|
PATCH STREET TO MATCH NORTH LINE of THE w 1/2 of THE w
<br /> EXISTING PAVEMENT REMOVE
<br /> SECTION, REPLACE CURB ��F THE SE,/4 F THE SW 1/a of SE, EXISTING OUTLET / I
<br /> } STRUCTURE.
<br /> _ AND GUTTER, RESTORE 1 - -- Ec.
<br /> _ RIGHT OF WAY. _ - 15, - DRNN EXISTING SiORMWATER GENERAL NOTES
<br /> - NW THE
<br /> 1 of THE w 1/2 CONNECT SEWER / 35 1 MANAGEMENT POND. PUMP WATER 1 �
<br /> BL!M of THE w,/z of rHE SE
<br /> RCP ST. S.
<br /> 7Ny- bq,2Q VA of TNa SW,/a of sEc. - _ SERVICE TO EXISTING 00.57% T,, d42.94 THROUGH A FILTER PRIOR TO LEAVING + uEW wwcOR HEAVY DUTY CORRUGATED PIPE,OR APPROVED
<br /> 19.I,30. -ST'-S'-MH- - CATCHBASIN _ N% CONSTRUCTION SITE. DISCHARGE
<br /> 4 TOV 9360 _ 2. USE MIRAFl+a0N GEOIEfORE FILTER FABRIC,OR APPROVED A K C II I T E C T 5
<br /> / To' = 942.50 INV= 935.50 si�i0.i2 '39 = wv WATER SO AS TO NOT CAUSE ADVERSE EWAL
<br /> It' srco] •4src I = 931.20 __ 1575"RC APRON
<br /> Nro gat ` ' WNDITIONS TO DOWNSTREAM WATER VARIES
<br /> ' I I ODULAR BLOCK- :ODIES OR STORM SEWER SYSTEMS.
<br /> T- wv,; a-0 939. w - - RETAINING WALL
<br /> B
<br /> TOP 9 �AN " � •.4 , .. N 0 U 5 939.a A-ION BY OTHERS ,39J - 940.6 8•PLANTING MEDIUM DEPTH WELL
<br /> ---_ rvv 930.2 N sE TM'
<br /> 940.2 ..• P S -$'r BLENDEMIN.IPE(µUO$ENED
<br /> 9
<br /> r
<br /> SANS ._ 94T5 INV ]�3 939 52 D �A I V/� CO GEOTEMILE FILTER FABRIC ]Ox HdAOGENEW=CONSTRU N SAND
<br /> _____-_ �I 9a4o 9a04 , A, r (- - MIN OVERLAP ,
<br /> ' 30'rRCP ,Y _ sic
<br /> _ V 935 - -_ NATIVE SOIL
<br /> 9 STC 9a0.' V -_ sw 939.5 0.3 Y 30R ORGANIC LEAF COMPOST
<br /> I 935 Mir RC -?352N CB
<br /> 9a17 °Esw a RCP ST 9 93� ,• P os \( /F-,1 2,-.„ Y K 41 ,,,,, 4�f
<br /> C.
<br /> To-
<br /> -938_. _-940 0;2
<br /> 939 _ 1295 B ST PAU N 55108-2735
<br /> ,II r t � � � I ll��l l �4
<br /> •
<br /> _ asr �36-__ ,-,•: y �� $ I\ mah1l/ � Ih\\ �i 'I) `)��'/ EZIsnNc suaoRADE No 60 O BANDANA BLVD NPE TSUITiE 00
<br /> - °9az� . G�-A sr9p .-..-. ° , Jv 935 ,�� €.'�L-..1 _•C s 1J43 - v.s° ■9 co RETIE siEPs" , 933 934 ', >\\ i 9,. I Nv 936,.? MODULAR BLOCK 7 / 7� \/� // PREPARATION NECESSARY 6 L.M
<br /> wv 4,41!! 6.AH _ _
<br /> ---- sa,.e az a 94 ' RETAINING WALL. ♦ //���//�/x 44 °° ��/��/��/�/ ( ) 42 920 651)642 1101
<br /> m fix' --v-" ,nLE I°fy <_ 6•owvN nLe <__ v I ///" w(popearch.com
<br /> 10"" -__-_ -_- -�a. 5 - --- < < < DESIGN BY OTHERS a TUBING %,/�C1,/\\`►A�p. MNOOT J149 CMRSE
<br /> ---- D.x+Si y DPNN ) I i (,,.s
<br /> .] \' IN o°o� FlL1F AGGREGATE
<br /> M1E_
<br /> r ° 3. a4 ,a MCP-sslearb I IM- ?"< < I
<br /> CONNECT STORM I I .,r EEC
<br /> < Rv GEOTIXTILE FABRIC
<br /> SEWER To '� ��� � \\� ` ° "n�._ 44.00Ei
<br /> AND CLASS III YAN I K COMPANIES
<br /> EXISTING CATCH A ;V `94 '"70 RE TE ATE PROPOSED FILTRATION - <--_ ,II 36.20 HAND-PLACED RIP •DIMMER WRRIIGIFD.
