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Home My WebLink AboutPD2006-8SHEET NO. 1 2TO4 5 6T07 8 9 TO 12 INDEX OF SHEETS COVER SHEET STORM SEWER PLAN AND PROFILE SWALE GRADING PLAN PAVING PLAN & PROFILE JOINT DETAILS PAVING CROSS SECTIONS STANDARD PLANS PROJECT LOCATION FOR DETAILS OF PAVEMENT AND STORM SEWER CONSTRUCTION REFER TO THE FOLLOWING NDOR STANDARD PLANS: PLAN NO. DESCRIPTION 301—R7 329—R3 443—R6 435—R1 425—R3 428—R2 PAVEMENT DETAILS 6" TO 16" CONCRETE PAVEMENT CURB INLETS AND JUNCTION BOX MANHOLE COLLARS & ELBOWS FOR CONCRETE PIPES CONCRETE PLUGS AND FIELD TAP DETAILS HORIZONTAL CONTROL COORDINATES SW CORNER SEC. 36 T8N R1OW REBAR AT P.I. OF SOUTH CURVE OF NORTH SHORE DRIVE N: 0.00 E: 0.00 N: 0.00 E: 1811.34 PLANS FOR CONSTRUCTION LAKE VIEW 514 HASTINGS, N D ADDITION EBRASKA 12 13o 25 ■ HASTING` MUNICIPAL AIRPORT 34 Lake Hastings . . x x x . x . N . X" ■ . XX x x x 60' ROW 31' PAVEMENT RD. �x x x x . . . . . x s x .�.=:=:=:HASTINGS : X . . IIx .x x .it - N • POP. 22,837 , ' , S _ . —— _POP 1 . . . . x • . I 10. . . . . . . x i . x x . . * I i . x . . . . x 'T +� r —i ::ii — . x . . II. . . 1 . x N x x x x . . x . . x X x . x . . . . . . XXXX X x . x . Y . . . - ■ x . NT . . x x x x x x x x ix x N . . x x X l . x MAX N N . . . X x . . x . . . x x f = I . . . x . . W• . . . • . . x x x . . . C x x x . NX I x x ` x x x x x x x .. M wx x XXXXX . . '1 XX x . . . . ■ . x . x . . . N . . . x x c 2 11 —,—. — q X X . ■ x J i . I N1 3.1 SHOULDER CONSTRUCTION CONVENTIONAL SIGNS FENCE R.O.W. OR WIRE GUARDRAIL TRAVELED WAY DIKE CULVERT POWER POLE TELEPHONE POLE MAILBOX RAILROAD TRACKS MARSH TREE - CONIFEROUS TREE - DECIDUOUS X 18.5' (TYP.) TYPICAL IMPROVEMENT CROSS SECTION 6” PCC PAVEMENT SHOULDER CONSTRUCTION ■I . 21 11111441 CALL BEFORE YOU DIG /f\DIGGERS HOTLINE OF NEBRASKA Loll 1-800-331-5666 COMPACTION REQUIREMENTS CLASS III (SEE SPECIFICATIONS) 22 ; •• Moisture as necessary to obtain density ITEM NO. SCHEDULE OF APPROXIMATE QUANTITIES DESCRIPTION 1 EXCAVATION, ESTABLISHED QUANTITY 2 6" PCC PAVEMENT WITH INTEGRAL CURB (47B) 3 REMOVE CONCRETE HEADER 4 CONCRETE HEADER (476) 5 ADJUST MANHOLE TO GRADE 6 48" R.C.P. STORM SEWER 7 24" R.C.P. STORM SEWER 8 18" R.C.P. STORM SEWER 9 STORM SEWER CURB INLET — L=12' 10 STORM SEWER MANHOLE— TYPE C 11 REMOVE & RELOCATE 48" CONCRETE FLARED END SECTION 12 REMOVE STORM SEWER PLUG 13 24" R.C. COLLAR 14 18" STORM SEWER TAP NOTES: EST. QTY 1,879 2,494 1 0.78 4 407 210 223 4 2 1 1 1 2 UNITS C.Y. S.Y. EA. C.Y. EA. L.F. L.F. L.F. EA. EA. EA. EA. EA. EA. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 1997 NDOR STANDARD SPECIFICATIONS AND ITS SUPPLEMENTS. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING DIGGERS HOTLINE OF NEBRASKA FOR MARK OUT OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MAY, AS AN ALTERNATE BID, USE DOUBLE WALL HIGH DENSITY POLYETHELENE (HDPE) PIPE IN LEU OF REINFORCED CONCRETE STORM SEWER PIPE. THE ALTERNATE PRICE SHALL INCLUDE ADDITIONAL BEDDING AND FABRICATED FITTINGS NECESSARY TO ACCOMODATE THE PROPOSED ALIGNMENT. PRICE BID FOR THE FOLLOWING ITEMS SHALL INCLUDE ALL LABOR, MATERIALS & EQUIPMENT NECESSARY TO CONSTRUCT THE SPECIFIED ITEM: STORM SEWER CURB INLET — L=12' STORM SEWER MANHOLE — TYPE C REMOVE & RELOCATE 48" CONCRETE FLARED END SECTION REMOVE STORM SEWER PLUG 24" R.C. COLLAR 