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HomeMy WebLinkAboutPD2006-5INDEX OF DRAWINGS SHEET DESCRIPTION 1. COVER 2. NALAN DRIVE PLAN AND PROFILE 3. 13th STREET PLAN AND PROFILE 4. SOUTH MARKAY DRIVE PLAN AND PROFILE 5. NORTH MARKAY DRIVE PLAN AND PROFILE 6. 14th STREET PLAN AND PROFILE 7. PAVING DETAILS 8. INTERSECTION, TRANSITION AND CURVE DETAILS SUMMARY OF QUANTITIES CONCRETE STREET SCHEDULE ITEM DESCRIPTION 1. STRIPPING OF VEGETATION 2. GRADING 3. SUBGRADE PREPARATION, INCL. 6" SCARIFICATION 4. 6" CONCRETE STREET, CURB AND GUTTER 5. 6" CONCRETE STREET INTERSECTION, CURB & GUTTER 6. CONCRETE STREET HEADER 7. CONCRETE SIDEWALK 8. 24" EQ. REINFORCED CONCRETE ARCH CULVERT 9. 24" CONCRETE ARCH FLARED END SECTION 10. SILT FENCE 11. SEEDING EST. QUANTITY 28,221 1 6893 5044 1397 4 14,243 64 2 150 BY OWNER ASPHALT STREET SCHEDULE (ALTERNATE) UNITS S.Y. LUMP SUM S.Y. S.Y. S.Y. EA. S.F. L.F. EA. L.F. A. ITEM DESCRIPTION QUANTITY 1. STRIPPING OF VEGETATION 2. GRADING 3. SUBGRADE PREPARATION 4. CONCRETE CURB AND GUTTER 5. 6" ASPHALT STREET 6. CONCRETE OR ASPHALT STREET HEADER 7. CONCRETE SIDEWALK 8. 24" EQ. REINFORCED CONCRETE ARCH CULVERT 9. 24" CONCRETE ARCH FLARED END SECTION 10. SILT FENCE 11. SEEDING 28,221 1 6893 1551 4890 4 14,243 64 2 150 BY OWNER UNITS S.Y. LUMP SUM S.Y. S.Y. S.Y. EA. S.F. L.F. EA. L.F. A. c O 26TH ST. NW 1/4 NE 1/4 WESTBROOK VILLAGE 9TH ADDITION 12TH ST. VICINITY MAP SEC. 5-7-10 CENTRAL U) 14TH STREET 14TH STREET HILLCREST DRIVE 13TH STREET -J WEST 12TH STREET LOCATION MAP NO SCALE ©COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by the copyright law. WESTBROOK VILLAGE 9th ADDITION STREET PROJECT - PD2006-5 w ZQ w0 oU) Q Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 uJ *�>bJ v�''•, w l'oiconn no. 921-06COVER 0 IL CHECKED: 0) z 0 W CO 03 DATE: JUNE, 2006 \ • • • • • • • \ \ \ \ \ .9xi�1[.P►iui�I • • • • • • \• • • \ \ \ \ \ \ \ \ \ `\ \ `\ \ \ \ •\ \ \ \ •• • • • • •\ \ \ \ \ • 1 l 1 \ • • \ \ \ ••••••• 1968 \\ \\ �7,9�, \,; \• S • \\ • • 50 L.F. OF SILT FENCE PER DETAIL BENCHMARK FIRE HYDRANT TAIL OF ARROW ELEV. = 1966.570 / 1 / / / ADDITIONAL BORROW MATERIAL TO BUILD GRADE AS SHOWN WILL BE AVAILABLE NEAR THE SITE AS SHOWN ON THE COVER. SPECIFIC INSTRUCTIONS AND LOCATION WILL BE PROVIDED BY THE DEVELOPER, ALAN ANDERSON. / J / / / / / • • \ / / / / / / / FUTURE `\STREETS \ \ •\ • 1 I 1 1 l i � 1 tO 1 195 1 - 1 GRADE AS NECESSAR DRAIN AND PERPARE WFOF?, // OWNER TO SEED FOR 1 / EROSION CONTROL // / i \ \ •\ \ •\ \ \ •\ • • \ •\ \ \ \ \ \ \ • • \ \ •1 1 \ BENCHMARK PROPERTY PIN ELEV. = 1966.202 \ \ \ \ \ •• • ••\ \ ••\ • FILL LOTS 12 TO 17 AND ADJACENT LOTS AS SHOWN LIMIT OV STRIPPING 28221 SO. YDS. • 8• •••••• • • • • • • CONTRACTOR TO PROVIDE / 50 L.F. OF SILT FENCE i / 1 / / PER DETAIL / / / / / / / / / / / / / / 3/ r / / / / / McCook, Nebraska 69001 Hastings, Nebraska 68901 GRADE DRAIN AS SHOWN 50 L.F. OF SILT FENCE PER DETAIL 