<br /> BASIN 6 N,M`6 s Pm m _- ---- BASIN s RAP PERFORATED(SLOTTED), B H S I N N S B R U C K
<br /> INV=40. 4 ( 4u 0 • 9 sA 545,3 ^5As 5a.2 A't'°9� RM �\����, --�< A A POLYETHYLENE Punic
<br /> ^i .a(STING o �.9az.4 DRAINAGE tuaNc OYP.)
<br /> -I 60 •0, •„ , • çSEWER
<br /> ' flui
<br /> FILTRATION BASINS NEW BRIGHTON, MN
<br /> P LA oAct. `)I / / /- / /�409a5..9 s9 •
<br /> 60 53, • 1I 1F� C�71 OTECf EXISTING
<br /> �• •42 � TREE DURING
<br /> IBENcII 933 1 L CONSTRUCTION
<br /> �' N ���.I oPrlll 2:, v 935 0 _
<br /> I1 6 9 b - aaoo Tw _ "-936
<br /> _ m m5. DE a as Y31_r 40.50 ew _� _ _ 93_8_ ____iiiii_i" \ ° /t4 30" RC APRON
<br /> 1 ,d, e s 9 s.b� 9a6_o a 7� /�:_ MODULAR
<br /> _ =a ENV. - 935.70
<br /> C J 952 --- F 4 5 '
<br /> a '9oA" ,�9a5.9 9a6�.h/ / DUL BLOCK ®0 30% s oo
<br /> _ ".as. RETAINING WALL ��=•s•3 -
<br /> _ PPP 9� 59 STORM SEWE- • ` DESIGN BY OTHERS .1 PI. s:.so• rI 2 I ST. CB
<br /> s9a L TO EXISTING st.o� . �" '1
<br /> m 9s•a 9 I os �I _ 25 LF 24" TOP = 95 00
<br /> IgSz� 3:bP s,ss MANHOLE. - / sz_ .. tz IA > HDPE ST. I�•�y = 93�.31
<br /> 4'5 0 0 S a INV. = p �, 946.1r,,, ::_, 0 7 LF 30" 9S2 i 9s4.t <- S. 00.30%
<br /> ✓ �. Q`` 9 936.33 / HDPE ST. . (.\I I
<br /> I� .10. oS°a I.M1,D N/ ° T ST. S. CB 02.41% a,
<br /> AI
<br /> US 99.5]Jy •�� �V a IiOP = 952.30 II OVERRAN A N
<br /> G i 3 bP9a 9a6 cy 34.9'.6.1,1 s, s. 75a.] 71� D,c-
<br /> •
<br /> C\ � 606 '°" a / EXISTING ., .�®- �l ®II *El
<br /> \ U-PLY SciClone II 3 953 3 c 3 I Si.S. CB
<br /> J oRATI E - R / c""= HYDRODYNAMIC c 4 9., 55
<br /> ��V h �+�
<br /> cR SEPARATING SC4 I --
<br /> 14o s4s TOP = 951.00 Engineering,vu
<br /> ILL J 1.h h �j =9a61 JI9as? m/ MANHOLE BY a I�NI l•p INV. _ �38.38 O
<br /> r av mT. 111��� ONCRETE I!! o BM BiPCLEAN OR
<br /> 0-9'• APPROVED EQUAL A
<br /> .o TNy 5W828/
<br /> v I / 460 A -XP -C�l I o
<br /> -�` /
<br /> l �A �'A ,54 �� BE 1 I 954 9sa.5 T�� ..
