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WARNING: CALL BEFORE YOU DIG! SITE NOTES
<br /> NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL Gopher State One Call EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN
<br /> EXISTING CONDITIONS INFORMATION SHOWN IS MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. TWIN CITY AREA:651-454-0002 ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL
<br /> BASED ON A SURVEY PREPARED BY CORNERSTONE THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT 11j�V TOLL FREE: 1-800-252-1166 JURISDICTION REQUIREMENTS.
<br /> LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA
<br /> LAND SURVEYING INC., DATED 06/14/2022. CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE 2. TRAINING
<br /> DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED STANDARDS AND LOCAL/STATE REQUIREMENTS.
<br /> DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br /> 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. FACILITY
<br /> 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.
<br /> \� BITUMINOUS DRIVE PROPOSED SUBSTATION AREA PROJECT PROPOSED IN-PROCESSING BUILDING PROJECT
<br /> a BITUMINOUS DRIVE 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 55038
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - -=x , - - x- - -x _x 771
<br /> FENCE - x 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.
<br /> 18Sd �BSd 78Sd �B �
<br /> Sd 7BSd 78Sd -l8sd 78Sd -lBSd �8378Sd 7BSd 78Sd 718sd
<br /> ease Mesa �ese., ease Mesa ease 7lese 78se�-lese -lese 718se -lose -lose Jese 7. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.
<br /> J
<br /> 11 FF-- � � � � � r=i-I :::1 rtrtrt -r am m 1
<br /> 127 �m U) 1 - 8. REFER TO ARCHITECTURAL SITE PLAN FOR BUILDING SETBACKS.
<br /> I I I I I I I I I I I I I I I
<br /> I 11 �12 ,5 � 18.0' i i 9.0' 5,R 71 - " 80 -- -�
<br /> ca f-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x� _18.0 -� 9
<br /> of CD / k x 11 24.0 TYP TYP DEVELOPMENT AND DESIGN STANDARDS
<br /> TYP 5,R + - BUILDING SETBACKS:
<br /> J x ®® x PV�O F bF I I I I I ! 5!R/�� �I qn
<br /> XCELENERGY
<br /> POLE HEIGHT=105'x � I 11 I IL- 41 24.0' i ll I P�RI IN�(TYP)I I I I 1 �0µ 1 24.0' JAI FRONT 30 FT MINIMUM
<br /> I _I I 1 I 1 _I_ 1 11 II - I J SIDE EQUAL TO HEIGHT OF BUILDING
<br /> I I ! ! ! ! i �I 11 _ m m g" (NOT LESS THAN 10 FT) MINIMUM
<br /> j1 I I I I I I I I I I �I I I I _ REAR 30 FT MINIMUM
<br /> x ��i I I I I I I I I I I I 1 1 1 I I I I O C`it - - �I � I
<br /> _ r-9.0' 5'R 18.0'_ 5fR �I 6"
<br /> PROPOSED SUBSTATION I TYP 24.0 161 TYP _ _ II OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS . -� ,
<br /> / SEE PLANS PREPARED BY OTHERS I 11 /_.\ I I I F w^\
<br /> x � - y- - 5'R � _ _ _ �I OFF-STREET PARKING SETBACKS:
<br /> r J " FRONT 10 FT MINIMUM
<br /> POLE HEIGHT=83' 11 y T I t201� III J S CONCRETE APRON
<br /> ESKAWT
<br /> III 5'R m SEE CITY DETAIL SIDE 5 FT MINIMUM ■
<br /> * * x I 11 _� 0 24.0' - m 2 R i REAR 5 FT MINIMUM ■■ LoUCKS
<br /> ctp I 21
