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HomeMy WebLinkAboutPC APP 96002 & 97003 6601 PARKWAY CIR 02All i, IN tI I _- I L, a SITE PLAN �91 SCM-E: V = 30'0" Q iS'. 0` 60Ll mr� L' � J - A-, I CONNECT TO EXIST 72' RCP i- S U V'J% L l T A f/�1 a t 111 INV. 640.50 R 5 W/ 15":PVC. ROOF DRAIN (CORE CUT) X • rye ry-� �y � CP 2 ! L l (e S ©� l ( f W CONNECT TO EXIST 72" RCP Brooklyn Cen;te7 , 1�1 / N� -- - / °J VI/ 1512RCP < ,1.0.: (CORE CUT) INV. 842.45 _ - / j ,r�P6- t =6�' 1 i84A- VWETLAND SEEDING MOTES _ MITIGATION AREAS SHALL BE CONSTRUCTED IN ACCORDANCE V41H THE ARMY CORPS OF ENGINEERS r 10.1 SIP x43.7 Ex' a - - M M T EX. 72" INV. 837.3 r _ PERMIT. INCLUDING SEED& PLANTINGS PER THE CONDITIONS OF PER rrrr y//„ 1 1 r / EXISTLII fl - '---- !!' r` rr•' i i�i / /=�.� 26 ...6 i $A �YDRANT �` ~. 4� ',• / SALVAGE 4 EA. 7.5 LR. BENDS r r �� 05 2a .'� r' 46 ;1 ° / � " 4 .6 '.�, r x45.2 Ex 20�y B" VALVE (CONNECT TO P'�/ \ r 12 RC APRON x44.6 \ 1 6 - INV. 8 2 J- _ EXIST WAA) lB \NATERMAIN / ✓/ / ' fly_ W ter' REMOVE CORNER OF EXISTING '�. i•" r _ E _ _ 1 y / _ \ - I CONCRETE BOX TO PROVIDE CLEARANCE � , -. � 7. � "• 'v� _ � �,:, -.. - -' '- x4S 0 - 'S.2 $�6 I SEVIER "_..c' y'.!� N - � -- _ ..,y„�...��+..r- t1EX '- 1"SANITARY64'-727 RCP ft 0.12%_STALL 4 SALVAGED -BENDS AND rr / r064�0 - l - - - - - - 02 EA. NEW 7.5 - 72" LR. BENDS_p \ _ - - \ -., II TiE ALL BENDS !r47 4 _p!jd1- >? 1\ \ 4it�r r / G r N ROOF DRAIN LEAD W.B(VERIFY)l III 40.7(VERiFY)EXISTING WATERMAIN LOCATIONS ARE BASED'.ON 840.85INFORMATION ON FILE AT, THE CITY OF BROOKLYN /! */ ^• • -- - t k ,y,- ICENTER. EXISTNG WATERMAIN SHALL BE VERIFIED �`-Vf-72"_RCP LL127G r.�iLANa``,, 4 __ -8' He Vq 4- _.. y / 48. !' j / 7 74D . if ✓ P N _ ( PRIOR 70 BEGINING OF INSTALLATIONS. OLD I.) \ r y i -F• /� / /.�.,✓ j/. / ....-/-� �r - - Imo_.- ' _...�,�[t..j.�•'�'�_. 70'-8' PVC 51�8 6r1t.b % � EXTRA DEPTH 1411 PROVIDE 18' CLEAR A CE S , y + I 1� 15 PVC f`'LUG, INV. 542.2b TO BE EXTENDED \ 1 1. ` _ /• j y 72l AST REI FWCED CONCRETE FLARED s' ? 47.5 f�d/BLDG. // t:' ( M.H. 1. jA` e / / _ I I I , TO BUILDING BY 0 MS) \ R.E. 847 54 1 1 I1 Y.1TH �f�� RALLY CAST CONCRETE WEIR r . / ! / /_ - \ _ _ , 84L57 �• i' OR FPiOVED CAST iN PLACE STRUCTURE 17 j T� • �/• +' � / r �' ° / C^ y =a..:=..„,. TRASH GUARD , le 1, / " a INV. 837.5 / ,4 2.00 . \ / / 12 / (2t R FRE-CAST BENDS f / / / /.`5.5.� / fir,• 1 �, / ! Iz ' �_ - I 1 1 i 1'\ r C B. 3 f RIM: 845.4 L i I Il I LO - \• .-. % , { :1 - _. ---- --1 1 I .,..r `J 1 I : q yA'. 1 { I STORM REF SETO p � ! /• r / - -' < I y.m�:S ;. ' .14 � �".1! ;1 I t 1 I� - REFER TO CITY OF BROOKLYN CENTER . MITIGATIONINN. FOR MANHOLE AND CATCH r BASIN STANDARD PLATES { , \ it 31'!S1 /s I / >...{-- - 5 A ..°"". I } '„ " �,DG ---�4. ',..�/ \ \ ` . CL RIP F�N'n " / 1 I_ _ +. \ \ 1 DEP/7�Y GG �/j J ' 99 SQ F T t - , e - I \� ) 1 (� '� Ib NOTES: 1 11 ah •\ \ / /+.. 7 / _._ I _ I -- _ '` { 1 1 /. I STORM SEWER /, F - /x / f " I � L --� �'• ' 1 � \ ` + .r= .. 