<br /> CONSULTING CIVIL ENGINEERS
<br /> I^ 9 1 a5 8 945, �- : OOM NGTON M NNE80TA 55a3
<br /> PF \ "+ / r \P \ I . �\��� - BL laszl eea 9aaa iENEPry rvETM T m1 R
<br /> ( I+,P N r$5 sz945 Ie.// -%sI C BED X 955a4 1111 1,
<br /> 0wnrr
<br /> ( 2)eBn 1913 FAX
<br /> aeew.corn
<br /> P 944.9 (III■(III■III■ 953.9 L W 9 1
<br /> 953
<br /> \ Q,I o I oP=94a.o ODULAR BLOCK LA _ L sue* ti
<br /> �' Z s o_Tcso wv=sns Nsswc slii -RETAINING WALL _ m.b - I "° O
<br /> - + a / 9 9 TESIGN BY OTHERS i a/ o - Tc
<br /> Ili. I
<br /> C L. ��c oi. COL•
<br /> �� sa.Tsl 955
<br /> P�� s A s: P 945 ,, 1 e(; 30 0 30
<br /> F ��. T LAC - -
<br /> 94rs �94
<br /> 3 m • � R0- EXISTING CATCH / I SCALE N =EE I
<br /> '^" ' BASIN WITH R-1733 TYPE r 0 1 9ss.:p=
<br /> zr RCP ST s jimah, ',� It RADIAL GRATE -I
<br /> Z
<br /> aP S .. -., �I a I Ia•- �'// ? m I A •�a ®��T 5 ST. S. MH 6 I ST. S. MH
<br /> NvR�z H w h I c. r
<br /> Nv 9 06 sE -ttv ceAss ,i �'^I di L�i:LJ TOP = 954.05 8 12"HOPE APRON
<br /> TOP = 952.150
<br /> 1-
<br /> /
<br /> N w <' 94 I'= I Aiwa 7_°""' INV. = 937.76 INV. = 940.94
<br /> 94 o W ;::. 9 9 As �,� .�6 INV. = 942.00 CITY
<br /> :46
<br /> 9a5.
<br /> c 3 ,,}] s• j L� P aP GP LP .6 7 1ST. S. QB,o
<br /> c •"� GEOTEXTILE FABRIC 0
<br /> \ s 59.., 9 12"HDPE APRON 'GEOTEXTILE FABRIC AND CLASS III S U B M I TTA L
<br /> w A �� 'e ion 1 N v - TOP 954. `.�H AND CLASS III HAND-PLACED RIP
<br /> �- INV. = 942.00
<br /> 1�- sea L�o3h mG i GRASS m �o Ro 9 sb �4 I ,11 I oY P ^ INV. = 948. E L HAND-PLACED RIP RAP 2/14/20
<br /> STC 5 o /PV
<br /> 5 '.9 RAPA'
<br /> -r , L. - 2 A ✓AM°, mu 000 •5e _ y56 4 I ST. S. CB SUPPLY SciClone ABANDON
<br /> BULKHEAD jr., �� i 4IrODULAR BLOC �� s /a• HYDRODYNAMIC T E MODULAR BLOCK TH APRON, 10 12" HOPE APRON
<br /> EXISTING PIPE ' € ro AWING WALL a sN / PROPOSED T 1 TOP = 952.80 REPLACE
<br /> GP SEPARATING SC4 - RETAINING WALL.
<br /> 9s ` CAS INV. = 945.74( ° 0 9 E EXISTING CURB INV. = 942.00
<br /> lsaaa , DESIGN BY OTHERS, p i IMF°e �` BUILDING _-.I INV. = 937.26(E.N) MANHOLE BY o o DESIGN BY OTHERS AND GUTTER.
<br /> dgi ! FFF 956.DD - r APPROVED EQUAL - ^O so' 6 MATCH -- 8 LF 12"
<br /> HDPE ST.
<br /> EXISTING CATCREMOVEH I 4r / Or
<br /> / Y9-s. - E',I�72 2A avE 9FjA _ _ =/? ' �ED ssso,®® -PROFILE. S. 0412
<br /> SAWCUT EDGE OF EXISTING 77 s %- 4250 ew sz..
