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<br /> N ml> \ • /' REGIONAL // \ BUILDERSo r E DEVELOPERSCOMPANY, R S
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<br /> - \ \\ \ / /,,// - -----��� 0 / /�i' / \ \\--\ \ /- / / / MN BUILDER LICENSE 41335
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<br /> ��;_,�_ /MINNESOTA TRANSFER RAILWA
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<br /> NO. DEVELOPER TYPE OF UNIT FFE GAR ELEV ELEV \ • ® .�� � ' �/� /• •. &�38 � �� 1 11 II
<br /> 51 DAVID BERNARD SENIOR CONDO 896.0 886.0 ' -n�;. ••'� , •.` *' �" / /
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<br /> 50 DAVID BERNARD SENIOR CONDO(angle) 896.0 886.0 8�'' �� 10.E L4�� ��- �� ��� ���� i '�• 88"9F 6cn 8 �" B0.
<br /> 47 DAVID BERNARD URBAN LOFT 894.0 883.0 i , ' . .��{l •.,1 •:• is�/�� '-i • 4� • b 8 \ \
<br /> 46 DAVID BERNARD NEW URBAN TOWNHOME 894.0 884.0 / ',r ♦ �ar1 /�.�`` �fJLY.• S,/ • ie -dik ilr \
<br /> 49 DAVID BERNARD NEW URBAN TOWNHOME 896.0 / , j, \,®\ ,>zAJJ J�` P,� ����� /"'�' �� \\ i-�l�i i �0 gg2\ ,y Fry
<br /> 48 DAVID BERNARD NEW URBAN TOWNHOME 896.0 885.0 /.'�/CJ N.:.
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<br /> 2 DAVID BERNARD NEW URBAN TOWNHOME 894.0 884.0 � -� �Y � j �0886\1 DAVID BERNARD NEW URBAN TOWNHOME 895.0 885.0 �i � � � yy� '� � � � • � ��37 DAVID BERNARD URBAN ROW TOWNHOME 889.0 - R438 DAVID BERNARD URBAN ROW TOWNHOME 890.0 • r\ � ���0 .Y/ �� 900�® v��� �. �� �� ' �O •7 POND 2 o so 00 zoo
<br /> 39 DAVID BERNARD URBAN ROW TOWNHOME 890.9 Vim.V ���?�_ '
<br /> 40 DAVID BERNARD URBAN ROW TOWNHOME 891.0 , �'� �� N L
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<br /> 41 DAVID BERNARD URBAN ROW TOWNHOME 890.5 V®� �.♦ f.� ♦ �•���V�I/ :� D p� o HORIZONTAL
<br /> 42 DAVID BERNARD URBAN ROW TOWNHOME 890.8 N. N ' �//,. 41� ���. /j""�� NWL=879,0 O as GI SCALE IN FEET
<br /> 24 DAVID BERNARD URBAN ROW TOWNHOME 892.5 ® .'.\� `� /411-2 �. .���� • p
<br /> 25 DAVID BERNARD URBAN ROW TOWNHOME 892.6 ®6 A\ �j��4j,0� ����`! � •BOTTOM=071•� Vii_
<br /> 26 DAVID BERNARD URBAN ROW TOWNHOME 893.0 4 , ,14. . ' .',4W�?,,��• .
<br /> 17 DAVID BERNARD GABLE TOWNHOME 893.0 0
<br /> 18 DAVID BERNARD GABLE TOWNHOME 892.8 _.� �7� • Revisions
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<br /> 19 DAVID BERNARD GABLE TOWNHOME 893.0 ��� \ \� �� � co
<br /> 20 DAVID BERNARD GABLE TOWNHOME 892.5 11 l �('�• 7� • • 0.
