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HomeMy WebLinkAboutSID2019-3LA U X A V E W E S T 31st STREET L A U X A V E W E S T L A U X A V E W E S T 31st STREET L A U X A V E W E S T BIK E T R A I L F R A H M L A N E TRAIL GUARD POST DETAILSCALE: 3/4" = 1'-0" TYPICAL POST FOOTINGTYPE 47B CONCRETE LOCATE GUARD POSTAS SHOWN ON PLAN STREET IMPROVEMENT DISTRICT NO. 2019-3 HASTINGS ECONOMIC DEV. CORPHASTINGS ECONOMIC DEV. CORP STREET IMPROVEMENT DISTRICT NO. 2019-3 CVR 92 1 L - 1 8 C O V E R NS W SW W SUMMARY OF QUANTITIES APPROVAL DAVID L. WACKER, P.E. DIRECTOR OF PUBLIC WORKS / CITY ENGINEER DATE HASTINGS UTILITIES DATE NDOT STANDARD PLANS (C-15, C-16, & C-17 ARE MADE A PART OF THIS PLAN SET BY REFERENCE. COPIES CAN BE OBTAINED ON NDOT WEB SITE OR FROM THE CITY ENGINEER.) LOCATION MAP NO SCALE 42ND ST. EAST 26TH ST. EAST SH O W B O A T B L V D . N O R T H TO M O S B O R N E E X P R . LA U X A V E N U E LOCATION MAP NO SCALE NORTH PARK COMMONS - LAUX AVENUENORTH PARK COMMONS - LAUX AVENUE RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . D U N H A M ' S & T R A C T O R S P O R T S S U P P L Y EXISTING 31ST STREET RE C R E A T I O N T R A I L SHEET INDEX SHEET #SHEET TITLE CVR COVER PAGE C-1 OVERALL SITE PLAN C-2 STREET PAVING PLAN C-3 STREET PAVING PLAN C-4 TYPCIAL STREET SECTION & DETAILS C-5 STREET CROSS SECTIONS C-6 STORM SEWER PLAN & PROFILE C-7 STORM SEWER PLAN & PROFILE C-8 SANITARY SEWER PLAN & PROFILE C-9 SANITARY SEWER PLAN & PROFILE C-10 SANITARY SEWER PLAN & PROFILE C-11 SANITARY SEWER PLAN & PROFILE C-12 SANITARY SEWER PLAN & PROFILE C-13 WATER MAIN PLAN & PROFILE C-14 WATER MAIN PLAN & PROFILE C-15 NDOT SILT FENCE DETAIL STANDARD PLAN 502-R2 C-16 NDOT SPECIAL PLAN C (SILT CHECKS ALL TYPES) C-17 NDOT EROSION CONTROL STANDARD PLAN 501-R7 ITEM DESCRIPTION QUANTITY UNITS SANITARY SEWER EXTENSION 1 8" PVC PIPE 1018 L.F. 2 10" PVC PIPE 782 L.F. 3 48" D.x 5' SAN. SEWER MANHOLE INC. RING, COVER, BASE AND ADJ.7 EA. 4 ADDITIONAL 48" D. MANHOLE DEPTH 50.41 VERT.FT 5 8" x 4" SERVICE TEE 19 EA. 6 4" PVC GLUE-ON PLUG 19 EA. 7 4" PVC SANITARY SEWER SERVICE 667 L.F. 8 8" PVC GLUE-ON PLUG 1 EA. WATER SERVICE EXTENSION 9 8" DIP WATER MAIN PC-350 829 L.F. 10 10" M.J. GATE VALVE W/BOX 1 EA. 11 8" M.J. GATE VALVE W/BOX 5 EA. 12 6" M.J. GAVE VALVE W/BOX 2 EA. 13 10" FOSTER ADAPTOR 2 EA. 14 8" FOSTER ADAPTOR 5 EA. 15 6" FOSTER ADAPTOR 4 EA. 16 DUCTILE IRON FITTINGS 937 LBS 17 6" FIRE HYDRANT (6'-6" BURY)1 EA. 18 6" FIRE HYDRANT (7'-0" BURY)1 EA. 19 8"x1" SERVICE SADDLE 16 EA. 20 1" CURB STOP & BOX 16 EA. 21 1" PE SERVICE LINE 880 L.F. SITE GRADING IMPROVEMENTS 22 MOBILIZATION 1 L.S. 23 EXCAVATION (EQ*)1248 C.Y. 24 EMBANKMENT (EQ*)2677 C.Y. 25 SUBGRADE PREPARATION 3352 S.Y. 26 SILT FENCE 623 L.F. 27 EROSION CONTROL BLANKET 3600 S.F. 28 SEEDING 1 AC *ESTABLISHED QUANTITY CONCRETE STREET 29 MOBILIZATION 1 L.S. 30 GRIND CURB 60 LF 31 CONSTRUCT 7" OF 47B-3500 CONCRETE STREET W/ INTEGRAL CURB 2974 S.Y. 32 BUILD CURB INLET Y=6' , B=2' 9" , PLAN 443-R11 2 EA. 33 BUILD CURB INLET Y=8' , B=2' 9", PLAN 443-R11 1 EA. 34 BUILD CURB INLET Y=16' , B=0', PLAN 443-R11 1 EA. 35 BUILD CURB INLET Y=18' , B=0' , PLAN 443-R11 1 EA. 36 18" RCP CLASS III STORM SEWER 37 LF 37 24" RCP CLASS III STORM SEWER 390 LF 38 30" RCP CLASS III STORM SEWER 132 LF 39 24" RCP FLARED END SECTION 4 EA 40 30" RCP FLARED END SECTION 1 EA 41 CURB INLET SEDIMENT FILTER 5 EA J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C O V E R . D W G , 1 2 / 1 6 / 2 0 1 9 4 : 0 7 : 1 4 P M , D W G T o P D F . p c 3 1 19 0 4 . 5 0 0 BM 1 2 19 0 3 . 9 5 0 BM 2 4 19 1 5 . 2 2 6 SE T 1 2 - 1 9 PCP PropPin 202 PCP PropPin 203 P C P Pr o p P i n 20 4 PC P Pr o p P i n 20 5 PC P Pr o p P i n 20 6 PC P Pr o p P i n 20 7 PC P Pr o p P i n 20 8 PC P Pr o p P i n 20 9 PC P Pr o p P i n 21 0 25 0 19 0 0 . 1 1 0 CD 1 (R A D I U S P O I N T C U R V E # 1 ) 21 1 19 0 0 . 2 2 8 SE T 2 - 1 3 Property Pin Data Point # 200 201 202 203 204 205 206 207 208 209 210 Description PCP PCP PCP PCP PCP PCP PCP PCP PCP PCP PCP Northing 290417.37 290412.28 289369.09 289315.50 289396.48 289510.73 289511.79 289450.16 289968.01 289968.88 289969.11 Easting 2091802.35 2091414.52 2091279.99 2091253.35 2091090.28 2091018.14 2091078.10 2091116.96 2091010.93 2091070.87 2091088.53 Elevation 1911.76 1910.39 1901.36 1899.30 1897.89 1898.71 1898.64 1898.12 1904.73 1905.40 1905.33 31 4 19 1 5 . 6 3 2 SE T 4 - 1 9 PCP LS630 PCP LS630 343 Benchmark Data Point # 1 3 4 5 211 250 314 Description BM1 BM3 SET12-19 BM2A SET2-13 CD1 SET4-19 Northing 289711.11 290507.90 289505.83 289473.57 289257.04 289513.03 289500.14 Easting 2090796.17 2091847.57 2091330.05 2091369.70 2091269.93 2091148.11 2091314.78 Elevation 1904.50 1912.23 1915.23 1904.06 1900.23 1900.11 1915.63 Align.=LAUX AVENUE Station=0+16.00 Offset=0.00' Northing=289982.36 Easting=2091040.68 TYPICAL ROAD SUBGRADE PREP: 1) OVER EXCAVATE 12" OF TOP SOIL OUT TO 36' WIDE SECTION. 2) SCARIFY, ADJUST MOISTURE, AND COMPACT EXPOSED SUBGRADE. 3) REPLACE, ADJUST MOISTURE, AND COMPACT OVER EXCAVATION TO TRIMMED SURFACE ELEVATION. LIMITS OF OVER EXCAVATION (SHADED) AND SEEDING AREA (GRASS) INSTALL AND MAINTAIN 100 L.F. OF SILT FENCE AT END OF PROJECT. INSTALL AND MAINTAIN 188 L.F. OF SILT FENCE IN LOW AREA 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6+ 0 0 7+ 0 0 8+ 0 0 REMOVE 488 SQ. FT. OF RECREATION TRAIL CONCRETE PAVEMENT BEGINNING AT 8+57.00 GRADE 4:1 SLOPE TO EXISTING GRADE. NEW SANITARY SEWER INSTALL AND MAINTAIN 225 L.F. OF SILT FENCE IN LOW AREA INSTALL AND MAINTAIN 110 L.F. OF SILT FENCE IN LOW AREA SEE SHEET C-2 FOR EXIST. VALVE AND FIRE HYDRANT DATA 19 0 1 . 0 190 1 . 0 19 0 0 . 0 18 9 8 . 0 18 9 9 . 0 19 0 1 . 0 19 0 2 . 0 19 0 3 . 0 1 9 0 4 . 0 1900 . 0 1898 . 0 1899 . 0 1901 . 0 1902 . 0 1903 . 0 19 0 4 . 0 19 0 4 . 0 190 4 . 0 1895.0 1896.0 1897.0 1898.0 190 0 . 0 190 5 . 0 189 9 . 0 1901 . 0 190 2 . 0 19 0 3 . 0 19 0 4 . 0 1 8 9 0 . 0 18 9 5 . 0 1 8 8 8 . 0 1 8 8 9 . 0 1 8 9 1 . 0 18 9 2 . 0 18 9 3 . 0 18 9 4 . 0 1 8 9 5 . 0 190 0 . 0 19 0 0 . 0 1 8 9 6 . 0 1896. 0 18 9 6 . 0 1 8 9 7 . 0 1897. 0 18 9 7 . 0 1898. 0 18 9 8 . 0 189 9 . 0 18 9 9 . 0 1900.0 18 9 8 . 0 189 9 . 0 1901.01902.01903.0 1904. 0 190 0 . 0 1 9 0 0 . 0 189 8 . 0 1899 . 0 18 9 5 . 0 1 8 9 4 . 0 1895.0 1900.0 1896.01897.0 1898.0 1899.0 1901.0 1902.0 1903.0 1904.0 1 9 0 6 . 0 1 9 0 6 . 0 1 9 0 5 . 0 19 0 5 . 0 19 0 1 . 0 19 0 1 . 0 19 0 1 . 0 19 0 1 . 0 190 1 . 0 19 0 0 . 0 18 9 8 . 0 1 9 0 0 . 0 1900.0 1898.0 1 8 9 8 . 0 1 8 9 9 . 0 1899.0 189 7 . 0 189 7 . 0 18 9 7 . 0 189 7 . 0 190 0 . 0 1899 . 0 1901 . 0 18 9 5 . 0 18 9 2 . 0 18 9 3 . 0 18 9 4 . 0 1896 . 0 189 7 . 0 189 8 . 0 OUTER LIMITS OF TREE CANOPY NOTE: DIRT STOCK PILE FOR SITE GRADING AND BACKFILL 10 ' - 0 " MIN . 7.0 0 TY P 7. 0 0 TY P BP: 0+00.00 PI: 7+78.54 PI: 8+87.49 PI: 0+36.00 PC: 4+86.95 PT: 5+96.44 20' WIDE UTILITY EASEMENT REQUIRED WITH PLAT OF LOTS Align.=LAUX AVENUE Station=8+47.00 Offset=0.00' Northing=289311.91 Easting=2091327.90 Align.=LAUX AVENUE Station=5+96.44 Offset=0.00' Northing=289423.39 Easting=2091103.51 Align.=LAUX AVENUE Station=0+36.00 Offset=0.00' Northing=289962.36 Easting=2091040.99 Align.