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Home My WebLink AboutLakeview7thSTREET PROJECT HASTINGS, NEBRASKA INDEX OF DRAWINGS DESCRIPTION QUANTITY UNITS SHEET DESCRIPTION Remove Existing Concrete Header 1 L.S. CVR COVER Strip Area 1. SITE AND GRADING PLAN 2. STORM SEWER PLAN AND PROFILE C.Y. 3. MERLE AVE. PLAN AND PROFILE Excavation 4. MERLE AVE. PLAN AND PROFILE ' 5. MERLE AVE. SECTIONS Embankment 6. MERLE AVE. SECTIONS - 7. MERLE AVE. SECTIONS` _ 8. PAVING DETAILS AND TYPICAL R.O.W. SECTION F �, NDOR STANDARD PLANS •iii ' � r lei ..` -. (THESE PLANS ARE MADE A PART OF THIS PLAN SET BY REFERENCE COPIES PROJECT LOCATION CAN BE OBTAINED ON NDOR WEB SITE OR FROM THE CITY ENGINEER.) low9. NDOR EROSION CONTROL STANDARD PLAN 501 — LATEST REVISION EA. 10. NDOR SPECIAL PLAN C (TEMPORARY SILT CHECK) eL SUMMARY OF QUANTITIES ITEM DESCRIPTION QUANTITY UNITS 1 Remove Existing Concrete Header 1 L.S. 2 Strip Area 1759 C.Y. 3 Excavation 779 C.Y. 4 Embankment 395 C.Y. 5 Build Curb Inlet Y=12', B=5.08', Plan 443-R9 1 EA. 6 Build Curb Inlet Y=12', Plan 443-R9 2 EA. 7 Build Curb Inlet Y=16', Plan 443-R9 2 EA. 8 18" RCP Class III Storm Sewer 64 L. F. 9 24" CPP Type S Storm Sewer 342 L. F. 10 Construct 4713-4000 Concrete Street wl Curb 3656 S.Y. 11 Construct Concrete Street Header 1 EA. 12 Adjust manhole 3 EA. 13 Seeding 1.45 AC. 14 Silt Fence 390, L. F. 15 Straw Bale Erosion Check 40 L. F. APPROVAL DAVI D L. HVAC KE R ILP. E. DIRECTOR OF PUBLIC WORKS 1 CITY ENGINEER HASTINGS UTILITIES LAKEVIEW VILLAGE 7TH ADDITION Dli C, DATE DATE 42ND ST. NORTH SHORE DR. Ir r ' VICINITY MAP Q �- r%. r - SEC. 36-8-10 � {— fir` � 4 )RTH SHORE DR.n� LOCATION MAP NO SCALE I, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly U J J F-5 U WLU �¢F W W U z 01^ N N Ln e/ //�� ' M 04 v, QO O U) O � M O CD Go (3) co O W W Z z Z Cn 0 Z ' ^ 0 F - v U Q U = 0 W N W QN N N Seal of Com aNi a� o. -0o-0 U 0 o0 �� Quo o� o CU � o N N O ((-nn .O 2 N E O C i U'u Q N 0 O O 0 0) d O O O m N 3 0 U E (n O 0 0- N N 0) C cu -1 N 00 E E-0 zo; 0 N -0 N t -r ~ U cu nal: DATE: SEPTEMBER, 2017 r 61 4� 'All W ' r 1' r W � Z ® w Ir r ' VICINITY MAP Q �- r%. r - SEC. 36-8-10 � {— fir` � 4 )RTH SHORE DR.n� LOCATION MAP NO SCALE I, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly U J J F-5 U WLU �¢F W W U z 01^ N N Ln e/ //�� ' M 04 v, QO O U) O � M O CD Go (3) co O W W Z z Z Cn 0 Z ' ^ 0 F - v U Q U = 0 W N W QN N N Seal of Com aNi a� o. -0o-0 U 0 o0 �� Quo o� o CU � o N N O ((-nn .O 2 N E O C i U'u Q N 0 O O 0 0) d O O O m N 3 0 U E (n O 0 0- N N 0) C cu -1 N 00 E E-0 zo; 0 N -0 N t -r ~ U cu nal: DATE: SEPTEMBER, 2017 CURVE DATA a pm - - - ^X . " N 1� CD1 28 \ 1936.880 \o \ a I I A=39' 30' 44.64" OIUSPOINT CURVE #1)� o \ \ a R=200.00' ^, \ V \ J 137.92 \ LC=135.21' \ \ po \ LCB=N 39°33'22"E f��9 �, ` 1 \ \ \ I INSTALL 360 L.F. EP: 10+61.31 r \ \ OF SILT FENCE PROTECT EXIST. STRUCTURE AND PROPERTY DURING STREET CONSTRUCTION o a \ \ NOTE: CONTRACTOR SHALL PROVIDE AND INSTALL 40 L.F. OF STRAW BALE EROSION CHECK, SEE NDOR SPECIAL PLAN C 3 I9g3 0 � \ � \ SPREADING OF SURPLUS SOIL IS � SUBSIDIARY TO STRIPPING AND \ I \ I o EMBANKMENT QUANTITIES AS o OUTLINED IN CONTRACT. I I I I I I r 6� \ I 1 I EXCESS FILL AND STRIPPINGS SHALL BE SPREAD ON LOW SIDE I wo I \ I \ I I I I \ \ OF PROJECT BEGINNING AT R.O.W \ AND FEATHERING AWAY FROM \ LIMITS OF STRIPPING \ I a aa aa aa � a a a a �,Dw \ o \ \ \ R.O.W ON PRIVATE PROPERTY. w \ 11982 'DA AND SEEDING AREA \ o\ \ ?� ` - - - - - - - - - - - \ , o �� IH \ `• '1 �3 3 j I,p�\j9, \ jD�`1193' 3 �rly3 > t9,4 \�� \ j j931 3 0� 3 I93p0 j j j 1. j j j 119290 19q � \ >FOo .39p ,38,p ?o # 60 �,• 'r0 \O •O O \ \ \ \ . 110 \ \ a �\ a s'o a \ a \ `\ I N. Jill 1940.0 0 / 41.0 3y p 0 937.0 b y �> p 4,p a 3,0 1 a a > 119 \ �X 19 , c > 19 > 1 1 1938., 1 1 1 r 1 1 1 1 193, 1 1 1935. 193 193 1932.0 1931.0 1930.0 I ' 1919.0 1928.0 >� c I \ ��• f9 \�r.�r�•MERLE AVE. I : j9 43O \.w� 3 w� 3 ;.%a \ j �.� > �\ �, .w�> 3\ > 3�O-, �� 3 19� Z80 \� o, o> ��w o o, o 'o 0 0, �I9 ICID \ \\ > q�q�00 ��^o b0 ��o `�� o p 0 0 p CC 8 p o 3 p o 1 > > q \ , q3 cc::) ,q 1q , o q3. 1q, o , 193 0 1919 ` 0 192 0 CD L0 C4 A"IIII7, 1193_9'0 $ I93g , 1193) �� , 1936 I93y 19311933 , 1932 0 1931.0 CD , 1930.0 Ig 11929. 1928. 112R W \ \ I9gZ0` 0 0' 0 0' 40 0' 0 0 1945.751 \ \ I oo o 10 I \ �� 198110 0 _ � Q .D \ t I I N o V \ �I990p= = J9'790 - ._ - = I936p= ' = I93q.0- - -. - - 1932.0 - - - ,1931.0 - - - _1930.0 COMPACTION FACTOR 1.4 REQUIRED LOOSE FILL (CUT) 427.39 CUBIC YARDS NET DIFFERENCE (EXCESS) 351.13 CUBIC YARDS STRIPPINGS 1758.69 CUBIC YARDS TOTAL FOR BACKFILL AND 4778.62 \ \ \ o L 1933.86 6 LS 448 5417.00 OF SILT CE 1936.81 7 LS 448 5737.85 4779.06 1943.45 8 5/8 RB 6057.09 4779.39 1948.38 9 1/2 RB 6058.08 4777.88 I -1932.0- 1933.0 932.0-1933.0 \ ` CON' -ROL POINT, TYP. \ co K r•I942� \ \ \ \ \ \ \ m 19350 in Z \ Ah L ti _ �� - - • - - - - �orn \ \ �-1943.0 Q:�� N \ N LAKEVIEW 7TH ADDITION PLATTED LOT LINES, TYP. GRADING 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 IN THE CENTER OF THE LOTS TO THE LOW SIDE OF THE STREET SECTION. 