<br /> 21 DAVID BERNARD GABLE TOWNHOME 893.0 \
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<br /> N 23 DAVID BERNARD GABLE TOWNHOME 892.5 ) A : V ©�1� • •
<br /> 43 DAVID BERNARD GABLE TOWNHOME 890.0 - � '.O 44 DAVID BERNARD GABLE TOWNHOME 890.5 / � �,V� �� L______Th-\._
<br /> 45 DAVID BERNARD GABLE TOWNHOME 889.7 I30 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 892.2 / \\ \\.*"` ♦ * 'V' , .,'_ 31 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 892.5 \� ;�,��� / /�� �/
<br /> O 32 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 892.0 ' ��'�.�\‘4.-- '9„
<br /> � � /O33 DAVID BERNARD ROW CRAFTSMANTOWNHOME 892.2 �\ VN� � - / /' LEGEND
<br /> N 34 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 892.5 \ \ __ CERTIFICATION
<br /> 35 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 893.0 yi .. \ \� �•/� j/ Ca EXISTING GATE VALVE
<br /> 36 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 892.3 �� "' / CJ I HEREBY CERTIFY THAT THIS PLAN WAS
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<br /> O 3 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 890.3 p = y,`.• `� I EXISTING HYDRANT PREPARED BY ME OR UNDER MY DIRECT
<br /> N 4 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 890.9 .."g O A r A M.
<br /> ��� \ /. . SUPERVISION AND THAT I AM A DULY
<br /> 5 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 890.3 °'' -' /R V �• �,�� • %�� / /�/ /' 0 EXISTING CURB BOX LICENSED PROFESSIONAL ENGINEER UNDER
<br /> 6 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 891.0 _...' / \ / , THE LAWS OF THE STATE OF MINNESOTA.
<br /> 27 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 892.2 _ 882.2 ����� HARD SURFACE V �°� ���� C, © EXISTING WATERMAIN MANHOLE
<br /> O 4.40- ,, J / KIMLEY-HORN AND ASSSOCIATES,INC.
<br /> E 28 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 891.9 881.9 . \' \'�"
<br /> O. ,\ \ �!� /_ / © EXISTING SANITARY MANHOLE
<br /> U 29 DAVID BERNARD ROW CRAFTSMAN TOWNHOME 891.6 881.6 &,_ ••• 60, N. ' .Y. .) // FIRM
<br /> a/ SUBTOTAL --- ►: ;: ' �, ) �/ / Qp EXISTING STORM MANHOLE
<br /> p '�1ii�i ,••• \\` // // / 12/29/2005 20738
<br /> ' 4, '` \-4/ / 0 ® EXISTING CATCH BASIN
<br /> 01 52 SHERMAN CONDO 896.0 886.0 N•4?;C O:. \ N_ <// i DATE: IC.NO.
<br /> �' \ ♦ / -0- EXISTING POWER POLE
<br /> 53 SHERMAN CONDO 896.0 +��01� •,.• \
<br /> 54 SHERMAN CONDO 896.0 •.JG O•• \'�
<br /> 55 SHERMAN CONDO 896.0 886.0 8" MIN. . �• •�•4 D EXISTING SANITARY SEWER
<br /> O - JO B.HORN,PE
<br /> Z 7 SHERMAN EXECUTIVE TOWN HOMES 892.3 882.3 „•-.'O.. •0 `0.-
<br /> 8 SHERMAN EXECUTIVE TOWN HOMES 891.8 881.8 ,•0.►'•0. .0.•aij:r QJ\RE --6--;,... ...
<br /> x EXISTING STORM SEWER DRAWING NAME
<br /> 9 SHERMAN EXECUTIVE TOWN HOMES 891.6 881.6 s• 7.0.0.--- RF-
<br /> !Z 10 SHERMAN EXECUTIVE TOWN HOMES 893.0 883.0 $of" PS - _-•4 _ I EXISTING WATERMAIN NWQUAD_SITE-PLANOI
<br /> wl 11 SHERMAN EXECUTIVE TOWN HOMES 893.5 883.5 ''W_p- = EXISTING CURB AND GUTTER DESIGNED BY: RIG
<br /> p 12 SHERMAN EXECUTIVE TOWN HOMES 894.0 884.0 NOTES:
<br /> Q 13 SHERMAN EXECUTIVE TOWN HOMES 892.9 882.9 A GEOTEXTILE FABRIC SHALL BE USED UNDER THE ROCK TO TV-OH EXISTING CABLE TV DRAWN BY: RIG
<br /> 14 SHERMAN EXECUTIVE TOWN HOMES 892.6 882.6 PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE.
