Loading...
HomeMy WebLinkAboutPD2006-7SHEET NO. 1 2 to 3 4 5 TO PLANS FOR CONSTRUCTION EASTRIDGE MEADOWS 3RD ADDITION INDEX OF SHEETS COVER SHEET PLAN AND PROFILE JOINT DETAILS CROSS SECTIONS STANDARD PLANS STANDARD PLAN NO. DESCRIPTION 301-R7 329-R3 PAVEMENT DETAILS 6" TO 16" CONCRETE DETAILS HORIZONTAL CONTROL COORDINATES S I/a CORNER SEC. 5 T7N R9W N: 1000.00 E: 1000.00 SE CORNER SEC 5 T7N R9W N: 1041.59 E: 3736.89 CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 60' ROW 31' PAVEMENT HASTINGS, NES''; ASKA HASTINGS MUNICIPAL AIRPORT 34 1- 0 z Lake HasEings Ia 3 as u J a a a a a a a a a X a a a x55 X x a a a x a a a a IX a x x a = _ _ _ a a IOW .1t a a a .l= = a s u ' a .a � . a a a _ _ _ ' i a I 10 n= --C a a . a a x a XXXXX a XI a HASTINGS; POP. 22,837 a r a : a � a x a a XX a x a a X a a = a a a XX a al a a a a . XX X X a a a i a RD. $ a . _►- 'X ....Ali It a a . a a a It a a a C C a a a !_..a x Iry 2■ 21 30' 14.5' 2% -- — 15.5' 15.5' 30' 7.5' >.•c 8.0' '< 8.0' >.� 7.5' I PROFILE REFERENCE 2% 2% 2% - -y =“10111migiiiingrowasej*- TYPICAL IMPROVEMENT CROSS SECTION ..3�J/o 7 Utilities Director of Engineering Date �, 14.5' 6" PCC PAVEMENT Hastin+s City Surveyor 3 -/.3 -too 2 Date 3.1 14. 22 ITEM NO. SCHEDULE OF APPROXIMATE QUANTITIES DESCRIPTION 1 EXCAVATION, ESTABLISHED QUANTITY 2 6" PCC PAVEMENT WITH INTEGRAL CURB (47B) 3 REMOVE CONCRETE HEADER 4 REMOVE INTEGRAL CURB 5 CONCRETE HEADER (47B) 6 ADJUST MANHOLE TO GRADE 7 ADJUST WATER VALVE TO GRADE 8 RIP RAP ON GEOTEXTILE FABRIC - TYPE A PROJECT LOCATION 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 Z007 Hastings Cifiy Engineer Date NOTES: EST. QTY 495 2,063 31 9 62 2 2 2 UNITS C.Y. S.Y. L.F. L.F. L.F. EA. EA. C.Y. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 1997 NDOR STANDARD SPECIFICATIONS AND ITS SUPPLEMENTS. THE EMBANKMENT AND SUBGRADE SHALL BE ADJUSTED TO CONFORM TO THE LINES AND GRADES ON THE PLANS IN ACCORDANCE WITH SECTIONS 205 AND 302 OF THE 1997 STANDARD STATE SPECIFICATIONS AND ITS SUPPLEMENTS. THE UPPER SIX (6) INCHES OF THE SUBGRADE SHALL BE SCARIFIED, MIXED, AND RECOMPACTED TO THE COMPACTION REQUIREMENTS SHOWN. AREAS NOT MEETING SPECIFIED MOISTURE DENSITY TEST REQUIREMENTS SHALL BE REMOVED AND RECOMPACTED AT THE CONTRACTOR'S EXPENSE. 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. 