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1996-06-03_STRAWBERRY_LANESTRAWBERRY LANE STREET, STORM SEWER AND WATER SYSTEM IMPROVEMENTS CITY PROJECT 95-17 CITY OF SHOREWOOD, MINNESOTA Goose Island --7 Lock e Poi Spray Shady Islan Island LAKE MINNETONKA Crescent :\ UPPER LAKE Beach 7' PROJECT LOCATION CITY PROJECT 96-17 TONKA ECHO BAY Gale Island- ,\ BAY j, X0 N 990 POP. 1 15 If-MITCEMN INDEX SHEET N0. DESCRIPTION I TITLE SHEET 2 TYPICAL SECTIONS & DETAILS 3 DETAILS 3A TRAFFIC CONTROL b DETOURS m 4 9 4-8 STORM & STREETS E 9-11 VATERMAIN 12-15 CROSS SECTIONS ail GREENWOC 1990 POP. La W - 3 gc ST. A BAY 11111111 "4',1111 IIIM�M)1�" A ej TO 0 a j e ZA' F . goo 450 0 900 1800 SCALE IN FEET 17 c 15 If-MITCEMN TYPICAL STREET SECTION STRAWBERRY LANE 1 . 2. F VARIES VARIES —t.5' CLEAR ZONE 3. (TYP. BOTH SLOES) 5' 12.00' F -F 16.00' F-F 3:1 8612 (TYP.1 PROFILE GRADE gN 5. 2% 4 ___ _2.0: 2.0% 2 % 3 typ I 6. / 6' MIN. —( I L— 1 -1/2 - N 2340. TYPE 4t B(TUU(NCUS WEARING COURSE L— K 2357 81TWINCUS TACx COAT 6' P.Y.C. PERFORATED PIPE 21•{ CEOTEXT LE FABRIC - +4340. TYPE 31 BITUMINOUS BASE COURSE WRAPPED I WITH TYPE 1 8• _ CUSS 5 AGGREGATE (100'A CRUSHED ROCK) (SEE LOCATIONS ON 24' SELECT GRANULAR BORROW PLANS) (TYP.). TYPICAL TRAIL SECTION HENNIPIN COUNTY TRAIL 2' SHOULDER 10' TRAIL BOTH SIDES ( TYP. ) SLOPE VARIES —� 1 1/2:1 TO 4:1 4' LIMESTONE SOIL STERILANT NOTE: SOIL STERILANT IS REQUIRED TO BE PLACED ON SUB -GRADE PRIOR TO PLACEMENT TO 4' LIMESTONE TRAIL. ALL TO BE INCLUDED IN THE UNIT PRICE BID PER SOUARE FOOT OF LIMESTONE TRAIL IN PLACE WP.E FEENCNG PLAN OF AEENAN NO.R-3067 W /VANE GRATE� / DRAINAGE WAY SET POSTS AND 2 STAPLE THE "E s A EXCAVATE A MESH FENCING TO RIP RAP AT RCP OUTLETS A"X 4 "TRENCH EACH POST TRENCH LPSLOP£ ALONG THE 40200 4 "X 4" LINE OF THE POSTS CONCRETE CURB 3 GUTTERS 7111H FILTER FA3RIC -+ ATTACH THE FILTER 4 BACKFILL THE TRENCH FAaRIC TO THE A - a — /NO COMPACT THE WIRE FENCING AND EXCAVATED SOL THE TRENCH COM BACK BOTTOM PLAN OF AEENAN NO.R-3067 W /VANE GRATE� / DRAINAGE WAY 3006G I I A s A 1 ( EL EVATICN: RIP RAP AT RCP OUTLETS POINTS A" SHOULD BE CONCRETE PIPE TIES HCKR THAN POINT "8" B) Maintenance L FILTER BARRIERS SHALL BE INSPECTED MECIATELY AFTEIR EACH RMFALL NO AT LEAST DAILY DURING PROLOHCED RAIFALL.ANY REQUIRED REPARS SHALL BE MAOE WEDIATELY. 