|
Ij
<br />NW Corner Outlot B
<br />Frenchman Place 1st Add.
<br />916.0
<br />CITY OF HUGO SITE SPECIFIC NOTES:
<br />1. RESERVED FOR CITY SPECIFIC NOTES.
<br />_ _ PARCEL ID: 1803121340001
<br />ADDRESS: 15040 EVERTON AVE N
<br />_ _ _ owNER: RosSINI STEVEN OPERATIONAL NOTES:
<br />' 1 20�74 6\1/ wEo `L \L \1/ �' `t' 707.69151-N87°30'30"W 1196.83 s,s7 zo8e o 8 �,,, CV 2079WET/ 2028 / W ! 920.3 918.0','916.6 1 2 2029 2026 I� T WET 914.12 SNOW REMOVAL:
<br />T i
<br />I 916 6 WET 1 2080 15.4 ' \ --- 978 0 -
<br />._ -* - ALL SNOW SHALL OCCUR XXXXX.
<br />\1/ \D \1/ \1/ \lY \1/ \1/ \1/ \1/�\ /'� . \I/ s \I/ \I/ 279 `9 --
<br />1 031 027 i _-_-- - - 2751-�' / \ Ss 0 -ow
<br />------ 25 Rear Setback Line �w�Tzo87 \
<br />I 1 WET WET 1 \ --- i /l(J
<br />41 \lam � � \lam \1/ i < 917.7 v�L.. �_ \ % /^
<br />\1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ X 9,5.7 \1/ Z COFRASH REMOVAL:
<br />1 95 X84 es WE s�\` s - TRASH REMOVAL SHALL OCCUR:XXXXX.
<br />14,11 `1' \L 41 /20 \I/ \I/ 1d/ \I/ \1/ \I/ \I/ \I/ \I/ \I/ \1/ \1/ \1/ \ \i�� - ��og3 �1/ \LT \1/ 6° \ \L \1/ \L \L - \L �l' /,� /
<br />I 1 WET �2032
<br />; \ WET WET \ r, \ Q ___ _ Wetland Covenant Area per Doc. 7=^,
<br />`� 2082 s \'u�
<br />11/ \1/ \L 1 \L \1/ \L \L \L \1/ \1/ \1/ 1 \1/ \L \1/ \1/ \1/ \L \1/ \1/ \L \1/ \1/ \1/ \1/ \1/ \1/ \L ; ' \1/ 'L `\ \L \lls\ \L / ' = N o. 66372 DELIVERIES:
<br />-------------- UPLAND AREA ------- ------- '
<br />15
<br />X2089 s6\ \ -- t> 03y /� / DELIVERIES SHALL OCCUR XXXXX.
<br />\L \L \L `�/ \1/ \L \L \L \L \L iL \1/ \L Q � D \1/ \I/ \1/ \1/ \1/ \I/ \I/ \1/ \V \V \1/ WET \1/ \L ; '\1/ \L Sl�\4, \L \1% \1/ \L \1/ `�1/i \1/ \L ```� \t" IR/'/
<br />wnj //
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<br />�I D
<br />202, \l/ \1/ \I/ V V \I/ \l/ \l/ \I/ \l/ \l/ \I/ \I/ \l/ \l/ \I/ \l/ \l/ \I/ �l/ \l/ \l/ � �`�/ \l/ 11 \I/ `\ \I/ W _ %ice ND \I/ //
<br />*WET 2033'%' \\ \\ is ,` a6 k� $ --
<br />Q /
<br />\I WET \I/ \I/ NV \I/ NI/ NV \I/ \1/ \I/ \I/ \1/ \4/ : ; \I/ \1/ \I/ \I/ \ \I/ �/ Ss�6` �p \I/ 1 \I/ \1/ \I/ °3 I `,.' \4/ / N / SITE LAYOUT NOTES:
<br />\ 0,9"-,
<br />6� O
<br />202 ` x 915.7 - \ � � ob 916.2
<br />\I/ 1 : WET \I/ \I/ \I/ \I/ \1/ pit \1/ \1/ \1/ \1/ \1/ \1/ X 915.4 \1/ \1/ \1/ \1/ \1/ \1/ \1/ -_�!i' \I/ \1/ \1/ \1/ \1/ `\ \1/ \1/ \�% \1/ \1/ \1/ \1/ \I/ / 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION,
<br />d I \ �' \ F 58`1:1
<br />I x2034 - --- INCLUDING BUT NOT LIMITED TO LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES EASEMENTS
<br />I . WET -------------' -
<br />�I ,� I x 916.3 ------"---------- °52r10T- / SETBACKS UTILITIES BUILDINGS AND PAVEMENTS CONTRACTORS RESPONSIBLE FOR FINAL LOCATIONS F ALL
<br />I d- 1 \y \I/ \I/ \I/ \I/ \I/ - \1/ __-----tl/------ \I/ \I/ \I/ \I/ \I/ / .\1/ \I/ \I/ \._\1!_ . \I/ � . _ . P F . _ .\� L I 0
<br />M 2019 �` / ��\� ° \
<br />wEr 14/ 14, �, \1/ 14, \� SSUy,�?0Z �, S89 54"E L \\ W /12 ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO
<br />LO *20 wetland Covenant Area ; _,= ' / �>S 20 - - - ° - - 0•� LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE
<br />WET / s 4 ,, „� Lot Cor N89 58 54 W 251.28 Lot Cor
<br />�/ M j �/ - per Dqr. No. 40V619 & A 57620 �, ____ _______- �, �, �, �, �, �, �, �, S ,003 LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.