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. COMPACTION REOUIREMENTS CLASS III (SEE SPECIFICATIONS) •• Moisture as necessary to obtain density PHONE 402-421-1717 FAX 402-421-6061 6920 VAN DORM, SUITE A, LINCOLN, NEBR. 68506 REVISION Soil Type Depth Below Finish Subgrade Percent Density Moisture Requirement Min. Max. Embankment/Roadway Grading to be Surfaced. including Driveways. Silt -Cloy - - Upper 3 Feet at Depths Greater than 3 Feet 100 Min. 95 Min. •• •• Opt. +1% Opt. +2% Granular All Depths 100 Min. •• •• Embankment/Roadway Grading not to be Surfaced All All Depths 95 Min. cc cc Subgrade Preparation. Shoulder Subgr ode Preparation Silt -Cloy Granular The upper 6" Subgrode Soil .. 100 Min. 100 Min. cc •: Opt. +1% :• Embankment of Driveways not Surfaced. All All Depths Class I (See Specifications) Bituminous Pavement Patching All Underlying Material 100 Min. •: :: •• Moisture as necessary to obtain density PHONE 402-421-1717 FAX 402-421-6061 6920 VAN DORM, SUITE A, LINCOLN, NEBR. 68506 REVISION 2/6/07 - City of Hastings Comments DRAWN BY RICK ONNEN CURRENT PLAN DATE February 6, 2007 PREVIOUS PLAN DATE January 22, 2007 SCALE NONE COVED. SHEET , SEC. 5 - T 77 E1- R 9 ....,� , - _ ___ ..,.,� F �yy y rr y f - 1 �e►y'rr CENTERLINE CURVE DATA RICHARDP.cimo 3", �; � R�. 's ; `. ;,r E- ; d 4 E-7853 if s 0 P.I. Sta = 11+84.95 0P.I. Sta = 14+83.57 `, "' _ " , s ,r s • .• v - V� __ \� ' ��r 6�'- ,,\ OF Nib 894 STA. 11+07.31 CONCRETE HEADER D=13°52'30" D=17°54'18" a = 21° 17' 48" LT n = 46° 36' 56" RT `. - -- - - - 8/04 R = 412.94' R = 320 00' ` ` \ - 1 _ L = 153.49'L = 260.35'�`� �`� r 6,4jQ+00 0� ODfidP.C. Sto = 11+07.31P.C. Sto = 13+45.70`.` , a 1�20��� 5 + 5��� P.T. Sta = 12+60.80 P.T. Sta = 16+06.05 95.48 ADJUST MANHOLE Q`� , -'"•T TO GRADE 5 6,4 5 �0 / __ -,,,`_ 89 C 1834.'x3 TC � 8/04d(1 � � -`� � ` 1895.07T ' ,-' 1894.29 13+00���,-- ,`1894.57FL,,.-'"�189 10 D�.S % 6,4 As-I'S. �l, �q,21 q_ ,,-'" �� �$9 • Q FL `'`��" '' -""L - - --- -- 1894.60 6' 1895• 1';>`-18'J4 $ - ` _, - -' - -- - -�-- ` ` _ 4 WE �` 6,4 1 3,23a ` �'� oa �o g5 5 �-�'"' �� ITARY SE R %12+00 3 `. 1896' S4 FL 18 --' EXISTING ? 1894.29 �9 `, FL1894; TCJ0� " -- �:,� 181'89914'04 �'�� •� 641 CL -.._ �` `�` 1 gg `� ��� 894.2 -' - "- . 35 CL , \ 1893.' 9 rC ,' . _ 9 '�•� �'` " F - ' FL = "-� , 189. C' ,•,--' . 1894.77 TC 1894.79 TC 1899.04 FL 11+00 1n �L 0 i � , - - - 1895.0 PROPOSED 6' WATER MA '8g4•s4 •' �. 9I.12'a .�o �� �' F� ` IN `. s. 96.55 18 , 95 pQ TC . 18895.5A �G .` -,.,` 'S`\ 18 96.05 FL _ .' 1897.05 TC • - - - 1897.73 TC 1897.55 TC 1896.55 F 1896 3✓C� - 1897.23 FL 1897.05 FL �-;_•O ``�`.„ `�---- ,.11iftftlaft\. 1896 86. Ys. ,� �.,,, ------- ....�_- - 7. -----'-`-- - 5 �` '�. � --•�� � 97.54 CL 1897.36 CL - -- ' � , ,. - ` " � . 1896.0 -_ `.-_----------- -'. - �\ 6.55 �C - _ I ----4.J' 189 FL TC %", �I-c 7.23 FL ' 1897.05 FL 1891.05 `. ' I Ns MAIN ir, ' 897.73 TC ; 1897.55 T OSEQ 6' WATER �� 1°x•36' PREP `,`, ,� :�. 