2. SHOULD THE FABRIC DECOMPM OR BECC.E INEFFECTIVE P" TO TVE ENO OF THE EXPECTED USEA@LE LFE AND THE BARLER STILL BE NECESSARY. THE FABRIC SHALL BE REPLACED PROMPTLY. - 1 SEDIMENT DEPOSITS SVOULO BE REWOVEO AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER- C ANY SEDIMENT DEPOSITS REMAINING N PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED. SHALL BE ORESSED TO CONFORM WITH THE EXSTNG GRAOE.PREPARED AND SEEDED. PLACEMENT AND CONSTRUCTION OF A SYNTHETIC FILTER BARRIER END SECTION TYPICAL RESIDENTIAL DRIVEWAY OPENING DETAIL I BAS48 OF PLANNED QUANTITIES I 1. BITUMINOUS BASE COURSE (2331 - TYPE 31) 5.0% BITUMINOUS MATERIAL 110 POUNDS/ SQUARE YARD /INCHES OF DEPTH 2. BITUMINOUS WEARING COURSE (2331 - TYPE 41) 6.2% BITUMINOUS MATERIAL 110 POUNDS/ SQUARE YARD /INCHES OF DEPTH 3. CLASS 5 AGGREGATE BASE (100% CRUSHED ROCK) 105 POUNDS/ SQUARE YARD /INCHES OF DEPTH 4. BITUMINOUS TACK COAT - BITUMINOUS MATERIAL - 0.05 GALLONS / SQUARE YD MACHINED BEARING SURFACE A ND COVER M ANH OLE CASTING LT 1.1/2'1 - > - - - - - I � n r 36" CONCEAL - ED PICK HOLE NOTE MANHOLE FRAME NEENAH 4R 1642 OR APPROVED EQUAL BRAND TYPICAL MANHOLE FRAME & SOLID LID DETAIL 5' 2' 5' o il f - 12' Ba1z MotE 18 TRANs GUTTER W CB's 1 tHc[DENTAL To 8812 CURB 1. GUTTER 12' TO CENTER OF STRUCTURE F`N LINE SHALL U WIN. O -V BELOW TOP OF CLRS MAIt+CLE COVER TO BE 43' O[A. CRETEX TYPE II WITH 24' X 36' SDUARE CP£NING NOTE SI 1. BASE TO 4E GROUTED TO W FORM A SM[OTH INVERT TO CUTLET 2. PIP£ CUT -CUTS TO BE LOCATED '.HER£ REOUIR£O SECTION A•A CATCH BASIN MANHOLE FOR STORM DRAIN MIN IWL'M OF Anus TIEN r CURB INLET FRAME ANO CURB BCx NE.NAN NO.R -3067 V WITH 3' RADIUS ANO TYPE DR OR DL YAK GRATE DEPENDING ON THE OIRECTION OF FLOW. (TYPE DR IS SHCWNI 20' DIAMETER CAST OPENING PLAN 3 -1/2' 2 RINGS 3t' 24' ? A I N g L PRE - NOTE: SECTION A A REINFORCENG TD CONSIST OF M BARS AT B' O.C. BOTH WAYS METAL PLATE TO BE INSTALLED OH ALL INACTIVE SYSTEMS. PLATE TO M REWCvIIO. WHEN OUTLET IS CONNECTED. USE A DC :SLE LINE OF RAM -NECK GASKET BELOW THE PLATE. PLATE SMALL NOT EXTEND BEYCND STRUCTURE. STANDARD CATCH BASIN FOR STORM DRAIN GENERAL NOTES ALL EXCAVATION SHALL BE CONSIDERED COMMON EXCAVATION. DISPOSAL OF EXCESS REMOVED MATERIAL SHALL BE AT NO ADDITIONAL COMPENSATION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. ALL BITUMINOUS DRIVEWAYS. INCLUDING EXCAVATION SHALL BE PAID FOR AT THE UNIT PRICE BID PER SQUARE YARD. WHICH INCLUDES 2' 2341 WEAR d 6' CLASS 5 (100% CRUSHED ROCK) IN PLACE. ALL GRAVEL DRIVEWAYS INCLUDING EXCAVATION SHALL BE RECONSTRUCTED AS DIRECTED WITH 6' CLASS 5 (100% CRUSHED ROCK) .S PAID AT THE UNIT PRICE BID PER TON. THE 6' P.V.C. PERFORATED PIPE. WRAPPED WITH TYPE 1 GEOTEXTILE FABRIC IN PLACE SHALL ALL BE PAID FOR AT THE UNIT PRICE BID PER LINEAL FOOT. THE FOLLOWING STANDARD PLATES APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION SHALL APPLY ON THIS PROJECT MnDOT STANDARD DETAIL PLATES