<br />M I �036
<br />_____---- ; ` N�STAKE LAYOUT FOR APPROVAL.
<br />`` ---------------------------------------`- __-_ �,''' ! `� �/
<br />2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY
<br />\1/ \1/ \l \L *W\ \1/ \L\L \1/ \L \L \1/ %' \1/ \L \1/ \L \L \L \1/ \1/ \L \1/ \1/ \L \L \L ^�/ \L \L \L hl/
<br />It AND STREET OPENING PERMIT.
<br />I 1 1 2018 ; ; / e
<br />i WE \4/ \1/ \1/ \4/ \/ \ \4/ \4/ \� �/ �/ \� \� �/ �/ \� �/ �/ \t, \y% \1/ \1/ \l/ \l/ I 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO
<br />I INSTALLATION OF SITE IMPROVEMENT MATERIALS.
<br />I 1 1 % I 2095 / N �1/
<br />\1/ x zqg \I/ \1/ \l/ \1/ \l/ \l/ \1/ \1/ \l/ \4/ \1/ \l/ \l/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ wET`L / o \1/ \1/ \1/ \1/
<br />I / IWET ; X916.7 i � �
<br />I 094 0 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR
<br />\1/ \1/ `4'i WET7 I \1/ ;' \1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ `I' WET 2046=`kl' `1' `1' `1' `I' REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
<br />I �
<br />I 203a �' �' 1 %d' +I 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE
<br />*WET - 093 / J APPROXIMATE AND SHALL BE STAKED IN THE FIELD PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL BY THE
<br />clovo �Hsote
<br />R
<br />CM G3 ( M p
<br />Civil Engineering • Surveying • Landscape Architecture
<br />4931 W. 35th Street, Suite 200
<br />St. Louis Park, MN 55416
<br />civilsitegroup.com 612-615-0060
<br />M I L L E P
<br />HANSON
<br />I\1' \� \� \� \� \� \� \� jRCEL IIS 190312#210013 \1/ 11 �, xWET2aaWET ENGINEERILANDSCAPEARCHlTECT.
<br />C 1 r % 2e UPLAND AREA /
<br />J �, �, 2016 I \I/ \1/ \1/ \I/ \1/ \1/ \1/ \1✓ \I/ s16�/ \I/ \I/ \1/ \1/ \1/ \1/ \I/ Xb1 / \I/ \I/ \I/ \1/ \I/
<br />CD I U I WET 12039 % 1 % -ID WET x2097 /� I�' J 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE
<br />IWET % I WET 2133 WET ( Q FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
<br />M �/ \I/ \4/ \I/ \I/ \I/ \I/ \I/ \I/ \I/ 1 \I/ I \I/ \I/ \I/ \I/ \I/ (/ \I/ ao90a/- \I/ WET\I/ 2098 � \I/ \I/ \I/ \i/ \1/ I ,� L C�
<br />CO I a I C 00 WET WET 2100 N O W
<br />n I 2�1 z %� �; ET � � � � � I ^ o CD 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE Z
<br />\1/ \1/ \1/ 2041 \1/ \1/�
<br />a i T 4 �T -_x
<br />2_047 - - x4 2046_ z 4 P %!\ M Q ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT
<br />Co Wil/ \I/ I _
<br />WET ET �/ % \I/ \1/ \1/ \1/ \1/ \1/ \1/ r<\9i5.5 \1/ \1/ \1/ \1/ \1/ \ \1/ �\l� n D. \1/ \1/ V w U MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, Uj
<br />1l' / X ;J�' \ E �` 15.0 _ �
<br />-------------------------- - -J % �2099
<br />/ \ W o o Ir BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT
<br />oss9°59'50"E 233. wEr W T\9168\/\/\/\/\/\/\/\I/ \1/ \I/ \I/ �\1/ \1/ \I/ \1/ \1/ o ° TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. Co
<br />-- \ I I .._ N
<br />p - - - \\ Q WET \ O Z
<br />2
<br />Ln ET \1/ \1/ \L� ET `I'; \IZT
<br />NF `I' `1' `1' `1' `I' `1' `1' `I' `I' `I' `I' `I' `I' \ `1' `I' `I' `1' `1' i o J Q 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE
<br />EXISTING WETLAND \\� D \\ I w WITH A.D.A. REQUIREMENTS -SEE DETAIL.
