. > > - STORM SEWER -
<br /> C7 QI ,� x` S�h �i� 931. > » Dr DRAINTILE » DT C1-1 EXISTING CONDITIONS
<br /> �92i l) \� r� m > C1-2 DEMOLITION PLAN
<br /> v 1 / /1\ ��,� \ 1P i'/ / \ I A33"� \ \ 931. `31' °�'�`� Qm V v FM SANITARY SEWER C2-1 SITE PLAN
<br /> I ---- \\( G� # /+ �' \ \�9. FORCEMAI N
<br /> + / _ i \ ? �' 30.3 I WATERMAIN i C3-1 GRADING PLAN
<br /> 6 set j �q24_ 1_� - \\/ / w ° f' 30.6 I - - - C3-2 SWPPP PLAN
<br /> s SANITARY SEWER SERVICE
<br /> C3-3 SWPPP NOTES
<br /> s 6 9a \ \ ry � s ': 3" GATE fw�.' 31.5 •5 W WATER SERVICE - -
<br /> ''� I I �q23 `\\\ 'S3�`��'Sg \/ / \ CONTROLS-_ •. / / V C4-1 UTILITY PLAN
<br /> 1 \ 1 / \ \ o \ o \ .�\ ��, V/ ELE UNDERGROUND ELECTRIC ELE C8-1 to C8-3 CIVIL DETAILS
<br /> I ( / \ \\\� ,�` ah /� I / + 9 0< ° \ �` ---CALL 31.6 31.1 ¢� �3 F° UNDERGROUND FIBER OPTIC Fo L1-1 TREE INVENTORY
<br /> v Tom\ I Ni 11 \ ; ?o• 4ti 9��� B0X GAS UNDERGROUND GAS GAS L2-1 LANDSCAPE PLANS
<br /> �' 6` i J l FLOOR ELEv ° f � \` Y / TEL UNDERGROUND TELEPHONE TEL L3 1 LANDSCAPE DETAILS
<br /> Q I / a22/ =934.0 �03e :.o• �v -7/ Pr OH
<br /> o ` 6 ! , V�' OVERHEAD UTILITY off
<br /> O\ r r I __F�ooR ctEv. ��`� Q -x x- FENCE -X lI-
<br /> Q r� ' 1 I/ \ I rL• \\ =933.9 •3• I Q
<br /> Q / / ([ 1 i Id I _ q31_ -o o- CHAIN LINK FENCE
<br /> \ / / ( I N ROOF ELEV. �� 3 y /
<br /> %� ' -959.9 CONCRETE CURB
<br /> 930.2
<br /> N EXISTING BULDNG `�. T
<br /> O /,� P � 20395 SOFT. °' 9 -� I RETAINING WALL
<br /> N / / /\ ,f CALL BOX-'` o /G (AS SHOWN)
<br /> cCNJ ` \� �'\ ° o' �� 4' I ^ a a a CONCRETE °
<br /> o \ Ilk\ ' "c ch ° ° R?o * 'its \ -1 0 \{ / NO PARKING
<br /> \� / / FLOOR ELEV.
<br /> (- 933.8 \.. � /����,� BUILDING I
<br /> 6 °Q: I 1''^� \�� .ham ,' o / `0�2� CONTOUR
<br /> � �• -RooF El.�v. o I � 972.5
<br /> / / =av4.l _ xs725 SPOT ELEVATION X
<br /> / / I \ �� �� r //V/ ° i o �' I - - - '°R DIRECTION OF FLOW E
<br /> ` GRADING
<br /> � �+9 °' /�`3> aR HANDLING p0 \ ` " �� -
<br /> / _N- TREE LINE
<br /> PLAN
<br /> o I ,�' \ 1 I �f i� I �� `9 nD \ EQuvr>ENT-�� A _FwoR_ELEv. r..�e1.ry,, o,� `, _ I . L� I' PARKING SETBACK LINE �SBL
<br /> Nn TPG4COAce
<br /> N
<br /> 0 0 50 100 BUILDING SETBACK LINE SBL
<br /> 00
<br /> 0
<br /> c3ml
<br /> 2 SCALE IN FEET
<br />
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