18" STORM SEWER TAP ALL SUBGRADE COMPACTION AND WATER NECESSARY FOR SUBGRADE CONSTRUCTION SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE ITEMS OF THE CONTRACT. EXCAVATION, BACKFILLING, AND SAWING CONTROL JOINTS, KEYWAY, TIE BARS, DOWEL PINS, AND RUBBERIZED JOINT SEALANT SHALL BE CONSIDERED SUBSIDIARY TO THE UNIT PRICE PER SQUARE YARD OF PAVEMENT. EXCESS SPOIL MATERIAL SHALL BE WASTED ON—SITE AS DIRECTED BY THE ENGINEER e_ve, Cim 7 Utilities Director of Engineering Date Hastings City Engineer Date S-,'.l-L'st�' Hastings City Surveyor Date �i ViN rTl Emil/ U O At Qt?rTI CasAt 4t w 1 Soil Type Depth Below Finish Subgrode Percent Density Moisture Requirement Min. Max. Embankment/Roodway Grading to be Surfaced. including Driveways. Silt -Clay Upper 3 Feet at Depths Greater than 3 Feet 100 Min. 95 Min. .. •. Opt. +1Y. Opt. +2% Granular All Depths 100 Min. .. .. Embankment/Roadway Grading not to be Sur faced All All Depths 95 Min. .. .. Subgrode Preparation. Shoulder Subgrode Preparation Silt -Clay Granular The upper 6" Subgrode Soil .. 100 Min. 100 Min. .• •• Opt. +1% .. Embankment of Driveways not Surfaced. All All Depths Class I (See Specifications) Bituminous Pavement Patching Ali Underlying Material 100 Min. •. .. •• Moisture as necessary to obtain density ITEM NO. SCHEDULE OF APPROXIMATE QUANTITIES DESCRIPTION 1 EXCAVATION, ESTABLISHED QUANTITY 2 6" PCC PAVEMENT WITH INTEGRAL CURB (47B) 3 REMOVE CONCRETE HEADER 4 CONCRETE HEADER (476) 5 ADJUST MANHOLE TO GRADE 6 48" R.C.P. STORM SEWER 7 24" R.C.P. STORM SEWER 8 18" R.C.P. STORM SEWER 9 STORM SEWER CURB INLET — L=12' 10 STORM SEWER MANHOLE— TYPE C 11 REMOVE & RELOCATE 48" CONCRETE FLARED END SECTION 12 REMOVE STORM SEWER PLUG 13 24" R.C. COLLAR 14 18" STORM SEWER TAP NOTES: EST. QTY 1,879 2,494 1 0.78 4 407 210 223 4 2 1 1 1 2 UNITS C.Y. S.Y. EA. C.Y. EA. L.F. L.F. L.F. EA. EA. EA. EA. EA. EA. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 1997 NDOR STANDARD SPECIFICATIONS AND ITS SUPPLEMENTS. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING DIGGERS HOTLINE OF NEBRASKA FOR MARK OUT OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MAY, AS AN ALTERNATE BID, USE DOUBLE WALL HIGH DENSITY POLYETHELENE (HDPE) PIPE IN LEU OF REINFORCED CONCRETE STORM SEWER PIPE. THE ALTERNATE PRICE SHALL INCLUDE ADDITIONAL BEDDING AND FABRICATED FITTINGS NECESSARY TO ACCOMODATE THE PROPOSED ALIGNMENT. PRICE BID FOR THE FOLLOWING ITEMS SHALL INCLUDE ALL LABOR, MATERIALS & EQUIPMENT NECESSARY TO CONSTRUCT THE SPECIFIED ITEM: STORM SEWER CURB INLET — L=12' STORM SEWER MANHOLE — TYPE C REMOVE & RELOCATE 48" CONCRETE FLARED END SECTION REMOVE STORM SEWER PLUG 24" R.C. COLLAR 18" STORM SEWER TAP ALL SUBGRADE COMPACTION AND WATER NECESSARY FOR SUBGRADE CONSTRUCTION SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE ITEMS OF THE CONTRACT. EXCAVATION, BACKFILLING, AND SAWING CONTROL JOINTS, KEYWAY, TIE BARS, DOWEL PINS, AND RUBBERIZED JOINT SEALANT SHALL BE CONSIDERED SUBSIDIARY TO THE UNIT PRICE PER SQUARE YARD OF PAVEMENT. EXCESS SPOIL MATERIAL SHALL BE WASTED ON—SITE AS DIRECTED BY THE ENGINEER e_ve, Cim 7 Utilities Director of Engineering Date Hastings City Engineer Date S-,'.l-L'st�' Hastings City Surveyor Date �i ViN rTl Emil/ U O At Qt?rTI CasAt 4t w 1 1 2/28/07 CITY COMMENTS DRAWN BY RICK ONNEN CURRENT