1. I��. � I1 �. 1) Storm Sewer lengths include the laying length of the apron. r •o-r I �,' OF. Laying length of aprons will be deducted from payment length..,l. /� ROOF - 1 f _ - ,I I at pipe. i c\ / 849,1 I 4s - - r 3 u CURBS -i ., ELE, V _---`-ter �I .• \ 1 �'. Ill 1) Bockfilling of Curbs with on -site material. is Incidental to curb ,. '. /, I , FLOOR a construction. `' .�, } •\ \ 11 /,` r / (- � t. yl II _ \, Q l u 2) Curb ends shall terminate .with a two foot Beaver -Jail section. WE ND DELINEATION LINE `. ./1 /!�'F„A �O // ! } \ / / ,. ,,. ! I i `: 1 , 1 4 II - 1 1 1 I re 111 STREETS I I (2 "'^y, '` /// /�•*`' Q)� _ ° ` _ %� - - i-' 'I I 1 , QLp \ - ,III 1) Sow cut existing. Bituminous and Concrete Curb to provide ^..,. Y .. \� ////f•.n �fV, ,K'r" /�! 2,00% I i ? { ' i f -. ��„i__ �. Ii i I ' i I C1 r8 i 47.4 butt joint.. y. �•/ r o A srs r. ybj I &47•. . III 2). Removal and disposal of existing street materials as required 191'-12" RCP 0.25% I ( y 1 1 0 - - 1� __� - lI I q� I S ✓ - - ; 8' X TEE - 0 i:..� for construction is incidental. (� /F +• / \ ,• l �'' 0` t a_,.�'' /xr r% /re arrC•`� j.'�\ `••---�`! ��:.,� /\A >-,v`a HYD & VALVE IIG 3) All elevations are. bituminous surface or -gutter line unless ?\ 5 TO BACK CURB i6.8 147.8 .i'ql otherwise noted. I +. \ ✓` O\ / 3:1 SLOP I 1 i lm `\ , _--_ ( \ 46. " � A r I I I 4 ` / / 1 J � „r �+Q^ •<� �h` r.. 1 I r� •r _ 9S. IFQo ,r`.. 1 -V x~ r!\` \X44.F``. \�\r` `\` 'i• -/ V - Q LEGEND I DIP1r a', / •�r /' / 1 1 �\ i l `� I Q+1;` \`� ' , `\` ( ` `1 0-- r�"�"► I 'c� rL E 'li Denotes proposed curb. standard :section O,g99�� `» / 4 it Denotes proposed curb, utter ti d out !2 ,..Y -, .. �F•-»".,.�,a P P 9 PPe t{p rV Of V, 2" RC APR `\ �Z`z`�i'/ 0� j ---lei -- _. �i /� �• ' - V G INK es3 4 I ( , Lh V 840.8 0.6 ya r s 1 l \ 'sg O r C.25•p��4j. "'' 't� 8' VALVE (CONNECT TO �\ \. MITIGATION AREA I 5 N P R' \ 's r C b i ` r _ _ - fi EXIST Y.A,1) ,�* s 6 I, W GE TEXT C C.B. 1 o'� g �12" R QC i $�a d ��� - s \ /LC �� \ \ i CON kR MM aggq4q.4 It* �a2 1 INV. e77.7. ��. `a,: \ OUTLET IIiJY 84�'( +. �� -� �, �'= v ` _ c�S' .g ..-..:..6• g �t( STR(IC E y ti �/ Vol.p g \ i �rF}. INV. 8X.8 3. C' �,,, \ . E : d \ h z i/ f 0 _ 21 SLOPE i� TINY. W.a \ INV. 840.7 I t p 23 TOP 6 - _ _:••�-•�--_-s->': = - -l- COMPACTED BACY,FILL r -1` ! 5 2)F RIP RAP rr> s ' ' Q \GE�TEXTILE'FABRIC \ 'h, 5.5 L72" RCP 0:25:0sue' 2,i" MINIMUM COVER � t ,,((J lk 2 EAST.NO 24 DIA. AP'RDX. - A O ( ) As \\ t$ RCP 6 0.38% 1 BAFFLE �„'EiR DETAIL Cm? CULVMT \ D TENTI & M 1 7� z E Y \ \y y Pit i 72" PCP 1 kl �vEE? EATM PON ' S`�/ � l 6•r pl' �� / s! . -..-84 GENEPAL NOTES'„„ '+,. �!! \ '\ 2C R•QI'+�-,45,g `_,.:----�'I G NULAR BEDDING (SELECT GRANULAR ., .V. T 7y/// / -�--� 1 BORROW MNOOT. 3149.2B) , i2 i' 1 \ \ p EROSION CONTRoyNNO$_d+�1P M NTATI N SCHEDULE �, 4; \� \ - \ 6. 