=LAUX AVENUE Station=4+86.95 Offset=0.00' Northing=289511.47 Easting=2091048.00 NOTE: PRIOR TO REMOVING SECTION OF PEDESTRIAN TRAIL, CONTRACTOR SHALL PLACE AND MAINTAIN BARRIER WITH “TRAIL CLOSED AHEAD” SIGNAGE ACROSS TRAIL AT INTERSECTION OF TRAIL AND 33RD ST. AND AT INTERSECTION OF TRAIL AND 26TH ST. CONTRACTOR SHALL LEAVE BARRIERS AT THESE LOCATIONS UNTIL SEVEN (7) DAYS AFTER STREET CONCRETE HAS CURED. SIMILAR BARRIERS SHALL ALSO BE PLACED AND MAINTAINED ACROSS TRAIL WITH “TRAIL CLOSED” SIGNAGE IMMEDIATELY BEFORE AND IMMEDIATELY AFTER TRAIL REMOVAL LOCATION. EXISTING 24"Ø OUTFALL SEWER. RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . SCALE: LAUX AVENUE OVERALL SITE PLAN 1" = 60' C-1 92 4 L - 1 8 C 1 JM T / N S W R=100.12' L=109.49' LC=104.11' LCB=S 57°46'44.97"E =62° 39' 35.64" CURVE DATA 1 CD1 GRADING NOTES GENERAL NOTES 1.ALL FILL UNDER PAVEMENT AND THE SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO MINIMUM OF 95% OF STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT BETWEEN +3% TO -2% OF OPTIMUM MOISTURE IN ACCORDANCE WITH SPECIFICATIONS. ALL UTILITY AND OTHER EXCAVATIONS WITHIN THE RIGHT OF WAYS SHALL BE COMPACTED EQUALLY. 2.ALL FILL IN EXCESS OF 6" IN OPEN LOTS AND IN UNPLATTED AREAS SHALL BE COMPACTED TO 90% OF STANDARD PROCTOR DENSITY WITH NO LESS THAN 5% BELOW OPTIMUM MOISTURE. 3.ANY EXCAVATION IN THE OPEN LOTS OR UNPLATTED AREAS SHALL BE COMPACTED TO 90% OF STANDARD PROCTOR DENSITY WITH NO LESS THAN 5% BELOW OPTIMUM MOISTURE. 4.THE CONTRACTOR SHALL STRIP THE TOP 6" OF EARTH UNDER ALL AREAS SHOWN AND STOCKPILE THE STRIPPINGS ON THE EAST SIDE OF THE STRIPPINGS LIMIT BUT NOT IN THE FLOOD PLAIN. THE CONTRACTOR SHALL USE THE STRIPPINGS TO COVER THE FILL AT THE END OF THE PROJECT. NO DENSITY REQUIREMENTS ARE PLACED ON THE TOP 6" OF BACKFILL WITH STRIPPINGS; HOWEVER, AT NO TIME SHALL STRIPPING BE PLACED IN THICKNESS GREATER THAN 6" OR IN ANY AREAS SHOWN TO BE PAVED. 5.IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE SOIL TYPES AND PROCTOR DENSITIES. NO SOIL BORINGS, SAMPLES OR TESTS HAVE BEEN TAKEN. 1.CONTRACTOR SHALL VERIFY LOCATION (INCLUDING DEPTH OR HEIGHT) OF ALL UTILITIES BEFORE CONSTRUCTION WITHIN THE PROJECT AREA. DIGGERS HOTLINE 1-800-331-5666. 2.CONTRACTORS SHALL PROTECT ALL PROPERTY CORNER PINS. ANY PINS DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A LICENSED SURVEYOR AT THE CONTRACTORS EXPENSE. 3.CONTRACTOR TO PROTECT ALL TREES NOT MARKED FOR REMOVAL. COORDINATE WITH DEVELOPER. 4.ALL VALVES SHALL BE LOCATED AWAY FROM DITCH BOTTOMS OR DRAINAGE WAYS. 5.NEWLY PLATTED AREAS AND DEVELOPER DESIGNATED BORROW AREAS CONSTITUTE THE LIMITS OF CONSTRUCTION UNLESS NOTED OTHERWISE. 6.SEEDING AREA INCLUDES GRADED AREAS ALONG STREET FROM BACK OF CURB TO THE RIGHT-OF-WAY AS WELL AS ALL GRADED AREA IN THE DETENTION POND. 7.ALL SIDEWALK TO BE CONSTRUCTED AT A LATER DATE BUT PRELIMINARY GRADING IS INCLUDED IN THIS PROJECT FOR FUTURE SIDEWALKS. 8.CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR FUTURE A.D.A. RAMPS. LOCATION TO BE DETERMINED IN FIELD BY CITY ENGINEERING STAFF. J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 1 . d w g , 1 1 / 2 6 / 2 0 1 9 1 1 : 0 8 : 3 8 A M , D W G T o P D F . p c 3 61 1905.313 WV62 1905.216 WV 64 19 0 8 . 0 6 1 FH D PC P Pr o p P i n 20 5 PC P Pr o p P i n 20 6 PC P Pr o p P i n 20 8 PC P Pr o p P i n 20 9 PC P Pr o p P i n 21 0 Align.=LAUX AVENUE Station=0+16.00 Offset=0.00' Northing=289982.36 Easting=2091040.68 STA 0+36.00 TO STA 4+75.00 BUILD 1,561 SQ. YD. OF 7" STREET, CURB, AND GUTTER, PER DETAILS ON C-4 SAW CUT TYPICAL TRANSVERSE JOINTS, SEE SHEET C-4 FOR DETAILS LAUX AVE. 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 19 0 0 . 0 1900 . 0 1899 . 0 18 9 9 . 0 19 0 1 . 0 1901 . 0 19 0 2 . 0 1902 . 0 19 0 3 . 0 1903 . 0 19 0 4 . 0 1904 . 0 1900 . 0 1899 . 0 1901 . 0 1902 . 0 190 3 . 0 1904 . 0 19 0 0 . 0 18 9 9 . 0 19 0 1 . 0 19 0 2 . 0 19 0 3 . 0 19 0 4 . 0 1 9 0 5 . 0 190 0 . 0 190 5 . 0 1901 . 0 190 2 . 0 19 0 3 . 0 19 0 4 . 0 1900.0 189 9 . 0 1901.0 1902.0 1903.0 1904. 0 1902.0 1903.0 1904.0 1 9 0 5 . 0 19 0 5 . 0 190 5 . 0 190 5 . 0 1 9 0 5 . 0 8. 0 0 TY P 8. 0 0 TY P 8. 0 0 TY P 8. 0 0 TY P 8.00 TYP 10.00 10.00 8.00 8.00 10.00 8.00 10.00 10.00 8.00 7. 0 0 TY P BP: 0+00.00 PI: 0+36.00 Align.=LAUX AVENUE Station=0+36.00 Offset=0.00' Northing=289962.36 Easting=2091040.99 Align.=LAUX AVENUE Station=4+86.95 Offset=0.00' Northing=289511.47 Easting=2091048.00 1895 1896 1898 1900 1902 1904 1906 1895 1896 1898 1900 1902 1904 1906 Profile Data 0+00 19 0 5 . 1 4 19 0 5 . 1 4 19 0 4 . 8 7 19 0 4 . 8 7 19 0 4 . 0 7 19 0 4 . 0 7 19 0 3 . 6 8 19 0 3 . 6 8 1+00 19 0 3 . 2 8 19 0 3 . 2 8 19 0 2 . 9 3 19 0 2 . 9 3 19 0 2 . 5 8 19 0 2 . 5 8 19 0 2 . 2 4 19 0 2 . 2 4 2+00 19 0 1 . 9 0 19 0 1 . 9 0 19 0 1 . 5 7 19 0 1 . 5 7 19 0 1 . 2 4 19 0 1 . 2 4 19 0 0 . 9 2 19 0 0 . 9 2 3+00 19 0 0 . 5 9 19 0 0 . 5 9 19 0 0 . 2 7 19 0 0 . 2 7 18 9 9 . 9 5 18 9 9 . 9 5 18 9 9 . 6 4 18 9 9 . 6 4 4+00 18 9 9 . 3 2 18 9 9 . 3 2 18 9 9 . 0 2 18 9 9 . 0 2 18 9 8 . 5 9 18 9 8 . 5 9 18 9 8 . 1 6 18 9 8 . 1 6 5+00 18 9 7 . 8 7 18 9 7 . 8 7 S = 1 2 . 1 9 % S = -1.48% S = -1.24% NEW STREET C.L. EXISTING GRADE C.L. OVER EXCAVATE 12" COMPACT AND REPLACE TRIMMED SURFACE C.L. RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . SCALE: LAUX AVENUE PAVING PLAN 1" = 20' SCALE: LAUX AVENUE PAVING PROFILE 1" = 20'C-2 92 4 L - 1 8 C 1 NS W Feet 0 20 40 Feet 0 2 4 HORIZONTAL SCALE: VERTICAL SCALE: NORTH J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 1 . d w g , 1 1 / 2 6 / 2 0 1 9 1 1 : 0 9 : 4 8 A M , D W G T o P D F . p c 3 P C P P r o p P i n 2 0 2 P C P P r o p P i n 2 0 3 PC P Pr o p P i n 20 4 PCPPropP i n 205 PCP PropP i n 206 PC P Pr o p P i n 20 7 STA 4+75.00 TO STA 8+47.00 BUILD 1,323 SQ. YD. OF 7" STREET, CURB AND GUTTER, PER DETAILS ON SHEET C-4 STA 8+47.00 CONSTRUCT ON 1' MINIMUM LONG BY 32' WIDE DISPOSABLE CONCRETE HEADER. 5+0 0 6+ 0 0 7+ 0 0 8+ 0 0 1900.0 1897.0 1898.0 1899.0 1901.0 1902. 0 1902.0 1898.0 190 2 . 0 1902.0 18 9 9 . 0 18 9 9 . 0 SEE GENERAL NOTE #8 ON C-1 FOR SIDEWALK TO BIKE PATH REQUIREMENTS (4 TYP. LOC.) PEDESTRIAN WALK LINES - 6" WHITE STRIPE 1899. 0 1 9 0 0 . 0 19 0 0 . 0 1 8 9 6 . 0 1 8 9 7 . 0 1 8 9 8 . 0 18 9 8 . 0 18 9 9 . 0 18 9 9 . 0 1898. 0 190 0 . 0 190 0 . 0 1898 . 0 189 9 . 0 1898 . 0 190 0 . 0 1 9 0 0 . 0 1 8 9 8 . 0 1898.0 18 9 8 . 0 1898 . 0 189 9 . 0 1 8 9 9 . 0 190 1 . 0 1 9 0 1 . 0 190 0 . 0 189 9 . 0 190 1 . 0 1 9 0 0 . 0 1 8 9 9 . 0 1 9 0 1 . 0 190 0 . 0 189 9 . 0 19 0 1 . 0 19 0 0 . 0 18 9 8 . 0 18 9 9 . 0 19 0 1 . 0 1 9 0 2 . 0 1900.0 1901.0 19 0 0 . 0 19 0 1 . 0 19 0 2 . 0 1902.0 8 . 0 0 1 0 . 0 0 1 0 . 0 0 8. 0 0 8.8 1 8.81 8.81 8.008.00 8.00 8.00 TYP 8. 0 0 TY P 8 . 0 0 8 . 0 0 9.25 9.32 10'-0" MIN. 2 5 L . F . , 4 " P V C S E W E R S E R V I C E , C A P & M A R K T O S U R F A C E 7 . 0 0 T Y P 7.00 TYP S E W E R S E R V I C E , C A P & M A R K T O S U R F A C E PI: 7+78.54 PI: 8+87.49 PC: 4+86.95 PT: 5+96.44 Align.=LAUX AVENUE Station=8+47.00 Offset=0.00' Northing=289311.91 Easting=2091327.90 Align.=LAUX AVENUE Station=5+96.44 Offset=0.00' Northing=289423.39 Easting=2091103.51 GUARD POST PER DETAIL GP-1/C-4 GUARD POST PER DETAIL GP-1/C-4 BARRIERS TO BE PLACED ACROSS TRAIL PRIOR TO STREET CONSTRUCTION LAUX AVE. 1895 1896 1898 1900 1902 1904 1895 1896 1898 1900 1902 1904 Profile Data 4+50 18 9 8 . 5 9 18 9 8 . 5 9 18 9 8 . 1 6 18 9 8 . 1 6 5+00 18 9 7 . 8 7 18 9 7 . 8 7 18 9 7 . 6 7 18 9 7 . 6 7 18 9 7 . 4 9 18 9 7 . 4 9 18 9 7 . 4 8 18 9 7 . 4 8 6+00 18 9 7 . 4 9 18 9 7 . 4 9 18 9 7 . 6 9 18 9 7 . 6 9 18 9 7 . 9 2 18 9 7 . 9 2 18 9 8 . 1 7 18 9 8 . 1 7 7+00 18 9 8 . 4 5 18 9 8 . 4 5 18 9 8 . 