The URL can be used to link to this page

2000-01-18_NOBLE_ROAD_RECONSTRUCTIONLL r 1 ` W V ) Z Q ^ J ^ 1..1� h • A e PLAN SYMBOLS -9—I'v- STATE LINE —41-- COUNTY LINE —" — TOWNSHIP OR RANGE LINE SECTION LINE OUARTER LINE — — — SIXTEENTH LINE — — — — RIGHT -OF -WAY LINE SE SLOPE EASEMENT — G — PRESENT RIGHT -OF -WAY - -' -- CONTROL OF ACCES LINE —•— PROPERTY LINES (EXCEPT LAND LINES) T = IACATED PLATTED PROPERTY - - - - -- CORPORATE OR CITY LIMITS �1 11V1LVY3 TRUNK HIGHWAY CENTER LINE 1 -�- RETAINING WALL wv� RAILROAD m RAILROAD RIGHT -OF -WAY — - - — RIVER OR CREEK -> > DRY RUN -> - > DRAINAGE DITCH SIZE - DRAIN TILE -- >---- - - - - -" CULVERT DROP INLET 0= = = = =_ GUARD RAIL BARBED WIRE FENCE —x —x- WOVEN WIRE FENCE - Lx w x- CHAIN LINK FENCE 0.x CL x- RAILROAD SNOW FENCE STONE WALL OR FENCE HEDGE RAILROAD CROSSING SIGN RAILROAD CROSSING BELL ELECTRIC WARNING SIGN 8 CROSSING GATE MEANDER CORNER f SPRINGS Q-- --O• MARSH TIMBER ORCHARD (TIMBER) BRUSH NURSERY CATCH BASIN • CB FIRE HYDRANT CATTLE GUARD t OVERPASS (HIGHWAY OVER) T•� UNDERPASS (HIGHWAY UNDER) �� BRIDGE BUILDING (ONE STORY FRAME) F - FRAME C - CONCRETE S - STONE T - TILE 75 B - BRICK ST- STUCCO IRON ROD OR PIPE - MONUMENT (STONE. CONCRETE. OR METAL) O MONU. WOODEN HUB • GRAVEL PIT SAND PIT Q BORROW PIT ROCK QUARRY QO UTILITY SYMBOLS N N 0 u 0 0 i POWER POLE LINE -9—I'v- TELEPHONE OR TELEGRAPH POLE LINE —41-- JOINT TELEPHONE AND POWER ON POWER POLE ON TELEPHONE POLES ANCHOR (— STREET LIGHT O PEDESTAL (TELEPHONE CABLE TERMINAL) 0 PEO. GAS MAIN — G — WATER MAIN -' CONDUIT TELEPHONE CABLE IN CONDUIT T = ELECTRIC CABLE IN CONDUIT P= TELEPHONE MANHOLE m ELECTRIC MANHOLE BURIED TELEPHONE CABLE — T -BUR — BURIED ELECTRIC CABLE — P-BUR — AERIAL TELEPHONE CABLE + T -AE — SEWER (SANITARY OR STORM) -> > SEWER MANHOLE -> - > SCALES INDEX MAP 0 250 500 PLAN 0 50 100 PROFILE HORIZ.. 0 50 100 VERT. 0 0 20 SENIOR CENTER DRAINAGE / NOBLE ROAD RECONSTRUCTION AND APPURTENANT WORK FOR THE CITY OF SHOREWOOD CONSTRUCTION PLAN FOR Storm Drainage, Grading, Pavement, and Appurtenant Work LOCATED IN City of Shorewood CITY PROJECT NO. 9520 & 9901 l Lake Minnetonka Upper Lake Gideon Duck i Island ° o �:ENCE 35. ELM ST. EXCELSIOR( 36. MINNETONKA BLVD. Bay 37. AREY LA • 1990 POP. 2.36 38. LINDEN ST. 39. ELM Frog 40. LAFAYETTE ST. rS S l •, / Island y Yr �s 044'1 EsceL,. \ —� '"7 � � n`,E, ° � ' cQ' S 1• M \ Bay ATFORO PL. L RUN T0. :I ASHTON L O f � o 1 TITLE SHEET 2 CONSTRUCTION NOTES / DETAILS 3 -4 DETAILS 5 TYPICAL SECTIONS SENIOR CENTER DRAINAGE IMPROVEMENTS 6 CONSTRUCTION PLAN /STORM SEWER 7 BITUMINOUS OVERLAY /STRIPING PLAN 8 SIDEWALK DETAILS NOBLE ROAD RECONSTRUCTION 9 MISCELLANEOUS REMOVAL PLAN 10 STREET CONSTRUCTION / STORM SEWER 11 -12 CROSS SECTIONS THIS PLAN CONTAINS 12 SHEETS ALL APPLICABLE FEDERAL, STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. - 350 Westwood Lake Office WSB 84 Wayzata Boulevard Mi nneapolis, MN 55426 612- 541 -4800 & Associates. Inc. FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS 1 HEREBY CERTIFY THAT THIS PLllllAjjjNN WAS PREPARED M R UNDER MY DIRECT SUPERVISION AND THAT 1 A D REGISTERED NGINE ER UNDER THE LAWS OF THE STATE MIN es ENGR. DONALD W. STERNA, P.E. DATE 1/18/00 REG. NO. 19103 CITY OF SHOREWOOD ENGINEER A Prepared for: CITY PROJECT NO.s 9520 & 9901 GOVERNING SPECIFICATIONS THE 1988 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION." AS AMENDED BY THE MAY 2. 1994 SUPPLEMENTAL SPECIFICATION SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL COMFORM TO THE MN MUTCD INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. DATED JANUARY, 1998. ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING. TUB] 1 SHEET NO. DESCRIPTION City of Shorewood 5755 Country Club Road ' Shorewood, Minnesota 55331 (612) 474 -3236 CITY OF SHOREWOOD SHEET NO. 1 OF 12 SHEETS THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LDCAT /ON OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. v 3'- 0" 3 -RAI I CERAE ROFNC IN EE MATER�OLBEAAPPR0 ECN�IR VARIES 8' MAX. —s' -n" fTYP_ 1 — .I F_ FpR d GUTTER 12" DEPRESSION MODIFIED "S" CURB VANE GRATE d GUTTER PLAN CONSTRUCTION NOTES ]ask a 0 0 CEDAR SPLIT RAIL FENCE BLOCK RETAINING WALL BATTER TO \ t X _ v 20 =o X� 1 _ p s4 ow I CN M NUI fw x O� Wj iv? WALL FOUNDATION (SEE NOTES) T R SLOPE I I THREE RAIL FENCE DETAIL NO SCALE 8" 1 1 1 STRUCTURE EXCAVATION I LIMITS (SEE NOTES) 1 1 1 1 ' 2 :1 1 SELECTEBACKFILL (SEE NOTES) FABRIC REINFORCENEN7 PER MANUFACTURER') SPEC TD 17 TYPICAL SPA C I NGNHALFRTHE 12 1. DISTANCE BETWEEN UPPER AND LOITER FABRIC 8" 1 ( SEIN N O[LE I (INC[DENTAL TYPICAL BLOCK RETAINING WALL DETAIL NO SCALE MODIFIED "S" CURB & GUTTER C ONSTRUCTION @ CATCH BAS NO SCALE RETAINING WALL NOTES: 1. RETAININ WALL BLOCK MATERIAL SHALL BE SAME TYPE. SIZE. COLOR AND MANUFACTURE AS EXISTING WALL. NO SUBSTITUTES SHALL BE ALLOWED. 2. FOR WALLS LESS THAN 1.9' IN HEIGHT. NO GEOGRID IS NECESSARY. 3. 4" PERF. DRAIN PIPE. Mn /DOT 3278 W /TYPE I GEOTEXTILE. Mn /DOT 3888. THE ENGINEER SHALL HAVE ADDITIONAL DRAINS PLACED TO INTERCEPT ANY WATER - BEARING SOIL STRATA DISCOVERED DURING CONSTRUCTION (INCIDENTAL). 4. WALL FOUNDATION SHALL CONSIST OF COMPACTED AGGREGATE BASE 6" DEEP BY 18" WIDE (INCIDENTAL). 5. SELECT BACKFILL TO MEET Mn /DOT 3149.20 MODIFIED TO 10% OR LESS PASSING THE 75 MICROMETER SIEVE. 100X MUST PASS THE 4.75mR SIEVE. (INCIDENTAL) 6. REINFORCEMENT LENGTH VARIES AND IS EOUAL TO THE TOTAL HEIGHT OF THE WALL. REINFORCEMENT FABRIC SHALL BE MORTARED TO BOND THE FABRIC TO THE STONE. THE MORTAR SHALL BE COMPATIBLE WITH THE STONES USED. 1. BITUMINOUS AND CONCRETE ITEMS REMOVED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED AND OF OFF THE PROJECT LIMITS IN ACCORDANCE WITH SPEC. 2104.3C3. 2. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. 3. USE TACK COAT BETWEEN ALL BUTUMINOUS LAYERS AND PRIOR TO PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL /SO YO BETWEEN BITUMINOUS LAYERS AND 0.07 TO 0.10 GAL /SO YD ON CONCRETE OR MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIOUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. 4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION OF ALL MISCELLANEOUS STRUCTURES SUCH AS MAIL BOXES. PRIVATE SIGNS. GARBAGE PICKUPS ETC... WITHIN PROJECT LIMITS WITH THE APPROPRIATE OWNERS. THIS WORK SHALL BE INCIDENTAL TO THE ITEM WHICH REQUIRES THE REMOVAL AND / OR PICKUPS 5. TOP OF THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. a ° e �� is Irk 8 rl rb eq p•f o o d o Ln it O O� I:w t7� U U S E! ° I z W �R N oLL a z w Sg� 4 z w w z U 4l 2 CITY PROJECT NO.s 9520 & 99 -01 CONSTRUCTION NOTES/ DETAILS SHEET 2 OF 12 S HEETS a TEE AND BEN BEND PLUG 2" WOOD BLOCKING TO BE 8" LARGER THAN DIA.OF PIPE MAIN PLUG TO BE POURED AGAINST UNDISTURBED SOIL (BEARING AREA) NOTE: 1. THRUST BLOCKING TO BE USED FOR BENDS 22 -1/2 AND OVER 2. THRUST BLOCKING SHALL ONLY BE USED WHERE WORK NG PRESSURES ARE LESS THAN 150 PS VALVE BOX — AS SPECIFIED 'I 6 "I 7 MIN. HYDRANT AS SPECIFIED s r s sfd� T g6 i < o ti O cd y C7, O W Ilin �•I o y o O z a� 0 4. O CIA a '�'' V U PIPE SIZE BEARING AREA 6" 4.0 SQ. FT. 8" 6.0 " 10" - 12" 12.0 " 16" 20.0 " THRUST BL OCKING NO SCALE 18 " -24" �I��\\xI —Im 1„ MIN. 2 MAX. 2 LAYERS TAR PAPER COURSE GRAVEL OR CRUSHED ROCK TO 6" ABOVE WASTE OPENING BRACING AS REOUIRED z /( � PRECAST CONCRETE BLOCK � WATERMAIN:,�';' \ 2' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. MEG -A -LUG JOINTS PRECAST CONCRETE BASE AS SPECIFIED TYPICAL HYDRANT NO SCALE 0 n CITY PROJECT NO.s 9520 & 99-01 DET AILS E 2 EV -� W. 3 x Z Ift if W Z z W W 4 w U SHEET 3 OF 12 SHEETS 0 3" DIA STEEL POST SET POSTS A 6" x 6" OR 2 "x 2" WOOD POST z EXCAVATE A 6 " TRENCH HE L 4' MAX SPACING - ALONG THE LINE OF POSTS q H "� is z- 11°�_ FILTER FABRIC ATTACH THE FILTER I FABRIC TO THE WIRE FENCING AND THE TRENCH BACKFILL THE LAY FRABRIC- TRENCH IN TRENCH 0 WIRE STAPLE OR WIRE THE FENCING I n WIRE MESH FENCING II TO EACH POST COMPACTED BACKFILL BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL BOTTOM OF H DRAINAGE WAY I I i a I I ° 1 I LL I I I A BITUMINOUS DRIVEWAY REPLACEMENT NECESSARY EXCAVATION. 