PLAN DATE 3/12/07 PREVIOUS PLAN DATE 2/9/07 SCALE NONE x COVER SHEET , v4 a • 0 C.) 5.,E-4 w rh-�)ci) AtC ci) O p4a O b At w WL') A 0 W N �yy PA E-4,1 L41 0 64 0 AOPft44'4( Plasq 1 i%Jar iw7iVim ` 2/28/07 CITY COMMENTS PIPE CENTERLINE CURVE DATA C I vE=AN::tt,'t, `Fy CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE PI COORDINATES SCALE DEGREE STORM SEWER PLAN PROFILE l ARC v1 �� 'o�►Pt '�.;y', NO. PI STA / OFFSET NORTHING EASTING RADUIS OF CURVE DELTA TAN LENGTH PC STA / OFFSET PT STA / OFFSET ,, ; ', �;.� ti RICHARD P. _ , , Z> JEFFREY J. •. i A 0+77.86 / 19.09 RT 442.75 1733.36 200.00' 28°38'52" 07°17'48" RT 12.75' 25.47' 0+64.48 / 19.80 RT 0+91.25 / 19.58 RT 5 a cN • o s 'Oa ' �. ' B 2+02.90 / 19.55 RT 442.93 1609.98 300.00' 19°05'55" 4°41'05" RT 12.27' 24.53' 1+90.03 / 19.67 RT 2+16.08 / 19.89 RT % E-10664 %dI E-7853 !'� C 3+54.52 / 24.00 RT 451.66 1455.99 613.21' 09°20'37" 14°01'44" LT 75.45' 150.14' 2+81.82 / 19.38' RT 4+27.21 / 19.38 RT J`' ''� ��' ! " V '�`- �' OF AS e%7 OF l••• 3+00 ,I 4+00 10 i2+p0 ; 11 ,� , 7+00 0+00 8 , 5+p0II ' , 11 53.83'a 100.24'a►' II II 15 i 6 ' _ _ 47.74' - _-------------------' it ;� illI.9 Easement 4 a ' LL1 X6.12', ,_.._.__-----"= �i ' - -" - 30.00' ' 4.29'a 12 _-_- - - .�; _ - rl I ; __ _ -''-_ © i 149.17' ` • 1 '� P1 i C1 01 il 0 O LAKERIDGE 8" SANITARY - SEWER �� '' + Q ,� TER MAIN I . _ . . - f - 93.97'a tI 86.;76.,, - - 96.07' ' I i I I LLJ i •6 2 1 i 179.44' O � = ,i �� . � ► 10' Utility Easement [.i.1 El BUILD STORM SEWER CURB INLET I1 14 c• (STANDARD PLAN NO. 443-R6) 1'--- BUILD R.C. COLLAR Q PLUG I C� O REMOVE STORM SEWER •� NO. STATION / OFFSET RIM ELEV. FLOWLINE X Y (STANDARD PLAN NO. 425-R3) ® BUILD REINFORCED CONCRETE PIPE C NO. STATION / OFFSET SIZE FL. ELEV. CD 1 2+79.25 / RT. 1919.73 1915.40 5.67' 12' NO. STATION / OFFSET SIZE FL. ELEV. NO. SLOPE SIZE LENGTH DESCRIPTION 1 0+64.48 / 19.80'RT. 24" 1910.02+/- 2 4+77.54 / RT 1921.21 1917.75 3.46' 12' 1 0+64.48 / 19.80' RT. 24" 1910.02+/- 1 2.54'/. 24" 212 COLLAR #1 TO INLET #1 NOTES: 1. ALL STATIONS AND OFFSETS ARE REFERENCED TO THE CENTERLINE OF LAKERIDGE DRIVE 2 1.03/. 18" 203 INLET #1 TO INLET #2 2. CURB INLET STATIONING IS SPECIFIED TO THE CENTER OF THE INLET VAULT ©• 36 -711044 -ROW 1922 1922 O.M. #1 FIRE HYDRANT EAST SIDE OF NORTII SHORE DRIVE EAST OF SOUTH CURVE, NORTHWEST BONNET BOLT �! ELEV: 1918.04 N: 119.97 �' E: 1829.41 1920 ti 1920 X _-_' ---_12 1918 1918 OF VAL LT _ - - -- - __CO TER CIF VA. : : CENTER OF VAULT TO CENTER :4aIIa1:13I MINI 411111111/111/_ MV111311:4':1 1916 STI' _ME _ 1916 78 „my• , 1914 1914 1912 _ _ - U - �' M N -74. t ' ' 1912 s_ -„ti. . 54�S o. Q a~= u 1910 1910 w w # � U i- - - - w J m U ZJ1 Z `� m in a _ �' ) ..� 1908 V T (L' T T T �- 1908 d CC ) d d d J cc • o - m in�° 03 ~ n a� ca �nF N 1906 1906 Nw, a N O O N r- N + - & G.S._ N o datum E lev. 1 �Ob. UO tt Scd Level U.S.C. c.f, 0 1904 1904 v4 a • 0 C.) 5.,E-4 w rh-�)ci) AtC ci) O p4a O b At w WL') A 0 W N �yy PA E-4,1 L41 0 64 0 AOPft44'4( Plasq 1 i%Jar iw7iVim ` 2/28/07 CITY COMMENTS DRAWN BY RICK ONNEN CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE 2/09/07 SCALE 1"=20' HORIZ. 1"=2' VERT. STORM SEWER PLAN PROFILE l ti •O U 4 V1r �n rT1t E -q :T, At O N °64 �e 00 4.1 AtCimmoi 4Z4 rT1y 2/28/07 CITY COMMENTS PIPE CENTERLINE CURVE DATA "\\\ \`\\C4 clivt _�iacH CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE PI COORDINATES SCALE DEGREE STORM SEWER PLAN & PROFILE l ARC �o � p� , "y F ":"...r..."