1 1 1 1 1 1 1 1 • \ ••\ •\ \ •• •\ \ ••\ \ HILLCREST DRIVE --------i962------ • \ \ •••• BENCHMARK SECTION PIN ELEV. = 1956.934 SITE AND GRADING PLAN SCALE: 1" = 50'-0' 1 NORTH ©COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by the copyright law. DATE: JUNE, 2006 J STA 199+66 TO STA 200+34 BUILD 374.04 S.Y. INTERSECTION PER DETAIL ON SHEET 8 STA 200 + 34 TO STA 203 + 00 BUILD 266 L.F. OF STREET, CURB AND GUTTER PER DETAILS ON SHEET 7 STA 203 + OO TO STA 203 + 94.25 BUILD 293.22 S.Y. CURVE PER DETAIL ON SHEET 8 FOR CONTINUATION SEE SHEET 4 l l l l X l l l ll t l l l MATCHLINE ll � l t FOR CONTINUATION SEE SHEET 2 SITE PLAN �,�IOQ 11" i co w SCALE: 1" = 20'-0' NORTH ©COPYRIGHT ♦z Q This document and the information contained may not be reproduced or excerpted from without the express written U permission of W Design Associates. Unauthorized W 0 copying or disclosure of construction use are prohibited by the copyright law. Q '^ to (/ J 6) N + O c) Cil fn I I w O t7 O Q Ia— w t7 E NENMEM In al Nim N.11 mow mu- MINI1111111 1111111116191 11111111111111 111111111111111111111 ��i7���INMENE ��������������� • �����7����E���������- ���� i�i���C � ���i�� t(•7�� —�— ����i>1111 CC�iI��'il�iP������ ���'L7��� ���_'-�.�iii►l‘icj:%�i�» • �==M 1111111111111.111PM �c•�■��1111111111111 �= '� •l* �iKItII:E:` 1:1:i01�M��•�i�::��■1�■��.. ail' ME AMENII 1101.111111011111111111 11111111111111111112•11111111111111111116.111=1=MINEELMIBEEPIP'=====EISMENEEME15555===inaiiiiIII111111111111 mmiliamoraiNNEMINIIIIIMINEEMCZIGGIEN=M11•1117111.1111111k"e8MIMME1111= MISEINE1111111111 =MA' M1111111111111111111111141111 11110111111 =NM MN= MI11111111111•1111111111 ffiaN11111111 .1111111111 1111111111111 MOM= 1111111111)0111M1111111111 1111111 M=I 0111111111Nt4 11 MIMS MEM MEM 1111111120111 ENSM1111•111111.1111 6;m?‘ imimm �.�t����� ���ia��■��l�l—�CO � 1MEI 1 11111 � r 111 MEI 111111111111 MEI INEIM 1111111 —J MEM MEM ME III11 Mi i(;)- NIII MI cn Cfl c0 O N cf' f�0 MINNINI111113 I 11111111N1 ‘- 111 111111111111 .11111111 Mill 111 111 11101111111111111iTOWEIM1uIe7:l�a�M11111111111a111111'11-MM=? 6 NI1111111111a1111111111 M1111111111111������1 1111"1- 111111111111111111111 201+00 202+00 203+00 203+94.25 DATE: JUNE, 2006 4'-0" 1" SLOPE • . V\/\/\ \6 \ \ \ \//\/\/\/\/\/\/\/\/\ \ \ \• • \ \ \ \ \ iii/// //// \\\\\\\\\\\\/ / \ \\\\\\\ i \ /\:\ \����\.i\%\\�%�i/\i:��%�\�i:�i:\�i:�%\.%i>i.\\.\. .\%�i��\is�i/��\%�il�i/:�i/��\i��\i��i/:�\is���%�\\is�i/:�\i��\i\\\iso\i��\iso\iso%�i�\%�%\:�i��i>/\i�u:\\\iso\i:�\ice\%�%\\%�\ice\%\\\i�\%\\i 60'-0" R.O.W. /— 4" SIDEWALK 12'-0" 28'-0" B.C. 12'-0" 4'-0" SLOPE 8'-0" TYPE "H" JOINT TYPE "G" JOINT 2% 8'-0" TYPE "H" JOINT 2% TYPICAL PAVING SECTION SCALE: 1/2" =1-0" 28'-0" COMPACTED SUBGRADE An - 3' -0" r \\\/\ /\/\\\/\/ //, H 2% 2% 16. \\\ �\\\�\ \\\� N'\�11 \'r\ /\ //..ice/�.\�\\..r\\��r.\.\�\\.\,\rte\/\//../i. //<//\/�\�\\N.\r\ ////..//i.//\/.