3" BITUMINOUS d 6" CLASS 5 INPLACE ALL TO BE INCLUDED IN UNIT PRICE BID PER SQUARE YARD OF IRREGULAR WIDTH PAVING 3" 2340, TYPE 41 WEARING COURSE 6" CLASS 5 AGGREGATE BASE (100% CRUSHED ROCK PLACEMENT AND CONSTRUCTION OF A SEDIMENT FILTER BARRIER 28" r 16" 12' r� 68" r MAINTENANCE: _ ��2' TOP OF BITUMINOUS NOBLE ROAD 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY BE MADE IMMEDIATELY. - DURING PROLONGED RAINFALL. AND ANY REQUIRED REPAIRS SHALL 12" 0 „ 12.67' 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED ^ ` O '��'� j " ' " BASE USEABLE LIFE AND THE BARRIER MAY STILL BE NECESSARY. THE FABRIC SHALL BE REPLACE PROMPTLY.' 17 Y2"10 � 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN 28" DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. (TYP.) MODIFIED "S" SOD 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER CURB & GUTTER REQUIRED. SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE. PREPARED AND SEEDED. RTES SURTMOUNTABLE "S" „S" PLACEMENT AND CONSTRUCTION OF A SEDIMENT FILTER BARRIER NOBLE ROAD 12" 0 „ 12.67' 12.67' 6 „ (BACK OF CURB) (BACK OF CURB) SOD W/ MIN. 4" TOPSOIL (TYP.) SOD V RTES SURTMOUNTABLE "S" „S" GUTTER CURB d GUTTER CURTMOUGUTBER 7 F ' —2.0% 2.0%— '\ GOVERLAPLMINABRlq. TYPE V OF SUBGRADE L -- _ _ _ _ — — ---- - - - - -- 1 1, Z' TYPE 41 BITUMINOUS WEAR COURSE (PROPOSED) 4" RIDGID PERFORATED PVC DRAIN TILE #2357 BITUMINOUS TACK COAT (PROPOSED) ENCASED WITH GEOTEXTILE FABRIC 2 TYPE 31 BITUMINOUS BASE COURSE (EXISTING) 6" - CLASS 5 AGGREGATE BASE 2" TYPE 41 BITUMINOUS WEAR COURSE (100% CRUSHED) 12" SELECT GRANULAR BORROW (EXISTING) 2357 BITUMINOUS TACK COAT GEOTEXTILE FABRIC (EXISTING) 2" TYPE 31 BITUMINOUS BASE COURSE 6" CLASS 5 AGGREGATE BASE (100% CRUSHED ROCK) SENIOR CENTER 24" SELECT GRANULAR MATERIAL o PARKING LOT TYPICAL SECTION v NO SCALE GEOTEXTILE FABRIC (TYPE V) CITY PROJECT NO.s 952 & 99-01 TYPICAL SECTIONS V b SD G � r 3< �K><N >yd�N C� r..' O a 'd sn O C O z C o o � � 4 ch a ch +' ^' U U •� x� Z w c Z S� z � w U 44 SHEET 5 OF 12 SHEETS ELEVATION Pn)NTS A' SHnULO RE w w N r LL 0 m H w w U 0 N N 0) 0 Z F- U w 0 a U \PAO \SZ'YLOI \ :1 001 rror 9i MILL BITUMINOUS PAVEMENT OR OTHER APPROVED METHOD BY THE ENGINEER TO REMOVE TEMORARY PAVEMENT FOR PAVEMENT JOINT. OVERLAY EXISTING PARKING LOT WITH tli2' TYPE 41 WEARING COURSE F PEDESTRIAN RAMP LEGEND M MILL BITUMINOUS PAVEMENT BITUMINOUS OVERLAY. TYPE 41 WEAR - rl� W NNW: u 1'(P 1 5' L SENIOR CENTER b r _ FQ< i 'bN �ffis� d � O A a 3 � U � U W w 2 z ADJUST CASTINGS TO - 0.05' BELOW-- FINISHED WEAR COURSE GRADE Q SHEETS CITY PROJECT NO. 9520 BITUMINOUS OVERLAY / STRIPING PLAN SHEET 7 OF 12 lox •a3x 131Ya G Sa3NNVld ' SN33NION3 3Nf onHISVWdNI (� fOt6l ooie�n E poonnazol[s FLL•'J 11Y0 IAB Ado] W338 •0 M / '3'd - yNa3is 'M QIVNoa O IYS XVd SZ'bLOI OD Brl4S'Zl9 w pax 1331•otl1 1w a3303N] Ozs6 'O AT 4 ;)3 f O � * Ajj Nao er OZ S6 l � l Q 9Z4SS NW 'wpdeeuuryr to xa ls3a NYId ISS3 3 d d0 311 AT da SMY'l )11 S�ilauia�oaduiI a��ale.�Q - .Ia ;ua� d o�na5•' w �l ^ o9 ABM �+ 0300 a33NGN3 NN01553lOLd 030315030 L Y WI 1YN1 31Y0 0310„ fY 131Y0s a NOISIA03ddnS 13300 AM UMM W AS 03Wd3d WM �Bdo �IBI 09C N Na11YW103 •w „O,s,A30 100d30 00'WiV]IA03dS'Wld SINS 1YN1 Al1030 AM303NI � LL 0 co "d JW ~ yJ J d uJ Ld Q Q = (7 F- U C0 > Z O O J w Z (V Q Q W N J L LI l.L ra J w a 0 \ p W J O � �\ \\ A C7 � z � \ � � T.. O .... mI �..... O in O O I � I Z LC) W N a U O z U 00 O a < r °� Q S CL (n to N 5� W Q O F- N m 1/ W O cr- F / w� !� a a O L ° `` N 0 °O Z _ Q cr O J F- u U Z W Z Q cr W a � LLJ > > .a In W Z m Q Q , cr - CO CL a F Y I U U p ad O � D N = O O W F Q m F > =) - n J cr O Q S CL (n to N 5� W Q O F- N m 1/ W O cr- F / I, ,1 w w fr U Z O U H i Z) U 3 {Q N IP'hVMS \fW 3 \SZ4LOl \a 9[:SC:oi obi NYr 9t 31'0 .A3 1�3 =33Y CO L6 L .Ox '03tl 00 L / L .31'0 '3'd ''Nl1315 •M O1YN00 W11-143 Cd O 2 IS30 5 N'ld '1053N - A 31'15 3N1 10 SM'1 3X1 Y30Nfl tl33NWN3 1VN00353JOMd 03tl315W3tl AVW V M MI 0310M TY .31Y]S ON' NO51Atl3ddf15 1J3tl10 M 03GM W AB 038'd3tld SVM Itl M MO NOMIA334'W14 9N1 1VN1 AAILW A83tl311 11no `poommogs jo f4i0 1066 'oN Info -'a fla not ;an.11suoaag pvog aigoN W oog 6;�� Ixw �O 2� J co LU �?N otS uj p CO CO w z Q m }—O r r z z 2 2 >> a a a a_ N W 0 0 z_ z � D 7 D r r m m I.- W > > 3 2 Q W w ¢ 0 Z w 0 W J VI w 0 z M w U a CL z 2 VI W w z ¢ o cD r 0 VI ra J X O r 0 VI m z J) Q m W 20 d Lu Z ? W a 0 > J W m VI N L 0 Cn O I-' !JA wig J � YQz LLJ W < S W Z N m H otf SN3NNMId - S1133NION3 - 3UMOnHIS"MI OOMVIVS 7(Vd ooW1 S-A9 AA GZt NW' -UIVI W"no9 ■ BzOWM L"q - e 6 4 0 1 Poompw 066 ... ....................... ......... .. ..................._.......... _ ............... ... . .......... ................. ............... 0 Z - -- O �( U N r Cl) Zrn Ln ,n M O 0 0 � Q o w .8b'8£.6 ` t~ � 0 - ....... .._................. OU ZN3N01 INVUE) :.. .. _ ._ 11no `poommogs jo f4i0 1066 'oN Info -'a fla not ;an.11suoaag pvog aigoN W oog 6;�� Ixw �O 2� J co LU �?N otS uj p CO CO w z Q m }—O r r z z 2 2 >> a a a a_ N W 0 0 z_ z � D 7 D r r m m I.- W > > 3 2 Q W w ¢ 0 Z w 0 W J VI w 0 z M w U a CL z 2 VI W w z ¢ o cD r 0 VI ra J X O r 0 VI m z J) Q m W 20 d Lu Z ? W a 0 > J W m VI N L 0 Cn O I-' !JA wig J � YQz LLJ W < S W Z N m H otf SN3NNMId - S1133NION3 - 3UMOnHIS"MI OOMVIVS 7(Vd ooW1 S-A9 AA GZt NW' -UIVI W"no9 ■ BzOWM L"q - e 6 4 0 1 Poompw 066 ... ....................... ......... .. ..................._.......... _ ............... ... . .......... ................. ............... -- ';o - - - -- I �( I u, } .. ................._............. ....,.... . ........ ......... _........ ....... r I I I' cr t > Ln ,n M 7 I . ... . I. .. _ .. . . .. _..... .. .. .... _.. . }.. ...._ .............._....;......................... :.................... _... ....... I ._ ............... ...._....................... .. . . . . 4A.I } .8b'8£.6 J � 1 a W H I r ._........ c' z Z..Q. ..� .... ............... . A ... 1 . Il I . > _ I I... °.:.....:'. 0. cy _.......... _ .. + . . . .....,09'6£6 I III... .... .... O J I ......_........... _................ N OC k, X 0 1 6 6U . I k:. I I . .:. d zz I i ... l ..................._... .........................:..................._... I;....,.......... , ............._................ ............... ................... . ! I . � wr {I. f L. o :::.... o j... }... .............. ....._.... .......................s'...._a ......_ ................. _............. m r I . + •£Z'Ob 6Q CD f 31i v ( .III. . > I . . . . i .Z6'6£6 W . :I. . . . . . . . . , v,. 1' i I ......... ... . ...... ...._. ............_ . . . ...._..._...... . . . . . . . . w Er > a o I l aj r ...... ..... :.... ....._......................... . .. ................. .............. K ..�..... W . .............:' 26'8£•6 VI U . .. .................. .......{ ............................... .... _.......... o :........._. £.6 p I Q . — — — — ....._... .........._.._ ................... _....; ......... _ ... .......... :... ................. _.._........_— —..— —..... ...... .. _.............. (i ........._..._........ _ ............. ..... ........... _.. ........ .................. 1. I . ° . . . I( o . . ..... ........... ..... ............... ............................... _.... I ........._ ............................... a..... .... _........ . ................:.. w N — m P , ) e; >.. c; o r Ln .. ........... r.. I >O '- J ON ...... _... ....... ..�...:.....:...:. �( V) N ..... 0 ..... _........... _ ........._...__ + . . . . . . . . � . . . W..__.............� . m ............. ....:......... .. ... .......... i.................... ..... ...................... _ ................_ .. ........- - ........ _ _................ . . . . . /i z 1! o r 0 0 ......_........... _ .................. + I ~ • T (? 0 / ! W cr UZ )!„ OU O I :.t > r: QF' I :. 0 0 v ry ,_........ _ ......... _ .... Cp (\j (, r i ll m f 11...._......_....._ V) T r „II o N V3 W v W ¢ r r W .................. . ... r I O I L :.: [i .._N ............._.........i ..L Ln PT 43+06.3828 v C . . ............. ' VD rn P F i ii: 9 3 �2 z O Ln ro �i� r O °+� r ,' U Z / 0 A CV • Q Ln ' r r m WQ ° r r r r i r r / P r / 11no `poommogs jo f4i0 1066 'oN Info -'a fla not ;an.11suoaag pvog aigoN W oog 6;�� Ixw �O 2� J co LU �?N otS uj p CO CO w z Q m }—O r r z z 2 2 >> a a a a_ N W 0 0 z_ z � D 7 D r r m m I.