5 :5' 1893. `1a9 1 '894•�� r -- - ,, `` " " _ , ` 94.32 a rc �g95.5A 6•..4 1 ,/ '1896 '---' � � C/ 9 • 56 �J � , �. 6,4 . 8-66,�0�1896.55 53'64 2 ' s ,' �� ��, 6,4 5 1�°g6' I. `� ,V1 ,, 6,4 i `� �,,,,��------------ �l2 Z',k _/0„ / 4, _ „, , , Bce . , ,,„ , , _ . co . , , _ , 2 , 8/0 , ,'�,_� 0 BUILD 6" P.C.C. PAVEMENT 476 REMOVE CONCRETE HEADER k BUILD CONCRETE HEADER ADJUST MANHOLE C STA. 11+17.13, 3556 RT. r, 89 STA TO STA SIDE 50. YDS. STA TO STA SIDE U N. FT. STA TO STA SIDE IIN. FT. TO GRADE TO 11+45.57. 37.43' RT. , ; 8 I 10+98.71 TO 16+80.09 - -- 2063 11+07.31 --- 31 11+17.13 TO 11+45.57 RT 31 STATION SIDE INSTALL 31 LF CONCRETE HEADER 1 . ( S7M n 14+84 RT SEC. - T - ON1/1 1904 1904 B. # TIP S WIS ' IDE 0r ' TEE; MA 10 E R i G . LO AT A'PRO . 81' E T - ND 0' ORT OF 17 H S RFF A it 6114 A FNU . 1 FV - 895 43 1902 1902 PI A - 1+25 e • PI 2 - .97.61 VC 35.++ K - 23.14 , 1900 0 an o M STA_ 10+98 71��►y t Q. , r1900 BEGI PROD CT cmII2 it REGI CUR: RE _ AL, 1898 BEGI • 6" P C PA EMEN I 00 0 1898 a �� N N J tt� 0 I. -RIPOSEI + F _-.. re)- ILNI 01 ' AT CENT: -LINE '' t co - 1896 0.51''A w 1896 1894 Aa.' n amiiiiiimill1.1111111111111111111. 11111.M;MEMENiim ,J11-1 limn Cdalell. MiiiIMMIP1111111111 MIIIIIIIIIIIIII •IIIIIIIIIIII IIIIIIIIIIIII N11111111111111 11111111111111111101111111111111111 WM Mil IIIIIIIIIIIIIHIIIIIIIIIIIIIIII RIIII Mil IIIMIIIIIIIIII PIPIIPEI 313=1;fililiibilMi 11111111111111111 MEM Iliaa -- 11111111Mi®MMIMMI 11111111111111111111MMI MOM= NM 1MWM MIMI= =MOM� � �������.��MI����0����■----��i�IO�•icyAIIIIM ...m.... ..m. Ma= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111 ����WMN 111111111111111111 Ma ME �IIIIIIIIIIIIIIII � 1111 � I�... ----��. 1894 --�---�-RI III-�-�--mom. MEM I 111111111111111111111 II II I II ������mu ii um ��.�������� =I ri a 0 I. • mil a iiii = =I : A miiii El � I IIIunommil N.= iims MI MEMO I IMMO= II= IM �4-1® 111 1892P 1892 W i STA - 11 00... 1890 h' P EL 189185 1890 V - 51.00 !� a ,. t K - 99 28 Yr i z a 1888 1888 - e _ ♦ G co - i li • J Q i- + . -© N .-, 188al 1886 (D CO -r P W W!f) P') LO 00m t!) 0 00 N 0 LI) 0 _ ' MI) 00m r is in r) (\i _ o cD N' - N r- N- tD (15 (IS LA tti tic Lf; V: V: - sr *Cr Vt d- v �- m m m m v� m %m Tm m %m6� %a1 10+00 11+00 12+00 13+00 14+00 15+00 • 402-42 1-6061 L/1 c� w E-14 N a O w ^/ b W QQ C7 � W 4'P4 12 vt‘ c° N NTO LwLei cq AWY') ........,.‘w. ` 2/6/07 - City of Hastings Comments DRAWN BY RICK ONNEN CURRENT PLAN DATE February 6, 2007 PREVIOUS PLAN DATE January 22, 2007 SCALE 1" = 20' HORIZ. 1" = 2' VERT. k PLAN PROFILE , CENTERLINE CURVE DATA= -0» Ci�' l �,\ , C.'