<br /> A / j x 4 5'R 18.0' 5'R 5'R - MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN):
<br /> 24.0' f- TYP 24.0' 18 0' PARKING SPACE WIDTH = 9 FT PLANNING
<br /> I 11 5'R LL5'R 5'R I 5'R 5'R 5'R PARKING SPACE LENGTH = 18 FT
<br /> DRIVE LANE WIDTH = 24 FT CIVIL ENGINEERING
<br /> x I I 11 10 4' 5 �, --I d 25'R LAND SURVEYING
<br /> W
<br /> o ^^ ^ � R - °' � LANDSCAPE ARCHITECTURE
<br /> ` ENVIRONMENTAL
<br /> � I I �� B612 C&G (TYP.)-/ ° g, P 24.0' - 7" I SITE DATA
<br /> POLE HEIGHT=62' „ 32.0
<br /> x � ° CURRENT ZONING: BUSINESS PARK 7200 Hemlock Lane, Suite 300
<br /> x�x I ` ` 5'R 7" PROPOSED ZONING: BUSINESS PARK Maple Grove, MN 55369
<br /> / I POLE HEIGHT=57' „ CONCRETE
<br /> PAVEMENT FLAT CURB 6 5 R
<br /> 763.424.5505
<br /> �a x�x SB I 11 1 - F-10.0 m J www.loucksinc.com
<br /> x x-x-x-x x m m T PROPERTY AREA: 1,226,373 SF/±28.1 AC
<br /> 0 co ,1 TYPICAL ADA
<br /> �.�0 25'R \\ �� _47.4' „ PARKING STALLS m
<br /> \ GRAVEL PARKING AREA ` „ SEE DETAIL 61 7" I PROPOSED BUILDING AREA: 70,488 sf/±1.6 ac (5.7%)
<br /> / 50'R \ \�\ \\\ POLE HEIGHT=57' „ / ALLOWED UP TO 40/o
<br /> \\\ �4 AD SEE DETAIA SIGN L lu PROPOSED IMPERVIOUS AREA: 514,677 sf/±11.8 ac (41.9%)
<br /> ` POND 1 8" �' ALLOWED UP TO 80%
<br /> 2
<br /> �� � NWL=924.0 � � ^ � � 5'R
<br /> V) I 20'R o� \ HWL=926.7 I m � a
<br /> POLEHEIGHT=85' \ POLEHEIGHT=52' \ \\� 4' `co
<br /> BTM=918.0 PROPOSED a z I OFF-STREET PARKING CALCULATIONS
<br /> / I POLE HEIGHT=43' \ \ `� PATIO IN-PROCESSING
<br /> \ 20'R \\ ` A11 I a BUILDING m CODE REQUIRED PARKING FOR PROPOSED BUILDING
<br /> o �� o I ° ; 34,740 OFFICE BUILDING / 200 =173 PARKING STALLS
<br /> 6200 TRAINING LABS / 500 =13 PARKING STALLS
<br /> J
<br /> o ��o � sB 5R J = A. . • •
<br /> � -F3
<br /> POLE HEIGHT=52' C) �1 SB _ °° a a = TOTAL =186 PARKING STALLS
<br /> / \ \ FFE-933.0 „� N I CADD files prepared by the Consultant for this project are
<br /> � instruments of the Consultant professional services for use solely
<br /> / POLE HEIGHT=64' \ \ \ w o
<br /> „ z .f� z with respect to this project.These CADD files shall not be used
<br /> / POLE HEIGHT=48' \\ PROPOSED PARKING PROVIDED on other projects,for additions to this project,or for completion
<br /> \ Z k - of this project by others without written approval by the
<br /> 24.0' m Q EXISTING STALLS REMOVED =22 Consultant.With the Consultant's approval,others may be
<br /> FLAT CURB .� permitted to obtain copies of the CADD drawingfiles for
<br /> POLE HEIGHT=79' \ \\ _47.4' ` „ I J PROOF OF PARKING =110 formation and reference only.All intentional or unintentional
<br /> / \ _ (n J 8" Q revisions,additions,or deletions to these CADD files shall be
<br /> n� POND 2 24' _ , � �� •0 m PROPOSED STALLS =229 made at the full risk of that party making such revisions,additions
<br /> ' I NWL-919.0 \ TYP \ ` �� I 9'0 NEW TOTAL PARKING PROVIDED =317 or deletions and that party shall hold harmless and indemnify the
<br /> HWL=920.7 POLE HEIGHT=55' POLE HEIGHT=57' _ TYP q" J I Consultant from any&all responsibilities,claims,and liabilities.