- W > > 3 2 Q W w ¢ 0 Z w 0 W J VI w 0 z M w U a CL z 2 VI W w z ¢ o cD r 0 VI ra J X O r 0 VI m z J) Q m W 20 d Lu Z ? W a 0 > J W m VI N L 0 Cn O I-' !JA wig J � YQz LLJ W < S W Z N m H otf SN3NNMId - S1133NION3 - 3UMOnHIS"MI OOMVIVS 7(Vd ooW1 S-A9 AA GZt NW' -UIVI W"no9 ■ BzOWM L"q - e 6 4 0 1 Poompw 066 ... ....................... ......... .. ..................._.......... _ ............... ... . .......... ................. ............... ....._.......... ............ 0 } I u, } .. ................._............. ....,.... . ........ ......... _........ ....... ................_....;........._..............;... 1 ... a . i m I w....... .......... ............ ...... ..... ............... ;.... _ ................ ... i.. .............................. . 90'8 7 I . ... . I. .. _ .. . . .. _..... .. .. .... _.. . }.. ...._ .............._....;......................... :.................... _... ....... I ._ ............... ...._....................... .. . . . . 4A.I } .8b'8£.6 W.I I . 1 S9 8£6 m Lo I.... _ _ ............. ....... _ ...... ........ ...........................�f.. .._...... .'.......... ...... .. : .... ............... . A ... 1 . Il I . I I... °.:.....:'. 0. y .. } .. i .... ..._.._.........._ ....... ... _ _............ ..... . . _.......... _ .. + . . . .....,09'6£6 I III... .... .... z; I .............................._ .................. _............ ............. .................. I ....... . ... ......_........... _................ ..._ .............._.................. 1 6 6U . I k:. I I . .:. _......... I' 9Z'0 i ... l ..................._... .........................:..................._... I;....,.......... , ............._................ ............... ................... . ! I . ....._........... ................ . •S£'O0.6 {I. f L. o :::.... o j... }... .............. ....._.... .......................s'...._a ......_ ................. _............. m r I . + •£Z'Ob 6Q CD f 31i v ( .III. . > I . . . . i .Z6'6£6 W . :I. . . . . . . . . , v,. 1' i I ......... ... . ...... ...._. ............_ . . . ...._..._...... . . . . . . . . •Lb'6 . . . . . . . . to t ...... ..... :.... ....._......................... . .. ................. .............. K ..�..... W . .............:' 26'8£•6 I . .. .................. .......{ ............................... .... _.......... o :........._. £.6 p I Q . — — — — ....._... .........._.._ ................... _....; ......... _ ... .......... :... ................. _.._........_— —..— —..... ...... .. _.............. ........._..._........ _ ............. ..... ........... _.. ........ .................. 1. I . .......... ...........:.... . . . . . . . . N . . . . . ..... ........... ..... ............... ............................... _.... I ........._ ............................... a..... .... _........ . ................:.. 11.' ... .... .... P , ) e; >.. c; o ................ ............................... _............................ i.... . _ ..................................... ..... _ ............... .................. . ..._ ............. ._ .... ....... ..... .,........._..... . .... ........ .........._....... ................... _ ...... _... ....... ..�...:.....:...:. ................... ..... ......................... .... _.............._ ....._........... _ ....... ._ ..... _.... . _ .................. I . . . . . . . . . . . ..... 0 ..... _........... _ ........._...__ + . . . . . . . . � . . . . . . . . . . 0 ............. ....:......... .. ... .......... i.................... ..... ...................... _ ................_ .. ........- - ........ _ _................ . . . . . ......_........... _ .................. O 011 ........... ........ ..... ............................ .................. _........................... _ .................. ................... _ ................... 0 0 ......_........... _ .................. + wI 1 9I 1 RI 1 WI 1 WI 1 M I C1I I co LLI W x co N r U- 0 W w 2 a J Q O 2 U.1 It U) D O W g J W U 2 W O z U W O a U £0161 ' 0 � 00 /81 /t 'mra •3'd 'VN8315 'M OlVNO(I MOIlYMYL33 U � H F 2 Q J o a � FHU (7 o�w �O QOU Q f W 7JW 0 03S]3N] 1530 IAB NVId V1Mf p 3 31VIS 311 30 SWI 311 M30Nn M33MM3 TIN0KS3dOMd O3831SO N AM V Ml 1VN1 03108 fY 131Y]f OW N019AM Jd S 133810 M k3QM W M 03Wd3bd SVM 1NOd3N W'P0lV01 A 33dS'Wld SIHl 1VH1 AJIU30 Ae3M3Hl Q Z O] Q 0 Q CC o ~ M co Cr z Q O =)-0 m U N y�W Q Z O tt 0'1 p 3� O z IA1 U. .W W U I r O 3[joul nUHl Ao 1 I 035013 OVOM W O O I r o ° icD > X Z W 0 CC CC II W I ¢ z I J3 Y z I In CA >- .Z H (L � � I .d z zoXa z l W In F W Z > V3 W J i x3Doa I Ww�-¢Q l O Or AU. cD N >vlosauuilN 1 poonnaio% jo �4i0 0 x U � o O N V Z z Q H N w J X U W °¢ 3 O z U — N Z H J W '¢QWO .4 vv32 Q z U Q > Q vwZ < V) Q Q.-v3 > 2 Q d \ O N w 3 Q O PT 43 +06. H V cr V3 V� O U J I " l..RICI U...._7 'il y t j( I � m� MOO ( 4 . 1 I; N U ( O O m 2 F z UJ I m O lD %. z w ll ZZ HOP '^ ¢ z r WN Ab121 a , 1 W �.g. {_...!. N Z O rn ✓ Z 1wUI- F Q W O 4 z Q Z W V- J U Y T Q YWM W Or W W `V 1St '£b+ JI- O U 1 O o l N- - OL UN ZUVI QC > M QU . . ,00`06 +btr v V.4S. �.I.I . . . Q Z o u H WZ< O W Z Q J V1LL3 Q 2m .--1 0 u O U (rz Cr ¢ p ,9„I :....,..... N U CON 4 00'0•£ +6k � IV�S• 1dA D:00�0• -- Ln l - - -WaU z NVI >MZ o OWWQw -- V N + 90'8£6 II' w m Q J N Q J o J ul ^ > N 1 i 1 L 14 5'T PT 43 +06. H V cr V3 V� O U J I " l..RICI U...._7 'il y t j( I � m� MOO ( 4 . 1 I; N U / i \ \O / F / ROAD A� o 1066 'ON m.ro -ld fma uoi ;awisuoaag puog algoN W p 6 �� MW O LU J � X W� co mH0 Y •U O m 2 F z UJ ul ' O lD %. C7 N M '^ ¢ W X W N N Z O rn ✓ Z 1wUI- �� W V- ' W ZO 0 ' � 1 co (1) U.6 1St '£b+ OJJ 7 D:Jm2 O / i \ \O / F / ROAD A� o 1066 'ON m.ro -ld fma uoi ;awisuoaag puog algoN W p 6 �� MW O LU J � X W� co mH0 M N ROAD TO OSED THRU TRAFFIC Ln O n� rn0 � W Z Wcg J } Wri. W M W < c l = LL! � F- W Z m F- aif SM314NV - 91133NION3 - 38fILLOn LLSVHANI Y •U ' ¢O: Lr) 9Zb99 NW'Mode -ulW W WOO M w W I Q - N 3 Y O ....._.......... W U 2 2 H W . . . . . . . . . . . . MCI: ' Q OC LL 1- L HOltl ? w 1St '£b+ OJJ 7 D:Jm2 O OQ —O O: O o l N- - OL UN ZUVI Z O Q W o . . ,00`06 +btr v V.4S. �.I.I . . . O -a KUF u H WZ< O W Z Q J Q 0 u O U (rz F- H D: Z V Z Z •QW :....,..... a oolro e CON 4 00'0•£ +6k � IV�S• 1dA D:00�0• -- Ln l - - -WaU z NVI >MZ o OWWQw -- V UKcr aI- - + 90'8£6 II' w m . . . . J N M N ROAD TO OSED THRU TRAFFIC Ln O n� rn0 � W Z Wcg J } Wri. W M W < c l = LL! � F- W Z m F- aif SM314NV - 91133NION3 - 38fILLOn LLSVHANI 0011-199 XVi ' OOWLV9 ......_ .. 9Zb99 NW'Mode -ulW . . . . P3e"elno8 WRZK M t6Y8 - e39f0 94111 POOA+~ ME !g l I I �I I WI I WI I ! I CO I I� . O O ........ ....... ....i._� - ._..._.. ........ . ...................... ......... _.............._ ....._......._. _............._ ......... _.............._ ......_ .. .................. . . . . . . . . . . . n Z z Q _ ... .....:.... _.._.........._................ .................. _.... .... ... '.... ...;.... ....._.......... H W . . . . . . . . . . . . MCI: ' . . . . . . . . . x b O ._.._... OZ = l3 OdA ...._ ...:......... _.__._.._..- — —� . 0 0 . . ,00`06 +btr v V.4S. �.I.I . . . . . . u NOIl MISNOO 'I ............_. ..... .... n .........:o....... o ... .................................... .................. ld :....,..... 8 S ' 1 £•6 CON 4 00'0•£ +6k � IV�S• 1dA . . . �: GD o ._................ ;... + 90'8£6 II' w m . . . . Q J o J ul ^ > ..._.............. dl.D ................:...._......... ........... ' £9' 8£fi�` 113 Odr d0'0£t8b Wjtl S OdA . . . . !. ........._ ... .............. ..........i................... _ - - -- — ....... :.:.....: :..:. o •58'8 66 Q ° a te . . � I .. ...... _.........W... .. ...................:....... I ...... ........ ,. . . ... _.................. ........_ .... ................. Aa3. r . . . . : l I . . . . £Z'6£6 . . a I I a. . . . . . . O a l ......... �.... o ....... ...:..... ... ....... _.............._. ..._ .............._.. .5.............._......... :.... _... ..._. ........ .... .. _ _... ......... a f ......