\\\\\N /NNCOMPACTED SUBGRADE 6" THICK 47B PAVEMENT 3'-0" TYPICAL ASPHALT PAVING SECTION - ALTERNATE SCALE: 1/2" = 1'-0" 28'-0" • //. / 6" THICK 47B PAVEMENT r SLOPE TO DRAIN AWAY FROM PAVEMENT i0 2% 2% #4 \ --K`,' \i / / / /\i i� /�\/\/� /�\<\/\ \ \ \ \ '�. ��.►►��►`��\\\\\\\\\\\�►�►\'�.ii�./// '//\\r\\/,\\/��//�N//i�/%//\/\\�j\ ��\i\/X�/ / A//. ///.\/\, N \\.i\/ . //// //i.///.\//.\/\ \/ ,. /,.///.,//,\/.\.\\,\,i\r\ /\/i,//,A//.\ /.i . , ,N, /\//r COMPACTED SUBGRADE TYPE "47B" CONCRETE /\\ �\ /,% /\ / \.N/ / //ice4/ TWO LIFTS OF ASPHALT „ TYPICAL ASPHALT PAVING TRANSITION SECTION - ALTERNATE SCALE: 1/2" = 1'-0" 1'-0" 0 INTEGRAL CURB DETAIL SCALE: 3/4" =1-0" FORMED GROOVE 1" POURED SEAL NON -EXTRUDING PREMOLDED 1" COMPRESSIBLE M TERIAL 3/413 18" SMOOTH STEEL DOWEL @ 12" C/C PAINT & OIL ONE END OF DOWEL NEW CONCRETE PAVEMENT TYPE "D" DOWELED EXPANSION JOINT SCALE: 3/4" = 1'-0" POURED JOINT SAWED OR FORMED GROOVE BACKER ROD I— #4 DEFORMED TIEBAR 30" LONG @ 30" C/C FORMED KEYWAY TYPE "G" HINGED SCALE: 3/4" = 1'-0" TYPE "47B" CONCRETE ti 1'-0" 3'-0" TYPE "47B" CONCRETE SLOPE 1" SLOPE \ \ \/\/\/\/\�/\�/\�/\�/\�/\\ \ \ \ \ \/\/\/\/< // ///\/\/\/\/\/ \/%/%/%/%/% \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\\\\\\\\\\\\\\\ //// \%iia%\\i��\i��i�\i��\ice\ice\ice\\ice\ice\ice\�\\i��\i; ��\�/\\�/\\�/\\�/\\�\\�\\�\\�\\�\\�\�\\�\\��\�\\�\\�\\�\\�\\ A\�\\�\\�\\�\\�\\�\\��\�\\�\\�\\�\\��\�\ 6" THICK 47B PAVEMENT 1'-0" 3'-0" Backfilling, sawing control joints, keyway, tie bars, dowel pins, & rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement. INTERSECTION CURB DETAIL CURB DETAIL FOR USE SCALE: 314" =1-0" SAWED OR FORMED POURED SEAL GROOVE, SEE DETAIL ° . 5 . . TYPE "H" DUMMY SCALE: 3/4" = 1'-0" NEW 6" PAVEMENT 3/4" x 18" SMOOTH DOWEL @ 12" CTRS DRILLED INTO EXISTING PAVEMENT EXISTING PAVEMENT WITH ASPHALT STREETS SCALE: 3/4" = 1'-0" TYPE "F" DOWELED CONSTRUCTION JOINT SCALE: 3/4" = 1'-0" SF -1 GRADING NOTES: 1. STRIP ALL AREAS OF VEGETAION THAT ARE TO BE PAVED OR HAVE FILL PLACED ON THEM. STOCK PILE STRIPPINGS FOR TOP DRESSING AS A FINAL FILL. 2. ALL SUBGRADE FOR LOTS SHALL BE COMPACTED TO 90 % OF STANDARD PROCTOR. 3• ALL SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. I a2 - 3"l o,Oi%mum !fid /S742 f'-- • PROPERTY LINE 4. INCLUDED WITH THE GRADING SHALL BE BACKFILLING ALL CURBS AND WALKS AFTER COMPLETION AND FILLING OF LOTS AS SHOWN ON THE GRADING PLAN (SHEET 1). 5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES PRIOR TO BEGINNING WORK. 6. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL PROPERTY PINS AND PAY FOR ANY DAMAGED OR DESTROYED PINS. CONCRETE NOTES 1.. ALL CONCRETE FOR STREET SHALL BE CLASS "B" (47B-4000) CONCRETE. 2. ALL CONCRETE FOR SIDEWALKS SHALL BE CLASS "A" SPECIFICATIONS SECTION 03300. it 73 3. USE LIGHT BROOM OR BURLAP FINISH PER CITY REQUIREMENTS. 4. ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95 % OF STANDARD PROCTOR DENSITY AT ±Z% FROM OPTIMUM MOISTURE. 