<br /> RELOCATE
<br /> BASIN PAVEMENT AND REMOVE sB I' �r G - / ell.. - - •xat®� •' ��� Is.o •
<br /> CURB AND GUTTER 9•s e Tc `� 4E1'' sss 9sb o 'ter ( EXISTING -� �. - grimy- ����
<br /> sets45 LF 12" - - FIRE 6"TEE, 6" ff.." 953
<br /> HOPE ST. )fire c0N CRET / - 95s.9 �. HYDRANT DIP W., 8" SILT --- ----�-�- ��•. ', I I HEREBY CERTIFY THAT THIS PLAN,
<br /> I 4••$-1 x s 9 9s- / FENCE ' FT w) + 94 9Az I95k 11 ST. S. CB SUPPLY SciClone SPECIFICATION OR REPORT WAS PREPARED
<br /> S. ®1.4OX NWT GATE VALVE' N e� BY ME OR UNDER MY DIRECT SUPERVISION
<br /> 1 '�c 6�5.c AaSsss ���� ,I , _ T wovo_ "'„11ND HYDRANT 765 ,� t �PF -ul �4.,,,,f...,F11000SeED.RAFILTRAT. _ � HYDRODYNAMIC
<br /> ADJUST TOP OF , �' - FENCE
<br /> o+ mTION IN TOP = 950.50 AND THATIAMADULV LICENSED
<br /> EXISNING CATCH -. �.7,]i a i OVE ]�. 50 339 �, ce -- /1 - I I < < - INV. 942.35 4OFTHESTATE OF MINNEGOTA. TMELAWS_ SEPARATING SC OPROFESSIONALENGINEERUNDERBASI
<br /> ,', o r L• 55.6 .,✓ 99 1 Nw 81 e: % .< <'RIM = 944.60 TCH9 t E 0 I�® - -'- I lirojillil
<br /> " ✓ f _ b wN Ems940 MANHOLE BY
<br /> CONNECT STORM - L � �(STING o - co P o a 954 1 � I��II__ BIoCLEAN ORI } APPROVED EQUAL
<br /> 44901 STORM SEWER94591 4 G T m s - �Ies=e ISEWER TO ib - I A - �, ass __-_-_ -_ _ � ! 1 I TEMPORARY ROCK
<br /> EXISTING CATCH 9as.3 IPE 9a59 E j S 91G� /--G�� `� �C -- - 54.401 , ,• �- -�• J 19521 951 CONSTRUCTION MkeR Kehler
<br /> BASIN -- A a. I <1 1 T6� �fi! s,- � � - ��� .`ENTRANCE
<br /> INV = 938.9t .9 4`°2°§P ', /�s 12 PVC ROOF y- ! Y -1.z:. Let .HDPE S J 1., A ~ ©I ,1 3.� 952.2 GATE 2/14120 RED.NO.: 40425
<br /> I �� - 926., / `DRAIN LEAD L
<br /> 1 �PP SJ os �ssz�V.3,3 MD i �� E U] �, "'e f R 11.1 9 1
<br /> - 946INV 947.50. X - sa�b9a6 t COORDINATE Effl si
<br /> a, abz e INTERIOR c.a B T u M s �/ 0 .o k, 'I ABANDON
<br /> R�N N
<br /> EXISTING - .�� �� af1l.6.3 CONNECTION w�q/T' T WATERMAIN - =•531 :. 108 L��2'HDPEaSi S}02.94R 9szo - REPLACE
<br /> FIRE ' WITH I !' T- -T - C \ ( ,T-gion - 9sz3 EXISTING CURB
<br /> HYDRANT 1 ,I� 41..rEMOVE 12"PVC ROOF / MECHANICAL At �rr '�# \ ,. '1 / '� AND GUTTER.
<br /> s:c'6 -��I 1� (STING DRAIN LEAD ENGINEER. N �Z7 I��� B /= 0 F _ PROFILE. 133Ue3
<br /> 52 LF 12 �� _ S _\c� 6,. - .6r , 'ITS 17sc3MATCH
<br /> i
<br /> •
<br /> �/ ULVERT INV. = 940.30.9R/CK75/'. �I�igg���I���. "o 'I- 4. EMI
<br /> S 01.40%HDPE ST. EMIELI 'Ik"+ c P - °' ,-/.v CONNECTION CONNECT TO MAW irm MEOW"9 I9 w P \ -.FI ' 9s o.` es4VA R Iii E 9s3 I a "
<br /> 1 r!,
<br /> I�I �� s Rna ® �� ._ „Ii♦�. „■.� 9s3., Revisions.