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. GENERAL NOTES 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 o 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. r 4. ALL VALVES SHALL BE LOCATED AWAY FROM DITCH BOTTOMS OR DRAINAGE WAYS. N 5. NEWLY PLATTED AREAS AND DEVELOPER DESIGNATED BORROW AREAS CONSTITUTE THE LIMITS OF CONSTRUCTION UNLESS NOTED OTHERWISE. U r 6. ALL SIDEWALK TO BE CONSTRUCTED AT A LATER DATE BUT PRELIMINARY GRADING IS INCLUDED IN THIS PROJECT FOR FUTURE SIDEWALKS. o I 7. CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR FUTURE A.D.A. RAMPS. LOCATION TO BE DETERMINED IN FIELD BY CITY ENGINEERING STAFF. GRADING AND SITE PLAN SCALE: 1:40 SUMMARY OF EARTHWORK FROM COMPARISON OF STRIPPING SURFACE TO PREPARED SUBGRADE SURFACE TOTAL CUT 778.52 CUBIC YARDS TOTAL FILL 305.28 CUBIC YARDS COMPACTION FACTOR 1.4 REQUIRED LOOSE FILL (CUT) 427.39 CUBIC YARDS NET DIFFERENCE (EXCESS) 351.13 CUBIC YARDS STRIPPINGS 1758.69 CUBIC YARDS TOTAL FOR BACKFILL AND 4778.62 FILL ON LOW -SIDE LOTS 2109.82 CUBIC YARDS FILL REQUIRED FROM BORROW 0 CUBIC YARDS CONCRETE QUANTITY ESTIMATE (APPROXIMATE FOR USE WITH EARTHWORK COMPUTATIONS) APPROXIMATE AREA OF TYPICAL STREET SECTION 16.00 SQUARE FEET APPROXIMATE AREA OF TYPICAL SIDEWALK SECTION 1.33 SQUARE FEET STREET LENGTH, FEET VOLUME, CUBIC YARDS MERLE AVE. 1061.00 628.74 STREET TOTAL 1061.00 628.74 RADII ON INTERSECTION 0.00 SQUARE FEET 0.00 SIDEWALKS 2122.00 105.73 ESTIMATE TOTAL CONCRETE VOLUME 734.47 Control Data Point # Description Northing Easting Elevation 3 1/2 RB 4935.32 4780.06 1931.12 4 1/2 RB 5125.02 4778.62 1933.24 5 1/2 RB 5205.99 4781.18 1933.86 6 LS 448 5417.00 4778.82 1936.81 7 LS 448 5737.85 4779.06 1943.45 8 5/8 RB 6057.09 4779.39 1948.38 9 1/2 RB 6058.08 4777.88 1948.21 10 1/2 RB 6069.50 4944.05 1945.76 12 1/2 RB 5156.58 5200.03 1927.44 14 LS 448 6058.66 4779.31 1948.47 17 1/2 RB 4935.36 4780.08 1931.12 29 STMH 1927.67 100 SMH 1927.69 101 CL X CL 4969.48 4970.02 1927.68 a n N °r W 264 1927.711 WV PI: 0+00.00 101 1927.677 jCLXCL -0+25.49 100 + 1927.686 O SMH 29 / 1927.670 STIM 41 7987 P/y I, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly Seal of CQaK C- 1 DATE, SEPTEMBER, 2017 NOTE: CONTRACTOR SHALL CONSTRUCT BALANCE OF 20' RADIUS