*.t NO. PI STA / OFFSET NORTHING EASTING RADUIS OF CURVE DELTA TAN LENGTH PC STA / OFFSET PT STA / OFFSET c Rime P. , IV JEFFREY J. 0 el kS, 7 E 2+39.30 / 0.00 61.56 1066.08 250.00' 22°55'10" 13°05'38" LT 28.69 57.13' 2+11.35 / 6.50 LT 2+67.99 / 0.00 , a N ; c, VAG R Y! -- - . - . \��• I I r 1 , ; ► 1 , I , 1`I u_\ v \\ i ( 1 ; i , r I (SD 11 1� 10 1 I I (51 3+ 0 1 � I I cA 1+ 0 1 1 i1 ,1, ` L 0 T 6 Q- O �PO , \ ` I I 4+ 0 0 EXISTING UTILITY PEDESTALS (FIELD VERIFY LOCATION) O �� 5+ 0 0 •\ I `\. , , , x� / E-10661 ' a t E-(853 ° � • �! 4,+ 4PA. V • *�,; , 1 \ / , 1 � I K ' ;l J ` , `\ I -, ' ` 1� i 1 1 / til // 1 1 1 I 1 ` \II I `. I 1 �\� i / i 1 V) i-' Z w , 1 ,, / ,�, ` 1 ► r \ _ 11 \1 P6 `� ! \`.\ -� FOR CONTINUATION \ \\ ' /� / /� -i--4-a......•.-7„;;'-'r" � �,1++` + i ! :�� 19� 0 f 1921 lo - , SEE SHEET 4 ��I,� �, ''' I 1 / _ /---.._.-._ - '71917 191* I _ , , .,1 ��,; �_:�_ �.' .,i '-- ' 1-19/4- 1 i9 191' /918 ■ . , L_MN -----�� - -�-_ _ 1 , L_ r- T- _ __..�,.� / MZ W �+ �' i `. Q LOT 6 ,� -'' , \\ V / I ,,-\,�' ,J ,� ,.- / - / r -- \ f __ ____ 1 ---- J i I I -' i i '\ \_ ��0 - O \, Z `, -' I� ► ; f �I 1 , \\___�� ,,� I // 1 � ,I � r ,' 1\/ I ' I I �, ' 1 I I m 1 ► = j1 1 / ; ` a. O rl ` "r ; LOT 7 , I ' ►1 N ,? I w N I w I v) I i - - - I �. A \ \\ I m I '\ a I \\\ ow i `, N \ ..�-y z w ry LOT 5 s �� * Jti�O� N , 1 +\ \\\ Lav t= a _. \� ,L0 I •' CD. D I 1-i W I Q i > a •-' a co 1 I I 1 ' 1 ,/ I 'I� I I 1 / , I 1 / r ��. • • I `(/ \\ I it � `\ �.P p' i I 1 i QO `I • I �<<' ��' \ `- i \\ �' �: . i M BUILD TYPE C MANHOLE . ' (STANDARD PLAN NO. 435-R1) REMOVE & RELOCATE• © NO. STATION / OFFSET LS SS FRAME TYPE RIM ELEV. FLOWLINE FLARED END SECTION 8'-O" 1 2+09.65 / 6.5' LT 6'-0" 3'-6" III* 1912.60 1907.65 ® BUILD REINFORCED CONCRETE PIPE NO. SIZEI TA STATION / OFFSET 2 5+00 / 0.0' 6'-0" 3'-6" II 1921.50 1915.00 1 48" 2+09.65 / 6.50' LT NO. SLOPE SIZE LENGTH DESCRIPTION TYPICAL SWALE GRADING SECTION * RING AND FRAME FOR MH N0. 1 SHALL BE DEETER #1961 OR EQUIVALENT 8 E C • 36 - ON -42 1 ONi 6 2.53% 48" 291 MANHOLE #1 TO MANHOLE #2 NO SCALE ligaPRICHINIONIPIAMINMAIRMANAlliiii nia4a, :Ito= re.; in 11111 111511M,11.Et7 /'•7.1��3C5RIVITIT1 -- 'l. �� ia��i.ii��'ii��ma'�� LNI MIN 1111E111 III �■■■■�■■�� 111■�� IIII�■��____NMI=_� 1922Iiilli . 1922 ��M�� NNE Mill � mom mom mom mom mom mom -mili. III III IIIi �- -mom ------ Mill 1.111 111111111=111111111��--��11�1�� , - - - _ iiiiii 1920 �� MI��lMI /11111111 EN�■0 1920 -�l�� .-- rIII • III =NI 11111111111111 ---------- ------1•A1111111111 11111•11� MWAi 11,--- MINIM-----1111111111111.11:111111111111-------_■■ [Lain -_-- ----_---- 1111111111111•1 mom F IIIIIIILIIt`7<II:I■ all ralMIMIIIIIII��I��®M��■■�� .. ��■■■■■��I�� ° � �� C� �� '' ' MIIIIIIIIIII IIIIIIIIIIII 111111111.1 MIME .1 �� 1918 �■�■■■■�■ B■■■�■ � 11111E11111 111111 1918 ~ 3. mom mom �ri7 Num. ____H. /l� -.... IIIIIIIIIIIIIIIIIIIIIIII 1•11111111111111 _/�� 11111111111111111 .f W*1IIk.IIIIIIIM b 1111111111111111•1•M MINIM 1111111111111111 11111•1111111111 IIIIIIIIIIII!: 11111111111111 111111111111111IIM71111111111111►111/AM MN 1111P EN 1E11 1111191111 ME NE NM all 21. II II II I : Al typ MI6 I MI I IR MEN 11111111111111 1111111111111 �� E.