<br /> BTM=914.0 / CONCRETE PAVEMENT m
<br /> r
<br /> ' - \ e i
<br /> ' I / \50'R c r \ \ POLEHEIGHT=52' „ / LEGEND
<br /> \ POLE HEIGHT=57' \ Q 08/05/22 PRELIM CITY SUBMITTAL
<br /> + '� co PROPOSED TRANSMISSION LINES \\ \ „ /
<br /> to ` CONCRETE SIDEWALK(TYP.) i
<br /> co I (SEE PLANS PREPARED BY OTHERS) „ EXISTING PROPOSED
<br /> CC! \\ \\ , m m z �� 1111/07/22 PROOF OF PARKING
<br /> \ II / FUTURE SOLAR O®® CATCH BASIN
<br /> 1 \ \ o W �O STORM MANHOLE Q
<br /> \ 20 R _18.0
<br /> \ \ 50, - \ ` , X TRAINING AREA TYP L.L
<br /> 14 I 1 FLARED END SECTION -40
<br /> 1 15'R \ FUTURE WIND 1 ° 0 SANITARY MANHOLE
<br /> TURBINE TRAINING -0 HYDRANT 4
<br /> W POLE HEIGHT=70' \ 0, \\\ \\ „ 9 d # pQ GATE VALVE N
<br /> AREA
<br /> W I 20'R m m J
<br /> 61)m m POST INDICATOR VALVE OPiv
<br /> / POLE HEIGHT=61 \\\ \ POLE HEIGHT=52' 11 m
<br /> I 1 ® WATER MANHOLE/WELL
<br /> + \ POLE HEIGHT=61' \\ 8
<br /> \ \ LIGHT POLE
<br /> ' I POLE HEIGHT=70'� \ \\ 20,R \ 4.5 R 6 5'R " O POWER POLE
<br /> �m w \ ♦ \\ �, 16 4.5'R J 8 O ELECTRIC METER
<br /> r- I / ♦ \ O �� m J © GAS METER • •
<br /> + ; '- / O \ +�,♦ �� 4.5'R 24.0' 00 m 7" ❑T TELEPHONE PEDESTAL PROFESSIONAL
<br /> SIGNATUREd I hereby certify that this plan,spe anon Ep,t was
<br /> I \ , T + ♦♦ 5 B612 C&G (TYP.) „ + 6 51R SIGN � prepared by me or under re s er" hethaPOLE HEIGHT=57' J 24•0 18 ` 8" I BENCHMARK of the Stat Lof Mied L tdsechite�txhe laws
<br /> « + � �
<br /> 1 I I a P GM ♦ ~♦ 15'\\\ �� TY - -- 80 -- - tB7'
<br /> SOIL BORING �B-
<br /> C", /' ♦ \ \ �� + .5'R 20 R J PARKING STALL COUNT a�.Ekhoff_LA
<br /> I I + Q ♦ ♦ \
<br /> �`� GAS « ♦ ♦ \\ / 24.0' 12 6 m m ACCESSIBLE PARKING STALL License-f`�o 52050
<br /> ' --. / , yo ' GM\, I PROPOSED FENCE \ \ �4 4.5'R >> STORM SEWER Date j
<br /> `' L �� I \�+ d eP « ♦♦ �/ � 10'R AND GATE TO \\ ,
<br /> ' + _ \♦ �� MATCH EXISTING \ 9 0' `-5.0' 6 I » aT- DRAINTILE » DT- • CONTROL
<br /> POLE HEIGHT=66' , GM + �I/ ♦♦ `� \ 5'R I 6 4.5'R > SANITARY SEWER
<br /> ♦ 05 �� 25.0' `�`- , FM FORCEMAIN FV Loucks Project No. 2201D2
<br /> + 0x� « ® � ® � �' �. 10.5 ' I WATERMAIN i Project Lead JJ
<br /> 01G « « 5'R 'co
<br /> m m s SANITARY SEWER SERVICE
<br /> IIIEDrawn By CEF
<br /> � , � �, •••;•. ____ ♦ ^ 24.0 5 R a -/-/- Checked By NWE
<br /> z P ♦` 5'R w WATER SERVICE - Review Date 08/09/22
<br /> -l8S8 k' ` /0
<br /> 24.0