<br />BOUNDARY �� 4 \\ o I I � o � 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE
<br />vL v1/ v1/ v1/ v1/ v1/ I; st5.s vL v1/ v1/ vL vL \\ vL vL v1/ vl� Lf7
<br />(\ T \ x \ o FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5 WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN V)
<br />\4/ \4/ 14/ v � C92 \ \4/ 9�4 \\ 0014, �, \4/ \4/ \4/ \4/ ;I;; 14/ �, \4/ 4/ \4/ \4/ \\ N \4/ 14/ �, COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. z LO W
<br />0 10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. O
<br />W T o \ i� 9165 11 \ 11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED. am
<br />O W
<br />VV _ - W F \ <'2 I I 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO W Z
<br />�' �' w ♦ \``\� �� EXISTING WETLAND �' �' �' �' \\ �' �' I I SITE IMPROVEMENTS. 2 a
<br />00 a
<br />o \1/ F�1 ♦ \l, \y.\ \I/ BOUNDARY (2012) \i/ �l/ \1/ \1/ \I/ \1/ \1/ \\\1/ \I/ \1/ \1/ I 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. O
<br />xWET' ET 20 CONSTRUCTION LIMITS \ Q �/ (/j
<br />11/ \1/ \1/ \� \1/ h i � �' ' E �' EXISTING WETLAND J' `L `\1/ \1/ \1/ \L \1/ \\\ \L \L \1/ `i i 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. > a W
<br />I - BOUNDARY (2018) I " >
<br />w `1' 2 10 \1/ \1/ \1/ \1/ \L� \1/ \1/ \1%\ \1/ \1/ 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE 4" WIDE TYP.
<br />LL <
<br />E v '� v 1114
<br />11/ \1/ \1/ \1/ I I" X ♦ \`I' `� `I' `I' `I' `I' `1' `I' `I' `I' `I' `I' `I' 000 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT Q111 2 w
<br />�: -i
<br />Q ` \ X 16,4 ' SECTIONS. Q
<br />w \\-' \1/ -- _ �-- ,p\ \ J W
<br />I `-- s3 3'13"E 119 , / 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP Z
<br />N
<br />0 222.0' �� W ® E \ w w06 sr'm �/ v' `.F / LINE. SEE LANDSCAPE DOCUMENTS. J
<br />\1/ \1/ .I/ w \I/ i N \ w \ / rQ \ \I/ ;` \I/ \I/ /\1/ \I/ \1/ \I/ 1g / / ,'' ,.' ' / -- LU
<br />\ sr ,.
<br />-- � � � \ /• / SITE AREA TABLE:
<br />D`�ainage &*tility Eas*ment `� �� % y ` \ ,r t6 \ `\1/'`W_ gVfT \L \L 0� \1/ \1/ \L \I \1/ \L
<br />per Doc. No. 3519170 �/ 20C1 ® _
<br />ET ® v . WE %1�3 120 0 x •� / off' 11 / ' '
<br />Q� 1--
<br />C') W �yET� �`. vL / tkti v1/ vL vL i vL vL ��� ,' ,' / / / //' '
<br />Lot Car /' /' �, EXISTING CONDITION PROPOSED CONDITION
<br />11 '2078 // / BUILDING COVERAGE 0 SF 0.0% 20,616 SF 2.6/0
<br />4' \4/ ; ® ® ® ® ® ; ��\\ \h � wEr �' \1/ \1/ \1/ \I/ \1/ / /\1/ 0 '� '' / /''LU
<br />ALL PAVEMENTS 0 SF 0.0% 27,200 SF 3.4% p
<br />f
<br />ALL NON -PAVEMENTS 790,532 SF 100.0% 742,716 SF 94.0/ �
<br />------�--�•�\}/- \I/ \I/ I � � v I l �� 001 .