� 1��amc 1.��_e�� _- MI= ��a..�.rli�1�� 1916 * • -�---��i Ell� 1916 .; ti Ill - - e • OSED VER OW III� .. IIILI nir.a -J . E FLS LIN � �mom momi IMMIIII 1111111111111111 1111111111111111 MI= 111111111111111 MEI= MIIJ:rtT=>■rT:=1111111111111111 I MN= t37IMIME ►. IIIIIIII-i1 _wl`-1i III■■■.......- IIIII■>■ 11111111111111111EM251111 �� 111111111111111 MIME di KAI WiliM211111111110111 MIIIIIIIIIM lE= I WINN MUM NEM 1111111111111111111 INICIIIMIIIIIIIIIIII -NI MEM mow. maim mom -meg imam i•4iT Ar7.`im-mow mom: `31J• i ii��i�■mom _��i\Pl■>i��_. r7•��mum Ill ��mom 1914 M��1 ��r..�y iWiiiiY�� I o IM�� If�� INN NE / MOM ■��;�07�� II ally-- ��A--' �I��-.��.��I��- _- .5_._ WI �� 1914 o .- J.'' ___ WPM geIMIIIIIIII 1111111111111111 /II Mill IIMI Mr.21. 11111/21MMIMP11111111 .1111.111111111 11111111111111111 11101111111111 IEEE 1111 IIIIw- 1111111111111111 MIME MINN 1111 I PIIII IIIIIIIIIIIII / 111111111111-EINILIIIII III ill Cr Mil 1912 �� :.�� 1912 NI��i�1111E�r111/111 IMMO�/��..... �� 11111mom 11111111 i ■��i■.....IIIII MI ii IAN 11lI !�1/�� all �� 1910 : 1910 1� M�� EXI• �� .�� 11 VER illl 48 , / MI 0 mi .. a 1908 ! ��.��-�� 1908 MI/■��1WI 11111.111111111 MEI__1. ________ ill 11111111111111 i�ii�� ll1111111111111 MIN MI EN ..... II ■ 1 11111111111111 UM=�� MEM =NM MEM 11 1111111111111111 NEMli 1111111111111111 MIIIPM7TL• n MIMS 11111111111111 INIIIIIM7�� memimmi • OF 0 CE TER 1 LT ��■��■�� 1906 i rr- E le 0�. 0ill Se • L ve . C. & + Elmo mommsammi 1906 1111 ill III ill III immim MEM 1111111111Pia 1111111111111 IIIIIIIbJI' I 11111111111111111 111111111111111M1111=1 11111111111111111 =11111b1 111111111111V-4" MIME NEM IIIIIIIIIIIIIIIIII•1M111111111111 1111111111111111 Loma 111111111111111 111111111111 IIIIIIIIL21K11M1111111 11111111111.011bill 11111111111\11 IMO= 1111111111bd 111•11111111 NEM= MINIM MIME 1111111111111111 �� 11111111111111111 � 1904 �� iiii F --� -IIIII- o )37) m v -�-�----�--�-� 1904 1+00 2+00 3+00 4+00 5+00 6+00 ti •O U 4 V1r �n rT1t E -q :T, At O N °64 �e 00 4.1 AtCimmoi 4Z4 rT1y 2/28/07 CITY COMMENTS DRAWN BY RICK ONNEN CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE 2/09/07 SCALE 1"=20' HORIZ. 1"=2' VERT. STORM SEWER PLAN & PROFILE l c.) F --i w ;41 U F - N � w � Q ci) At ``'°° ": W cE•' O A 0 N b w z� m4w c:4 '*4 Cjam 64 W�o AO�� w 64 64 UWP 04 OOo A4 (Nr) col wP4� 2/28/07 CITY COMMENTS PIPE CENTERLINE CURVE DATA -,„.„„, _�....... CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE PI COORDINATES SCALE DEGREE STORM SEWER PLAN & PROFILE ARC ;= y�°� A Fy ��, ; o�v.•••• ''•(4t NO. PI STA / OFFSET NORTHING EASTING RADUIS OF CURVE DELTA TAN LENGTH PC STA / OFFSET PT STA / OFFSET 1 �'', ti •' .4,1*,`h RICHARD P. i JE�fAEIf J. D 7+49.84 / 18.03'RT. 394.58 1067.67 80.00'71°37'11"84°13'43"LT. 72.32 117.61'7+48.24 / 54.27'LT. 8+23.63 / 20.83'RT. i ; 4..";' 1 ; oN o; ASR*, ,, ,, \ 10 o S X Ix (-10664 s %d7L E-7853 • 4. 1 `'rf OF NEON*S ` ,rf 0 �* 1 ,, �� ,, ,,� ,, 1, $ + 00 1 } 00 , < < , 1� , \ El P5 T2 O 4 *I, , -' __-c \` ,` 'j �� s=_�-�..�--'---- *-.._''!\\i �Q �..-�..- -..___ .�-. ; ` --_'__,_--- ___ aQ \ , _ ----- ,,r k , -_�'� _ _-__-"'-__.-__-_ 1 _--------- 1 ------ ,J •, \ N sr ___-_----- V '\ `, _- ,-'� - -- __ _-- RE \“‘ ::: _.„�•.,....•-• '� \ ger m°gin GE ° I \I E- ____---- I -' .�-�� --' -.. .•.•-� i L- -- 13 Oma_ \ _______ _ „...