PLAN CURB INLET FRAME ANO CURB BQx AEENAN NO.R-3067 W /VANE GRATE� / AND S' RADIUS CURB BOx 3006G BACx 31 DOG MINIW -U OF TVO 2' 31338 RIP RAP AT RCP OUTLETS ADJUSTING RINGS CONCRETE PIPE TIES 4011E PRECAST CONCRETE BASE 40200 MANHOLE OR CATCH BASIN t r • -- ' 2 � CONCRETE CURB 3 GUTTERS 7111H INSTALLATION OF REINFORCEMENT OF CATCH BASIN CASTINGS CONCRETE CATCH BASIN STANDARD BARRICADES 4 ' MANH AND BASE TO BE _ CRETEX TYPE 4338 OR APPROVED EQUAL 12' TO CENTER OF STRUCTURE F`N LINE SHALL U WIN. O -V BELOW TOP OF CLRS MAIt+CLE COVER TO BE 43' O[A. CRETEX TYPE II WITH 24' X 36' SDUARE CP£NING NOTE SI 1. BASE TO 4E GROUTED TO W FORM A SM[OTH INVERT TO CUTLET 2. PIP£ CUT -CUTS TO BE LOCATED '.HER£ REOUIR£O SECTION A•A CATCH BASIN MANHOLE FOR STORM DRAIN MIN IWL'M OF Anus TIEN r CURB INLET FRAME ANO CURB BCx NE.NAN NO.R -3067 V WITH 3' RADIUS ANO TYPE DR OR DL YAK GRATE DEPENDING ON THE OIRECTION OF FLOW. (TYPE DR IS SHCWNI 20' DIAMETER CAST OPENING PLAN 3 -1/2' 2 RINGS 3t' 24' ? A I N g L PRE - NOTE: SECTION A A REINFORCENG TD CONSIST OF M BARS AT B' O.C. BOTH WAYS METAL PLATE TO BE INSTALLED OH ALL INACTIVE SYSTEMS. PLATE TO M REWCvIIO. WHEN OUTLET IS CONNECTED. USE A DC :SLE LINE OF RAM -NECK GASKET BELOW THE PLATE. PLATE SMALL NOT EXTEND BEYCND STRUCTURE. STANDARD CATCH BASIN FOR STORM DRAIN GENERAL NOTES ALL EXCAVATION SHALL BE CONSIDERED COMMON EXCAVATION. DISPOSAL OF EXCESS REMOVED MATERIAL SHALL BE AT NO ADDITIONAL COMPENSATION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. ALL BITUMINOUS DRIVEWAYS. INCLUDING EXCAVATION SHALL BE PAID FOR AT THE UNIT PRICE BID PER SQUARE YARD. WHICH INCLUDES 2' 2341 WEAR d 6' CLASS 5 (100% CRUSHED ROCK) IN PLACE. ALL GRAVEL DRIVEWAYS INCLUDING EXCAVATION SHALL BE RECONSTRUCTED AS DIRECTED WITH 6' CLASS 5 (100% CRUSHED ROCK) .S PAID AT THE UNIT PRICE BID PER TON. THE 6' P.V.C. PERFORATED PIPE. WRAPPED WITH TYPE 1 GEOTEXTILE FABRIC IN PLACE SHALL ALL BE PAID FOR AT THE UNIT PRICE BID PER LINEAL FOOT. THE FOLLOWING STANDARD PLATES APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION SHALL APPLY ON THIS PROJECT MnDOT STANDARD DETAIL PLATES PLATE NO. DESCRIPTION 3000L REINFORCED CONCRETE PIPE 3006G GASKET JOINT FOR R.C. PIPE 31 DOG CONCRETE APRON FOR REINFORCED CONCRETE PIPE 31338 RIP RAP AT RCP OUTLETS 3145E CONCRETE PIPE TIES 4011E PRECAST CONCRETE BASE 40200 MANHOLE OR CATCH BASIN 71006 CONCRETE CURB 3 GUTTERS 7111H INSTALLATION OF REINFORCEMENT OF CATCH BASIN CASTINGS SOOOI STANDARD BARRICADES STORM SEINER MANHOLE OR CATCH BASIN T.P. BEND OF SAME 45' BEND (TYP.) SIZE AS M ANL1 1 C LIOERCRAN PP£ NCQENTAL TO PPE CONSTRUCTION CONNECTION TO STORM SEWER STRUCTURE SHALL BE AT SPRING LINE OR 6" WIN. ABOVE INVERT. DRAIN T I L E CONNECTION DETAIL DROP CURB BACK AT DRIVEWAY OPENING$. TRANSITION FROM FULL BACK TO DROP BACK TO BE MADE IN 3.0 FT. F 0•� /F T. J � 8 all £yr �I I 1. IIA F 1M ) 1 J w a . J J _ } H V � • 0 W V F V f V CL } H W a �O<3 G;o y. }« GY■ ■ .