3 5. JOINT SEALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE WITH ASTM D3405. 6. TYPICAL TRANSVERSE JOINTS SHALL BE SPACED AT 8 FT. CTRS. ADJUST TRANSVERSE JOINTS AT INTERSECTIONS AS SHOWN ON, DETAILS. LENGTH DIVIDED BY WIDTH CAN BE NO MORE THAN 1.25 PER A.C.1. JOINTS: 1. USE TYPE 'G' FOR ADJACENT PAVING LANES. 2. USE TYPE 'F' FOR ALL JOINTS TO EXISTING PAVING. 3. PROVIDE TYPE 'F' (WITH BARS SET IN PAVEMENT) WHERE EVER PAVING IS TO BE CONTINUED IN THE FUTURE. PROVIDE REMOVABLE HEADER OF AT LEAST 1' IN LENGTH AND EQUAL IN DEPTH TO THE CONCRETE. 4. USE TYPE 'H' FOR ALL OTHER JOINTS. ASPHALT NOTES 1. ASPHALT MIX SHALL MEET SPEC IF,IWIION REQUIREMENTS OF THE CITY. 8 �Py 5,eei t/ /ii q it-�r D d 2. ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95 % OF STANDARD PROCTOR DENSITY AT ±2% FROM OPTIMUM MOISTURE. SIDEWALK NOTES: 1- SIDEWALK CURB RAMPS SHALL CONFORM TO THE STATE OF NEBRASKA SPECIAL PLAN C, TYPE I UNLESS NOTED OR APPROVED OTHERWISE. A COPY OF SPECIAL PLAN C IS AVAILABLE FROM THE CITY OR THE ENGINEER UPON REQUEST. 2. ALL INTERSECTIONS SHALL HAVE HANDICAP ACCESSIBLE SIDEWALK CURB RAMPS PER SPECIAL PLAN C. SILT FENCE FABRIC PLASTIC CABLE TIES - IF PINS ARE USED THEY MUST BE THROUGH ALL LAYERS OF FABRIC 2" x 2" x 30" WOOD STAKES (NOMINAL) SPACING, 3'-0" MAX. ON CTRS. 10" 2" 00 6" x 1" WIRE PINS BACKFILL SILT FENCE SECTION SCALE: 1" = 1'-0" ©COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by the copyright law. Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 0 v) (0 0 T N 0) a 0 CHECKED: REVISIONS c0 0 a, CO 0 CO N 03 7 DATE: JUNE, 2006 / r 1960.65 1961.15 1960.65 \ \ 1 9 \ \ T � v \ / 1 1 V 1 1 1 1 1 1960.43 1960.36 -! ADJUST MANHOLE / RING TO GRADE 1160.4 13TH • 1)'6p.19 �,1960�6� • 1960.43 1960.93 1961.15 CURVE DATA KEY CURVE DATA P.I. Sta. R T L P.C. Sta. P.T. Sta. 1961.99 1961.49 1961.77 1961.49 1961.99 203+60 90° 60.00 60.00 94.2471 203+00 2 * 3+94.25 1961.15 1960.65 13TH AND NALAN DRIVE (3) SCALE: 1" = 10'-0' 1962.37 1961.87 1962.37 1961.87 O r rN • , , ADJUST MANHOLE RING TO GRADE 13TH AND MARKAY (3) SCALE: 1" = 10'-0' NORTH , , , • , , , , • NORTH N • , , , , , , 1963.11 1961.68 1962.18 1961.68 1962.18 1960.98 1962.70 1962.20 -1960.97 1960.71 ` ADJU T M NHOLE RING -Pp G' • DE 1961.60 \ , 14T1 -1\i1960.74 t> \ \ \\ 1961.97 1961:71 \ \. 1960.48 1960.98 1961.34 1963.61 ; 1963.39 1 1 1 1 1 1 1 1 1962.18 1961.68 1962.18 1961.68 1 1963.11 1963.61 14TH AND MARKAY (6) SCALE: 1" = 10'-0' • • • • 1964.19 TAPER TO PAVEMENT Lb West 12th Streit °i�ui 111111111 NALAN AND 12TH (2) SCALE: 1" = 10'-0' NORTH NORTH \ 14TH AND WESTBROOK (6) SCALE: 1" = 10'-0' NORTH MATCH EXISTING ASPHALT ©COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by the copyright law. W W 7,N) J Et� J >LU° co0 - w 0 Z z I- �- co 0 Fa U) ES. W rn Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 4.1441st it' 921-06C-02 ce CHECKED: REVISIONS co co 8 DATE: JUNE, 2006 }