|
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. (t, 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 TOLL FREE: 1-800-252-1166 JURISDICTION REQUIREMENTS.
<br /> LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, 2. 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 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 /> FACILITY
<br /> 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
<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
<br /> FENCE -x X 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.
<br /> � � � � � � � � � � � � � � � � � � � � �� � � ��N ��� � �
<br /> lBSd lBSd �BSd �8sd �BSd �8sd lesd -Il lBSd I8 ��8sd �BSd �BSd ill lesd lend
<br /> lose Mesa �ese., ease lose ease-lose-lose��ese lose lese lose Mesa Jose 7. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.
<br /> m J
<br /> 29 m U) ' 8. REFER TO ARCHITECTURAL SITE PLAN FOR BUILDING SETBACKS.
<br /> x
<br /> � r
<br /> x x�k\ I 11 5 18.0'_ I I _9.0' S,R --M 80 -- -�
<br /> CD k-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x X 11 I ��-1TYP B612 C&G (TYP.) 24.0 TYP J -� TYP q DEVELOPMENT AND DESIGN STANDARDS
<br /> ®® I I II 5'R 5'R q�� BUILDING SETBACKS:
<br /> FRONT 30 FT MINIMUM XCELENERGY
<br /> POLE HEIGHT=105'x � I I 24.0' 2 24.0 J J SIDE EQUAL TO HEIGHT OF BUILDING
<br /> I I I 2 m V) $� (NOT LESS THAN 10 FT) MINIMUM
<br /> a k xU REAR 30 FT MINIMUM
<br /> 9.0, 5'R 18.0'_ 5'R 6"
<br /> / PROPOSED SUBSTATION I r TYP 24.0' 161 TYP OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS . -O
<br /> / k SEE PLANS PREPARED BY OTHERS I I I -� 5'R OFF-STREET PARKING SETBACKS:
<br /> J $" CONCRETE APRON FRONT 10 FT MINIMUM
<br /> POLE HEI HT=83' 11 i 2 5'R m SEE CITY DETAIL SIDE 5 FT MINIMUM ■
<br /> a I III -� � I I I I � �21 24 0' - w I i REAR 5 FT MINIMUM ■■
<br /> 11 24.0' 2 'R LouCKS
<br /> A / x I III 5'R 18.0' S'R 51R MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN):
<br /> 24.0' f- TYP 24.0' 18.0' PARKING SPACE WIDTH = FT
<br /> / III 5'R 5'R 5'R I 5'R 5'R 5'R PARKING SPACE LENGTH = 18 FT PLANNING
<br /> k J DRIVE LANE WIDTH = 24 FT CIVIL ENGINEERING
<br /> I 11 2 5 a° 0 Mn d 25'R LAND SURVEYING
<br /> (n LANDSCAPE ARCHITECTURE
<br /> * I 8j6 �
<br /> 24.0' - ENVIRONMENTAL
<br /> POLE HEIGHT=62' I32.0 ° 7� SITE DATA CURRENT ZONING: BUSINESS PARK7200 Hemlock Lane, Suite 300
<br /> I „ ` _ 1R 70 PROPOSED ZONING: BUSINESS PARK Maple Grove, MN 55369
<br /> POLE HEIGHT=57' It � CONCRETE 5 R763.424.5505
<br /> PAVEMENT FLAT CURB .0' m J
<br /> �a x www.loucksinc.com
<br /> �x x x-x-x-x x m m T PROPERTY AREA: 1,226,373 SF/±28.1 AC
<br /> 0 ,1 TYPICAL ADA
<br /> �,o / 25'R \\ �� _47.4' „ PARKING STALLS m
<br /> / \ GRAVEL PARKING AREA \ „ SEE DETAIL 61 7M I PROPOSED BUILDING AREA: 70,488 sf/±1.6 ac (5.7%)
<br /> / 50'R \ \�\ \\\ POLE HEIGHT=57' „ / ALLOWED UP TO 40/o
<br /> ADA SIGN TYP at PROPOSED IMPERVIOUS AREA: 514,677 sf/±11.8 ac (41.9%)
<br /> Vo POND 1 SEE DETAIL ' $, n ALLOWED UP TO 80%
<br /> 2 J
<br /> NWL=924.0 ' ^ 15'R ; J m
<br /> �°r° / °cn° I 20'R co 0� \ \ HWL=926.9 I ° a m a a
<br /> POLEHEIGHT=85' \\ POLEHEIGHT=52' \ \\ 4' ` BTM=918.0 PROPOSED a z I OFF-STREET PARKING CALCULATIONS
<br /> POLE HEIGHT=43' \ PATIO` IN-PROCESSING
<br /> 20�\\ A�� BUILDING CODE REQUIRED PARKING FOR PROPOSED BUILDING
<br /> �� o I 34,740 OFFICE BUILDING / 200 =173 PARKING STALLS
<br /> 6200 TRAINING LABS / 500 =13 PARKING STALLS
<br /> i J '
<br /> / 01�0 QSB 5R m J = CADD • •
<br /> a \
<br /> � -e3
<br /> POLE HEIGHT=52' o �1 SB _ a P,�2
<br /> m aTOTAL =186 PARKING STALLS gFFE-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' \\ _z on other projects,for additions to this project,or for completion
<br /> \ Z �- of this project by others without written approval by the
<br /> 24.0' m PROPOSED PARKING PROVIDED Consultant.With the Consultant's approval,others may be
<br /> FLAT CURB -6 permitted to obtain copies of the CADD drawingfiles for
<br /> _47.4' ` I J EXISTING STALLS REMOVED =22 for nation and reference only.All intentional or unintentional
<br /> / W POLE HEIGHT=79' \ \ �/ -
<br /> ,/ / \ , M J $M Q revisions,additions,or deletions to these CADD files shall be
<br /> n� POND 2 24' _ , �� 0 m PROPOSED STALLS =351 made at the full risk of that party making such revisions,additions
<br /> ' I NWL=919.6 \ TYP - \ Is I y9'0 _J NEW TOTAL PARKING PROVIDED =329 Consulor tant from
<br /> anyhat&a all
<br /> responsibilities,
<br /> hold harmless clams, indemnify the
<br /> HWL-920.6 POLE HEIGHT=55' POLE HEIGHT=57' -L TYP qM J I Consultant from any&all responsibilities,claims,and liabilities.