- ■ r � cq*W QQa M 33 15 ST- TYP.DCN VALVE BOX - AS SPECIFIED fL STS WN. PRECAST CONCRETE BASE AS SPECFED SPECPED T' IAN. — 2" II.AX. /- - LAYERS TAR PAPER COURSE GRAVEL CRUSHED ROCK TO O 6' ABOVE WASTE OPENING BRACING / AS REQUIRED PRECAST CONCRETE BLOCK —2' DAANETER BY 3' DEEP PIT L)CER HYDRANT FILED WITH GRAVEL FOR ALL INSTALLATIONS. TYPICAL HYDRANT INSTALLATION NO SCALE r W EXISTING GRACIE rn FILL AS NECESSARY AT NO A001TIONAL C06APERSATION CURS BOX I CURS BOX — COPPER WATER SERVICE OwFQR TTL�F 0 OYy)E CAP CORP.STOP PROVIDE CIA FOR END OF FOR END OF 1 CURB STOP CURB STOP TYPE 'x•• COPPERY PPE T' 1600 UN WATERYAIi •' B" X 8" X 2' J 8" X 8" X 2" CONCRETE BLOCK CONCRETE BLOCK TYPICAL WATER SERVICES FOR WATER MAIN NO SCALE TO BE POURED AGAINST UNDISTURBED SOL (BEARING AREA) NOTE: L THRUST BLOCKING TO BE USED FOR BENDS 22.1/2 AND OVER 2. WHEF1 WOR"4 PF£SSWES ARE LM jhv& ISO PSI PIPE SIZE TEE AND BEN KENO PLUG 8" 6.0 " 10" 12" 12.0 " 16" 20.0 " 20" 2" WOOD BLOCKING 1 aC i 7 TO BE B• LARGER "" DA OF PIPE r- MAIN VALVE BOX - AS SPECIFIED fL STS WN. PRECAST CONCRETE BASE AS SPECFED SPECPED T' IAN. — 2" II.AX. /- - LAYERS TAR PAPER COURSE GRAVEL CRUSHED ROCK TO O 6' ABOVE WASTE OPENING BRACING / AS REQUIRED PRECAST CONCRETE BLOCK —2' DAANETER BY 3' DEEP PIT L)CER HYDRANT FILED WITH GRAVEL FOR ALL INSTALLATIONS. TYPICAL HYDRANT INSTALLATION NO SCALE r W EXISTING GRACIE rn FILL AS NECESSARY AT NO A001TIONAL C06APERSATION CURS BOX I CURS BOX — COPPER WATER SERVICE OwFQR TTL�F 0 OYy)E CAP CORP.STOP PROVIDE CIA FOR END OF FOR END OF 1 CURB STOP CURB STOP TYPE 'x•• COPPERY PPE T' 1600 UN WATERYAIi •' B" X 8" X 2' J 8" X 8" X 2" CONCRETE BLOCK CONCRETE BLOCK TYPICAL WATER SERVICES FOR WATER MAIN NO SCALE TO BE POURED AGAINST UNDISTURBED SOL (BEARING AREA) NOTE: L THRUST BLOCKING TO BE USED FOR BENDS 22.1/2 AND OVER 2. WHEF1 WOR"4 PF£SSWES ARE LM jhv& ISO PSI PIPE SIZE BEARING AREA 6" 4.0 SO. FT. 8" 6.0 " 10" 12" 12.0 " 16" 20.0 " 20" 34.0 " THRUST BLOCKING FOR WATER MAIN NO SCALE GRASSY AREA VICE X 4'THCX Y•4' BITWNOVS SURFACE t2•WOE X 4' I.S'• 2.5' BRAND APPROVED re' STOPa CRAM CROSSING 6'X 6'X 4'TWCK INSULATION DETAIL NO SCALE LOCKING f12' I V2 VA VP 4 •3 Dt70Ra[O STEEL ROO ESTOP COPOI.YwA POLYPROP 3 V2' PLASTIC PETETRATIOM PLASTIC MANHOLE STEP FOR ALL MANHOLES 6MY TO APROI 6' FROM EOOE OF COMC31ETE -3 6CL PLATES REQUIRED -1/4' X r - BARS M - — -L A NOTE, T t. BARS L PLATES ARE MOT- AOLLLD STEEL. 