7 7 18 9 8 . 7 7 18 9 9 . 2 3 18 9 9 . 2 3 18 9 9 . 8 7 18 9 9 . 8 7 8+00 18 9 8 . 1 4 18 9 8 . 1 4 19 0 1 . 5 2 19 0 1 . 5 2 18 9 8 . 8 1 18 9 8 . 8 1 18 9 8 . 6 1 18 9 8 . 6 1 9+00 18 9 6 . 3 8 18 9 6 . 3 8 9+25 18 9 6 . 0 5 18 9 6 . 0 5 S = 2.87 % PVI STA: 6+20.68 PVI ELEV: 1896.98 K: 42.57 LVC: 175.00 BV C S : 5 + 3 3 . 1 8 BV C E : 1 8 9 8 . 0 7 EV C S : 7 + 0 8 . 1 8 EV C E : 1 8 9 9 . 4 9 LOW PT. STA: 5+86.08 LOW PT ELEV: 1897.74 PVI STA: 8+26.15 PVI ELEV: 1902.88 K: 26.83 LVC: 150.00 BV C S : 7 + 5 1 . 1 5 BV C E : 1 9 0 0 . 7 3 EV C S : 9 + 0 1 . 1 5 EV C E : 1 9 0 0 . 8 3 HIGH PT. STA: 8+28.10 HIGH PT ELEV: 1901.83 NEW STREET C.L. EXISTING GRADE C.L. OVER EXCAVATE 12" COMPACT AND REPLACE END PAVEMENT: Sta:8+47.00 Elev:1901.76 TRIMMED SURFACE FUTURE CENTERLINE PROFILE NOTE: WITH SITE APPROVAL OF ENGINEER, OVER EXCAVATION IS NOT REQUIRED IF RAIL BALLAST IS EXPOSED AND MAINTAINED INTACT Sta. 8+46.95 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 50 60 700-10-20-30-40-50-60 Material(s) at Station 8+46.95 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 0.00 36.00 0.00 96.68 38.57 80.99 19.38 Volume 0.00 31.30 0.00 172.62 72.45 187.71 33.69 Cumulative Volume 1180.98 97.97 936.87 374.46 1212.43 379.80 593.23 Cr o w n 19 0 1 . 7 6 Fl o w l i n e _ G u t t e r 19 0 1 . 4 6 Ba c k _ C u r b 19 0 1 . 9 6 Fl o w l i n e _ G u t t e r 19 0 1 . 4 6 Ba c k _ C u r b 19 0 1 . 9 6 Si d e w a l k _ I n 19 0 2 . 1 4 Si d e w a l k _ O u t 19 0 2 . 1 8 Si d e w a l k _ I n 19 0 2 . 1 4 Si d e w a l k _ O u t 19 0 2 . 1 8 LIMITS OF OVER EXCAVATION (TYP)CLASS II EMBANKMENT, (TYP) CLASS I EMBANKMENT, (TYP) COMPACTED SUBGRADE CLASS III (TYP) RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . SCALE: LAUX AVENUE PAVING PLAN 1" = 20' SCALE: LAUX AVENUE PROFILE 1" = 20' C-3 92 4 L - 1 8 C 1 JM T Feet 0 20 40 Feet 0 2 4 HORIZONTAL SCALE: VERTICAL SCALE: NORTH CONSTRUCT TRANSITION PER N.D.O.T. STANDARD PLANS SCALE: STREET PAVING SECTION 1" = 20' J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 1 . d w g , 1 1 / 2 6 / 2 0 1 9 1 1 : 1 0 : 4 0 A M , D W G T o P D F . p c 3 32'-0" B.C.4'-0"9'-0" 60'-0" R.O.W. 8'-0"8'-0" 1'-0"4'-0"1'-0"9'-0" 7" 1'-0" 1' - 1 " INTEGRAL CURB DETAIL SCALE: 3/4" = 1'-0" TYPE "47B" CONCRETE T T/ 2 TYPE "G" HINGED SCALE: 3/4" = 1'-0" #5 DEFORMED TIEBAR 30" LONG @ 30" C/C FORMED KEYWAY SAWED OR FORMED GROOVE BACKER ROD POURED JOINT T SAWED OR FORMED GROOVE, SEE DETAILPOURED SEAL TYPE "H" DUMMY SCALE: 3/4" = 1'-0" 1" T/ 2 T POURED SEAL NON-EXTRUDING PREMOLDED 1" COMPRESSIBLE MATERIAL NEW CONCRETE PAVEMENT 3/4"Ø 18" SMOOTH STEEL DOWEL @ 12" C/C PAINT & OIL ONE END OF DOWEL FORMED GROOVE 3/ 4 " ± 1 / 1 6 " 1" NEW CONCRETE PAVEMENT 7" POURED SEAL NON-EXTRUDING PREMOLDED 1" COMPRESSIBLE MATERIAL3/4" ±1/16" 2" 5'-0" MIN. 7" EXIST. PAVING WITH GROUND DOWN CURB TRANSITION. SEE DETAIL S-4/C-4 TYPE "47B" CONCRETE 7" 3'-0" 1'-0" 3" T T/ 2 SAW AND POUR JOINT TYPE "G1" JOINT SCALE: 3/4" = 1'-0" T/ 3 LONGITUDINAL JOINTS NOTE: NO TIE BARS SHALL BE CLOSER THAN 1' 3" TO A TRANSVERSE JOINT. ALL LONGITUDINAL JOINTS BETWEEN LANES AND BETWEEN LANES AND SHOULDERS MUST BE TIED TIE BAR PINS SAWED WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMON TO THE LANES SHALL BE SAWED #5 TIEBAR, 30" LONG @ APPROX 33" C/C 61 1905.313 WV62 1905.216 WV 64 19 0 8 . 0 6 1 FH D PC P Pr o p P i n 20 8 PC P Pr o p P i n 20 9 PC P Pr o p P i n 21 0 Align.=LAUX AVENUE Station=0+16.00 Offset=0.00' Northing=289982.36 Easting=2091040.68 STA 0+16.00 GRIND 60' OF EXISTING CURB SEE DETAIL S-4/C-4 0+ 0 0 19 0 4 . 0 190 4 . 0 1 9 0 5 . 0 TYPE "A" JOINT (TYP) 190 5 . 0 1904. 0 1903.0 1904.0 1 9 0 5 . 0 19 0 5 . 0 190 5 . 0 SEE GENERAL NOTES #7 & #8 ON SHEET C-1 FOR SIDEWALK CORNER REQUIREMENTS (TYP) 190 5 . 0 1 9 0 5 . 0 8.00 TYP 8. 0 0 TY P 8. 0 0 TY P 8. 0 0 TY P 8. 0 0 TY P 8.00 8.00 8.00 10.00 8. 0 0 8. 0 0 8. 0 0 8. 0 0 13 . 6 5 13 . 6 2 1904.801904.93 1904.301904.42 1904.53 1904.72 1905.02 1905.22 1904.60 1904.72 1904.841904.98 1904.301904.45 1904.63 1904.801904.95 1905.13 1905.00 1905.02 1904.91 1904.84 1905.04 1905.52 S-1 C-4 SEE GENERAL NOTES #7 & #8 ON SHEET C-1 FOR SIDEWALK CORNER REQUIREMENTS (TYP) BP: 0+00.00 PI: 0+36.00 Align.=LAUX AVENUE Station=0+36.00 Offset=0.00' Northing=289962.36 Easting=2091040.99 BUILD 90 SQ. YD. OF 7" STREET, CURB, AND GUTTER @ INTERSECTION, PER DETAILS ON C-4 7" CURB GRIND DETAIL 1/ 2 " M I N . 1" M A X . EXIST. CONCRETE STREET GRIND EXIST. CURB 1' - 1 " TY P . TRAIL GUARD POST DETAIL SCALE: 3/4" = 1'-0" 1'-3" 4' - 0 " 3' - 0 " GP-1 TYPICAL POST FOOTING TYPE 47B CONCRETE LOCATE GUARD POST AS SHOWN ON PLAN STANDARD SCHEDULE 4" STEEL PIPE, CAPPED, GRIND ALL WELDS SMOOTH. SLIDE-FIT OVER LOWER EMBED PIPE, PAD LOCK WITH THRU BOLT, PAINT SAFETY YELLOW 6" 1' - 0 " 1' - 0 " STANDARD SCHEDULE 3 1/2" STEEL PIPE SLEEVE. BUFF EXTERIOR SMOOTH FOR SLIDE-FIT INTO LOWER 4" EMBED PIPE. PLUG WELD INTO UPPER 4" PIPE IN 4 PLACES AROUND DIAMETER. DRILL (2) THRU HOLES FOR PADLOCK ATTACHMENT 2" STANDARD SCHEDULE 4" STEEL PIPE. PROJECT PIPE 6" ABOVE CONCRETE. PAD LOCK WITH THRU BOLT, PAINT SAFETY YELLOW 1/4" CAP PLATE, GRIND ALL WELDS SMOOTH PADLOCK & BOLT ASSEMBLY C-4 92 4 U - 1 9 C - 4 NS W SW W / N S W 2%2% 2% SLOPE 2% SLOPE PR O P E R T Y L I N E GRADING NOTES: 1. 2. 3. CONCRETE NOTES STRIP ALL AREAS OF VEGETATION THAT ARE TO BE PAVED OR HAVE FILL PLACED ON THEM. STOCK PILE STRIPPINGS FOR TOP DRESSING AS A FINAL FILL. ALL SUBGRADE FOR LOTS SHALL BE COMPACTED TO 90% OF STANDARD PROCTOR. ALL SUBGRADE UNDER PAVEMENT SHALL BE OVER EXCAVATED TO A DEPTH OF 1 FT COMPACTED TO 95% OF STANDARD PROCTOR AT ±3% FROM OPTIMUM MOISTURE. INCLUDED WITH THE GRADING SHALL BE BACKFILLING ALL CURBS AFTER COMPLETION AND FILLING OF LOTS AS SHOWN ON THE GRADING PLAN (SHEET C-1). THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL PROPERTY PINS AND PAY FOR ANY DAMAGED OR DESTROYED PINS. 1.ALL CONCRETE FOR STREET SHALL BE 47B-3500 PER SPECIFICATIONS. 2.USE LIGHT BROOM OR BURLAP FINISH PER CITY REQUIREMENTS. 3.ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AT ±3% FROM OPTIMUM MOISTURE. 4.JOINT SEALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE WITH ASTM D3405. 5.TYPICAL TRANSVERSE JOINTS SHALL BE SPACED AT 10 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.I. USE TYPE 'G' FOR ADJACENT PAVING LANES. USE TYPE 'D' FOR ALL JOINTS TO EXISTING PAVING. PROVIDE TYPE 'D' (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. USE TYPE 'H' FOR ALL OTHER JOINTS. ALL JOINTS TO HAVE HOT APPLIED SEALANT PER SPECS. 3. 2. 1. JOINTS: 4. 6. 5. 4. 