<br /> g � + \d*� � G • GP`•.''•'• /// \\ ,•@ � � / i/ / ♦♦ a 5'R � I ELE UNDERGROUND ELECTRIC ELE
<br /> ® UNDERGROUND FIBER OPTIC
<br /> \ ❑� OSHEETINDEX
<br /> r ,/ • / ' GATE o o: t % r / / '/ \� 24.0' FO FO -
<br /> �/ \ � CONTROLS- ' /
<br /> N h / 24•0' C1 1 EXISTING CONDITIONS
<br /> • ® �x� �P v r // o /� T ♦ _GA UNDERGROUND GAS GAS
<br /> N / ♦ PO , TEL UNDERGROUND TELEPHONE TEL C1-2 DEMOLITION PLAN
<br /> U , + - P // m r., C2-1 SITE PLAN
<br /> - +�. : , %/ { e+ 5'R Q , off OVERHEAD UTILITY eH C3-1 GRADING PLAN
<br /> + ,
<br /> l - :;° G� // 5'R 1 1 I -x x- FENCE -x X- C3-2 SWPPP PLAN
<br /> 41
<br /> { , / G': /
<br /> rJ - ` s "• / R 6 -a o- CHAIN LINK FENCE -�� C3-3 SWPPP NOTES
<br /> N , LYsC '9 3" CONCRETE SIDEWALK(TYP.) u. •♦ 5 R C4-1 UTILITY PLAN
<br /> -a POLE HE IGHT=71' , ; ssR ��sr o corrrRas\\ ♦♦ 7 24.0' S R v , CONCRETE CURB C8-1 to C8-3 CIVIL DETAILS
<br /> JI , / p� / + 9 0` ° \\\\ + ♦ 5,R `�� a a RETAINING WALL 4
<br /> L1-1 TREE INVENTORY
<br /> j \ ' o o `� eox ♦♦� 5'R
<br /> 2 a CONCRETE
<br /> U T , 1 ,0 ` \` ♦ L3-1 LANDSCAPE DETAIL2-1 LANDSCAPE LS
<br /> Q � / / FLOOR ELEv.� °' �\ NO PARKING
<br /> Q ``� ; / / =934.0 /0 ♦♦ 5'R
<br /> ¢ I ����� I BUILDING
<br /> \ 3 ♦♦\ �e�2� CONTOUR
<br /> � � + _FLOOR ELEv. • , • ' ♦ �" Xsn s SPOT ELEVATION X972.5
<br /> I =933.9 a o
<br /> V POLE HEIGHT=52', \\ i/ ryti -RooFHEv. 3 '� � 3 ♦♦♦ 5'R Q ' 'Ox DIRECTION OF FLOW E1.0/
<br /> =959.9
<br /> Gq MATCH EXISTING TREE LINE
<br /> EXISTNG BUILDING PARKING SETBACK LINE �saL
<br /> _ � 20,3q5SQ.F o BITUMINOUS PAVEMENT
<br /> CALL BOX-� o GP (ASS OWN) .,i ♦ 2 3 ,
<br /> \°° \a (AS SHOWN) 4" ♦ �, O� I BUILDING SETBACK LINE �sBL
<br /> \ Co \ i '` .lF' •e• •_ -.09
<br /> FLOOR H.EV.
<br /> J o - _ - PAVEMENT LEGEND
<br /> Q \ �i' .� `, ,(4.0. ^ \ i-ROOF ELM o , `� �_V _N_
<br /> \ P•. / �v4.I �� Q/ - - - DENOTES LIGHT DUTY BITUMINOUS PAVEMENT
<br /> s ° I \\
<br /> o
<br /> N .'� I I �o�F 0> AR HALING oo .\ ` ` " I SITE DENOTES HEAVY DUTY BITUMINOUS PAVEMENT ■
<br /> J� C, ^ N \ `
<br /> LAN
<br /> O l '/ fy/ i ,� �'`/ ° EOuvrlENr-\ `�_F.00R ELEv.
<br /> ' D =934.0 CASTING BUILDING
<br /> �.`/ 0 50 100 DENOTES CONCRETE PAVEMENT
<br /> "� NO TRESSPASS / ' / I O T zSTING0,q75 UILDIN `
<br /> '� / i' % I a �� vl. (As SHOWN) `
<br /> 9/2g� DENOTES GRAVEL PAVEMENT
<br /> SCALE IN FEET C2mi
<br /> 0
<br /> CL
<br />
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