2. 11 2 OF ALUw I NIH PAINT. 7. BOLTS ARE GALVANIZED xCTEa PLW In TRASH GUARD FOR CONCRETE APRONS TYP. r g m � u ° y m r o u EyE �( a .56C ti s i �- � t�A p J J 6.. V W L oa 3 H Fr— t/1 V � U T` elTf q N a o 0 o r w.0 >+v e i ■ irUEA ° Or/1:96 °'oN ■ o u ■ � la � Sg t4 ■ i �.e � 6 � C d 5 VALVE BOX SETTING TO BE N /7' BELOW PAVEWENT AND AT GRACIE N TURF VANE BOX TO BE SET TO HAVE 6" AD.A/STLE! UP AND DOWN FROM FINISH GRACE YN.7 FT. COVER D.I.P. WATER LAW GATE VALVE — CATE VALVE BOX INSTALLATION NO SCALE 1&n PLAW a ma. wrru T1/Ne PI t 51 let n hIK Os Il I I a A t Imtt PCIXt l IWi >r MIaMOI. Mw AOIK � ski 91 Ta Cua slow KID I ULU t � @ALi C■ELOE To het v stm >i NIP IK[Ts Mtt t O L10,& AOS 00=0 p IK MIO WVWr BALE CHECK DETAIL NO SCALE ® ® ®0 ®ICI ® ®Sil'ZQ• © ®il• ®iZV�O ®O 6MY TO APROI 6' FROM EOOE OF COMC31ETE -3 6CL PLATES REQUIRED -1/4' X r - BARS M - — -L A NOTE, T t. BARS L PLATES ARE MOT- AOLLLD STEEL. 2. 11 2 OF ALUw I NIH PAINT. 7. BOLTS ARE GALVANIZED xCTEa PLW In TRASH GUARD FOR CONCRETE APRONS TYP. r g m � u ° y m r o u EyE �( a .56C ti s i �- � t�A p J J 6.. V W L oa 3 H Fr— t/1 V � U T` elTf q N a o 0 o r w.0 >+v e i ■ irUEA ° Or/1:96 °'oN ■ o u ■ � la � Sg t4 ■ i �.e � 6 � C d 5 VALVE BOX SETTING TO BE N /7' BELOW PAVEWENT AND AT GRACIE N TURF VANE BOX TO BE SET TO HAVE 6" AD.A/STLE! UP AND DOWN FROM FINISH GRACE YN.7 FT. COVER D.I.P. WATER LAW GATE VALVE — CATE VALVE BOX INSTALLATION NO SCALE 1&n PLAW a ma. wrru T1/Ne PI t 51 let n hIK Os Il I I a A t Imtt PCIXt l IWi >r MIaMOI. Mw AOIK � ski 91 Ta Cua slow KID I ULU t � @ALi C■ELOE To het v stm >i NIP IK[Ts Mtt t O L10,& AOS 00=0 p IK MIO WVWr BALE CHECK DETAIL NO SCALE j . ......... . .... . ..... S 3 STRA*ERRY LANE CLOSEC DET" CATHCART DRIVE ........... . . ... .... . 00V ........... ..... .... . . .. .. .. .. ....... ..... < ............ L I I A v YS lYYr 0 , . - e .) >,m r bl 33,-', e. ....... ..... . END PROJECT .......... . .. ......... . .......... . .......... I Tr 77 A ROAD CLOSED TO THRU TRAFFIC DETOUR ROUTE LOCAL TRAFFIC ONLY THRU TRAFFIC DURING CONSTRUCTION ......... . . .... . ... ... . BEGIN PROJECT ...................... ................ ...... . ........ ................... ......... . ...... ......... SAW-CUT. BEGIN REMOVAL OF BITUMINOUS PAVEMENT AT STA. 49*45 Ld REMOVE BITUMINOUS PAVEMENT REMOVE BITUMINOUS DRIVE 33 32 (34) ..................... 12* wm Bli EL BUR — TEL (41 BUR -4 TEL BUR — AS ALt Z= 2 (42) ( (43) 44) .(44) S.D. 55 vl >> ----- x * %A 51) occ 32 0 30 60 SCALE IN FEET REMOVE APROX. 