5. TYPE "G1" JOINT TYPE "G" JOINT TYPE "G1" JOINT 7" THICK 47B PAVEMENT COMPACTED SUBGRADE SCALE: S-1 3/4" = 1'-0" TYPE "A" EXPANSION JOINT @ EXISTING PAVEMENT SCALE: S-3 3/4" = 1'-0" DRIVE-OVER CURB DETAIL SCALE: INTERSECTION PAVING DETAIL 1" = 10' NOTE: ALL ELEVATIONS SHOWN AT BACK OF CURB ARE 6" ABOVE FLOW LINE. NORTH SCALE: S-2 3/4" = 1'-0" TYPE "D" DOWELED EXPANSION JOINT RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . PR O P E R T Y L I N E 1% SLOPE1% SLOPE SCALE:C-4 SS-1 1/2" = 1'-0" TYPICAL 32' PAVING SECTION SCALE: S-4 3/4" = 1'-0" CURB GRIND DETAIL J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 1 . d w g , 1 1 / 2 6 / 2 0 1 9 1 1 : 1 1 : 2 0 A M , D W G T o P D F . p c 3 Sta. 0+50.00 1895 1900 1905 1910 1895 1900 1905 1910 0 10 20 30 40 500-10-20-30-40-50 Sta. 1+00.00 1895 1900 1905 1910 1895 1900 1905 1910 0 10 20 30 40 50 600-10-20-30-40-50-60 Sta. 1+50.00 1895 1900 1905 1910 1895 1900 1905 1910 0 10 20 30 40 500-10-20-30-40-50 Sta. 2+00.00 1895 1900 1905 1910 1895 1900 1905 1910 0 10 20 30 40 500-10-20-30-40-50 Sta. 2+50.00 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 500-10-20-30-40-50 Sta. 3+00.00 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 500-10-20-30-40-50 Sta. 3+50.00 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 500-10-20-30-40-50 Sta. 4+00.00 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 500-10-20-30-40-50 Sta. 4+50.00 1885 1890 1895 1900 1905 1885 1890 1895 1900 1905 0 10 20 30 40 500-10-20-30-40-50 Sta. 5+00.00 1885 1890 1895 1900 1905 1885 1890 1895 1900 1905 0 10 20 30 40 500-10-20-30-40-50 Sta. 5+50.00 1885 1890 1895 1900 1905 1885 1890 1895 1900 1905 0 10 20 30 40 500-10-20-30-40-50 Sta. 6+00.00 1890 1895 1900 1905 1890 1895 1900 1905 0 10 20 30 40 500-10-20-30-40-50 Sta. 6+50.00 1890 1895 1900 1905 1890 1895 1900 1905 0 10 20 30 40 500-10-20-30-40-50 Sta. 7+00.00 1890 1895 1900 1905 1890 1895 1900 1905 0 10 20 30 40 500-10-20-30-40-50 Sta. 7+50.00 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 500-10-20-30-40-50 Sta. 0+25.00 1895 1900 1905 1910 1915 1895 1900 1905 1910 1915 0 10 20 30 40 500-10-20-30-40-50 Fl o w l i n e _ G u t t e r 19 0 4 . 5 4 Ba c k _ C u r b 19 0 5 . 0 5 Fl o w l i n e _ G u t t e r 19 0 4 . 6 8 Ba c k _ C u r b 19 0 5 . 1 9 Cr o w n 19 0 4 . 4 8 Fl o w l i n e _ G u t t e r 19 0 4 . 1 8 Ba c k _ C u r b 19 0 4 . 6 8 Fl o w l i n e _ G u t t e r 19 0 4 . 1 8 Ba c k _ C u r b 19 0 4 . 6 8 Si d e w a l k _ I n 19 0 4 . 8 6 Si d e w a l k _ O u t 19 0 4 . 9 0 Si d e w a l k _ I n 19 0 4 . 8 6 Si d e w a l k _ O u t 19 0 4 . 9 0 Cr o w n 19 0 3 . 7 4 Fl o w l i n e _ G u t t e r 19 0 3 . 4 4 Ba c k _ C u r b 19 0 3 . 9 4 Fl o w l i n e _ G u t t e r 19 0 3 . 4 4 Ba c k _ C u r b 19 0 3 . 9 4 Si d e w a l k _ I n 19 0 4 . 1 2 Si d e w a l k _ O u t 19 0 4 . 1 6 Si d e w a l k _ I n 19 0 4 . 1 2 Si d e w a l k _ O u t 19 0 4 . 1 6 Cr o w n 19 0 3 . 0 1 Fl o w l i n e _ G u t t e r 19 0 2 . 7 1 Ba c k _ C u r b 19 0 3 . 2 1 Fl o w l i n e _ G u t t e r 19 0 2 . 7 1 Ba c k _ C u r b 19 0 3 . 2 1 Si d e w a l k _ I n 19 0 3 . 3 9 Si d e w a l k _ O u t 19 0 3 . 4 3 Si d e w a l k _ I n 19 0 3 . 3 9 Si d e w a l k _ O u t 19 0 3 . 4 3 Cr o w n 19 0 2 . 2 7 Fl o w l i n e _ G u t t e r 19 0 1 . 9 7 Ba c k _ C u r b 19 0 2 . 4 7 Fl o w l i n e _ G u t t e r 19 0 1 . 9 7 Ba c k _ C u r b 19 0 2 . 4 7 Si d e w a l k _ I n 19 0 2 . 6 5 Si d e w a l k _ O u t 19 0 2 . 6 9 Si d e w a l k _ I n 19 0 2 . 6 5 Si d e w a l k _ O u t 19 0 2 . 6 9 Cr o w n 19 0 1 . 5 9 Fl o w l i n e _ G u t t e r 19 0 1 . 2 9 Ba c k _ C u r b 19 0 1 . 7 9 Fl o w l i n e _ G u t t e r 19 0 1 . 2 9 Ba c k _ C u r b 19 0 1 . 7 9 Si d e w a l k _ I n 19 0 1 . 9 7 Si d e w a l k _ O u t 19 0 2 . 0 1 Si d e w a l k _ I n 19 0 1 . 9 7 Si d e w a l k _ O u t 19 0 2 . 0 1 Cr o w n 19 0 0 . 9 7 Fl o w l i n e _ G u t t e r 19 0 0 . 6 7 Ba c k _ C u r b 19 0 1 . 1 7 Fl o w l i n e _ G u t t e r 19 0 0 . 6 7 Ba c k _ C u r b 19 0 1 . 1 7 Si d e w a l k _ I n 19 0 1 . 3 5 Si d e w a l k _ O u t 19 0 1 . 3 9 Si d e w a l k _ I n 19 0 1 . 3 5 Si d e w a l k _ O u t 19 0 1 . 3 9 Cr o w n 19 0 0 . 3 5 Fl o w l i n e _ G u t t e r 19 0 0 . 0 5 Ba c k _ C u r b 19 0 0 . 5 5 Fl o w l i n e _ G u t t e r 19 0 0 . 0 5 Ba c k _ C u r b 19 0 0 . 5 5 Si d e w a l k _ I n 19 0 0 . 7 3 Si d e w a l k _ O u t 19 0 0 . 7 7 Si d e w a l k _ I n 19 0 0 . 7 3 Si d e w a l k _ O u t 19 0 0 . 7 7 Cr o w n 18 9 9 . 7 3 Fl o w l i n e _ G u t t e r 18 9 9 . 4 3 Ba c k _ C u r b 18 9 9 . 9 3 Fl o w l i n e _ G u t t e r 18 9 9 . 4 3 Ba c k _ C u r b 18 9 9 . 9 3 Si d e w a l k _ I n 19 0 0 . 1 1 Si d e w a l k _ O u t 19 0 0 . 1 5 Si d e w a l k _ I n 19 0 0 . 1 1 Si d e w a l k _ O u t 19 0 0 . 1 5 Cr o w n 18 9 9 . 1 0 Fl o w l i n e _ G u t t e r 18 9 8 . 8 0 Ba c k _ C u r b 18 9 9 . 3 0 Fl o w l i n e _ G u t t e r 18 9 8 . 8 0 Ba c k _ C u r b 18 9 9 . 3 0 Si d e w a l k _ I n 18 9 9 . 4 8 Si d e w a l k _ O u t 18 9 9 . 5 2 Si d e w a l k _ I n 18 9 9 . 4 8 Si d e w a l k _ O u t 18 9 9 . 5 2 Cr o w n 18 9 8 . 4 8 Fl o w l i n e _ G u t t e r 18 9 8 . 1 8 Ba c k _ C u r b 18 9 8 . 6 8 Fl o w l i n e _ G u t t e r 18 9 8 . 1 8 Ba c k _ C u r b 18 9 8 . 6 8 Si d e w a l k _ I n 18 9 8 . 8 6 Si d e w a l k _ O u t 18 9 8 . 9 0 Si d e w a l k _ I n 18 9 8 . 8 6 Si d e w a l k _ O u t 18 9 8 . 9 0 Cr o w n 18 9 7 . 8 9 Fl o w l i n e _ G u t t e r 18 9 7 . 5 9 Ba c k _ C u r b 18 9 8 . 0 9 Fl o w l i n e _ G u t t e r 18 9 7 . 5 9 Ba c k _ C u r b 18 9 8 . 0 9 Si d e w a l k _ I n 18 9 8 . 2 7 Si d e w a l k _ O u t 18 9 8 . 3 1 Si d e w a l k _ I n 18 9 8 . 2 7 Si d e w a l k _ O u t 18 9 8 . 3 1 Cr o w n 18 9 7 . 7 6 Fl o w l i n e _ G u t t e r 18 9 7 . 4 6 Ba c k _ C u r b 18 9 7 . 9 6 Fl o w l i n e _ G u t t e r 18 9 7 . 4 6 Ba c k _ C u r b 18 9 7 . 9 6 Si d e w a l k _ I n 18 9 8 . 1 4 Si d e w a l k _ O u t 18 9 8 . 1 8 Si d e w a l k _ I n 18 9 8 . 1 4 Si d e w a l k _ O u t 18 9 8 . 1 8 Cr o w n 18 9 8 . 2 2 Fl o w l i n e _ G u t t e r 18 9 7 . 9 2 Ba c k _ C u r b 18 9 8 . 4 2 Fl o w l i n e _ G u t t e r 18 9 7 . 9 2 Ba c k _ C u r b 18 9 8 . 4 2 Si d e w a l k _ I n 18 9 8 . 6 0 Si d e w a l k _ O u t 18 9 8 . 6 4 Si d e w a l k _ I n 18 9 8 . 6 0 Si d e w a l k _ O u t 18 9 8 . 6 4 Cr o w n 18 9 9 . 2 7 Fl o w l i n e _ G u t t e r 18 9 8 . 9 7 Ba c k _ C u r b 18 9 9 . 4 7 Fl o w l i n e _ G u t t e r 18 9 8 . 9 7 Ba c k _ C u r b 18 9 9 . 4 7 Si d e w a l k _ I n 18 9 9 . 6 5 Si d e w a l k _ O u t 18 9 9 . 6 9 Si d e w a l k _ I n 18 9 9 . 6 5 Si d e w a l k _ O u t 18 9 9 . 6 9 Cr o w n 19 0 0 . 6 9 Fl o w l i n e _ G u t t e r 19 0 0 . 3 9 Ba c k _ C u r b 19 0 0 . 8 9 Fl o w l i n e _ G u t t e r 19 0 0 . 3 9 Ba c k _ C u r b 19 0 0 . 8 9 Si d e w a l k _ I n 19 0 1 . 0 7 Si d e w a l k _ O u t 19 0 1 . 1 1 Si d e w a l k _ I n 19 0 1 . 0 7 Si d e w a l k _ O u t 19 0 1 . 1 1 Material(s) at Station 0+25.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 75.78 0.00 43.64 0.00 29.33 0.00 26.62 Volume 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Cumulative Volume 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Material(s) at Station 0+50.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 44.75 0.00 36.00 0.00 38.62 0.00 19.38 Volume 55.80 0.00 36.87 0.00 31.46 0.00 21.29 Cumulative Volume 55.80 0.00 36.87 0.00 31.46 0.00 21.29 Material(s) at Station 1+00.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 41.80 0.00 36.00 0.00 39.63 0.00 19.38 Volume 80.14 0.00 66.67 0.00 72.46 0.00 35.88 Cumulative Volume 135.94 0.00 103.54 0.00 103.92 0.00 57.18 Material(s) at Station 1+50.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 42.78 0.00 36.00 0.00 39.54 0.00 19.38 Volume 78.32 0.00 66.67 0.00 73.31 0.00 35.88 Cumulative Volume 214.26 0.00 170.20 0.00 177.22 0.00 93.06 Material(s) at Station 2+00.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 44.10 0.00 36.00 0.00 39.65 0.00 19.38 Volume 80.45 0.00 66.67 0.00 73.32 0.00 35.88 Cumulative Volume 294.70 0.00 236.87 0.00 250.55 0.00 128.94 Material(s) at Station 2+50.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 43.52 0.00 36.00 0.00 39.62 0.00 19.38 Volume 81.13 0.00 66.67 0.00 73.40 0.00 35.88 Cumulative Volume 375.83 0.00 303.54 0.00 323.94 0.00 164.82 Material(s) at Station 3+00.