_..._.. _.. .. •09 '6£6 � I .... II ..._........................... .... _.._...... ...._ 1 ..... ._.. .... _. ....._ ......,. .......... ....._... .... _,............. ............... b B bl • 16'6£•6 A .o I .._.. i .......... ....... ' . — — —.� .. .�...... u) o -- Tom - - - - o ;: o v ctr' . � I . II �' w Z Il.... w.. . _•....a ........ .......... ...._ . ............... .............. _ ............... . Q: J M Q I ... I ... ♦-J. N .. . i . 5£'06.6 •.. !. D: I £Z'06.6 In ..WIC..,. . . . I I I . . ..._...:88.'.6£ - 13.OdA. ....... ..... ........_ ................... ........... _........... r .... 0 o 1-: . . .00'Sb+'6bK OdA .26'6£•6 m — o; .4 89 33' 1'dA i . . . N: c. O O`. + �. 1. 00'Z,Z ±6W� 'jV1S. 1dA . ° �.;� ...................._. ........ _ ......... I ....._........... .................. ,.... 1.... : o •Lb'6£• . i w uj •. � . . . . Vl w W OJ .. .............. ..,- ..-- ...�...µ...al..i.... _.............._....i.._ 1 .._........... ....... .... K..�.. ...... = J >: > ]c gS _ •l3 Odle . r 00'ZZ +£�i: V1S UA . . . . . . . ° .......... ......... .................... .. .I.i.......... ....... .......... I _ SZ' 8£6 . 00'•66 +Z6 = V1S • Odh F I NOIl'OfR ISNOO NIJ38 .1. li i �. ........ w • I'I ,i; 1. � ....:........._...._...... + ¢ i l N z 11 ..................._.... i......................... j...._.......... N................_............. k............... 1• ....i......................... ............. ..... . ....._........... ........ _. ..... 1.. 'X I . . . . . ... . . . •W A •. .. .. _ i,............... ... ............... ....._........... ... .._ . .................. ..._ .............._............................. ...._.......................... ............ . — v O: r ' ..._.._.........._.... i ....................... i.................. ._....i......... ....... ........ i... ._. ....... ................ 1 . ......_........... x,o ..... ......_...... . D¢. z ...I.... ..... U......- ........_..........._.........:.................... ._ ................. _ ............_... .............. _.......... ................ .......V3......:.... ...__........... >r _ .._............_ I a; u•'-z• o+ c z Y YJ. r � _ ......... i. . ... LS...0 ... ........._ .................. _.............. _ .................. ..._ _.........._... i .......... ..... ......... ;.... ...... ... i.... ....... .. • _... ..... �...._ W —. ll•,bZ •ZS+6tr Y;. z . . . o ................._.............._............._........... ... > ... ................ .... ... . .. _ -- ........... ...... ....._........... _ .................. o .A- L, '9O£ -d HVN3.3N v (•tl {0 ZZ•'d£5 01 °o . . . . . . . cn ll• 1 SZ'tt• '•ZS+btr • .o �. .a. . . . . . W O m N ......... _ ........ .. .. .. 2 .._ . �Im Q ... ...... ...... .. _ ... .. z .......... _.............._ CD la . o ...... ....................._._......_ o .... r...... ....�.�.._�z.,....6........._.. A- 4+90£-21 HVN33N a- . i Q_ In o . • . . . . . 12l. SZ',t 4 ' Z6 +6b A o . .I . . .z. . . . . N.• O . In > .. I b. taJ > . N U ~ o . . . O J . .z. . 0 1 In I I I - 9 1 I I I Q I I O) I I CO I m ol W W N r U. O 0 W W O 2 O F= U H Z O U W W N W O Z F- U W O CL U w03\0p'I9U\ £0161 -3N 331 00 /8l /l -3110 '3'd 'VNM31S 'M dlVN00 t�8 fM+531 -1g HYId V1053NY1 d0 31V15 3H1 d0 SMVI 311 M3a1n M3 VAWd IVNaSU3 Hd 03M31SMU A1110 V YNI 1"i N311VW1dV3 w �1v0 0330N fv -311]5 OHI XgSIAM3ddfls 11- AM .-- - AB 03Wd3Md - 1MOd3M MO'NalYJI303dS'Wld 9H1 1VH1 Al1M3J A83M311 i3l w `p oonAmogS jo Rio 1066 'ON laafo.ld AID uoi ;anjlsuoaag pvog algoN v 0 . ..... ........... .......... ............ .... Skl3NNKld - SN33NION3 - 3Mf OMLIMANl 00LL XV:l .......... ............ ............. ......... . ............. ............. I ......... .... ...... .... ........................ ................ ......... ..... . oowtvs-219 ........ ..... ................... .... - ......... .............. ............ 9ZK9 NW - qpd —U!Vi CC p38ngn% WAzAeAA L469 e0wo 9481 poompw 099 - W7 .........:......................._:...................._. ...:........................... .......... ._... �:......................... .. .... ... _...................... .................. .. ....._........... _ .................. ....._........... _ . . . .._ ..................... _ ................_ . . . I . I.. ....._........... _ ...... .._ . ....._........... _ ...........,...... Q ... .... ........... .................. ......... .... ........ . _.. .._.... .. ....... ... .. ......... .. .......... I _ .......... _.... _ ............ . ....... .... .. I ..... . . . J I .. ... _ . . . . ; . . . . . . . . . . . I . ....... .. . .... ..._ .. : .... . .:... .. ... . ....... . .. ... _ .... _.........._ ....._ ._ ... ............. ....... _ ........................!....._.................. i..........._........_.. i..... ..............._...5........... ....�... ..........._. ...... ................... .................. ....... ......�..... ..............._. ....._........... ................_ ..i....�1,_J... I . Q ........... ............................... ................... ................_ ................... ...... .................. _ .................. .................... I ................. .........;........._........... _....... ............ ......... ...... ......I. _..._.... � .. ............... _ _ ..'.. 1 . .. _ .... .... ............. .... ... . _. . .. ..._. ._ .............. ........... .. ._......_........ o ....... . . .. . . ..... . .. . ............... ....... . .... ......_..._........ Skl3NNKld - SN33NION3 - 3Mf OMLIMANl 00LL XV:l .......... ............ ............. ......... . ............. ............. I ......... .... ...... .... ........................ ................ ......... ..... . oowtvs-219 ........ ..... ................... .... - ......... .............. ............ 9ZK9 NW - qpd —U!Vi CC p38ngn% WAzAeAA L469 e0wo 9481 poompw 099 - W W x N T LL O T LU LU x w Z 0 U W U) U) U O U S O Z H U LU 3 O w IL �r .. .. .......... ............ ............. ......... . ............. ............. I ......... .... ...... .... ........................ ................ ......... ..... . ......... ......... ........ .......... ........ ..... ................... .... - ......... .............. ............ W W x N T LL O T LU LU x w Z 0 U W U) U) U O U S O Z H U LU 3 O w IL �r 1+1 W7 .........:......................._:...................._. ...:........................... .......... ._... �:......................... .. .... ... _...................... .................. .. ....._........... _ .................. ....._........... _ . . . .._ ..................... _ ................_ . . . I . I.. ....._........... _ ...... .._ . ....._........... _ ...........,...... ... ... ... .. .. ... .. ... _ I.. I.. ... _ .... ... ...._ ..... O O ....... .. . .... ..._ .. : .... . .:... .. ... . ....... . .. ... _ .... _.........._ ....._ ._ ... ............. ....... _ _........... .................. ...... _ .... ... ..... ....... .............._. _ ._.. ....._..._...... . ................. 1 . _ ..............-............................ ............................... ........... ..... .... .... j I . I. .................. ...._.........o.. 4._..... J .............. 1! J... . .._ ............. ............. I ,.. .......... . .. 1... 1. .... ........... ..... .... ............. ......_........... ................... ....._ ... . . I ' _ .. ..... . .... _ .. !.3 I ..... .... .......... ....... ._.... I IQ 1 ' o . . . o � o . . IQ t, °1 . . . . . . I l . °' M °' 1 ° °� Q1 ... I O7 .. ... _ L........ .._. . .. o a . .......... In .._L ............... ... a +° a:o M +o v:ln R ±o . . . . +° c:1n 1a': 1n - u6P'L-S \PD \00' l Ql \ :l . 311. vAB AdOJ OMl]3b fOt6t ` 03L 00 /Bt /t .3113 '3'1 'INM311 'M lnosouIIiw `poonnaJOE[S Jo t�1 ` �ll Sii3NNMld - Sa33NISN3 - 3unionHIMANI 0uL _W§x xi/ npm�orr�'�y 00wM_ZW GD199 N 'I»pd —U!W 8SM! w°^�" °s ABM X469 B'Jlfo Bln POOMIUM ajE . . . . . . . . .: ........... vON 1J3f0Yd ilY 03S33HJ 0111011 Y'os Nn 30 31815 313 w s 3N1 Y30Nn 83311013 wNo'SS3l 03Y31SO3Y AV10 V w, 1VN1 O NOISIAY3d 133810 AM NXT YO AM 03Wd38d SVM AW3Y Y * WlY31933dS'Wld SINl lA'Nl KAIaM AMN NI 1066 •ou ;aa[oJa AEA u o i ana suoaa no o (j (j ``� l� I. ......................... ...................... gn ... _ . .. _ ................