4' CURB Z. GUTTER EACH SIDE SAW-CUT & MATCH EXISTING BITUMINOUS MAT. 37' RT. BEGIN STREET aeronrrtnu .............. .... 5X' T C. ..... PFZ OF ..... : : - .- • ..................... ADJUST .............. kEC6NtT .rri . . . . T.:C i • 4S71; 9 . 7 6:0 7 9T4: 19 ...... T.;M ............... ....... . . ....... ....... ....... ........... ................... .............................................. ....................... cr ................... ............. • . tirA x . . . . . . . . . . . v) . . . . . . . . REMOVE BITUMINOUS PAVEMENT REMOVE BITUMINOUS DRIVE 33 32 (34) ..................... 12* wm Bli EL BUR — TEL (41 BUR -4 TEL BUR — AS ALt Z= 2 (42) ( (43) 44) .(44) S.D. 55 vl >> ----- x * %A 51) occ 32 0 30 60 SCALE IN FEET REMOVE APROX. 4' CURB Z. GUTTER EACH SIDE SAW-CUT & MATCH EXISTING BITUMINOUS MAT. 37' RT. BEGIN STREET aeronrrtnu .................... .............. .... 5X' T C. ..... PFZ OF ..... : : - .- • ..................... ADJUST .............. kEC6NtT .rri . . . . T.:C i • 4S71; 9 . 7 6:0 7 9T4: 19 ...... T.;M ............... ....... . . ....... ....... ....... ........... ................... .............................................. 9 k: ........... ................... ............. • . tirA x . . . . . . . . . . . . . . . . . . . . . :974 0 : :6 ' (Si-5( 9 T4 A :975.51: . . . . . . . . . . . 4=4 97A04 : :914:.68. ....................... ! ............................................................................................... .............. ........... .......................................................................... : ........ • ............... ..................... ................. ... I : : : : I .............. ............... ..... .................... ................... ............. ... .... � �- - � 7 1 ....... . .. .... .. ............. ..... . .................... .............. .... 5X' T C. ..... PFZ OF ..... : : - .- • ..................... ADJUST .............. kEC6NtT T.:C i • 4S71; 9 . 7 6:0 7 9T4: 19 :6? 4S-Z 476:3 9 k: • t6:. . . . ......... .............. ... 4S�31 ........... 9741 974 : 4S�4, 975:1 + :974 0 : :6 ' (Si-5( 9 T4 A :975.51: : ... :"97.4.S$":":9*T4.*'90'.'+'.""."T"i 4=4 97A04 : :914:.68. 1� No i .. ................. ............... : ... .......... ........... ................. ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z� . . . . . I . . . . 6 r. . .................. I ................... .............. . • ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ................... ................... ...... . . ..... ................... ............... I . . . . . . . . . p AN . . . . . . . . . . . 