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 40.92 0.00 36.00 0.00 39.70 0.00 19.38 Volume 78.19 0.00 66.67 0.00 73.44 0.00 35.88 Cumulative Volume 454.02 0.00 370.20 0.00 397.39 0.00 200.71 Material(s) at Station 3+50.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 39.64 0.00 36.00 0.00 39.81 0.00 19.38 Volume 74.60 0.00 66.67 0.00 73.62 0.00 35.88 Cumulative Volume 528.61 0.00 436.87 0.00 471.01 0.00 236.59 Material(s) at Station 4+00.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 38.61 0.00 36.00 0.00 39.92 0.00 19.38 Volume 72.46 0.00 66.67 0.00 73.83 0.00 35.88 Cumulative Volume 601.07 0.00 503.54 0.00 544.84 0.00 272.47 Material(s) at Station 4+50.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 43.04 0.00 36.00 0.00 39.95 0.00 19.38 Volume 75.61 0.00 66.67 0.00 73.95 0.00 35.88 Cumulative Volume 676.68 0.00 570.20 0.00 618.79 0.00 308.35 Material(s) at Station 5+00.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 42.74 0.00 36.00 0.00 38.56 0.00 19.38 Volume 79.43 0.00 66.67 0.00 72.69 0.00 35.88 Cumulative Volume 756.11 0.00 636.87 0.00 691.48 0.00 344.24 Material(s) at Station 5+50.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 53.00 0.00 36.00 0.00 39.60 0.00 19.38 Volume 88.65 0.00 66.67 0.00 72.38 0.00 35.88 Cumulative Volume 844.76 0.00 703.54 0.00 763.86 0.00 380.12 Material(s) at Station 6+00.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 60.12 0.00 36.00 0.00 39.51 0.00 19.38 Volume 104.74 0.00 66.67 0.00 73.25 0.00 35.88 Cumulative Volume 949.50 0.00 770.21 0.00 837.11 0.00 416.00 Material(s) at Station 6+50.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 57.26 0.00 36.00 0.00 39.93 0.00 19.38 Volume 108.69 0.00 66.67 0.00 73.55 0.00 35.88 Cumulative Volume 1058.18 0.00 836.87 0.00 910.67 0.00 451.89 Material(s) at Station 7+00.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 37.68 0.00 36.00 0.00 40.00 8.31 19.38 Volume 87.91 0.00 66.67 0.00 74.00 7.70 35.88 Cumulative Volume 1146.09 0.00 903.54 0.00 984.67 7.70 487.77 Material(s) at Station 7+50.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 0.00 36.00 0.00 58.06 41.49 27.96 19.38 Volume 34.88 33.33 33.33 53.76 75.45 33.59 35.88 Cumulative Volume 1180.98 33.33 936.87 53.76 1060.12 41.28 523.65 LIMITS OF OVER EXCAVATION (TYP) COMPACTED SUBGRADE CLASS III (TYP) CLASS I EMBANKMENT, (TYP) LIMITS OF OVER EXCAVATION (TYP) COMPACTED SUBGRADE CLASS III (TYP) CLASS I EMBANKMENT, (TYP) CLASS I EMBANKMENT, (TYP)COMPACTED SUBGRADE CLASS III (TYP) LIMITS OF OVER EXCAVATION (TYP) Sta. 8+00.00 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 50 60 700-10-20-30-40-50-60 Cr o w n 19 0 1 . 6 8 Fl o w l i n e _ G u t t e r 19 0 1 . 3 8 Ba c k _ C u r b 19 0 1 . 8 8 Fl o w l i n e _ G u t t e r 19 0 1 . 3 8 Ba c k _ C u r b 19 0 1 . 8 8 Si d e w a l k _ I n 19 0 2 . 0 6 Si d e w a l k _ O u t 19 0 2 . 1 0 Si d e w a l k _ I n 19 0 2 . 0 6 Si d e w a l k _ O u t 19 0 2 . 1 0 Material(s) at Station 8+00.00 Material Name GRADE CUT GRADE CUT @ TRAIL COMPACTED GRADE FILL COMPACTED GRADE FILL @ TRAIL GRADE FILL - CLASS I GRADE FILL - CLASS II PAVING & SIDEWALK Area 0.00 0.00 0.00 101.87 44.76 134.91 19.38 Volume 0.00 33.33 0.00 148.08 79.86 150.80 35.88 Cumulative Volume 1180.98 66.67 936.87 201.84 1139.98 192.09 559.53 LIMITS OF OVER EXCAVATION (TYP)CLASS II EMBANKMENT, (TYP) COMPACTED SUBGRADE CLASS III (TYP) CLASS I EMBANKMENT, (TYP) RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . SCALE: LAUX AVENUE SECTIONS 1" = 20' C-5 92 4 L - 1 8 C 1 JM T Feet 0 20 40 Feet 0 2 4 HORIZONTAL SCALE: VERTICAL SCALE: CROSS SECTION NOTES 1.THE AREA UNDER THE STREETS, NOTED AS COMPACTED SUBGRADE, SHALL BE EXCAVATED AND COMPACTED AS CLASS III EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. 2.THE AREA OUTSIDE THE STREETS BUT IN THE PUBLIC RIGHT OF WAY SHALL BE EXCAVATED AND COMPACTED AS CLASS II EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. 3.THE AREA OUTSIDE THE PUBLIC RIGHT OF WAY SHALL HAVE ANY EXCESS EXCAVATED MATERIAL SPREAD ON THE STRIPPED AREA. THIS MATERIAL MAY BE COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. 4.THE STRIPPED MATERIAL SHALL BE SPREAD ON TOP OF THE COMPACTED CLASSIFIED MATERIALS TO THE LINES AND GRADES SHOWN. THIS MATERIAL SHALL ALSO BE EXCAVATED AND COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. 5.THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES. SOIL TYPE KEY CLASS I GRADE FILL CLASS III COMPACTED FILL SCARIFIED AND COMPACTED SUBGRADE GRADE CUT TO OVER EXCAVATION NOTE: GRADE FILL CLASS I VOLUME IN ROAD SECTION TABLES INCLUDES STREET AND SIDEWALK PAVING VOLUMES. CLASS II GRADE FILL J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 1 . d w g , 1 1 / 2 6 / 2 0 1 9 1 1 : 1 1 : 5 6 A M , D W G T o P D F . p c 3 PC P Pro p P i n 20 4 PCP PropPin 205 PCP PropPin 206 PC P Pro p P i n 20 7 250 1900.110 CD1 (RADIUS POINT CURVE #1) PC P L S 6 3 0 PC P L S 6 3 0 34 3 5+00 6+ 0 0 7+ 0 0 PC: 4+86.95 PT : 5 + 9 6 . 4 4 1 8 9 8 . 0 1 9 0 0 . 0 1 8 9 9 . 0 18 9 8 . 0 STR-3 P - 2 STR-5 P - 3 P-5 STR-1 P-1 STR-4 STR-6 11 + 0 0 12+ 0 0 13+00 B P : 1 0 + 0 0 . 0 0 EP: 13+37.08 PI: 11+32.40 PI: 1 2 + 1 0 . 6 1 PI: 13+00.50 BP: 111+31.59 EP: 111+70.89 P-4 STR-2 20' WIDE UTILITY EASEMENT REQUIRED WITH PLAT OF LOTS PLACE 720 S.F. OF EROSION CONTROL BLANKET PER NDOT STANDARD PLAN 501-R7 PLACE 720 S.F. OF EROSION CONTROL BLANKET PER NDOT STANDARD PLAN 501-R7 1890 1892 1894 1896 1898 1900 1902 1890 1892 1894 1896 1898 1900 1902 Structure Rim & Sump Elevations Pipe Bearing Elevation @ Station Pipe Bearing Elevation @ Station Pipe Bearing Elevation @ Station Pipe Bearing Elevation @ Station 0.60% 0.60% 1.00% 0.95% STR-1 STR-5 STR-3 STR-6 P-5 P-3 P-2 P-1 EXIST. GRADE NEW STREET SURFACE 18 9 9 . 5 2 18 9 4 . 9 3 18 9 8 . 0 0 18 9 3 . 3 2 18 9 8 . 4 4 18 9 3 . 8 8 18 9 4 . 8 8 ?? ? 18 9 9 . 5 5 18 9 4 . 5 0 9+75 10+00 18 9 1 . 7 1 18 9 1 . 9 6 18 9 2 . 2 1 11+00 18 9 2 . 7 1 18 9 2 . 9 6 12+00 13+00 13+509+75 10+00 11+00 18 9 3 . 2 7 18 9 3 . 4 2 12+00 18 9 3 . 5 7 13+00 13+509+75 10+00 11+00 12+00 18 9 3 . 8 0 18 9 3 . 9 5 18 9 4 . 1 0 13+00 13+509+75 10+00 11+00 12+00 13+00 18 9 4 . 6 0 13+50 STR-2 . 1892 1894 1896 1898 1900 1892 1894 1896 1898 1900 Structure Rim & Sump Elevations Pipe Bearing Elevation @ Station 0.70% STR-5 STR-4 P-4 NEW STREET SURFACE EXIST. GRADE 18 9 7 . 9 7 18 9 3 . 6 7 18 9 8 . 0 0 18 9 3 . 3 2 111+00 18 9 3 . 2 8 112+00 BUILD STORM SEWER PIPE TAG P-1 P-2 P-3 P-4 P-5 SLOPE 0.95% 0.60% 0.60% 0.70% 1.00% SIZE 18" 24" 24" 24" 30" LENGTH 36.58' 89.92' 78.26' 36.57' 131.70' START INV. ELEV. 1894.93' 1894.50' 1893.88' 1893.67' 1893.32' END INV. ELEV. 1894.58' 1893.96' 1893.41' 1893.41' 1892.00' PIPE MATERIAL Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe BUILD STORM SEWER STRUCTURE TAG STR-1 STR-2 STR-3 STR-4 STR-5 STR-6 STRUCTURE STATION / OFFSET C.L. 4+34.90 / L / -17.66 4+34.90 / R / 18.92 5+19.17 / R / 18.87 5+85.82 / L / -17.66 5+86.00 / R / 18.85 5+84.16 / R / 151.29 STRUCTURE NORTHING / EASTING N. 289563.79 / E. 2091064.85 N. 289563.22 / E. 2091028.27 N. 289473.65 / E. 2091035.83 N. 289443.51 / E. 2091103.77 N. 289412.61 / E. 2091084.32 N. 289303.33 / E. 2091009.43 RIM ELEV. 1899.52 1899.55 1898.44 1897.97 1898.00 1894.88 FLOWLINE 1894.93 1894.50 1893.88 1893.67 1893.32 ??? X 4.60 5.05 4.56 4.31 4.68 ??? 