5 • �i5 IP AP (1) FRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCES IN,, LOCARONS SHOWN \ - ADDITIONAL SILT STOP FENCES WILL BE REQUIRED4MERE LOCAL'CONDITIONS RE E \. `� \ 9' {,� , /�/ 0 . LE FABRIC�p�� 1 FOUNDATION ROCK (7-1�2'' CLEAR) i'� TRASH GUARD (2) EXCAVATE POND. '.,., •.^s \ \ '• GF '' �j 78"-•-�j Iy.•.•--'°P`'• -_ FILTER, FABRiC- (3)ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA BASIS TO MINIMIZE PIPE �y(^g*gI� K /'^� PIPE i (� p �'p�( CP,61Q. UNCOMPLETED AREAS "l,`\ ` 1�,'..I`\ / / "I""IP L� [�F.�Is iJSI''V i"`IL7C= FOUNDATION lATEVI�I : I (4) AS EACH AREA OUTSIDE THE STREET IS GRADED TO PROVIDE NATIVE'«T'OPSOIL; SEED, -W„ \`�, j' _ I PLACE 0r5 TON LARGE ROCK Yi I AND MULCH ANCHORED WITH A STRAIGHT SET DISC AS SOON AS PRACTICAL w.. \ \ CSt \ !! \ \ / /// - IN APRON ADJACENT TO WEIR FOR WEIGHT " N /w��11,,�yD OI S I{Nt,t Pj OI SOILS AFTER GRADING. - '�,,. 7 '� GOOD lui' i``�V $Qi�s . q�jnR (5) MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDE THE REMOVAL OF ACCUMULATED \ ;. \\ \ / R SILT) UNTIL VEGETATION IS ESTABLISHED. `1. - `� \ \ / ✓ TOP WEIR ELEV. 840.5 f /� t----- APPROVED SUBGRADE AND FOt/JNDA710N , _ nxuener �`•.. "� \\ \\ - , _ l " 15" CL 3 RIP -RAP OVER FABRIC ROCK DETERMINED BY ENC'NEER- A ROCK CONSTRUCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT ♦ rF �' \ / SEED AND MULCH / .- L-___ _ II "•• •••��� `- �! POND SLOPES 72" DIA. RCP INV. 83�.5 6 1 I .IN tH= FIELD i ENTRANCES TO EXISTING HARD SURFACE ROADS. ROCK ENTRANCE SHALL BE N0 S. ''.�,� ` - J I 4 --"� F,?1 LESS THAN 50' IN. LENGTH AND AS WIDE AS NECESSARY FOR TRAFFIC. USE I' ":, �, \ \ f�. I 36 -- 6 ` 4 TO 2WASHED . + - <+.►_ I �F --. " ROCK. mdw n.�,.r,..l«,<.,:.+ Roa .. ti.....,- ,...., °\•\ /j TIE LAST THREE ECTIONS 15' GEOTEXTILE FILTER FABRIC i1"oa.,n.. \ / ! WEIR CAST WITH FLARED END SECTION kI STORM SEWER STRUCTURE SCHEDULE STRUCTURE DESCRIPTION 6EENAH NO. CASTING C.B.1 27" Diu. C.B.R-2668 C.B. 2 2' X 3' Rectangular C.B, R-3382 C B. 3 27" Dia, C.B. R-3250-A C.B. 4 27' Cie. C.B. R-2668 OUTLET CONTROL STRUCTURE 27" Dia.' C B (W/ fi' QOrifice)Orifice)R-4341-A 1'PT kdk �� ARS REINFORCE DOS B - M'Ly iG% EVAI 843.2 ecaD...aw.ermxrraw�M q -Monrn.�.w ��•' 4BAR0 SO.C. IQRZ. VrER DETAIL IL - 2x650,WDS ' \. /4 BARS ®8' O.C. VERT. 1 1 W1 T MvAnal NOe, I 1 _�raea ar. ew t�unro'.1 natwl }j^� .✓ - a�m"¢A ----- t = - _� a^" " 150 T QTT7JT IIY SITE PLANNING ENGINEERING !hereby certify that this direct survision and my pe pion ivcs prepared by me or under thot 7 om' o duly rFgistered pro- r . I �YY - 2-2 1/2' wASaFL W,. Park7w*ay Circle S M"ER R,l. Brooklyn Center, MN 55430 fessionol enor,'neer under the loins of the Stcrfe of t f nnesotc. CHAT �' ,� l�LCil ��_ � ?r` <vll'L E ,4��4i ,ESA` 9180 LO'INGTON AVENUE N.E. CIRCLE PINES, Mid 55014 (612) 785-1043 DATE:' 72-31-96 R�L=, Ar,q 1822 'I I � I '. I. __ _. ___. _.. _I - _-1- __ __. _J _... �_ I __.L_ _ _ ___. ___ _. I_. _ _ .. ____ _. _I _.--_-IIL_ ._I L_ __ - - __ __ _ J.._. 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