_ . .... ! .............................................:...._. I.... ... I ......_....._....':............ -AS NOIS30 vAB NYL 03101 SY v 13S NOIlYWldx3 3180 'Ox I SIAM . . . . .. . . . . . . . . . . . .: ........... ......................... ..... .. .........................._... I. ......................... ...................... gn ... _ . .. _ ................_ . .... ! .............................................:...._. I.... ... I ......_....._....':............ .. ... ....... .......: .... .... .... ........ I ........ _ ... ... . ............ .......... .. ..I .. .... .... .... .... ... ... .. A. ... I -.. __...... ` L _..� ...._ 3 . . . .. . . . . . . . . . . I_ ` ;......._ ... .... ..... ....... . I.. ..•. ............................. _ ._ ......I... .......... ........................ ....I.... ......o. .... I... ... .... I. .... ... .... .... ... _....... ..... i I . . I . . . . . . . . I . . . . . .M . . I. '1 q. �1 v .I i1 v . I. c n..._...L ..... ........... °' °'....... 1 ... ° .. . _..._... m ...._..I ...... O1 .. °7 . 1_ .. . °1 0 F w w cn N r U_ O N a— H w w U z O H U w U U U O U �r O z F- U w O Ix a SxLCLL \PO3\=ICLL \:1 N W Z LL I n h rn bi w o u 0 0 PLAN SYMBOLS CONSTRUCTION PLAN /STORM SEWER STATE LINE —'••— COUNTY LINE —" — TOWNSHIP OR RANGE LINE — — SECTION LINE - — - OUARTER LINE - — - SIXTEENTH LINE - - - - RIGHT -OF -WAY LINE ON TELEPHONE POLES SLOPE EASEMENT _SE— PRESENT RIGHT -OF -WAY - - - - - CONTROL OF ACCES LINE —O PROPERTY LINES (EXCEPT LAND LINES) VACATED PLATTED PROPERTY - - - - -- CORPORATE OR CITY LIMITS GAS MAIN TRUNK HIGHWAY CENTER LINE — RETAINING WALL RAILROAD CONDUIT RAILROAD RIGHT -OF -WAY — - - — RIVER OR CREEK ME- DRY RUN ELECTRIC CABLE IN CONDUIT DRAINAGE DITCH SIZE DRAIN TILE -- > ---------- CULVERT ELECTRIC MANHOLE DROP INLET GUARD RAIL - T -BUR BARBED WIRE FENCE -x —x- WOVEN WIRE FENCE W x N x- CHAIN LINK FENCE a x CL x- RAILROAD SNOW FENCE - - STONE WALL OR FENCE > HEDGE RAILROAD CROSSING SIGN SCALES RAILROAD CROSSING BELL U] ELECTRIC WARNING SIGN 8 CROSSING GATE 0 250 MEANDER CORNER f SPRINGS Q- --0° MARSH�� 0 TIMBER ORCHARD (TIMBER! BRUSH NURSERY 0 CATCH BASIN • CB FIRE HYDRANT '+ a CATTLE GUARD 0 OVERPASS (HIGHWAY OVER) 20 UNDERPASS (HIGHWAY UNDER) N BRIDGE BUILDING (ONE STORY FRAME) F - FRAME C - CONCRETE S - STONE T - TILE 75 B - BRICK ST- STUCCO IRON ROD OR PIPE MONUMENT (STONE. CONCRETE. OR METALI O MONU. WOODEN HUB ■ GRAVEL PIT SAND PIT (� BORROW PIT Q ROCK QUARRY Q UTILITY SYMBOLS CONSTRUCTION PLAN /STORM SEWER 7 POWER POLE LINE �+ SIDEWALK DETAILS TELEPHONE OR TELEGRAPH POLE LINE +- �- JOINT TELEPHONE AND POWER STREET CONSTRUCTION / STORM SEWER 11 -12 ON POWER POLE �--� ON TELEPHONE POLES NJ --- - ANCHOR ( - STREET LIGHT a PEDESTAL (TELEPHONE CABLE TERMINAL) ® PEO. GAS MAIN — G — WATER MAIN � CONDUIT TELEPHONE CABLE IN CONDUIT T= ELECTRIC CABLE IN CONDUIT P= TELEPHONE MANHOLE 0 ELECTRIC MANHOLE BURIED TELEPHONE CABLE - T -BUR - BURIED ELECTRIC CABLE - P -BUR - AERIAL TELEPHONE CABLE +T -AE -+- SEWER (SANITARY OR STORM) -> > SEWER MANHOLE SCALES INDEX MAP 0 250 500 PLAN 0 50 100 PROFILE HORIZ. 0 50 100 VERT. 0 0 20 SENIOR CENTER DRAINAGE / NOBLE ROAD RECONSTRUCTION AND APPURTENANT WORK FOR THE CITY OF SHOI�EWOOD CONSTRUCTION PLAN FOR Storm Drainage, Grading, Pavement, and Appurtenant Work LOCATED IN City of Shorewood CITY PROJECT NO. 9520 & 9901 Lake Minnetonka Upper Lake 35. ELM ST. EXCELSIOR( 76 MINNETONKA BLVD. Gideon Bay 37. AREY LA. / 1990 POP. 2.36 78. LINDEN ST. 3% ELM PL J J Y Duck Frog 40. LAFAYETTE ST. fi S c Island Island �� Map)_ $ f S P4. .�` S• Bay GOVERNING SPECIFICATIONS THE 1988 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION." AS AMENDED BY THE MAY 2. 1994 SUPPLEMENTAL SPECIFICATION SHALL GOVERN_ ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MN MUTCO INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, DATED JANUARY. 1998. ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING. INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 CONSTRUCTION NOTES /DETAILS 3 -4 DETAILS 5 TYPICAL SECTIONS SENIOR CENTER DRAINAGE IMPROVEMENTS 6 CONSTRUCTION PLAN /STORM SEWER 7 BITUMINOUS OVERLAY /STRIPING PLAN 8 SIDEWALK DETAILS NOBLE ROAD RECONSTRUCTION 9 MISCELLANEOUS REMOVAL PLAN 10 STREET CONSTRUCTION / STORM SEWER 11 -12 CROSS SECTIONS THIS PLAN CONTAINS 12 SHEETS ALL APPLICABLE FEDERAL, STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 350 Westwood Lake Office WSB 84 Wayzata Boulevard Mi nneapolis, MN 55426 — 612- 541 -4800 & Associates, Inc. FAX 641 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED M R UNDER MY DIRECT SUPERVISION AND THAT I AY REGISTERED _ NGINEER UNDER THE LAWS OF THE STATE MIN 5 ENGR. DONALD W. STERNA, P.E. DATE 1/18/00 REG. NO. 19103 CITY OF SHOREWOOD ENGINEER R Prepared for: CITY PROJECT NO.s 9520 & 9901 City of Shorewood 5755 Country Club Road Shorewood, Minnesota 55331 CITY F (612) 474 -3236 O SHOREWOOD SHEET NO. 1 OF 12 SHEETS THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. MATER ALS ANDD C NSTAL AT �0 BE APPPOVECN INA VARIES 8' MAX. 3'- 0" INAL) 0" I I OR THREE RAIL FENCE DETAIL NO SCALE I� -5' -0" (TYP.I— 2" DEPRESSION MODIFIED "S" CURB & GUTTER FOR d II'III I VANE GRATE PLAN MODIFIED "S" CURB & GUTTER CONSTRUCTION @ CATCH BASIN RADL BLOCK RETAINING WALL BATTER TO 8 . �4 Q 1 2'" x O STRUCTURE EXCAVATION io I LIMITS (SEE NOTES) J . �Q FABRIC REINFORCEMENT PER MANUFACTURER'i I �p SPECS. IINCIOENTALI SPACING VARIES 12 I ON TO 17 TYPICAL SPACING HALF THE I DISTANCE BETIIEEN ZIPPER AND LOITER FABRIC "1 40 1 / :1 <0 a= 8" I Y �W XD: C7� Wj I SELECT BACKFILL (SEE NOTES) INCIDENTALI D WALL FOUNDATION REINFORCEMENT LENGTH 1' -6" (SEE NOTES) (SEE NOTES) ° o n TYPICAL BLOCK RETAINING WALL DETAIL NO SCALE RETAINING WALL NOTES: 1. RETAININg WALL BLOCK MATERIAL SHALL BE SAME TYPE. SIZE. COLOR AND MANUFACTURE AS EXISTING WALL. NO SUBSTITUTES SHALL BE ALLOWED. 2. FOR WALLS LESS THAN 1.9' IN HEIGHT, NO GEOGRID IS NECESSARY. 3. 4" PERF. DRAIN PIPE, Mn /DOT 3278 W /TYPE I GEOTEXTILE. Mn /DOT 3888. THE ENGINEER SHALL HAVE ADDITIONAL DRAINS PLACED TO INTERCEPT ANY WATER- BEARING SOIL STRATA DISCOVERED DURING CONSTRUCTION (INCIDENTAL). 4. WALL FOUNDATION SHALL CONSIST OF COMPACTED AGGREGATE BASE 6" DEEP BY 18" WIDE (INCIDENTAL). 5. SELECT BACKFILL TO MEET Mn /DOT 3149.28 MODIFIED TO 10% OR LESS PASSING THE 75 MICROMETER SIEVE. 100% MUST PASS THE 4.751ni1 SIEVE. (INCIDENTAL) 6. REINFORCEMENT LENGTH VARIES AND IS EOUAL TO THE TOTAL HEIGHT OF THE WALL. REINFORCEMENT FABRIC SHALL BE MORTARED TO BOND THE FABRIC TO THE STONE. THE MORTAR SHALL BE COMPATIBLE WITH THE STONES USED. CONSTRUCTION NOTES 1. BITUMINOUS AND CONCRETE ITEMS REMOVED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED AND OF OFF THE PROJECT LIMITS IN ACCORDANCE WITH SPEC. 2104.3C3. 2. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. 3. USE TACK COAT BETWEEN ALL BUTUMINOUS LAYERS AND PRIOR TO PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL /SO YD BETWEEN BITUMINOUS LAYERS AND 0.07 TO 0.10 CAL /SO YD ON CONCRETE OR MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. 