<br /> I 3 9
<br /> _ -./I INTERIOR 'ACK oAr ®� EXISTING WATER I *' ,s.o 9sso xo r, f and
<br /> �1 n WITH TO- 94 - ® 958.1Be La� - My �� �:. - ., s5s wo 9 i 1
<br /> li° •� a v,� 950.20
<br /> j ECHANICAL / // x 94- e F 9s6. 4 F'bLl.�',. .. t zoo _ .53.a,. Z 3 9 x
<br /> 2, - .r 9 Tr g66 / Ih .,IN3 �� e2// A i 955-, L� _ u.� 953.6 95 o12 S.•
<br /> < 9. .. J L� 95 MH
<br /> ill
<br /> TOP = 9 1 60 �,� �c A Loc cvE - �e® ,-.7. -.:-- 'i .s a g ovERH ,e�..,,I I�I. ai I s.-a�I v s;3 3-8'a Ire_ 9sa.o "'szb 953I kW
<br /> a- o INV. =942.93
<br /> INV. 9�n.26 ��yy1■■��ff - ..�6 - e I to ".1s ASH 15\ =952.a -953 9sa� 9s 9 9s3
<br /> Ira6, I- Saes ,a, - 3a.. ' \ " 9� 5 s ONCRE 3I � "r 9 x a � - akL sxs 19s o a
<br /> Ic HDPE�Sf�� � I i' r. \\a09 s. Tc 95 COL T 955n,PE 9ss, + ' 9s5.] "'el.R�ELOCAYE 12"PVC ROOF II\, 9s' ��• ° �\�N�\ II�YIf/lssz., \ �'
<br /> ° s� DRAIN LEAD 'e I�T _
<br /> PROPOSED o^ wATERMAIN 4 D 95 _' V -
<br /> -. « `iNV. = 948.00 - I _K .z.�✓" �■il 20
<br /> A oo+e � BUILDING 9.b 9sss 9ss6 f70 9sz Ts3e DE3 GNNBY OTHERS
<br /> N30 52 52"w 47 5" ibIT
<br /> �* sszz COORDINATE �� (• - 952
<br /> 9s6,�� a _
<br /> 0 FFF=946.30 1 N O U S 952 �953e estG
<br /> [S30.5Sv°E] r . PROPOSED ' ONCRETE 95• 95La
<br /> c 1 5TO
<br /> INTERIOR
<br /> _ \' ' 5'�r H"�
<br /> -- r oBE CONNECTION520 ® S CB M B1 r, \s
<br /> �' u. ,4`a HDPE ST. "955.8 LNG ✓9.9 WITH 9 9sx.3 �' '
<br /> !2z ce �.� E e BUILD 56.00 oA9 .MECHANICAL 4zo 9 aTOP on�� 5�G tl
<br /> MI 49.75 .,, `\ A -I :::
<br /> 49 LF 4 9ss6 " 7� �I 9sF" ''- -9/` i�- 423 ENGINEER. ..., o oI§I = �.al��� yo aSEE DETAIL A INV. 4 07 < �. q' �.,.. s.6a% 955s 1 I�' - �u:���ls "�9�TINv. sa3.10 .E ce a �.,..r w�// a °,. �F9 R 95 01/ I 1 �_ S. 948.10uTuseN5977'46 W 60.0 - 35 LF 12 - 64 LF 12 - 9 i 5s 1 ity I-_ - g®1r� 1�[sss'1s'n"E] HDPE Sf. HDPE 5f. uc s zs 55�� �� ° Mt s ,� s ` 35LF10"
<br /> S. 00.74% S. 01.40%'. E �� 955� 955� -''ll'-�9..os9 nire es 7�_ �zS. 7.59%'
<br /> rnH953.B5����2�. �- ------== 5 , : 5. GRADING NAGE
<br /> D6 d 9 .v- A P 3,gz I� ��` � m 9 .. - RO Cgx� iG,yV \9514 TC4 LF12"�_-. . s 29 s " 1 / ° •5z 1®�I 5 ° 9svo96 ELF 12 EST. 'S 953.4 e; Ns 9521 ���9 4
<br /> 956 ME T. p�e05 / 952 oP_� HDPE . _ - -_ ��� 957 ,.IC 534 /T� HE s:°o