<br /> CHECKED BY: AEC
<br /> TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br /> CD 15 SHERMAN EXECUTIVE TOWN HOMES 892.4 882.4 GAS EXISTING GAS MAIN
<br /> 16 SHERMAN EXECUTIVE TOWN HOMES 892.3 882.3 DATE: Izno/zoos
<br /> TEL EXISTING UNDERGROUND TELEPHONE LINE
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<br /> Q KHA PROJECT NO. 160535000
<br /> D EROSION CONTROL NOTES: P-UG EXISTING UNDERGROUND POWER
<br /> DUMP STRAP AI' PROJECT TITLE
<br /> THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL P-OH EXISTING OVERHEAD POWER
<br /> z ♦ FENCE AS SHOWN AND AS DIRECTED BY CITY OF NEW BRIGHTON. NORTHWEST
<br /> / 1" REBAR FOR BAG �0,®`® EROSION CONTROL FENCE TO BE REMOVED BY CONTRACTOR AFTER x x EXISTING FENCE QUADRANT
<br /> CO REMOVAL FROM INLET OVERLAP GEOTEXTILE
<br /> H s PERMANENT VEGETATION HAS BEEN ESTABLISHED. EXISTING TREE
<br /> w c FABRIC 6' AND REDEVELOPMENT
<br /> _ ��}� tti �� FASTEN THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ROCK ENTRANCES EXISTING TREE LINE
<br /> ®I AT POINTS OF EXIT FROM PAVEMENT. EXISTING STREET SIGN
<br /> 2 EACH DUMP SILTSACK _ ENGINEERING FABRIC
<br /> Z STRAPSSTEEL FENCE (MIRAFI ENNIRO-FENCE 1011
<br /> POSTS 7
<br /> -7 OR APPROVED EQUAL) 1010 EXISTING CONTOUR
<br /> j " o.c. WIRE MESH REINFORCEMENT TURF ESTABLISHMENT NOTES: PROPOSED CURB AND CUTTER
<br /> `gal ALL DISTURBED AREAS NOT SODDED SHALL BE SEEDED WITH MNDOT
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<br /> 0 BACKFILL SEED MIX 80B. 1011
<br /> � k 1010 PROPOSED CONTOUR
<br /> , CATEGORY 2 EROSION CONTROL BLANKET SHALL BE PLACED ON ALL • PROPOSED MANHOLE (STORM OR SANITARY)
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<br /> N / \ SEEDED SLOPES 3:1 OR GREATER. PROPOSED CATCH BASINSHEET TITLE
<br /> Z EXISTING a BURY BOTTOM
<br /> EXPANSION RESTRAINT(n 2" F NYLON ROPE,
<br /> ° a e • a GROUND 6' OF FABRIC MULCH MATERIAL, TYPE 1, SHALL BE PLACED IN SEEDED AREAS > PROPOSED STORM SEWER
<br /> FLATTER THAN 3:1. 0 EROSION CONTROL FENCE GRADING
<br /> FLAT WASHERS] °- 0 PLAN
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<br /> - - LIMITS OF GRADING
<br /> 1 EROSION CONTROL FENCE
<br /> p I THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY
<br /> z F. QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING ROCK ENTRANCE
<br /> TO THE GUIDELINES OF Cl/ASCE 38-2, ENTITLED "STANDARD
<br /> GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING DRAWING NUMBER
<br /> 0 INLET PROTECTION SUBSURFACE UTILITY DATA". STORM SEWER STRUCTURE PROTECTION
<br /> j SEDIMENT FILTER SACK CO3
<br /> 6
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