'Y' THROAT DIMENSION 16'-0" 8'-0" 6'-0" 18'-0" 6'-0" ??? NOTES Standard Standard Standard Standard Standard ???1892.00 N/A Std. Flared EndN/A RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-6 92 4 L - 1 8 C - 7 JM T / N S W SCALE: LAUX AVENUE STORM SEWER PLAN 1" = 30' SCALE: LAUX AVENUE STORM SEWER PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH SCALE: LAUX AVENUE STORM SEWER SPUR PROFILE 1" = 30' J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 1 2 : 4 8 : 3 3 P M , D W G T o P D F . p c 3 PC P Pr o p P i n 20 2 PC P Pr o p P i n 20 3 211 1900.228 SET2-13 7+ 0 0 8+ 0 0 PI: 7 + 7 8 . 5 4 PI: 8 + 8 7 . 4 9 P-6 STR-9 STR-10 P-8 STR-8 STR-7 1895 . 0 18 9 5 . 0 18 9 5 . 0 18 9 5 . 0 1894 . 0 18 9 4 . 0 18 9 4 . 0 18 9 4 . 0 1896. 0 18 9 6 . 0 18 9 6 . 0 18 9 6 . 0 1897. 0 18 9 7 . 0 18 9 7 . 0 18 9 7 . 0 1898. 0 18 9 8 . 0 18 9 8 . 0 18 9 8 . 0 18 9 9 . 0 18 9 9 . 0 1 9 0 0 . 0 1 8 9 9 . 0 1 9 0 1 . 0 1895.0 1896.0 1897.0 1898.0 19 0 0 . 0 190 0 . 0 18 9 6 . 0 18 9 7 . 0 189 7 . 0 18 9 8 . 0 189 8 . 0 18 9 9 . 0 189 9 . 0 19 0 1 . 0 190 1 . 0 19 0 2 . 0 1902. 0 P-7 P-9 PLACE 720 S.F. OF EROSION CONTROL BLANKET PER NDOT STANDARD PLAN 501-R7 PLACE 720 S.F. OF EROSION CONTROL BLANKET PER NDOT STANDARD PLAN 501-R7 PLACE 720 S.F. OF EROSION CONTROL BLANKET PER NDOT STANDARD PLAN 501-R7 PLACE 720 S.F. OF EROSION CONTROL BLANKET PER NDOT STANDARD PLAN 501-R7 Sta. 7+99.81 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 Sta. 8+60.65 1890 1895 1900 1905 1910 1890 1895 1900 1905 1910 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 Fl o w l i n e _ G u t t e r 19 0 1 . 3 7 Ba c k _ C u r b 19 0 1 . 8 7 Fl o w l i n e _ G u t t e r 19 0 1 . 3 8 Ba c k _ C u r b 19 0 1 . 8 8 Si d e w a l k _ O u t 19 0 2 . 0 9 Si d e w a l k _ O u t 19 0 2 . 1 1 STR-9 STR-10 P-8 STR-8 STR-7 P-6 P-7 P-9 BUILD STORM SEWER STRUCTURE TAG STR-7 STR-8 STRUCTURE STATION / OFFSET C.L. 8+01.12 / L / -37.67 7+98.10 / R / 49.54 STRUCTURE NORTHING / EASTING N. 289366.02 / E. 2091303.50 N. 289289.21 / E. 2091262.11 RIM ELEV. 1901.93 1898.43 FLOWLINE 1899.60 1896.10 NOTES Standard Flared End Standard Flared End BUILD STORM SEWER PIPE TAG P-6 P-7 SLOPE 7.11% 2.98% SIZE 24" 24" LENGTH 21.75' 65.60' START INV. ELEV. 1899.60' 1898.06' END INV. ELEV. 1898.06' 1896.10' PIPE MATERIAL Concrete Pipe Concrete Pipe BUILD STORM SEWER STRUCTURE TAG STR-9 STR-10 STRUCTURE STATION / OFFSET C.L. 8+60.70 / L / -38.17 8+60.78 / R / 59.40 STRUCTURE NORTHING / EASTING N. 289340.04 / E. 2091357.12 N. 289252.56 / E. 2091313.91 RIM ELEV. 1900.73 1897.33 FLOWLINE 1898.40 1895.00 NOTES Standard Flared End Standard Flared End BUILD STORM SEWER PIPE TAG P-8 P-9 SLOPE 6.51% 2.60% SIZE 24" 24" LENGTH 22.22' 75.42' START INV. ELEV. 1898.40' 1896.96' END INV. ELEV. 1896.96' 1895.00' PIPE MATERIAL Concrete Pipe Concrete Pipe RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-7 92 4 L - 1 8 C - 7 JM T NORTH SCALE: LAUX AVENUE STORM SEWER PLAN @ RUNNING TRAIL 1" = 20' Feet 0 20 40 Feet 0 10 20 HORIZONTAL SCALE: VERTICAL SCALE: SCALE: LAUX AVENUE STORM SEWER SECTIONS @ RUNNING TRAIL 1" = 20' J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 1 2 : 4 9 : 4 5 P M , D W G T o P D F . p c 3 21 + 0 0 22 + 0 0 23 + 0 0 HU MH-312 HU MH-313 STA:20+00.00 INSTALL: MANHOLE NO.1 13.40 VERTICAL FEET OF 48" MANHOLE BARREL USE DEETER 1157 MANHOLE RING & COVER 1886.0 1885.0 1884.0 1885.01886.01887.01888.0 1889.0 1893.0 1889.0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 9 + 1 1 P I : 4 + 0 9 . 8 2 E P : 9 + 1 0 . 5 1 CONTRACTOR TO FIELD VERIFY EXISTING PIPE ELEVATION PRIOR TO INSTALLING NEW SERVICE Align.=Existing 24in Sanitary Main Station=7+00.00 Offset=0.00' Northing=288772.81 Easting=2092108.01 EXISTING TREE LINE 1888.0 1887.0 BP : 2 0 + 0 0 . 0 0 1876 1878 1880 1882 1884 1886 1888 1890 1892 1894 1876 1878 1880 1882 1884 1886 1888 1890 1892 1894 Profile Data 3+50 18 9 2 . 7 2 18 9 2 . 7 2 18 9 0 . 7 6 18 9 0 . 7 6 4+00 18 8 8 . 7 6 18 8 8 . 7 6 18 8 6 . 3 0 18 8 6 . 3 0 18 8 3 . 8 7 18 8 3 . 8 7 18 8 3 . 8 7 18 8 3 . 8 7 5+00 18 8 5 . 0 6 18 8 5 . 0 6 18 8 5 . 9 3 18 8 5 . 9 3 18 8 6 . 2 2 18 8 6 . 2 2 18 8 6 . 5 8 18 8 6 . 5 8 6+00 18 8 7 . 0 1 18 8 7 . 0 1 18 8 7 . 3 9 18 8 7 . 3 9 18 8 7 . 1 6 18 8 7 . 1 6 18 8 7 . 0 7 18 8 7 . 0 7 7+00 18 8 7 . 1 8 18 8 7 . 1 8 18 8 7 . 2 9 18 8 7 . 2 9 18 8 7 . 3 8 18 8 7 . 3 8 18 8 7 . 4 6 18 8 7 . 4 6 8+00 18 8 7 . 5 5 18 8 7 . 5 5 18 8 7 . 6 1 18 8 7 . 6 1 18 8 7 . 5 0 18 8 7 . 5 0 18 8 7 . 4 9 18 8 7 . 4 9 9+00 18 8 7 . 4 8 18 8 7 . 4 8 9+50 MANHOLE NO.1 STA:20+00.00 RIM:1892.50 SUMP:1879.10 DEPTH=13.40 INV IN EL:1881.10' HU MH-312 HU MH-313 EXIST. GRADE PROFILE ESTIMATED FLOW LINE ELEV. = 1879.13 RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-8 92 4 L - 1 8 C - 7 NS W SCALE: LAUX AVENUE SANITARY SEWER PLAN 1" = 30' SCALE: LAUX AVENUE SANITARY SEWER PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH EXISTING 24" OUTFALL SEWER EXISTING 24" OUTFALL SEWER EXISTING 2 4 " O U T F A L L S E W E R N E W 1 0 " S A N . S E W E R ( S E E N E X T P A G E ) J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 1 2 : 5 0 : 3 5 P M , D W G T o P D F . p c 3 1876 1878 1880 1882 1884 1886 1888 1890 1892 1894 1896 1876 1878 1880 1882 1884 1886 1888 1890 1892 1894 1896 Profile Data 19+75 20+00 18 8 7 . 1 8 18 8 7 . 1 8 18 8 7 . 6 0 18 8 7 . 6 0 18 8 7 . 9 9 18 8 7 . 9 9 21+00 18 8 8 . 1 2 18 8 8 . 1 2 18 8 8 . 1 4 18 8 8 . 1 4 18 8 8 . 1 6 18 8 8 . 1 6 18 8 8 . 1 8 18 8 8 . 1 8 22+00 18 8 8 . 2 0 18 8 8 . 2 0 18 8 8 . 2 4 18 8 8 . 2 4 18 8 8 . 3 0 18 8 8 . 3 0 18 8 8 . 4 1 18 8 8 . 4 1 23+00 18 8 8 . 5 5 18 8 8 . 5 5 18 8 8 . 6 8 18 8 8 . 6 8 18 8 8 . 8 6 18 8 8 . 8 6 18 8 9 . 1 1 18 8 9 . 1 1 24+00 18 8 9 . 3 5 18 8 9 . 3 5 18 8 9 . 6 1 18 8 9 . 6 1 18 8 9 . 8 6 18 8 9 . 8 6 18 9 0 . 0 5 18 9 0 . 0 5 25+00 18 9 0 . 2 6 18 9 0 . 2 6 18 9 0 . 4 6 18 9 0 . 4 6 18 9 0 . 6 9 18 9 0 . 6 9 18 9 0 . 9 4 18 9 0 . 9 4 26+00 18 9 1 . 1 6 18 9 1 . 1 6 18 9 1 . 5 6 18 9 1 . 5 6 26+50 18 9 1 . 9 9 18 9 1 . 9 9 SSP-1 596.71' of 10" PVC @ 0.40% MANHOLE NO.1 STA:20+00.00 RIM:1892.50 SUMP:1879.10 DEPTH=13.40 INV IN EL:1881.10' MANHOLE NO.2 STA:25+96.71 RIM:1889.13 SUMP:1883.49 DEPTH=5.64 INV IN EL:1883.59' INV OUT EL:1883.49' EXIST. GRADE PROFILE 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 26+ 0 0 27+ 0 0 BUILD SSP-2: 184.84' of 10" PVC @ 0.40% STA:20+00.00 INSTALL: MANHOLE NO.1 13.40 VERTICAL FEET OF 48" MANHOLE BARREL USE DEETER 1157 MANHOLE RING & COVER 188 9 . 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 Align.=Existing 24in Sanitary Main Station=7+00.00 Offset=0.00' Northing=288772.81 Easting=2092108.01 STA:25+96.71 INSTALL: MANHOLE NO.2 5.64 VERTICAL FEET OF 48" MANHOLE BARREL 1888 . 0 BP : 2 0 + 0 0 . 0 0 PI : 2 5 + 9 6 . 7 1 BUILD SSP-1: 596.71' of 10" PVC @ 0.40% BUILD SSP-3: 151.37' of 8" PVC @ 0.40% Align.=SANITARY SEWER C.L. Station=25+96.71 Offset=0.00' Northing=289087.58 Easting=2091601.08 Align.=SANITARY SEWER C.L. Station=27+81.55 Offset=0.00' Northing=289271.71 Easting=2091584.90 RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-9 92 4 L - 1 8 C - 7 NS W SCALE: LAUX AVENUE SANITARY SEWER PLAN 1" = 30' SCALE: LAUX AVENUE SANITARY SEWER PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH NEW 10" PVC SAN. SEWER EXI S T I N G 2 4 " O U T F A L L S E W E R J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 1 2 : 5 1 : 3 1 P M , D W G T o P D F . p c 3 2 5 + 0 0 26 + 0 0 27 + 0 0 28+00 BUILD SSP-2: 184.84' of 10" PVC @ 0.40% STA:25+96.71 INSTALL: MANHOLE NO.2 5.64 VERTICAL FEET OF 48" MANHOLE BARREL STA:27+81.55 INSTALL: MANHOLE NO.3 15.67 VERTICAL FEET OF 48" MANHOLE BARREL PI : 2 5 + 9 6 . 