<br /> N74 36 72W 60.06 - --_ _ rs "• 950. o �TcPROPOSED PLAN LEGEND:- � P - -954:'--:__ S. 01.40X _ _ _- - -`, Iv �T �g5'r� � o v -v-- [ � � _ - --�]' 952 959530 2. v, ti iN AND EROSION
<br /> 574'36 37 E 60.00 1. 7 - �• Pky;\ R $ 952V] ' _ q_ ��_ _� s. CONTROL PLAN
<br /> -� - ®® HDPE S7 '21 75 L- 98.77RC VRG-N66'os'1s ' --"95 .�6 �� 6 � ��- 9 T - ' /'�, / I / x - 10, 10 0 _ 2a+a.bi"----5 vu �R. �1 95oa�y i0P-9459
<br /> / A SILT SACK INLET PROTECTION (SEE DETAIL ON C reposes PERoc. �saN=� INV-9w9
<br /> 8409 39 \�`
<br /> "/ •"N Cf TO
<br /> SHEET C1.6). OP =,947.50 S. 05.7 DPE ST. • I 540939 L 16537 Te 2 'a tiIN AI -
<br /> pASEMENT FOF OAD /- 524 9• 951.3
<br /> NORTH WAY I�TY-.._- 942.64 _ 5 0 9553 S. 05.7 SAN 5 'n U 6 9 6 950
<br /> .. RICH T_GF_ - - _ E 4656693 9 J TNP 941.a 95a.5 t 1
<br /> HIGHWAY 6 LINE OF - - - 056.5 .8 /�� 'C 4"R P
<br /> VI* REINFORCE ALL DISTURBED SIDESLOPES WITH ND EX MAP 95a5
<br /> 5.0 ¢¢ee''
<br /> ♦• • FI' r __- - TC 956.2 -og� � B I T U M -� SAN5 =9516 A9 5 C Sr5
<br /> VIZ* 94 PER I _.
<br /> MNDOT STD. SPEC. 3885 STRAW FIBER 2S OR ABANDON -c 95].5 N O U 0
<br /> 18 Sr.S. OB Alai- TC 5 9�].6• 95.. O l. SaRCP
<br /> WOOD FIBER 2S EROSION CONTROL BLANKETS. APRON, 1 �"..Wr s - C c 0 950.7
<br /> 1
<br /> INSTALL IN ACCORDANCE WITH THE REPLACE TOP - 954.20 i - � ,_ TS 5
<br /> MANUFACTURERS RECOMMENDATIONS. EXISTING CURB INV. = 946.73 n A - s,a_--_� ... 9s6 °oe�w;
<br /> 4= 07'78" R=8446.59 L= v- r ,AND GUTTER. '7°12 77 W -
<br /> MATCH SEE D'TAIL A r/ 94e4RELOCATE
<br /> 777 L=9357 SILT EXISTING
<br /> PROFILE. 171 ST. S. CB ABANDON c BRG=NaT22'a w A '=8409.39
<br /> REINFORCE OVERFLOW SWALE WITH LANDLOK APRON, FENCE WATERMAIN
<br /> TRM TURF REINFORCEMENT MAT, OR TOP = 954.20 REPLACE 251 ST. S. CB N :=038915"
<br /> APPROVED EQUAL. INSTALL IN ACCORDANCE INV. = 950.20 EXISTING CURB TOP = 95420 C E /- j I C e•G-.18805'40"9 SHEET
<br /> WITH THE MANUFACTURER'S RECOMMENDATIONS. AND GUTTER. INV. = 950.46 •�
<br /> PROFILE.MATCH
<br /> 261 ST.S. CB 271 ST. S. CB REMOVE EXISTING
<br /> �� FLARED END SECTION C 1 1
<br /> A404 - ON-SEE CONCRETE WASH OUT AREA TOP - 954.20 TOP - 954.20 AND CONSTRUCT
<br /> �� INV. = 949.98 INV. A. 949.7f MANHOLE OVER E
<br /> STORM SEWER
<br />
|