<br /> BTM-914.0 / \ r \ ` „ CONCRETE PAVEMENT d m •
<br /> ' I / \\50'R c r \ \\ POLEHEIGHT=52' „ / LEGEND -
<br /> POLE HEIGHT=57' Q 08/05/22 PRELIM CITY SUBMITTAL
<br /> + '� PROPOSED TRANSMISSION LINES \\\ r \\ lit /
<br /> to ` CONCRETE SIDEWALK(TYP.) I
<br /> co I (SEE PLANS PREPARED BY OTHERS) „ EXISTING PROPOSED
<br /> ' \\\ \\ II / FUTURE SOLAR m m z �® CATCH BASIN •■
<br /> 1 \\\ 20 R 50 \\ ` , X TRAINING AREA 1TYP m LLU OO STORM MANHOLE Q
<br /> 14 5 R I 1 FLARED END SECTION
<br /> ` "
<br /> \ \ FUTURE WIND 1 O SANITARY MANHOLE
<br /> POLE HEIGHT=70' \ \ \ TURBINE TRAINING 9 HYDRANT 4
<br /> co co CO \ p \ \ \\ AREA „ a # pd GATE VALVE H
<br /> r 10 20'R 1 ., ° ° m ° m J
<br /> ,- , � \\ \0 m m POST INDICATOR VALVE OPiv
<br /> / POLE HEIGHT=61' \\\ \ POLE HEIGHT=52'
<br /> I I ® WATER MANHOLE/WELL
<br /> + \ POLE HEIGHT=61' \\ 8
<br /> \ \ � � LIGHT POLE �
<br /> ' I POLE HEIGHT=70'� \ \\ 20,R \ 4.5 R 6 5'R M O POWER POLE
<br /> Im w \ ♦ \\ �, 16 4.5'R �� ^° J $ O ELECTRIC METER
<br /> ♦ \ O �� m J © GAS METERPROFESSIONAL
<br /> O \ +�,♦ �� 4.5'R 24.0' °�° Cn m 7" ❑T TELEPHONE PEDESTAL SIGNATUREd I hereby certify that this plan,spe i anon or re rt was
<br /> I \ , T + ♦♦ 5 B612 C&G (TYP.) „ + 6 5'R SIGN prepared by me or under"�' ire su ervU that
<br /> + ; ; \♦♦ POLE HEIGHT=57' \ J „ 24•0 1 8 OrIf I am a duly$" I BENCHMARK of he Stat Licensed
<br /> Mied La[ds `e \chitt\ r the laws
<br /> 1 I I a P GM ♦ ~♦ 15'\\\ �� em
<br /> TY - -- 80 -- - SOIL BORING �B-
<br /> 4f Vv
<br /> '� m ; « \♦♦ ♦ \ \ �� + 5'R 20 R J PARKING STALL COUNT a�.Ekhoff-LA
<br /> Ir I CU I + GAS 0 ♦♦ ♦♦ \\\ 24.0' 12 6 Cn m ACCESSIBLE PARKING STALL Licens I`�o 52050
<br /> I PROPOSED FENCE \ \ �4 4.5'R m >> STORM SEWER Date �j
<br /> `' L A d EP « ♦♦ 10'R AND GATE TO
<br /> \, MATCH EXISTING \ 9 0' `-5.0' 6 1 I » aT- DRAINTILE » oT- • CONTROL
<br /> POLE HEIGHT=66' , GM + �I/ ♦♦ 5'R TY 6 4.5'R I > SANITARY SEWER1110
<br /> 0`� / ♦ �� 25.0' `�`- , FM FORCEMAIN FU Loucks Project No. 22012
<br /> + ® � �. 10.5 ' I WATERMAIN i Project Lead JJ
<br /> o''� « « 5'RX-M ' m m s SANITARY SEWER SERVICE
<br /> ,, Drawn By CEF
<br /> ♦ 24.0 5 R a -/-/- Checked By NWE
<br /> z P �' :yly /'�� 5'R w WATER SERVICE - Review Date 08/05/22
<br /> l8S8 `� ° 0
<br /> 24.0