4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION OF ALL MISCELLANEOUS STRUCTURES SUCH AS MAIL BOXES. PRIVATE SIGNS. GARBAGE PICKUPS ETC... WITHIN PROJECT LIMITS WITH THE APPROPRIATE OWNERS. THIS WORK SHALL BE INCIDENTAL TO THE ITEM WHICH REQUIRES THE REMOVAL AND / OR PICKUPS 5. TOP OF THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. Ji o 0 � a O m � N O IA � � O o z �, � a � r V U 8129 q� W z 5 5� w c i i � w a •B i CITY PROJECT NO.s 9520 & 99-01 CON STRUCTION NO TES / DETAILS SHEET 2 OF 12 SHEETS a 4 a: TEE AND BEN BEND PLUG 2" WOOD BLOCKING TO BE 8" LARGER r THAN DIA.OF PIPE n HYDRANT 8 MAIN AS SPECIFIED . PLUG VALVE BOX — a g w AS SPECIFIED 18 AS �'gs 1 MIN. ~9 a o TO BE POURED AGAINST 2" MAX. FQY o UNDISTURBED SOIL 2 LAYERS TAR PAPER` (BEARING AREA) 2'- 6 " °. NOTE: COURSE GRAVEL OR 1. THRUST BLOCKING TO BE USED 7 ' - 6 " CRUSHED ROCK TO FOR BENDS 22 -1/2 AND OVER MIN' 6" ABOVE WASTE 2.THRUST BLOCKING SHALL ONLY BE USED OPENING WHERE WORKING PRESSURES ARE LESS BRACING � rte + THAN 150 PS AS REQUIRED C ch 0 \ PRECAST CONCRETE � _ Qi O 6" D.I.P. - , p 'E- -2' DIAMETER BY 3' DEEP PIT p WATERMAIN •�'• UNDER HYDRANT FILLED WITH p O O GRAVEL FOR ALL INSTALLATIONS. MEG -A -LUG JOINTS p Zi PRECAST CONCRETE r "Q BASE AS SPECIFIED Gi I " I IIN O O� a THRUST BLOCKING TYPICAL HYDRANT �,' NO SCALE NO SCALE V U m= xx Z m � W Z uj W w U P O N � Y � _ N a u � O O CITY PROJECT NO.s 9520 & 99 -01 DETAILS SHEET 3 OF 12 SHEETS PIPE SIZE BEARING AREA BLOCK 6" 4.0 S0. FT. 8" 6.0 " 10" - 12" 12.0 " 16" 20.0 " CASTING MIN OF 2 MAX OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE WRAPE ADJUSTING RINGS. EDGE OF CASTING FRAME. z 0 o r o L) c � r z U W o > cr Z F y Ln W Y = U Q Co E CASTING N . REFER TO PLANS FOR CASTING REQUIRED. USE PRECAST CONCRETE ADJUSTING RINGS WHERE NECESSARY. SEE STANDARD PLATE 4010. CASTING AND PRECAST CONCRETE ADJUSTING RINGS (WHEN USED) SHALL BE SET IN FULL MOTAR BEDS. ADJUSTING RINGS 2 - 2" RINGS MIN 4 - 2" RINGS MAX ROADWAY SURFACE SEE STANDARD PLATE 4020 x FOR COVER REQUIREMENTS WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE. EXCEPT 48" DIA MAY BE ASTM C 478 CONCRETE PIPE. SEE STANDARD 8" CAST -IN -PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP CONCRETE OR BOTTOM OF THIS SECTION) CAST -IN -PLACE 7' TO 10' CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER 1Q REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. Q2 REFER TO PLANS FOR STEP REQUIREMENTS. I I O MINIMUM STEEL REINFORCEMENT O EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED (L STRUCTURE --� 8" POURED CONCRETE BASE. FOR ALTERNATE PRECAST CONCRETE BASE. SEE STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. VIEW OF INSTALLATION OS GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO. EXCEPT AS NOTED. 12" MINIMUM FOR PRECAST. 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION DRAINAGE STRUCTURE DESIGN 4020 NO SCALE a BACK OF CURB 12' CENTER OF STRUCTURE NOTE: a: - REINFORCING TO CONSIST OF 44 BARS AT B" O.C. MINIMUM OF 2 ;'x?''f ''+..� BOTH WAYS ADJUSTMENT R1NG5 ' METAL PLATE TO BE INSTALLED ' ON ALL INACTIVE SYSTEMS. 4" COLLAR ON THE OUTSIDE 24" PLATE TO BE REMOVED. WRAPE ADJUSTING RINGS.EDGE WHEN OUTLET IS CONNECTED. ` OF CASTING FRAME 31" USE A DOUBLE LINE OF RAM -NECK (INCIDENTAL) c GASKET BELOW THE PLATE. m PLATE SHALL NOT EXTEND BEYOND s 5" STRUCTURE. a 20" DIAMETER PRE- CAST OPENING 54 ^ o Eh DESIGN SPECIAL I orG NO SCALE !Y a X1 ADJUSTMENT SLOT 3/4" / I f ri • 4 3/4" `` / STAINLESS STEEL STUDS GRATED SECTIONS APPROX. 4' LONG PIPE OUTLET NOTE: I. NEENAH CASTING R- 4995 -A2 OR APPROVED EQUIVALENT. CASTING ASSEMBLY TYPE SPECIAL NO SCALE 4" PVC (SDR 26) —4" COLLAR ON THE OUTSIDE WRAPE ADJUSTING RINGS.EDGE OF CASTING FRAME (INCIDENTAL) CRETEX INTERNAL CHIMNEY SEAL OR EQUAL TO BE FURNISHED AND INSTALLED ON ALL SANITARY SEWER MANHOLES. PAID FOR AT A UNIT PRICE BID PER EACH INPLACE. MAY REQUIRE 2 SEALS PER MANHOLE. NOTE: FURNISH d INSTALL NEW NEENAH R1744 CASTING WITH CONCEALED PICKHOLE ON SANITARY SEWER MANHOLES WITH INTERNAL MANHOLE CHIMNEY SEALS. INTERNAL MANHOLE CHIMNEY SEALS NO SCALE DESIGN S PECIAL 2 NO SCALE CITY PROJE NO. 9901 D ETAILS b O V � O in 0N °z O ^� o 0 �v O + O O 3 O O U Eli - Z 9`Bz x 5 N W •e LL 0. >g W 5' z L z � W w z U w z SHEET 4 OF 12 SHEETS — FERNCD ADAPTER (INCIDENTAL) I I e 7Q REINFORCEMENT AS PER SPEC 3301. GRADE 60. MANHOLE MANHOL OR PLASTERED OR CATCH -: EXTERIOR CATCH BASIN BASIN - DIA DIA SEWER BRICK (SPEC 3616) BLOCK MASONRY CONSTRUCTION PLAN L.A�I INU A »CMO R -3471 (NEENAH R ;INFORCED 6 TOP SLAB DIAMETER PRECAST OPENING AS REQUIRED 9 -1/2" 9 -1/2" 6 3 4 ' X19" CENTER OF STRUCTURE NOTE: f REINFORCING a 10 CONSIST OF #4 BARS AT BOTH WAYS SECTION A -A O 3" DIA STEEL POST SET POSTS AND OR 2 "x 2" W000 POST z EXCAVATE A 6 "x 6" - TRENCH UPSLOPE 4' MAX SPACING ALONG THE LINE OF POSTS TRENCH r 6 "x 6 "� I: z= I I r =_ O FILTER FABRIC ATTACH THE FILTER FABRIC TO THE WIRE FENCNG AND THE TRENCH BACKFILL THE LAY FRABRIC— TRENCH IN TRENCH O WIRE -� STAPLE OR WIRE THE FENCING ,n WIRE MESH FENCING ql TO EACH POST Col BA( BITUMINOUS DRIVEWAY REPLACEMENT NECESSARY EXCAVATION. 3" BITUMINOUS & 6" CLASS 5 INPLACE ALL TO BE INCLUDED IN UNIT PRICE BID PER SQUARE YARD OF IRREGULAR WIDTH PAVING A 3" 2340, TYPE 41 WEARING COURSE 6" CLASS 5 AGGREGATE BASE (100% CRUSHED ROCK 28" r 16" 12" r� 68" r THE TRENCH CT THE SOIL BOTTOM OF DRAINAGE WAY I I I a I I ° I I � I I I ELEVATION POINTS "A" SHOULD BE HIGHER THAN POINTS "B" A B MAINTENANCE: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. AND ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE LIFE AND THE BARRIER MAY STILL BE NECESSARY. THE FABRIC SHALL BE REPLACE PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE. PREPARED AND SEEDED. PLACEMENT AND CONSTRUCTION OF A SEDIMENT FILTER BARRIER 17 'A" MODIFIED "S" CURB & GUTTER TOP OF BITUMINOUS BASE NOBLE ROAD 12 0 „ 12.67' 12.67' r SOD W/ MIN. 4" (BACK OF CURB) (BACK OF CURB) z (TYP. ) 4" TOPSOIL & SOD 8612 CURB & GUTTER SURTMOUNTABLE "S" SURTMOUNTABLE "S" CURB & GUTTER CURB & GUTTER L GOVERLAPLMINAB2Iq. TYPE V TOP OF SUBGRADE 1 1, 2" TYPE 41 BITUMINOUS WEAR COURSE (PROPOSED) #2357 BITUMINOUS TACK COAT (PROPOSED) 2 TYPE 31 BITUMINOUS BASE COURSE (EXISTING) 6" - CLASS 5 AGGREGATE BASE (100% CRUSHED) 12" SELECT GRANULAR BORROW (EXISTING) GEOTEXTILE FABRIC (EXISTING) SENIOR CENTER PARKING LOT TYPICAL SECTION NO SCALE 0 0 n .- �. ( 1 4" RIDGID PERFORATED PVC DRAIN TILE ENCASED WITH GEOTEXTILE FABRIC 2" TYPE 41 BITUMINOUS WEAR COURSE 2357 BITUMINOUS TACK COAT 2" TYPE 31 BITUMINOUS BASE COURSE 6" CLASS 5 AGGREGATE BASE 1100% CRUSHED ROCK) 24" SELECT GRANULAR MATERIAL GEOTEXTILE FABRIC (TYPE V) TYPICAL SECTION CITY PROJECT NO.s 9520 & 99 TY PI C AL SECTIONS Tu a 0 - lx V 6 r E�4 g ° o ti !Y�'N rl h O d kn y � r a N O h O z � o •� rig ~ � o ON ON V SIR C Z $ z w i z w z ll� +t z SHEET 5 OF 12 SHEETS) 13 JAN IUU 1U; \1074.25 \CCd \10 0 0 O M 1 Z O m N O V) 2 M M 0) O T N M M 350 Westwood Lake Office 8441 Wayzata Boulevard '/ SB Minneapolis, MN 55428 — e1z- 5414900 XE AAwdalm Im FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS W M Z n z = 1 O v � Z � ITt 3- M CC)< < v mo <a Z x� n r p r -4 r � co CO : 0 mm m N O N r -lm no WPm O1=< - --1 xo >rn Mx-i CA r) xmosm o <D mo <m <z —zm r0-0 3 E Z /1N < O O m m 0 0 m D m� m r M < " aZ N_ mf0 D ZED17 Z myDm ��X C)ma -1 m m -i xo22 ovm tim M mr . O O O < >m C)n� Z l mm <a Am 11 p , r n mx< / rmc oF- / — OZ i m< � am / aM Z \ l� II I� /p P2� N II II C �m II —am Z n ;0 I1I C < rn \\ m zvx q < r m M \ a - q PI) O --1 mm mm ;r 00 < m N xc o-n mD zm . a Z U C) 0 N i o O Z M Z x n N 1 f m O m x , ED m 0 C) Z cm nmFIT Cm O m a < mZn mvr d� d `p! /0 / CD A N O • f o• � hm / c m < j . \ m P. m 0 a m r\ � ,: N °a Z r Cr< n morn Z N - 4 00. 3. z ... Z N 0 a N M Z O 17 n M Z -- I M r 1 N 1 o m �m m N m m mm -4 m am r N CO r m G) M Z 0 IHEREBY CERTFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR IMOER MY DIRECT SLPPERYISION AND SCALE' AS No= Senior Center - Drainage Improvements THAT IM A DLLY REGISTERED PROFESSION& ENGINEER UNDER THE LAWS OF THE STATE OF IANHESOTA PLAN DTX DESIW DT JD GDM City Project No. 9520 CNECXED !T� PROTECT x01 DONALD W. STERNA, P.E. 1074.25 Shorewood Minnesota DATFI 1/18100 RFD. 19103 RECORD CWT RT+ DATE NOI EXPLANATION to I I I to I IN I I0 O I IN I to I I� I IO I ILP I to I ILn I I� ell -4 x11n 0mm00 �Z m;O nNamm zns?n ) NMO -4 <xo -at) M 0 m -1 m0zo 0 m -1 -1mmx mc)ma 0 D F-1 > Z mm < a N m Z r Z < ' 01 -> roman a o ;u mom 0 Z -4 N N O - m 4 Z m m r . 1 m m m gm \ 4 , - m I Z x n m -1 a0 aC NO . z r o N C) M mm mm m o m C Za �n m m -1 -1 m m N o C'1 v m r Wa < N H N .. (A mVE r. 3- or m m Z Z m m I 1 0 m o m 1 C:) m m n N m ;? 