• ______-- .... 3 ___ ___ __ ...... ____________ , , , _ ,,..- ...• __ ______ ' --�---�,"- -- �' .--� __ _____ - - - i1111111------ - ------------ ; ....,,,,,..t..,0 East ..-------------",1,----- \ •-•f \ - _-'- -_ ,` 1 1, t \11111 ......... \ i PROPOSED 48" STORM SEWER � RADIUS PT. BUILD STORM SEWER CURB INLET (STANDARD(STANDARD PLAN NO. 443-R6) 0 BUILD STORM SEWER TAP PLAN N0. 428-R2) 1N• 322.64 (FOR CONTINUATION SEE SHEET 3) E: 987.33 NO. STATION / OFFSET RIM ELEV. FLOWLINE X Y NO. _ STATION / OFFSET SIDE SIZE FL. MAIN FL. LATERAL ©BUILD REINFORCED CONCRETE PIPE RELOCATED 1 7+62.58 / 10.17 LT LT 48" X 18" 1915.54 1916.79 A 3 7+69.79 / LT 1921.95 1917.50 4.45' 12' 2 7+77.69 / 5.42 RT RT 48" X 18" 1915.79 1917.04 NO. SLOPE SIZE LENGTH DESCRIPTION R.C. FLARED END SECTION 4 7+69.79 / RT 1921.95 1917.50 4.45' 12' (STANDARD PLAN NO. 410-R3) 3 1.14Y. 48" 118 COLLAR *2 TO PROPOSED PLUG NOTES: 1. ALL STATIONS AND OFFSETS ARE REFERENCED TO THE CENTERLINE OF LAKERIDGE DRIVE f� 4 11.11% 18" 8 TAP #1 TO INLET #3 STATION / OFFSET SIZE FL. ELEV. 2. CURB INLET STATIONING IS SPECIFIED TO THE IS 0 � � �O®�� O� ®�0 � %�� CENTER OF THE INLET VAULT 5 3.611. 18" 12 TAP #2 TO INLET #4 8+23.63 / 20.83' RT. 48" 1916.34 1927 B.M. 1 r II 'RANT EAST SIDE OF $ Til - ORE DRIVE 1927 EAST OF S s TI I RVE, NORTI WEST DON IT BO ELEV: 1918. N: 11'.97 E: 18'9.41 1925 1925 117.6 ' _ - _ _ _ - - he _n, - _ 1923---___--- 1923-X - o in r r- - GRAD: AND SHeP eRF -i- 1 -- -_ D" AIN 1 • I o�__ 1 _TO .} ---�--- 1921____--_ 1/ illi Ill" -_-'III 1919----- AVE" UATION 3 1919 _1921FOR ONTI ------- III ---- --11111 TUR -CET ------------- 4$SEE - ORS[ ER -___ _ 1917 Nro 1917 IIIIIIIIIIII ii --Zin- 8ii III1 OR ii --- ER ---- ___ - !! --_-- i 1915 __ --�.��• PR$F'O 1915 --- ,ED 48" w w II Q 1913 1913 w V)) -ill li) CL I CL ..~03 o ,� Nw o 1911 e• r Jr,� 1911 N sr F H N= NZ tip ,o .-J•,,..- (p ��,1 _o a urn tie.. 1.11. 0 't Se • L =vel U.S C. G S. C3 , L� ct, a �LL .. 1909 1909 0 c.) F --i w ;41 U F - N � w � Q ci) At ``'°° ": W cE•' O A 0 N b w z� m4w c:4 '*4 Cjam 64 W�o AO�� w 64 64 UWP 04 OOo A4 (Nr) col wP4� 2/28/07 CITY COMMENTS DRAWN BY RICK ONNEN CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE 2/09/07 SCALE 1"=20' HORIZ . 1"=2' VERT. STORM SEWER PLAN & PROFILE 0 4 50 vs\w N o C.) ij r:4 Q`? oo Wz At O•m4 °Z1 4tcW � O A 0 W DA ��w a64�� w z�� v 414 rtm rol 64 • cE%44 Col 04 E4 64 64 °) 41 moo ' s,..:.V. ,J.... PAVEMENT N L N CURVE DATA =,;ci,,4 `\ = \t DRAWN BY PI COORDINATES DEGREE ARC vECH.. s`'` ♦ Fy�',�''1.•• NO•. PI STA NORTHING EASTING RADUIS OF CURVE DELTA TAN LENGTH PC STA PT STA ;`o ge / a RICHARD P. �, � i t JEFFREY J. II,' k B 3+29.08 437.81 1484.04 593.83' 09°38'55" 19°07'04" LT. 100.00' 198.14' 2+29.08 4+27.22 %: �N % : �: rAtR rz C 2+11.65 423.27 1600.61 284.63'20°07'47" 7°01'36" RT. 17.48'34.91'E 1+94.17 2+29.08 -1066 ilk E-7853 tZ �, ', a 4 + 0 0 9��... D 0+71.07 423.07' 1741.28 402.43' 14°14'15" 8° 14'37" RT. 29.00' 57.90' 0+42.07 0+99.97 j>7%. � F 8 v E" N��; ' \\ OF NES_ 3 + 00 I I �......., 5+00 2+00 ' 53.83'a 100.24'a 1 5 , r , 0+0• r 1 20' Utility i 55.96` _ �� _ 54. ' II Easement + 18 STORM SEWER 24 a ' 1+00 (.L f ; ;` 47.74' - _---------- _ �� -------•- � 16 ,2 54.29'a . __--- • •• I 1919.76 FL ' ' ' � 3 0.0 U � • - " - - C 1920.14 FL ^ 1919.38 FL �1 _--_rte-_ r ' - 149.17' ' 1 TC 1912902.05.28:L _ ___ 1921.40___ _ -_-- 1919.00 L _ i - 1920.07 CL 24" STORM SEWER i Q ,• •�-CL'- '19. i g TC 1920.90 FL 1920 45 ��- - - 1919 - ' - - -- - _ _ _ _ _ 1921.1 ^T`,(�'-u --_ -- - _ 1919.3Lr _1921.28 FLo 1 vcCU _-'1918.62 AFL ----' < G �$SANITARY S FL 191 . C EWER �ER%19 o o 1 1 `` 3 + ........