<br />1 I HEREBY CERTIFY THAT THIS PLAN,
<br />006 ® / n7
<br />2' SPECIFICATION, �, �, �/ �, �, 11
<br />';Ab �,�' ,.�' TOTAL SITE AREA 790,532 SF 100.0% 790,532 SF 100.0% SPECIFICATION, OR REPORT WAS
<br />1� PREPARED BY ME OR UNDER MY DIRECT
<br />�vET 000 / / / / /
<br />ET Lot ,, , /
<br />--- -------g ----------- SMH ® X 9n.3 ' / / / ,' SUPERVISION AND THAT I AM A DULY
<br />Q4 -/
<br />Z I �' Rim=921.8 , ® ®/ WET �' /' ' / IMPERVIOUS SURFACE LICENSED PROFESSIONAL ENGINEER
<br />Inv -904.43 SE ® '� ' ' ' ' '
<br />' I /'' '' ' ' / / '' EXISTING CONDITION O SF O.O% UNDER THE LAWS OF THE STATE OF
<br />9�0 � 1 � \ \1/ I
<br />Inv--904.43
<br />NW ' I ,
<br />\1J Y r, � �r11.5' � O / /' MINNESOTA.
<br />000 \ zo� I I (� ,/' , / �/' PROPOSED CONDITION 47,816 SF 6.0%
<br />WE \ sT I //^ 075 \I/ ' ( )
<br />Tc,92 �R c?0, I /WET \ ,� ,•' / / DIFFERENCE EX. VS PROP, 47,816 SF 6.0%
<br />s2j e \ I Rim=921.5 04
<br />Q\ \ ��ION LIMITS T 0\1 ZZ I /
<br />180 �� Matthew R. Pavek
<br />INV- ./ /
<br />c� .S9 �• i ` 914.8 ' / .i'� �' �' �' �' �' �' �' /' ,./ / /,' DATE 2/15/19 LICENSE NO. 44263
<br />' �
<br />\1/ 2003 ♦ � �j. "0T4 `4/ \I/ \I/ \1/ \1/ \I/ \1/ \1/ \I/ \I/ `1' `I' ,'' /"' / z'' ISSUE/SUBMITTAL SUMMARY
<br />is �\ S 922 �\9l� `WET ' I i/ INV=
<br />2 20;4�
<br />1.z Qe ht.5 $` o / 11/ \L 11/ 11/ \L \L 11/ \1/ \913.8 \1/ \1/
<br />, ' SITE PLAN LEGEND:
<br />ati11. I F 21,1 , ,.
<br />• z \1/ ` / I/ \1/ \1/ \1/ \1/ wE�l/ / /
<br />TC=921.6
<br />� � �\ \ � �'�wET /'''
<br />LIGHT DUTY BITUMINOUS PAVEMENT. SEE
<br />GEOTECHNICAL REPORT FOR AGGREGATE BASE &
<br />_,UPLAND AREA _ - 914.1 ' / ' /
<br />D \1/ 2109 \I/ / \I/ \l/ R ms 917.4 INV= \4/ \1/ / /"' // / /'
<br />/
<br />T I 915' EXISTING WETLAND`'' x/ \ 2112 / ,' WEAR COURSE DEPTH SEE DEATIL.
<br />RBm=921.6 I 922 U oo a2 / 917.2 i �/ ,�_ BERM wET 2114 `I' `1/`I'
<br />Inv --918.46 I \, 9226 9.6 b / w r BOUNDARY (2012) 107 -- - - ---_ -- - N WET
<br />r _ /
<br />NE / I rr1 , / /
<br />s ` � / �Qj 10 NSP\Transmissilan Line \1/ \v- 2117--'� \1/ /' \!/ c,n / ' ' HEAVY DUTY BITUMINOUS PAVEMENT. SEE
<br />EXISTING WETLAND ,, '/ WET WET ,� //' GEOTECHNICAL REPORT FOR AGGREGATE BASE &
<br />�L \� 99?2. BOUNDARY 2018 --- Easement ! / /,' LOT
<br />T
<br />I Te e2 9�Qy s >>R a ( ) <1\1/ /\1/ 7
<br />\1/ \Icer Doc. No. 3537581 a `\i/ \l;/ �, , \1/ // L WEAR COURSE DEPTH, SEE DETAIL.