<br /> g + \d*� G GP` .'''• /// \\ @ / i/ a 5'R r I ELE UNDERGROUND ELECTRIC ELE
<br /> w , SHEET INDEX
<br /> / � ® UNDERGROUND FIBER OPTIC
<br /> \ ❑ •r `' / " •...• ' GATE •o•• t '%•r / \\� 24.0 FO FO
<br /> CONTROLS- °' • / / C1-1 EXISTING CONDITIONS
<br /> `) ® � 24.0' GAs UNDERGROUND GAS -GAS
<br /> N TEL TEL C1-2 DEMOLITION PLAN
<br /> U , / m r., C2-1 SITE PLAN
<br /> / ♦ m UNDERGROUND TELEPHONE
<br /> - +�. : ; %/ { e+ 5'R Q ,� off OVERHEAD UTILITY off C3-1 GRADING PLAN
<br /> + ,
<br /> 4 - :;°: G� ,/ 5'R 1 1 I -x x- FENCE -x X- C3-2 SWPPP PLAN
<br /> N , / G': /
<br /> - ' ` s "• / �R 6 -a o- CHAIN LINK FENCE -�� C3-3 SWPPP NOTES
<br /> N _ , RYscyF '9': 3n CONCRETE SIDEWALK(TYP.) u�°. •♦ 5 R C4-1 UTILITY PLAN
<br /> 0 POLE HEIGHT=71' , ; ssR ��sr o °°"rROLS ♦♦ 7 24.0' S R v , CONCRETE CURB C8-1 to C8-3 CIVIL DETAILS
<br /> JI \\\\ + ♦ 5,R `�� a a RETAINING WALLTREE INVENTORY
<br /> 0. ° ♦♦ 5'R a CONCRETE L2-1 LANDSCAPE PLANS
<br /> V T 1 .0 `� L3-1 LANDSCAPE DETAILS
<br /> Q � / / FLooR ELEv.� • �\ ` NO PARKING
<br /> Q ``� ; i / =934.0 /0 ♦♦ 5 R ¢ I I BUILDING
<br /> p i i �e \ 3 41
<br /> ♦ `0�2� CONTOUR
<br /> / + �__FooR ELEv. ♦ �" x972 s SPOT ELEVATION X972.5
<br /> I =933.9 a o
<br /> V POLE HEIGHT=52', \\ i/ �ryti -RooF HEv. 3 '� � 3 " ♦♦♦ 5'R Q ' Iox DIRECTION OF FLOW E1.0/
<br /> =999.9
<br /> Gq MATCH EXISTING TREE LINE
<br /> EXISTNG BUILDING PARKING SETBACK LINE �sBL
<br /> o BITUMINOUS PAVEMENT ♦ '
<br /> CALL BOX-� o GP 20,395 SOFT. .,i ♦ 23 ,
<br /> No \\ �9L \\ / / \°° \a (AS SHOWN) 4' ♦ " O� I BUILDING SETBACK LINE �sBL
<br /> IQ 4W#
<br /> ,,p.lF' •e• •_ -FLOOR H.EV.
<br /> > • \\ \ ,/ ,i' G1F' .I•• G �\ =933.8 ,\ �\ .0 261�
<br /> \ ° + i . �' J o - _ - PAVEMENT LEGEND
<br /> C
<br /> d \ \ �'' . . °,�4•0,•� ^. i-ROOF ELEV. \ o , ` .•'•' -N\
<br /> 00 \ - ` IsP' / �74'' - - - DENOTES LIGHT DUTY BITUMINOUS PAVEMENT
<br /> c ^, s ° I ' \\ `
<br /> o
<br /> N AR HALING oo' .\ DENOTES HEAVY DUTY BITUMINOUS PAVEMENT SITE PLAN
<br /> J C, ^ ti \ `
<br /> O l '/ fy/ i '`/ ° EouvrlENr-\ `__FLOOR ELEV. °
<br /> ' D =g34.0 CASTING BuwNG �' �`/ O 50 100 DENOTES CONCRETE PAVEMENT
<br /> ") NO TRESSPASS / ' / I T 20,975 soar. `
<br /> i �j
<br /> (As SHOWN) `
<br /> o DENOTES GRAVEL PAVEMENT
<br /> SCALE IN FEET C2mi
<br /> 0
<br /> CL
<br />
|