0M m 0 a m m X M z— n 0ZZ io C 0 0 0 � MCS 0'1-D 1m m � r<*1 m a n °z zz '9a as m m °z M Z m ° zA m ° r � a 0M � D zcm v; n m m m N = C) N m Na m C) a n Z 0 z m Z N mD C,m m N � o ON D °r 0 m C) > m. O ^� Tx Z n m �m Z m O— ?c O 0 m 1 r < x m z c m p s m m r m o -/ r Z N Z o -1 T^ o m Zi SZ < 0 N � m < CD M0 r N O m a � x c s r °10) Z D p t0 r Z co o' fs r m G) M Z 0 IHEREBY CERTFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR IMOER MY DIRECT SLPPERYISION AND SCALE' AS No= Senior Center - Drainage Improvements THAT IM A DLLY REGISTERED PROFESSION& ENGINEER UNDER THE LAWS OF THE STATE OF IANHESOTA PLAN DTX DESIW DT JD GDM City Project No. 9520 CNECXED !T� PROTECT x01 DONALD W. STERNA, P.E. 1074.25 Shorewood Minnesota DATFI 1/18100 RFD. 19103 RECORD CWT RT+ DATE NOI EXPLANATION to I I I to I IN I I0 O I IN I to I I� I IO I ILP I to I ILn I I� ell -4 x11n 0mm00 �Z m;O nNamm zns?n ) NMO -4 <xo -at) M 0 m -1 m0zo 0 m -1 -1mmx mc)ma 0 D F-1 > Z mm < a N m Z r Z < ' 01 -> roman a o ;u mom 0 Z -4 N N O - m 4 Z m m r . 1 m m m gm \ 4 , - m I Z x n m -1 a0 aC NO . z r o N C) M mm mm m o m C Za �n m m -1 -1 m m N o C'1 v m r Wa < N H N .. (A mVE r. 3- or m m Z Z m m MILL BITUMINOUS PAVEMENT OR OTHER APPROVED METHOD BY THE ENGINEER TO REMOVE TEMORARY PAVEMENT FOR PAVEMENT JOINT. \\ OVERLAY EXISTING PARKING LOT 0 20 40 WITH 1 TYPE 41 WEARING COURSE � 3 o \ \ e \ PEDESTRIAN RAMP d`$ Nj No m H � �WU ; \ 9 , \ TYP. INSTALL PEDESTRIAN y�Y RAMP (INCIDENTAL) \� 5 L p r Q k V � cc � �C�C d •t� \\ \ Q • i ce . O LEGEND EM s, MILL BITUMINOUS PAVEMENT \ ® SENIOR BITUMINOUS OVERLAY. TYPE 41 WEAR CENTER e ljz ey e• \ � �� y W ADJUST CASTINGS TO - 0.05' BELOW \ \, \• \\ `, \� gol� z FINISHED WEAR COURSE GRADE \ io z $ eye , •� n _ � i 9 O N N v n FcTYPROJECT NO. 9520 BITUMINOUS OVERLAY/ STRIPING PLAN SHEET 7 OF 12 SHEETS °6 J w J d w Q Q (.D F- U Q V) V) > z O J - Z a w a V) cr J .a a� 0W-tYS XVi U10 .101d0J OMIJ3Y f0 L6L , 0N -038 00,91,t =3100 alosauuT `pooma.4o LS 3 g o ►,', M r SSW p3eneinog 9lazdeM L449 U 5Z'Y10t lON 103r0Yd +a0 03333„3 '3 'VN9315 'M 01VN00 l.� 01053„11 3 31015 A 30 SMVI 3M1 tl30Nl1 tl33N1�N3 1VN01153308d 03tl315p3tl AYIO 0 MI 10„1 OW NOISIA83ddnS 133810 AN 830Nn NO AS 03 43tld SVM OVSV *ON 4340 ad AD � sl o9cuie.iQ - .[a�uaj d J AGO ue rnls3a 9r uS Nay cc a 3180 0310„ 53 13113S M0113x3y33 'ON WISIA3N 180d38 NO 'NOILYJIJJ3d5'W0 SIN1 10„1 AAiV3J A93041 °6 J w J d w Q Q (.D F- U Q V) V) > z O J - Z a w a V) cr J .a a� 0W-tYS XVi LiJ 0091'tV9 - 3 g o ►,', M r SSW p3eneinog 9lazdeM L449 U e01w Goon sW 09E w 1•�. l.� U J a cc a O W U ��o Z P �A a P. U) o t II 11 cc E. �\ w 3 a- O � U T LL Z _ z 0 O J F- � F- U z w a� z w J O W N > j Q cr 0 WYm 3 rz3 / a wcr O w F- J.t1 cr U z O U F- Z) U 3 Q V) m W U w F- w F- cr z U z O Oa U V) w > 2 0 ~ w O cr F- W W U Fr O W V r� 'g T ' a SN3NNMId - S1133NION3 - 3unio 1HI MANI 0W-tYS XVi LiJ 0091'tV9 - 9ZK9 Nw'91pdeeuuiw SSW p3eneinog 9lazdeM L449 U e01w Goon sW 09E W I \ n \\ Uj F- w z O 1 F- O i U V) � } V) W W U) N t— LL Q Go W W O O LiJ N F- Q LLJ U Z W l.� U J a cc a O W U Z z � G� U) o t Ln O LiJ Q U Z O Vi U W a cc CL U IP')aPMS \P \SZ' 6COl \ :l 9£:S£:OL OOl NVr 21 10 -CM '03. -3110 '3'd 'VN8315 'A (IlYNOa W11-11.3 11053NM1 J 31115 3H1 ! S-1 3N1 w30Nn u33N10N3 wwxsuJ omustou Ava v mi Lwi 0310N f1 131r]f OW NO 83dd11S 133HO AM bW W Ae 03Wd35d WM lbOd33 h0'WiV3IJ33a'Wld 9HI IVHL AJ1433 A83W3Hl 73losauEaW 'pootA3joqS jo �!0 z 0 0 0 z 0 rn D rn V) (D C\j co C0 .. > . .......... Z Lo cr 0+ C) N 0) 0 cr CL z PT 43+06.3828 LLI U) O . . ............ . ......... . ...... .. ..... .. ............... ...... ...... ........ ... GU ZN3NOI iNV*dD ........ . .... I ... . ...... . ;7 3. V) W cr 0 :1 -0 z I.- S z In 0 0 z 0 rn z rn V) (D C\j co 0 z .. > . .......... Lu F- Lo In 0 Er Ln LAI > Cd 0 z 1= ._............___ . .. .............. z �r V) 04 D I V) 0 z 0 cli V) w Ld Lu F- Lo cr C\j N 0) 0 cr CL PT 43+06.3828 O . Ln v o % �: ; C"j In Er Ln LAI > -i z 1= ._............___ . .. .............. z �r W C) 04 .. ..... .. .... L.d 0(r x 0 Lu F- N Lr) V) z 0 U 3 tr C LLJ w > 0 Ln 2 0 W cr ui z . . . . . ....... m Lr) rl) ,zr 1 -0 c Im zill 5 I-T m We q 1066 'ON WfOld AD uopm.i1suomd pvoH alqoN S213NNVId - SH33NION9 - 3mn.LonHisvm:INI ooLv&l oow,vs-zlg CC 92499 NV4'2!Pd—U!W p"noe p-AeM L"q 00 910 0 1 8 1 Doom~ ose co co N U- 0 M LU uj m ri) z .5 0 2 LLI w Q) 0 LU z :5 LU 2 r,l 0 z W 3 0 0: 0. 04 LU z o 15 N 0) 121: r- 0 0) uj ui 0 m ...... .... ..................... ............... .... .............................. .................. ... .......... ............ - ............ 0 + ui ............. . ............. ... ............ .. ........... .. ........... .. . ........ .... .. .. .. ......... ... .... fA W z co . . . . . . . . ........... ..... ............... .......... ............. . . ... ....... 0 + . . . . . . . . . . . . . . .... ........... ................ I ._ ............ ............ zz w LU uj w ....... . . . . . . . . . . . . . . BS E-6 . . . . . . . > < a. CL . . . . 1 . . . . . . . 0 V) (A S D 0 0 z ............... .......... ........... ...... . . . . . . . .... ........... ............. . . . . . . . . . . 90 9E.6 Z .......... ... ................ .............. ..................... ................... ............... ui D > u 0 . . . . . . . . . . 3C 2 w V) it ............... .................. ..... . .. ............... C c , eo GE•6 ......... ................ .... ............... . .... a . ......... UA ........... .... . ............... Z 6E.6 L . :j . . . . . . -E . . . . . . . L) 0 C) CL ..... ..... .......... .............. . ........... ............ . ... . ................ V ! . . . .......... ......... . .............. . ............ . . . . .09 6C.6 T z .... LU a: z w 0 ............. ............. ...... . ............... .......... ... ....... ............. .. ............... ................. ....... u tn cr . . . . . . . . . . . . . . . . V) z 4 x 0 0 In Z a3 .. ....................... .................... .............. . .... .... .............. p . . . . . .... ......... ... ............. ...... ............. 0 0+ ca Lu 20 a: C .D K-C LD -C 0 Z > . . . . . . . ................... .... ............... .................... . .. ............ ............. .............. . . . . . . . . p . . . ......... . . .......... . . : x ui 2 N . cli ................... . .. ........ . .............. .. ... .................... . ..... cr t ..... . .......... + C) ................... ......... . ........... ............... ... ............ fA .............. ........ ........... . .......... .... ............. . . . . . . . 26 l6i:.6 w . . . Z 1. .............. . ......................... ....... ..... ...... ........ .......... 00 L b ' 6£6 ......................... ..................... . . ............ . .. Yi. ............ ....... 2 ji . . . . . . . . . . . . . 0 . 0 .............. .............. . .... ............. .......... SZ 82.6 + I li .... ............... ...... .................... .......... . ..................... . . . . . . . . . . . . . . . . . . . . . . . . . C o l ......... . .............. ............... .... .... ............. . . . . . . . . . . . . . . V i . . . ............. ....... ........... .......... . . . . . . . . + ............ ............ ...--4- ........... ........ ......... ......... . .......... . . . . . . . . . ... . .............. .... .......... ..... 0 C) .............. . .... .......... ........ ..... ............... ................ ............................. ...................... .. ...... ............... + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. .................... . ... ......... ......... ........ . ....... ..... ......... ............... .. ............ . . . . . . . . . . . . . 2 0 .............. ............. ....... ... ....................... . . . . . . . . . . . . .... ....... . . . . . . + 0 ................. .. ...... .................... ........... ............... . . . . . . . . . . . . . . ..... ..... ......................... . . ...... ..... .............. . .................. ....... ............... .......... . . . . . . . . . . . . ......... .. C O ............ . ... ........... .... .... .. ........... .. ............ ......... ....... ..... .... . ..... .. .. ....................... . .. ... .............. 