? s� 1 P.1.RICHARD P. , , y ,ICFFREY J. Z c+r% O P.I. Sta = 14+83.57 ; o +., � 4,�' .. N = 2373.91 E = 1127.08 �, E-10664 �, d�• E-1853 s DRAWN BY STA. 16+80.09 CONSTRUCT 31 LF CONCRETE HEADER 54' 18"r �5�!^F��'• »•�`'_-�-". D _ 17° o = 46 36' 56�� RT ,�\f OF N�e� �,\OF\ T = 137.87' R = 320.00' L = 260.35' `\ ; P.C. SI -a = 13+45.70 ,' ► P.T. Sta = 16+06.05 B1 Lot 5 `. - ► block 1 dot 5 16+00 -' $6.41'a � � � ' r +11+07.31/15.5' STA. 10 98.71 TO RT. REMOVE APPROX. 9 LF SCALE , 85.00 7 + 0O �� CONCRETE CURB 8. GUTTER. ; 18 + 00 ► /, \ !,' 75 �� 1 �/I \ \ \ \ ADJUST MANHOLE ------------------.----------- ``_ ' 75. /, 1894.29 TC , 1894.04 TC TO GRADE -- _ O0' ' 1893.79 -----�-------------------------- �` 1893.79 F�' 1893.5�� FL TC 1893.44 TC - - - - - _ - - - - , 1893.29 FL --s-__--_ ► =•� 1893..0 CL ► \. . 1893.541' FL \\ FL ` 1893.79 1894.29 7C 1894.0 TC 1893.29 FL 1892.94 L�° 1893.79 � >.� � � TC 1893.44 OL'� ; - STA. 16+81, LT. $ RT. PLACE 1 CY OF TYPE "A" RIP RAP ON GEOTEXTILE FABRIC AT EACH GUTTER LINE. , i `\\ , - 11+64.28 ' ► `1 �`� 15.5' RT ,' ; °' `\ 7 A"VE 1897.41 TC ' ► ` 13.06'p ------ 9c�.47 a 71.31' ------------- , o Lot 5 Lot 6 86.50--___- ,T------------------------------ 'r Ea ste � -J ldg �' � 78.36' �` '\\ % 10+98.71 Meadows 3 cp ,�� rd Addi ti on t9 ,� TC , Block 2 1 � ► 35.56' RT 1897.90 TC ' ADJUST WATER' ' 11+45.57 ` ' i � � 37.43' RT ; VALVE TO GRADE `, ', ;` 1897.70 SL 1897.90 TC ADJUST MANHOLE STATION SIDE BUILD CONCRETE HEADER `\ @ `, TO STA TO STA SIDE LIN. FT. `, ;@ 15+85 RT INTERSECTION STATIOGRADEN SIDE DETAIL 15+89 RT 16+80.09 --- 31 SCALE: 1" = 20' 16+23 LT ( ©• NJ� tJ y� YLIV'E Vl'/ 1 1902 _ _ 1900 1900 1898 1898 STA. 16+88.99 F ND YK L END COL CTI1ON END -6" PCC PAVEMENT 1896 1896 -� o 0 1894 1894 o � „ P f STA = 171-50.00 + m PjH EI - 18`33.10 `- " v.'- o,00 ►I > =----- --- - - - ------ -- _'- -- "' ``' - 1892 1892 - _-- .,_ ------ -------_ ----------_ s.�ee�__----_ ----_ --__-- -------• ------- 1890 1890 r 1888 1888 m v s a 1886 1886 n I w o. . + X w � 4.35 1884 N O O E9 P P-4- t i PO Cfl Y) N Cn V) t0 ! t - i in rn in N N N rQ� �- N N Qn Qin cn q QNB 00 W 00 W OO W a0 - - - 15+00 16+00 17+00 18+00 19+00 20+00 . U 'L'1 V .L s vas ` 2/6/07 - City of Hastings Comments DRAWN BY RICK ONNEN CURRENT PLAN DATE February 6, 2007 PREVIOUS PLAN DATE January 22, 2007 SCALE 1" = 20' HORIZ. 1" = 2' VERT. PLAN PROFILE • U CAE w E-1 4t N a OP4'4' w rT1x L'7 At � N � w W� o A 4:4 ‘• ' .4.... ` 2/6/07 - City of Hastings Comments DRAWN BY RICK ONNEN CURRENT PLAN DATE February 6, 2007 PREVIOUS PLAN DATE January 22, 2007 SCALE 1" = 20' k JOINT DETAILS