••••••••'".-1920.14 FL 1919.76 FL-----•...�, -- 1916461 FL . 1919.38 FL �� ""'...:--_-.,..9�3.._ � 1915.73 ' •- 11992190:72668F 920.26 TiC - - - 1920.52 FL 1920.64 TC 1919.88 TC ' L ' (D 1919'40 FL � • i TC FL 1916 �. 6" 92 CL 1920.90 F 1921.02 , WATER MAIN 1919.50 TC 1._ 16.4 CL a.......,_._._,.-.._.. -:�, L��--� '�-,.'--*-_-_ FL1921.40 TC 1921.28 ► 1918.62 FL - ' 93.97'a 1919.12 TC TC 19:911719.8.1817:81.981-8.:L 40 1921.78 86.76'Q 1918.38 TC 1916.61 FL 1915.73 FL 1917.11 TC 1916.23 TC - 96.07' , I 6 2 1 �' I 179.44' 5 t X32 �� i 10' Utility Easement r + r I I ' ;1 ► 14 1 ' I ' I I II I I 3 LL.1 cc CD -� W _ cc 1--- o ADJUST MANHOLE BUILD 6" P.C.C. PAVEMENT 47B L P i TO GRADE STA TO STA SIDE SO. YDS. STATION SIDE 0+65.14 TO 7+86.30 LT & RT 2494 REMOVE CONCRETE HEADER - 3+78.90 CL STA TO STA SIDE LIN. FT. 2+35.32 LT °o �n {l 0+65.14 LT & RT 31 SCCA • 36 - 7 UPJ ®n OW 1928 1928 B.M. i*1 RE H DRAN- EAS ' SIDE OF i ' TH ' RE DRI , EAST OF 1 TH I ' ` rotT WES t BO T : T ELEV 1918 04 N: 11•.97 E: 1:29.41 1926 1926 1924 1924 STA 0+6. 14 ommI BEG N PRI 1 -Cf BEG N CO TRU ION 1922 1922 EX STIN t GRO D A � f STA 1 + .00 EL 1918 70 1920 1918 0 _ 1. 1920 - 7607. __ ___ - M=MMMOIMM MEMO M 11111111111MM 1111111111eMEIMaOMME MO 111111111111111111111•111� momm mom= micmmmmerecommamaimaismammmm mmimilii umi mil 1110111 EMI Illimmimmommimmommalimmammipmmmimmm imam _.t 1_... - --------------------'U,mmoommomm ---------------r-i ii --- mom .....WA ��mom �� ■.��_��mum= �■�Miec iilim ��....mum Ea m111111111111111111 El iiiiii --- ,-,-; 1918 11111111111111 ifill M. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111 IIIIIIIIIIIII 1111111111111111111111111111111 1111111111111111 0111111111111111111 MINIMIll lila IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII 11111111111111111 1111 111111111111111111111111111111 1111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII MEMO 1111111111111111111111•111 ��mom mom ��o��rli►�a�--.�� ' 1916 11111111 , 1916 01 + PROPOSED o o TREE PER "AVIV. PRO Q Lf," co 1-- �' 1914 1914 :i Li - a a ' ' ._- - ---_ T T 1912 J-4- C ] 1912 0m N- o •� c en �� ii e a um e , a �� : ve . o 0 1910 P v, .- M a; to ©�o ,,, 0) , , O� N U) v N i) CO _ CG ., .- Cp N • �N C� T ril 0'o N .-o N N 0)O) N 00) N .- N - 0)0) 0) al �0) 0, o- vim m .- 5+00 4+00 3+00 2+00 1+00 0+00 0 4 50 vs\w N o C.) ij r:4 Q`? oo Wz At O•m4 °Z1 4tcW � O A 0 W DA ��w a64�� w z�� v 414 rtm rol 64 • cE%44 Col 04 E4 64 64 °) 41 moo ' s,..:.V. ,J.... ` 2/28/07 CITY COMMENTS DRAWN BY RICK ONNEN CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE 2/09/07 SCALE 1"=20' HORIZ. 1"=2' VERT. k PAVING PLAN & PROFILE I V1r �n rT1L '4O t. w � a 4,) 00 4tFid W \� Q H� Q 'g1,4 'ftz rT1r°) '61' A 0 N ' £ r i 1J i Vi\ 2/2Q/O7 CITY COMMENTS PAVEMENT CENTERLINE CURVE DATA = ��civ',�,---"""'' _ '` RICK ONNEN O 3/16/07 PI COORDINATES PREVIOUS PLAN DATE DEGREE 2/09/07 ARC 1"=20' HORIZ. 