0 + 0) uj Z . . . . . . . . . . . . . . . . . . . . . . . W uJaw ..... .... ......... ............... .................. .......... . . ...... . . . . . . . . . . . . Y<w cn U Z=� WZU) a 0 w 0) N m O 10 co � 06 co co N U- 0 M LU uj m ri) z .5 0 2 LLI w Q) 0 LU z :5 LU 2 r,l 0 z W 3 0 0: 0. £0 t6t ' -03tl 00 /9t /l '31ra '3'd '1NN315 'M O1rN00 .1a N01s30 .Aa NYId V105— i 31115 311 30 S-1 3M1 Y30Nn L33NkIN3 1VN015S3A%d 03WLS103M AVO 1 WI 11111 NOI lYWldY3 3110 anam SY '31Y0s MV N=Aa3ddn5 133NIO AN U30M YO AB 03Wd -d M 'ON NOIf 1�W 1aOdU NONOIl'O1d1O3d5 SIN1 11H1 Al1M30 A8U311 Fil Y� O 2 IOSauuT M `poomajogs JO f4io 1066 'ON 1aafo.>Ia 1 4!3 uopwisuoaag pumd aigoN w oog 0 ^} = o Z ii �. v VI O ww = o > -ia•o u a. U = CLw L" X O J W O Z� J 7H n (n 0 W�� <OU O 20I ZQ O + Z <� V<� ` V7Im0 Nw 0 V WN <a Z H v Jx o 3 0 =WO i k. w 7 Wo w �r W lA w 1 \\ L Z Z Q _ 1 CO } _ 0 (21 ZN3U011NVUE) U 0 31 d0rtl 0 1 n 035010 OrOY W ° 0 : I W O O n Z J n O 1 0. :.. ?0� O O �t.f) Q VIN > Lf1 W vi--w `r .. ........_ - i < ! I I H VW cr AMaO 118 ,OZ '99+ ILI U OC Z W W ( k -i Y L z 1 J W W. Q N r 0 I O MY .Z C. d �a Ln ¢(n zoxo >N O� (ar(n O O]� OIL UJ 1 1 I L....�:�I-QJ 23C7 4-QWO wwr¢< /Inl3ln x L0 F I' VQW� •U vI - LO j' �- , n w m pL p N 1 ll �f " >�=7 m HQ... W p ...........__ ................' c 1�' J -U� W °d^ ll ZZ H01VW I < L.2 N 3: d ELw> AMC 116 1 4Z 'LL+ I; . - _ ................, II r o D_ - 1 ^Ca L la LL HO1VW w� w AMaO "118 ,SL '£b+ 03 W- 00 O I < -VI °Ind L.IVAZUVf �1 0� o - zo <wo I j!! d�uK O F- 0I -u I li r OWZ<J ¢I•-cr0 Q oZZ O UYH O I mOOKO- In s -(` VI �• 1 - - -W�V (.7 M • I zz � ZNVI >MZ Z Ap ll ,ZZ HO1VW.: UJ O OWWQW- Z� -j UP AMaO 1 ' _9. {_...`.Z£ +! 1 c�¢¢aI- -c -j (! �I N I- Q W O I OI L) kA c3vY< ww cwm "I nl 12I LL HOlVW 0 >�x7 o <d�o o>' u, W3. 2m f ;( Cr V,I Jw I` m� N 4.. -. 7 d v rj v q 1 11;. O N l H oVt x 1 AMao 119...s.G ...... . ... L.J# 1 i' ' 1 , la ZZ HOlVW AM2i0 118 , 9 L • 86+ Ln /I M PT 43 +06.3828 c N 9 in ROW CLOSED o ` 9 To ._.._. _. _........_. .....: TN(%1 TRAFFIC 2 O �• Z 7J Ln O� O U ON t0 V Z N r / w' Ln i O �0• O Cl N + ,- M L) - W H Za i ca (A U d \ - F / ROAD WORK ANE AO 1 W� O O � W Z Lu _J J YQ� QCW 2 ui C69 [ — u U) mica SN3NNV-Id - SH33NION3 - 3unionH1SVNdNI OOLL X13 '�r9 009 ►L45 - ZI9 9Z4S9 NW'2!10d —U!W SS�LI panne BIGzAeM L449 - GOWO 9 4 6 1 P BM 09E cc I ICI IcI I "I 1 C21 1oI Im a . :.............. ............._ 0 0 .._.........._ ... ..........i...._ .............. _ .........._...... . . . . . . . . . . . . N . z . ... .._ .............. _ ... ............ ............ :...._.._.........._ ............ _ ..................... ... _. _.............._ ......_... ....... _....,........._ w In ar . . . . . . . . . . . . . . . is b . . . . . . . . .00`06 +6L1 c b1S.OdA x .l.l N0IlOR2l1SN00'aN3 Q 3I B'L •L£6 A3 1dA oao . . , m:N 4 00 '0£ +6# _ IV�S• 1dA Q 0 0: t0 Rin .......... ........ ..... .......... Q 4 l I. <;. J m 0 . . l•I u3 7 .V) w v O . . . . ................... ............ .o .. o..............:.....-.._....,..................... ... .................I...j......... >; > U Y Z £9'8£6� il3 0dA ' ......_ . .................- Bb'8£6 i . . . . . . . . . 170'0£ +90 W(V 5 ZW . . . . . . . . . . . . ................... _...5.........- ............... i.... _.............. . -. -. ..--. -. _...._. _............._, ......_... _...... .....:........... E •SB' B£•6 Xu. I. Q cr . �...`..i . R . ....... . . . . .U'6E.6 �.�. . . . . .a. . . . . .a C L l . ....:..... .. ........ _... i . .......................i...._.. ..._ ........_...... .............. ' o 09'6£6 + . i . ill... ......................... :.............. _ ... ..... 1.0 ' Obb..E. i1p. 1 dA ....... b. Lnyll 00'Sb+ g 16'6£.6 0 . o . . . I I 00 :.......... ..... .........i............... -I._.. i ... ..................:..... Ln: Ln o _.._ -- - - -- r- . - - - -- .9Z'Ob•6 � c:v II. . . . . . . . . ZK. . . . . . . . . .. ..._ .............._....:. 11.... W....•.... Q......................_.:........... ..............:I.....- .......... ................., I ......_........... .,_ ,. ................... Q: J n Q .S£'Ob.6 In;W w 7 0: l l . EL ; . . . . . a I; £Z Ob . 6 VI . . . . . . . . . .W I.I 13.OdA `.' ..._. _......_. i .......... ....... ..:...._.. ... of o +�: 00':Sb +bb l: 1'S• NA Z6 6£•6 o o; 89'6 ' F '13' 1'dA K:N o QO'Z,Ztt �V1S. 1dn ... _.._...... n' Ql �' .- ...... I _ .y ...... �...- .. O m m : Lb'6£•6 v II ( II• Ld ID: . . . . 1 . . .Z.I . . . . . . . Q o' VI: N O: I ...................... .:.-.. Vi ...µ... }I..<... _ _ _ .. ....:. _. K .� ..... ......... >.> .. _ .... .26 856 95' Bf , _ 13 Odj\ ' M . .. o0. .Vis �dn . . . . = 13' IdA j b'Z'B£6' ..................1 Il m 00'•66+Zb V1S•OdA p Sd'856 N0I10nHISN00 MESS: I II II w . . o o _. .. . .. _ .................Q ............_I...... ........... .Cf. 1. N, .............. _.............. _ ............ i.....-.......... N...... i........ ...... ......................... ................... .. ..... ........ _.. ...... _........... .............._.. �...I.. . . . .W. r A = !j P s t.... ....:... ............... ......... s............. ..........:......._.........._. ................. ............ ................. _ ._. .. .:: o 1 m Q i 0 y ... }. ... ...... in. d . . . o x- A. e; wv. . . . . . I- z I. D - - w '-'. I. J .. -o. Z' >..T; 0 0 .................. . ......................... .......... + 0 U: U Z v rL Z Y Y � . . VID• } !Y 7 J J 0. , bZ +zt, ! z . . . , . °o ................... ..... :........._..............:.....-.............._.... :......................... :... ............ .........:... si........ _ .................- ... .... ...... . - ..... _ .................- . . .A- L90£ -2F HVN3.3N . . v (.V103,>b) ZZ•' 01 °o . . . a m IT 1 5Z'" 1 2S+60 w o ��+ . . . . . . A- 190£ -2! HVN33N � (Vt0 tZ,'t£6 Ipl :. a , m . v. I 0 ,Ol .... A.-490E-El HVN33N � ....IL = n o • (.V10 „LZ) Z£'L£5.01 o ^. C �� 0 . . . . � la. SZ'.L L f ZY+6b = 0- .Cr. N.•O. �... VI > ......... ............. ... ..... ......_ .......... _........ .. .. ............. .. . ... .... ... t'I -J. I N .W. H . . . . . . pJ . . . .Z. - 9I 1 - 9I 1 11 1 WI 1 "I 1 oI I A \000\nn'LCU\a W W N_ LL O O i1' •1. O' Z F- U W O Ix a U fOL6t � 0N0 00 /ML /t 'mra 3110 uB .d0] Otl]]30 '3'd 'VNtl31S 'M 01VN00 x0I5im �.6 NVL I'll" JO 31V11 11 JO 1-1 11 tl30N0 tl33NI lYNOISS330tld 03N31SI03tl AVID V MI 1Vn1 31r0 031ON Sr 131r]S ' NOISIAtl3d 133tl10 An 830W1 YO A9 03NYd30d WM 1OIlYNYlJ77 OII IN11f IN3tl lWd3tl SD'NOIlY *W3dS *W1d 9n11VN1 "1837 A830H1 inosaumW `po omwo% jo A!D 1066 'oN ;a rOJ J Aid uopanaisuoaag pvog algoN SL3NNMd -. SN33NION3 - 3urkionVISVMdNI OW W5xlj J4 /'pNML]OYY OOwtv9-M � A /I/ W 9ZK9 NW '9 pde -ujW U) W"noB iq-A&M �6V9 - SOW emel Pooff1 09C N LL O I W W 2 CO) z O H U W CO) 0) O U O z U W 3 O CL U \:I LOt6t `0N ]w 00 /BL /L '3 1ro '3'1 'VNURS 'N OIVN00 CAB —IS3O I ". NY Id Y105— 30 —1V .1 !0 —, 3N1 N3O OW NOISI0 B3xN wN0so,oBd 03N31smu Aw V YW1 1VN1 31vO 031ON SY �31Y]S OW 103SM AN B3OW1 NO AB 03Wd3Nd WM N011YNY1d33 pN W-AU lWd3b NO'Ng1Y011334 - Wd 9.1 1YN1 AlIN3O AB3tl3Nl vlosaum `poomo.Iogs jo �T.0 1066 'oN ;aa[oaa Aid uoi ;3m4suoaag ptog algoN S213NNV'Id - S2193NIEJN3 - 3unio Hiswmi (n . , . . . . . , .O { ,� .O I .O . . . . LLI O0wWs .I w M a .... 1 ....... 9ZM NW'silod —uiyy SISAM . . .. ............... PI"no814 -AeM L"q { 00!10 9*n Pa0M199M 096 v _..Q. (V r LL O N H w w U z O F- U w N N N O U rn O z F- U w 3 O w a .... ....... ............ ............... ....... . ........... * ............. ............... ................ .... ICII \:1 . , . . . . . , .O { ,� .O I .O . . . . 0 Q .I M v M v Cl al I M O? . . . . . . . . M a .... 1 ....... .......;... . . .. ............... { .............. ....... ............ .. . . ... ... .............. . ...,..... ... _..Q. I. L �J j... �i .... .............:.. ...... .__..... .. ..... Q . ...._.... ......... ,. L ..... I . I .. L ._ .................. I .. .. ... I . L. I �. .... ... . { l ... ............. ...... _.. .. .. ........: ........_ ... .... ... . .. .... ...... ................... ... ... ... ..... . .. ............. ........... .. ... .... .... _ .... .. ......._... .... .... .... .... .... .... .... .... Q . . _ ml ......, .. . _ . , ....... ... ............ _........ ... ....._........... ..... Im kJo ICII \:1