7 1 PI: 27+81.55 BUILD SSP-3: 151.37' of 8" PVC @ 0.40% Align.=SANITARY SEWER C.L. Station=25+96.71 Offset=0.00' Northing=289087.58 Easting=2091601.08 Align.=SANITARY SEWER C.L. Station=27+81.55 Offset=0.00' Northing=289271.71 Easting=2091584.90 1882 1884 1886 1888 1890 1892 1894 1896 1898 1900 1902 1882 1884 1886 1888 1890 1892 1894 1896 1898 1900 1902 Profile Data 25+50 18 9 0 . 6 9 18 9 0 . 9 4 26+00 18 9 1 . 1 6 18 9 1 . 5 6 18 9 2 . 6 2 27+00 18 9 3 . 2 4 18 9 3 . 8 5 18 9 4 . 4 6 18 9 5 . 0 8 28+00 18 9 5 . 2 0 18 9 5 . 1 7 28+50 18 9 5 . 2 2 SSP-2 184.84' of 10" PVC @ 0.40% MANHOLE NO.3 STA:27+81.55 RIM:1900.00 SUMP:1884.33 DEPTH=15.67 INV IN EL:1884.63' W INV IN EL:1884.43' N INV IN EL:1884.63' E INV OUT EL:1884.33' S MANHOLE NO.2 STA:25+96.71 RIM:1889.13 SUMP:1883.49 DEPTH=5.64 INV IN EL:1883.59' INV OUT EL:1883.49' EXIST. GRADE PROFILE LAUX AVE W E S T 27+00 2 8 + 0 0 2 9 + 0 0 30 + 0 0 STA:27+81.55 INSTALL: MANHOLE NO.3 15.67 VERTICAL FEET OF 48" MANHOLE BARREL 18 9 5 . 0 1 8 9 5 . 0 18 9 4 . 0 18 9 4 . 0 18 9 6 . 0 18 9 6 . 0 18 9 7 . 0 18 9 8 . 0 1895 . 0 1896.0 1897.0 1898.0 19 0 0 . 0 18 9 7 . 0 18 9 8 . 0 18 9 9 . 0 19 0 1 . 0 19 0 1 . 0 19 0 2 . 0 1902 . 0 P I : 2 9 + 3 2 . 9 2 PI: 27+81.55 STA:29+32.92 INSTALL: MANHOLE NO.4 14.15 VERTICAL FEET OF 48" MANHOLE BARREL USE DEETER 1157 MANHOLE RING & COVER BUILD SSP-3: 151.37' of 8" PVC @ 0.40% 25 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE Align.=SANITARY SEWER C.L. Station=27+81.55 Offset=0.00' Northing=289271.71 Easting=2091584.90 33 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE Align.=SANITARY SEWER C.L. Station=29+32.92 Offset=0.00' Northing=289258.88 Easting=2091434.07 30 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE B I K E T R A I L F R A H M L A N E 1882 1884 1886 1888 1890 1892 1894 1896 1898 1900 1902 1882 1884 1886 1888 1890 1892 1894 1896 1898 1900 1902 Profile Data 27+50 18 9 4 . 4 6 18 9 5 . 0 8 28+00 18 9 5 . 2 0 18 9 5 . 1 7 18 9 5 . 2 7 29+00 18 9 5 . 3 2 18 9 5 . 3 7 18 9 5 . 6 5 18 9 6 . 0 2 30+00 18 9 6 . 3 9 18 9 8 . 4 5 18 9 9 . 2 7 30+50 18 9 9 . 0 5 19 0 1 . 7 2 SSP-3 151.37' of 8" PVC @ 0.40% MANHOLE NO.4 STA:29+32.92 RIM:1899.39 SUMP:1885.24 DEPTH=14.15 INV IN EL:1885.34' INV OUT EL:1885.24' MANHOLE NO.3 STA:27+81.55 RIM:1900.00 SUMP:1884.33 DEPTH=15.67 INV IN EL:1884.63' W INV IN EL:1884.43' N INV IN EL:1884.63' E INV OUT EL:1884.33' S EXIST. GRADE PROFILE FINISHED GRADE FUTURE CENTERLINE PROFILE "SSP-2" - 10" SANITARY SEWER LINE "SSP-3" - 8" SANITARY SEWER LINE E/W FLOWLINES SET 0.3' ABOVE S FLOW LINE 1884.63 (W) 1884.43 (N) 1884.63 (E) S=0.4% S=0.4% S = 0 . 4 % 9 0 ° 9 ' 2 9 " 9 0 ° 6 ' 2 0 " 13 L.F. 8" SANITARY SEWER LINE STUBOUT 1884.33 (S) RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-10 92 4 L - 1 8 C - 7 JM T / N S W SCALE: LAUX AVENUE SANITARY SEWER PLAN 1" = 30' SCALE: LAUX AVENUE SANITARY SEWER PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH SCALE: LAUX AVENUE SANITARY SEWER PLAN 1" = 30' NORTH SCALE: LAUX AVENUE SANITARY SEWER PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH SCALE:C-10 DT-1 3/4" = 1'-0" SANITARY PIPE JUNCTION DETAIL NEW 10" PVC SAN. SEWER NEW 8" PV C S A N . S E W E R J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 1 2 : 5 2 : 1 5 P M , D W G T o P D F . p c 3 P C P P r o p P i n 2 0 2 P C P P r o p P i n 2 0 3 PC P Pr o p P i n 20 4 PCP PropP i n 205 PCPPropP i n 206 PC P Pr o p P i n 20 7 2501900 . 1 1 0 CD1 ( R A D I U S P O I N T C U R V E # 1 ) 2111900 . 2 2 8 SET2 - 1 3 30 + 0 0 31 + 0 0 32 + 0 0 33 + 0 0 34+0 0 1 8 9 9 . 0 18 9 8 . 0 190 0 . 0 1899. 0 1898.0 STA:33+18.10 INSTALL: MANHOLE NO.5 10.86 VERTICAL FEET OF 48" MANHOLE BARREL (2) 31 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE (2) 31 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE (2) 37 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE 3.00 C/C TYP. 189 5 . 0 18 9 5 . 0 18 9 5 . 0 1 8 9 5 . 0 189 4 . 0 18 9 4 . 0 1 8 9 4 . 0 1 8 9 4 . 0 189 6 . 0 18 9 6 . 0 18 9 6 . 0 1 8 9 6 . 0 189 7 . 0 18 9 7 . 0 18 9 7 . 0 1 8 9 7 . 0 1898.0 18 9 8 . 0 18 9 8 . 0 1 8 9 8 . 0 18 9 9 . 0 18 9 9 . 0 190 0 . 0 18 9 9 . 0 19 0 1 . 0 189 5 . 0 1896 . 0 1897 . 0 1898 . 0 1 9 0 0 . 0 19 0 0 . 0 18 9 6 . 0 18 9 7 . 0 18 9 7 . 0 1 8 9 8 . 0 18 9 8 . 0 1 8 9 9 . 0 18 9 9 . 0 1 9 0 1 . 0 19 0 1 . 0 1 9 0 2 . 0 190 2 . 0 P I : 2 9 + 3 2 . 9 2 PI : 3 3 + 1 8 . 1 0 PI: 3 3 + 9 8 . 5 0 27 L.F., 8" PVC SEWER STUB, CAP & MARK TO SURFACE STA:29+32.92 INSTALL: MANHOLE NO.4 14.15 VERTICAL FEET OF 48" MANHOLE BARREL USE DEETER 1157 MANHOLE RING & COVER 20' WIDE UTILITY EASEMENT REQUIRED WITH PLAT OF LOTS BUILD SSP-4: 385.18' of 8" PVC @ 0.40% Align.=SANITARY SEWER C.L. Station=33+18.10 Offset=0.00' Northing=289431.64 Easting=2091089.81 Align.=SANITARY SEWER C.L. Station=33+98.50 Offset=0.00' Northing=289500.42 Easting=2091048.17 Align.=SANITARY SEWER C.L. Station=29+32.92 Offset=0.00' Northing=289258.88 Easting=2091434.07 BUILD SSP-5: 80.40' of 8" PVC @ 0.40%LAUX AVE WEST 1882 1884 1886 1888 1890 1892 1894 1896 1898 1900 1902 1904 1882 1884 1886 1888 1890 1892 1894 1896 1898 1900 1902 1904 Profile Data 29+15 18 9 5 . 3 5 18 9 5 . 3 7 18 9 5 . 6 5 18 9 6 . 0 2 30+00 18 9 6 . 3 9 18 9 8 . 4 5 18 9 9 . 2 7 18 9 9 . 0 5 19 0 1 . 7 2 19 0 1 . 5 4 19 0 1 . 8 2 31+00 18 9 8 . 3 3 19 0 1 . 6 6 18 9 9 . 8 6 19 0 1 . 2 6 18 9 9 . 2 2 19 0 0 . 6 4 18 9 8 . 7 8 18 9 9 . 9 2 32+00 18 9 8 . 4 6 18 9 9 . 2 1 18 9 8 . 1 9 18 9 8 . 6 2 18 9 7 . 9 3 18 9 8 . 1 8 18 9 7 . 7 1 18 9 7 . 8 8 33+00 18 9 7 . 5 0 18 9 7 . 7 4 18 9 7 . 5 5 18 9 7 . 7 1 18 9 7 . 7 3 18 9 7 . 7 6 18 9 7 . 8 7 18 9 8 . 0 9 34+00 18 9 7 . 8 9 18 9 8 . 5 2 18 9 8 . 2 2 18 9 8 . 8 4 34+50 18 9 8 . 6 5 18 9 9 . 1 5 SSP-4 385.18' of 8" PVC @ 0.40% MANHOLE NO.4 STA:29+32.92 RIM:1899.39 SUMP:1885.24 DEPTH=14.15 INV IN EL:1885.34' INV OUT EL:1885.24' SSP-5 80.40' of 8" PVC @ 0.40% MANHOLE NO.6 STA:33+98.50 RIM:1898.50 SUMP:1887.30 DEPTH=11.19 INV IN EL:1887.40' INV OUT EL:1887.30' MANHOLE NO.5 STA:33+18.10 RIM:1897.75 SUMP:1886.88 DEPTH=10.86 INV IN EL:1886.98' INV OUT EL:1886.88' NEW STREET C.L. EXIST. GRADE PROFILE FUTURE CENTERLINE PROFILE 27 L.F. 8" SEWER STUB TO BE 0.1ft ABOVE FLOW LINE RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-11 92 4 L - 1 8 C - 7 JM T / N S W SCALE: LAUX AVENUE SANITARY SEWER PLAN 1" = 30' SCALE: LAUX AVENUE SANITARY SEWER PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH NEW 8" PVC SAN. SEWER J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 1 2 : 5 3 : 2 8 P M , D W G T o P D F . p c 3 PC P Pr o p P i n 20 5 PC P Pr o p P i n 20 6 PC P Pr o p P i n 20 7 PC P Pr o p P i n 20 8 PC P Pr o p P i n 20 9 PC P Pr o p P i n 21 0 LAUX AVE WEST 33 + 0 0 34 + 0 0 35 + 0 0 36 + 0 0 37 + 0 0 38 + 0 0 1904.0 1903.0 1902.0 1901.0 1900.0 1899.0 1898. 0 19 0 4 . 0 19 0 3 . 0 190 2 . 0 1901 . 0 190 0 . 0 189 9 . 0 STA:33+98.50 INSTALL: MANHOLE NO.6 11.19 VERTICAL FEET OF 48" MANHOLE BARREL STA:38+28.71 INSTALL: MANHOLE NO.7 13.25 VERTICAL FEET OF 48" MANHOLE BARREL (2) 30 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE (2) 30 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE (2) 30 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE (2) 30 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE (2) 30 L.F., 4" PVC SEWER SERVICE, CAP & MARK TO SURFACE 3.00 C/C TYP. EP : 3 8 + 4 6 . 