15 52 STRAWBERRY LANE 30 0 30 60 SCALE IN FEET REMOVE BITUMINOUS F\\\ REMOVE BITUMINOUS g8 0 U B g � -b ,b nll 3 , al W • W < _ 0 zz j z 46 1.- FWW Q • w N V N V 7 r > � L V'1 m Q �Od c.v�� a Ov7�G ■„_ v „ c u a u o w � 6 • lc■� W� a C 00 G 15 DROP BACK OF CURB THRU 10' GRAVEL TRAIL (36) yFti EACH SIDE. o 60' -6" PVC (35 yla 0 1 AN C.Y. PIPE DRAIN (39) 4 I ; 24'F -F y t �I 18" R.C.P. 5 -t — ,- t- ° _ 59 60 61 �:,, 62 57 58 Ld 2 --• 5S -1 .. _... 5 — — \ I V -2 . -"� � g8 0 U B g � -b ,b nll 3 , al W • W < _ 0 zz j z 46 1.- FWW Q • w N V N V 7 r > � L V'1 m Q �Od c.v�� a Ov7�G ■„_ v „ c u a u o w � 6 • lc■� W� a C 00 G 15 REMOVE BITUMINOUS PAVEMENT 7" REMOVE BITUMINOUS DRIVE (26) ;STRAWBERRY 2 ........... .. SAW-CUT & E FEILDS BITUMINOUS PAVEMENT 0. REMOVAL STA. 68+00, 54' LT. [NY. EL. 965-0 40'-12' RCP CL. V GARDEN 1 W/APRONS & TRASH GUARDS (10) (TIED JOINTS INCIDENTAL STA. 67+90. 20' LT. -.+-.-,--.­, [NY. EL- 969-5 24'F-F 66 F&I 15' RC APRON W/TRASH GUARD 10'XI0' CLASS III RIP RAP W/TYPE IV FABRIC 60'-6 PVC _1 1 .. . ....... (38) ... ....... ......... . _ . ..... ......... ' -6 Pvc 60 0C 'R 'R 25, AD c� c ryrl T I I - 25 R ( 20 )0C_'ZW A N(' D1 TIDAfM PIPE DRAIN Z . 71A . 0 3. 0 0�59% . . . . . . .. .. . . . . . 967 2:1 CN . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . :41 (E (16 5.:7 1 :(E) . . . . . . . . . . . . . . . . . . . . . . . . . . ................... 4w . .. .... . . . . . . . . . . . ..... ... ........................... ................... ................. ........... . ......... ............................... ................... ................... . ... ............. ................ Lij . . . . . . . . ........ ..... .. .................................. .... ........ . ... . .................... . . . . . . . . . . ............ a ............. ...... ................. ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... ........ . ......... ... ... ... ... ... ........... .. . . . . . . . . . . .............. ........... 4A ................ ................... ........................... . . . . . . . . . . ........ ................... ................ ........ . . . . . . . . . . .. . ............ : ... .... : ... ... ... ... ... ....................... v : : : : : . . . . .......... ... ... ....... ................................... ................... . ..... .......... . ............................ .......... I ... : .... *. .. cd • CO. ^. . . . . . . . . . . . . . . . . . . . . . . . . . . .......... 1 3; . . . . .. . . . . . . . : Ln -1--X T . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . ......... . ... ........ ......... : ....... .�4 . . . . . . . . . . . . . . . . . . . . . . . . ....................... ................ ................ ................... . . . . . . . . . . . . . . . . . . . . . . . . ................. ........... * ........................................ ................ . ) .................... - ........ ... ... . . . - "'*'*'* y �� . : . . : : : : ), : : , : : : : " ........ : : : . : 2 00% . . . . . . . . . . . . . . . . • �R:- C-P: CL. :V: ........... ........................ (FED . ...... . . . . . . . : ... : * ............. ..... PL US- I 5,.'..APRON ................... .. ............... . ...... ........ ................... .............. ; 4 . . . ; . . t ' : : : i T IEO T . . . . . . . . . . . ...................................... ............................ 3 INTS .......... .............. . . . . . . . . . . . . 66.. . . . . . I . . . . 09 % 9 \9! . . . . . . 9 965 9 .71 67:.2t (N): . . . . .. . . . R.'C P . CL'. :v . . . 9 . . . . . . . . . . 96T.4t tE): :2 3 -1 2 �5 6 90: ....................... . . . . . . . . . . r-r— 7n 30 0 30 6 L =Zi SCALE IN FEET I all NZ L) I.- w w C 3 w L) r 0 00 .3 4) 4) 0 r ■ G 41 CV �5 EX•- 14. :PRCiP if) fUS T E;657: . . . . . . . . . . . . . . . . . . . ................... ........ . ......... ... ... ... ... ... ........... .. . . . . . . . . . . .............. ........... 4A ................ ................... ........................... . . . . . . . . . . ........ ................... ................ ........ . . . . . . . . . . .. . ............ : ... .... : ... ... ... ... ... ....................... v : : : : : . . . . .......... ... ... ....... ................................... ................... . ..... .......... . ............................ .......... 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PL US- I 5,.'..APRON ................... .. ............... . ...... ........ ................... .............. ; 4 . . . ; . . t ' : : : i T IEO T . . . . . . . . . . . ...................................... ............................ 3 INTS .......... .............. . . . . . . . . . . . . 66.. . . . . . I . . . . 09 % 9 \9! . . . . . . 9 965 9 .71 67:.2t (N): . . . . .. . . . R.'C P . CL'. :v . . . 9 . . . . . . . . . . 96T.4t tE): :2 3 -1 2 �5 6 90: ....................... . . . . . . . . . . r-r— 7n 30 0 30 6 L =Zi SCALE IN FEET I all NZ L) I.- w w C 3 w L) r 0 00 .3 4) 4) 0 r ■ G 41 CV �5 MATCH 47' LT. I. SAW-CUT REMOVE APROX. MATCH- 37" LT. 20' C. &G. cr REMOVE APROX. (28) 10 C. w. 01 ... .. ..... .. ..... ......... . 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