<br />°9,,6' A /y� t 2108
<br />o\ o ,\tx 2118 ; ; �18j wET CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)
<br />92� c r \I/ 1/ \I/ / \I/ \1/ \1/ \I/ \I/ \1/
<br />y SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE
<br />, � � � 914.5 CBR ' ' xx1o� WETLAND�PDND ',,10,, '`.�?.,�� �w�/ � � I o /�,•
<br />\2 Rim=919.0 WET ' "�s /
<br />918.h Inv -91528 W `I' / \1/ \L \L \1/ NSP Tralasmission.lkine \1// `, �'`�,/\L �. \L fid/ I \1/ o / & CONCRETE DEPTHS SEE DETAIL
<br />4 Easement ; '� <v� ,���
<br />5 921.8 1 CONS RUGtrzi�.TS I ` � /
<br />INV= ® ' co \1/ \I/ \I/ \I/ peq/Doc. No.\I3537562\I/ ,� 9 �. \tr \SSS �,' PROPERTY LINE
<br />`� T ; S1uH 210ry'� �' �/ /'
<br />915.1 s2�. Rt , 206 WET `r WET �/
<br />r gzz ♦� \ 6 /n��9 s \1/� . 2122 \4/ \t/ \t/ \1/ \1/ \I/ ;`` /' , \I/ , �V/,' \1/ PARCEL ID: 1 9031 21 21 001 4 CONSTRUCTION LIMITS
<br />SMH C'0 A R �.: 916 O , 2102 2103 \ /.� ,' ,' / `. / i
<br />Rim=921.9 2_g ♦ ori:._ - - `wET -�wET j �cQ _ / �` r 7 / / ,/ Address: 4790 ROSEMARY WAY NORTH
<br />Inv -905.94 SE ♦ h /1 ✓' \1/ /\1/ JQ//' \1/ i I OWNER: CHRIST EVANGELICAL LUTHERAN CHURCH GUTTER-SEEES (T.O.) TIP
<br />Inv -905.94 SW 23 rc,s2o. sr ps - / OUT
<br />Inv -905.44 NE �4 ��u,sco5 G 9zo », -� _ WET 'y ----------------- GUTTERWHEREAPPLICABLE SEE PLAN
<br />Inr-905.40 NW % \ /
<br />TCo92 3 '00 g2p, \cVCU=919.9 » _> �� °::.920.0 �_F III�--�� , ES j \I'"s
<br />CBR ^ , TC=919.7 is". =919.6 TC �// / , 9
<br />Rim=920.8 cu, R CU- RCP 919.9 / `�•
<br />920.8 _�- O -919.2 <,a TC- 920.5 /\
<br />Inv --917.27 rC�921.0 O �_ �g� a 9 GU=979.3 GU=9197 TC -920.4
<br />/- tio• zo.a y' ,' \ INV=1 INV=
<br />\\- X19- _°'' /�� 911 7 911'$ TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS
<br />cu_ ----= GU=919.9 ,/ "F���v \1/ R;,h�
<br />-s1s. - _ _ -
<br />/1 TC=920.49 ; GU=919.4 I ., g��"F=��_� \ / /=920.0 nc /qh 918)
<br />C17��
<br />Ig?0//=919.7g\�91GU I� �_--! �6 SMH 7C=9198-919.4 I��gil- / 9T�i"Rim=920.1 Gt Inv -906.75 SE rc=9798-TC=92-.2 R/ /1g �. I SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRES
<br />Inv=906.40 NWATC 9 54 X, \GU=919.6 /,/' 9 9` �
<br />CBR �0' HC = ACCESSIBLE SIGN
<br />/ 1 /
<br />Rim=918.9 /c=9zo, /R�3�6?�) \� ` NP = NO PARKING FIRE LANInv--914.64 / /
<br />Inv --914.64
<br />PARCEL ID: 1903121210016 //' , � ,�' Tc�g'se ` � 1,117 ST = STOP
<br />,'' /'' //'
<br />CBR CP .rs, 9 Q ' Lot '�7 CP =COMPACT CAR PARKING ONLY
<br />Cwner: LA/7 AREA BANK
<br />2� / RInv--915.08=9R \
<br />Inv --915.08 v 5.08
<br />/,/ / /, , / / j/ g7g3 ,ti�'7 v a v Xg919.
<br />ADO /' ,•' // /,'' CBR I c xcOex9
<br />,' /• /,/ Rim=918.8S, co\ g x
<br />/ Inv--914.86� Cp'Tc\o v Nv 19.2 X90 0 !� O
<br />//
<br />z /,/ I \ \ Know what's below. 1" = 50'-0"
<br />0111 before you dig. 25'-0" 0 50'-0"
<br />2/14/2019 4:58 PM
<br />I I
<br />DRAWN BY:BN REVIEWED BY: DK
<br />PROJECT NUMBER: 18125
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />OVERALL SITE PLAN
<br />W/ EX. WETLAND
<br />BOUNDARIES
<br />r1%nawar 2
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