5 1 PI: 3 3 + 1 8 . 1 0 P I : 3 3 + 9 8 . 5 0 EASEMENT REQUIRED WITH PLAT OF LOTS BUILD SSP-6: 430.21' of 8" PVC @ 0.83% Align.=SANITARY SEWER C.L. Station=33+98.50 Offset=0.00' Northing=289500.42 Easting=2091048.17 Align.=SANITARY SEWER C.L. Station=38+28.71 Offset=0.00' Northing=289930.57 Easting=2091041.48 BUILD SSP-5: 80.40' of 8" PVC @ 0.40% 3 1 s t S T R E E T LA U X A V E W E S T 1884 1886 1888 1890 1892 1894 1896 1898 1900 1902 1904 1906 1884 1886 1888 1890 1892 1894 1896 1898 1900 1902 1904 1906 Profile Data 33+50 18 9 7 . 7 3 18 9 7 . 7 6 18 9 7 . 8 7 18 9 8 . 0 9 34+00 18 9 7 . 8 9 18 9 8 . 5 2 18 9 8 . 2 2 18 9 8 . 8 4 18 9 9 . 0 9 18 9 9 . 4 6 35+00 18 9 9 . 3 6 18 9 9 . 7 7 18 9 9 . 6 8 19 0 0 . 0 8 19 0 0 . 0 0 19 0 0 . 3 9 19 0 0 . 3 2 19 0 0 . 7 0 36+00 19 0 0 . 6 4 19 0 1 . 0 1 19 0 0 . 9 6 19 0 1 . 3 2 19 0 1 . 2 9 19 0 1 . 6 3 19 0 1 . 6 1 19 0 1 . 9 5 37+00 19 0 1 . 9 5 19 0 2 . 3 2 19 0 2 . 2 9 19 0 2 . 6 9 19 0 2 . 6 3 19 0 3 . 0 6 19 0 2 . 9 7 19 0 3 . 4 3 38+00 19 0 3 . 3 3 19 0 3 . 8 0 19 0 3 . 7 3 19 0 4 . 1 7 38+75 SSP-5 SSP-6 430.21' of 8" PVC @ 0 . 8 3 % MANHOLE NO.7 STA:38+28.71 RIM:1904.22 SUMP:1890.97 DEPTH=13.25 INV OUT EL:1890.97' MANHOLE NO.6 STA:33+98.50 RIM:1898.50 SUMP:1887.30 DEPTH=11.19 INV IN EL:1887.40' INV OUT EL:1887.30' EXIST. GRADE PROFILE NEW STREET C.L. RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-12 92 4 L - 1 8 C - 7 JM T / N S W SCALE: LAUX AVENUE SANITARY SEWER PLAN 1" = 30' SCALE: LAUX AVENUE SANITARY SEWER PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH NEW 8" PVC SAN. SEWER J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 1 2 : 5 4 : 1 5 P M , D W G T o P D F . p c 3 25 0 19 0 0 . 1 1 0 CD 1 31 st S T R E E T 51 + 0 0 52 + 0 0 53 + 0 0 54 + 0 0 5 5 + 0 0 56 + 0 0 BP: 50+00.00 PI : 5 0 + 0 5 . 0 0 PI : 5 4 + 5 3 . 3 5 P I : 5 5 + 5 7 . 0 2 PI : 5 4 + 4 9 . 7 8 PC : 5 4 + 7 2 . 0 1 P T : 5 5 + 1 0 . 3 8 STA 50+05.00 INSTALL: 1-10" GATE VALVE AND BOX 1-10" MJ TEE (PIG LAUNCHER) 1-10" MJ PLUG 2-10" FOSTER ADAPTOR 1- 10"x8" M.J. REDUCER BEGIN CONSTRUCTION INSTALL: 1-22.5° MJ ELBOW INSTALL: 1-22.5° MJ ELBOW STA 54+52.00 INSTALL: 1 - 8"X6" MJ TEE 2 - 8" GATE VALVE AND BOX 1 - 6" GATE VALVE AND BOX 2 - 8" FOSTER ADAPTOR 1 - 6" SW x SW HYDRANT ELL 1 - 6, 36 SW x SW ADAPTOR 1 - FIRE HYDRANT (7'-0" BURY) 1904.0 1903.0 1902.0 1901.0 1900.0 1899.0 1898. 0 19 0 4 . 0 19 0 3 . 0 190 2 . 0 190 1 . 0 1900 . 0 189 9 . 0 INSTALL: 1-22.5° MJ ELBOW EASEMENT REQUIRED STA 50+05.00 TO 54+54.00 INSTALL 449 L.F. OF 8" D.I. PIPE PER STANDARD SPECS STA 54+54.00 TO 55+44.00 INSTALL 90 L.F. OF 8" D.I. PIPE PER STANDARD DETAIL WITH BENDS AS NOTED ON PLAN 2 . 9 7 7.0 0 TY P 7. 0 0 TY P LAUX AVE WEST 1888 1890 1892 1894 1896 1898 1900 1902 1904 1906 1888 1890 1892 1894 1896 1898 1900 1902 1904 1906 Profile Data 49+75 50+00 19 0 5 . 3 1 19 0 5 . 3 1 19 0 4 . 4 3 19 0 4 . 4 3 19 0 4 . 0 7 19 0 4 . 0 7 51+00 19 0 3 . 3 7 19 0 3 . 3 7 19 0 3 . 0 3 19 0 3 . 0 3 19 0 2 . 6 9 19 0 2 . 6 9 19 0 2 . 3 6 19 0 2 . 3 6 52+00 19 0 1 . 9 9 19 0 1 . 9 9 19 0 1 . 6 1 19 0 1 . 6 1 19 0 1 . 2 2 19 0 1 . 2 2 19 0 0 . 8 2 19 0 0 . 8 2 53+00 19 0 0 . 4 8 19 0 0 . 4 8 19 0 0 . 1 7 19 0 0 . 1 7 18 9 9 . 8 7 18 9 9 . 8 7 18 9 9 . 5 6 18 9 9 . 5 6 54+00 18 9 9 . 2 6 18 9 9 . 2 6 18 9 9 . 2 3 18 9 9 . 2 3 18 9 8 . 7 8 18 9 8 . 7 8 18 9 8 . 4 0 18 9 8 . 4 0 55+00 18 9 8 . 2 5 18 9 8 . 2 5 18 9 8 . 2 0 18 9 8 . 2 0 55+50 18 9 8 . 0 4 18 9 8 . 0 4 MI N . D E P T H = 5 . 0 0 ' EXIST. GRADE EXIST. WATER SERVICE FINISHED GRADE 441.30' of 8" D I P @ 1 . 2 8 % 35.72' of 8" DIP @ 0.80% 45.28' of 8" DIP @ 0.33% 17.64' of 8" DIP @ 1.00% 10 . 1 0 54 + 0 0 2 . 9 7 RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-13 92 4 L - 1 8 C - 7 JM T / N S W SCALE: LAUX AVENUE WATER MAIN PLAN 1" = 30' SCALE: LAUX AVENUE WATER MAIN PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH SCALE:C-13 DT-1 1" = 10' CLEARANCE DETAIL SCALE:C-13 DT-2 1" = 10' CLEARANCE DETAIL J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 5 : 3 3 : 0 7 P M , D W G T o P D F . p c 3 1900 . 1 1 0 CD1 (RAD I U S P O I N T C U R V E # 1 ) 211 1900 . 2 2 8 SET2 - 1 3 55+ 0 0 56 + 0 0 57 + 0 0 58 + 0 0 EP: 58+33.79 PI: 54 + 5 3 . 3 5 PI : 5 5 + 5 7 . 0 2 PI: 54 + 4 9 . 7 8 PI : 5 8 + 3 3 . 0 5 PI : 5 7 + 4 4 . 3 1 PC: 5 4 + 7 2 . 0 1 PT : 5 5 + 1 0 . 3 8 1899. 0 1898.0 189 5 . 0 18 9 5 . 0 1 8 9 5 . 0 1 8 9 4 . 0 1 8 9 4 . 0 189 6 . 0 18 9 6 . 0 1 8 9 6 . 0 189 7 . 0 18 9 7 . 0 1 8 9 7 . 0 1898.0 18 9 8 . 0 1 8 9 8 . 0 18 9 9 . 0 18 9 9 . 0 190 0 . 0 18 9 9 . 0 19 0 1 . 0 189 5 . 0 1896 . 0 1897 . 0 1898 . 0 1 9 0 0 . 0 19 0 0 . 0 18 9 6 . 0 1 8 9 7 . 0 18 9 7 . 0 1 8 9 8 . 0 18 9 8 . 0 1 8 9 9 . 0 18 9 9 . 0 1 9 0 1 . 0 19 0 1 . 0 1 9 0 2 . 0 190 2 . 0 STA 57+44.85 INSTALL: 2 - 8" GATE VALVE AND BOX 3 - 8" FOSTER ADAPTOR 1 - 8"X6" MJ TEE 1-8"X8" MJ TEE (PIG LAUNCHER) 1 - 6" GATE VALVE AND BOX 1 - 6" SW x SW HYDRANT ELL 1 - 6,36 SW x SW ADAPTOR 1 - FIRE HYDRANT (6'-6" BURY) 10'-0" MIN. STA 55+44.00 TO STA 57+45 INSTALL 201 L.F. OF 8" D.I. PIPE PER STANDARD DETAIL STA 57+45.00 TO STA 58+34.00 INSTALL 89 L.F. OF 8" D.I. PIPE PER STANDARD DETAIL. END OF PHASE 2 7 . 0 0 T Y P BI K E T R A I L 1888 1890 1892 1894 1896 1898 1900 1902 1904 1906 1888 1890 1892 1894 1896 1898 1900 1902 1904 1906 Profile Data 55+00 18 9 8 . 2 5 18 9 8 . 2 5 18 9 8 . 2 0 18 9 8 . 2 0 18 9 8 . 0 4 18 9 8 . 0 4 18 9 8 . 2 5 18 9 8 . 2 5 56+00 18 9 8 . 5 3 18 9 8 . 5 3 18 9 8 . 8 2 18 9 8 . 8 2 18 9 9 . 1 4 18 9 9 . 1 4 18 9 9 . 5 4 18 9 9 . 5 4 57+00 18 9 9 . 9 7 18 9 9 . 9 7 19 0 0 . 4 0 19 0 0 . 4 0 18 9 9 . 5 0 18 9 9 . 5 0 19 0 1 . 6 9 19 0 1 . 6 9 58+00 19 0 0 . 3 1 19 0 0 . 3 1 18 9 8 . 6 4 18 9 8 . 6 4 59+00 MI N . D E P T H = 5 . 0 0 ' FINISHED GRADE EXIST. GRADE MI N . D E P T H = 1 8 " 45.28' of 8" DIP @ 0.33% 183.97' of 8" DIP @ - 1 . 0 5 % 83.64' of 8" DIP @ -0.00% ESTIMATED GRADE PROFILE END OF STREET CONSTRUCTION THIS PHASE RE V I S I O N S CH E C K E D : DR A W N : DW G : DATE: HA S T I N G S , N E B R A S K A MAY, 2019This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of Coordinating Professional: I, Steven W. Wolford, am the Coordinating Professional on the North Park Commons Phase #2 project. © C O P Y R I G H T Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d m a y n o t b e r e p r o d u c e d o r ex c e r p t e d f r o m w i t h o u t t h e e x p r e s s w r i t t e n p e r m i s s i o n o f W D e s i g n A s s o c i a t e s . Un a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y t h e co p y r i g h t l a w . 26 2 6 W . 2 N D S T . H A S T I N G S , N E 6 8 9 0 1 | 4 0 2 . 4 6 3 . 2 3 7 7 21 4 E . 1 S T S T . M c C O O K , N E 6 9 0 0 1 | 3 0 8 . 3 4 5 . 2 3 7 0 EN G I N E E R S | A R C H I T E C T S WW W . W D E S I G N E A . C O M DE S I G N A S S O C I A T E S NO R T H P A R K C O M M O N S P H A S E # 2 P R O J E C T HA S T I N G S E C O N O M I C D E V E L O P M E N T C O R P . C-14 92 4 L - 1 8 C - 7 JM T / N S W SCALE: LAUX AVENUE WATER MAIN PLAN 1" = 30' SCALE: LAUX AVENUE WATER MAIN PROFILE 1" = 30' Feet 0 30 60 Feet 0 3 6 HORIZONTAL SCALE: VERTICAL SCALE: NORTH J: \ 9 2 4 L - 1 8 H E D C L a u x A v e . N o r t h P a r k C o m m o n s \ D r a w i n g s \ 9 2 4 L - 1 8 C - 7 . d w g , 1 2 / 1 6 / 2 0 1 9 1 2 : 5 5 : 4 1 P M , D W G T o P D F . p c 3