1"=2' VERT. i\oN�� ♦ Fy ", ,- ,:p.;>••••1••••.:v e. PAVING PLAN PROFILE ! Ire' I i NO. P1 STA NORTHING EASTING RADUIS OF CURVE DELTA TAN LENGTH PC STA PT STA to o RICHARD P. %'% FFREY J. 'mac, 41,V 1, i h ;� I I . cv r I A 7+53.12 349.20 1067.45 953.79' 06°00'26" 27°06'55" RT. 230.00' 451.38' 5+23.12 9+74.50 d N � VAG R �� IlkE-%853% N. I B 3+29.08 437.81 1484.04 593.83' 09°38'55" 19°0T04" LT. 100.00' 198.14' 2+29.08 4+27.22 �,s E-10664 ; �jc j)NN- I , I I r '1' r o I 8 00 ��-- i 1„ OF tiVb ''4OF NE8TO' 4+00 53.83' a 1 la' j I .. I . r ,� �� t r �O/ 9+40 i (� -}- 007 6-�O 0 I 4q•14 55.96, a,� STORM SEWER : - %. 1 _ - -- - 1924.14 FL - ` `- I , _ - - - - _ _ _ _,y - _ _1921.40 .-_- ______ '--__- - - - -__ /='' I --'- -- __--_-'---- - - - --- +00 100.05 a\ 100.3" ---- I 54.29'a 1920.52 Fl - 1920 45 Cl. TFL`... - ; •.90 192 •83 Cl-�� o A92.1'18 TC - 20,14 FL ``, -__-- _ -__--- 7 1921.28 F g 1 1 1 C 0.64 TC `` _-_____-_- �j 22.16 TC �.-� 192 19 TC FL � 1924' % _ _ _ TC 1922.53 1921.66 _ TC _--Z--......,.. - 1 _ ,t•j..,� 922.17 TC 1922.50 TC _ 1921.02 ....... FL 1921 • ,e - _ . - "' • -- . 1 � 1921.67 -- --- ,� �''''-.�.,_ "�---....- •� II IP \. _ - LAKER - I I •y"'": itir�_ "'�'-------�..� . -- -_ _ ---- ___ _ -�.,, 1 VE -' ___ ---`------ __-- =-_ 1921.69 ��\ `9' _ �' -' - 1921.67 --------_-N22:49 ,TC T�r�� 1922.17 FL 1922.00 SANITARY SEWER ' 1922.31 FL 1922.00 TC 922:5' 1922.03 • FL C� •2197 n, , ---' �'�.."' -_ _ _ . - • !� 1922.4 CL I -_ 1 CL ...� - • - �' " - 921. g L __ .___ 921.66 F L 192A- 18 TC FL _ _ ,,, --'�� 1922.03 FL 192 2.16 TC .• TC 1922.53 TC 1920.94 FL ,,• 1921.40 TC 6 g` 1 1 1 .6 2 ; -r - -__ _ -� ___-- - I-- - -- - ---- `- -- -' 6" WATER MAIN - i --------------. ----- �' 10�•2a1 3 6'2 i I< 1 I i 125.19'a O I Z. S' o y , ADJUST MANHOLE TO GRADE I 48" STORM' SEWER I 20' STATION SIDE pl' BUILD CONCRETE HEADER 7+84.45 CL I I / A (STANDARD PLAN NO. 301-R7) 5+83.87 CL STA TO STA SIDE LIN. FT, 7+86.30 LT & RT 31 EC• 36 ®T o SEC. = 11© 1928 1928 B.M. 1t1 ' RE H DRAN EAST SIDE OF 1 -TH IRE DRI , . 1-3ST 01- 5 1 H 1 UR VF NOR W►- S :To I I T : T ELEV 1918 04 N: 11:.97 E: 1: 9.41 S A. 7 .• 6.30 1926 E D PRIJECT 1926 • E D CO STRUaTION r t s ' STA = G+ 0.00 • 4." 4- -' EL 192 - 50 1924 " 1- = 51.00 1924 aw •aww = K 35 4G F- J r J < V W V W I- - > a. ' 1922 1922 ' ' •,... -- -- _,...�....�.■.....---- __-' 1920 1920 - -- - 11=11111111111 MEI Illlllll MTI - - - - - - Egiill- lin 1111,1111111111111111111111 - ----- _--- ---- ____ ____ � N '__ • N 0. 607• -. IIIIIIIIIII cn d 1918 _w w 1918 i•�- J J - V) W W STA - 7i 9.00 ' EL t92 85 o n t '`� - 5 ..00 ,. - 1- • 1916 - 1916 L STA - 7+ • 5.78 -- L- EL 1914 1914 .4 " 0 1912 1912 N vat m = 1.12 ft Sc. L -ve U.' & !..S. .rev .C. 1910 co • N 1910 0 w O h 1-- 0' M In V N V, t!') f� 0 N In .t Ul Co ' M M N) N , N N N N r r r r r • Q N N N N (V N N `0\11 (V N N N (4 N N N N N N °' °' °' c� °' a' °' �y Q' Cr) °' (n °' °' °' °' °' 72 9+00 8+00 7+00 6+00 5+00 4+00 V1r �n rT1L '4O t. w � a 4,) 00 4tFid W \� Q H� Q 'g1,4 'ftz rT1r°) '61' A 0 N ' £ r i 1J i Vi\ 2/2Q/O7 CITY COMMENTS DRAWN BY RICK ONNEN CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE 2/09/07 SCALE 1"=20' HORIZ. 1"=2' VERT. PAVING PLAN PROFILE I w At U 0 At ck3 A/ b Fi{ At w � A 0 a b PHONE 402-421-1717 REVISION 1 2/28/07 CITY COMMENTS DRANN BY NICHOLE PECKA CURRENT PLAN DATE 3/16/07 PREVIOUS PLAN DATE 2/9/07 SCALE 1"=20' t JOINT DETAILS ,