TRANSITION CURB AND STREET DETAIL A -A SCALE: 1" = 10'-0' E 0 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 EXISTING NEW ELEVATION ELEVATION (TYP) (TYP) PROFILE - MERLE AVE. CENTERLINE SCALE: 1" = 30'-0" I, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly I Seal of CQaK C-3 DATE: SEPTEMBER, 2017 � (p 00 Lq 00 (p Lq O M (p 00 Lq 00 LO O 00 Cl) M V 00 N Lq 00 Cl) 00 00 (p 00 p) (D M Cl) Cl) M [-� 00 00 Lq 0) Cl) V 00 N 00 N O Lq Cl) O M 00 00 r— Lq O Cl) p) 00 Cl) r— Cl) (DV V —. 00 Lq Cl) L N p) Cl) V Cl) N 00 O r-� V Cl) M 00 00 N N 00 N N r-- 0000 N N 0000 N N M00 N N M00 N N M N N 0 MM N N MM N N MM N N 00 N Cl) 00 Cl) Cl) 00 Cl) Cl) Cl) M O Cl) M Cl) M N M M NN M co NN co CO MM CO co MM co co V co Cl) V V Cl) Cl) V Cl) Profile Data w( rn� rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rn� rnrn rn� 0') rn� rnrn rnrn rnrn rnrn LU Lu LL Lu LL Lu LL Lu LL w LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL Lu LL w LL Lu LL w LL -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 EXISTING NEW ELEVATION ELEVATION (TYP) (TYP) PROFILE - MERLE AVE. CENTERLINE SCALE: 1" = 30'-0" I, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly I Seal of CQaK C-3 DATE: SEPTEMBER, 2017 E 0 SIDEWALK TO BE CONSTRUCTED BY \ \ OTHERS AT A LATER DATE. FINISHGRADING TO BE \ I I \ ` ETED TO ACCOMODATE FUTURE URESIDEWALK. \ \\ J9 ly CID \ o \ I E E -77 E E E E E E Zy36p E E E E E 10 11945.75 5 RB p I s E Eo E E E E E E .o E E E E E � E E E E E E '� E E E E E E '� E E E E E E'er E E E •� o_ E o f E E E EEE �a0 t X50 — — q36� q3 — -k- tiq tiga co E E E \ I + �� rel + �0 �X� E E E E E E E EE E E E E E E E E E E E E E E E E SAW CUT TYPICAL TRANSVERSE E E E E E E E E \ E E E E JOINTS @ 8' CENTERS E E\ E E E E E E E E E� E E / 1942.0 \E 492\ E rDy E E E E / �\ E x O� E E E E E t9''so E E E E p E E '� E E 36p E E E\ E E 3�o E E E E E 38p E E E E E9p E E E oo E E\ E E E E 19420 p� �/ \ E E E E E E E \E E E E E E E E E \ STA +0.00 TO STA +10+61.31 BUILD 1061.31 L.F. OF STREET, CURB \ po \ AND GUTTER PER DETAILS ON SHEET 9 4$1 �E E E x E \ \ \E E E X E E ara 1943 p NOTE: E E E E E E E STRAW BALE EROSION CHECK, 9430_ E TO BE PROTECTED AND REMAIN IN PLACE AFTER PROJECT IS X \ COMPLETE. � \ \ � \E E •ro E E '� E E / �/ E E \ \ \ CURVE DATA E o E o E SEE \ E E E E E E E S F E F \ Q 1 CD1 \ =39 30 44.64 o R=20000 .' \ a E E E E E E I9QQ \ L=137.92 \ ` 1 ' E E E ° E / E E� EP: 10+61.31 LC=135.21' \ E E E E E E \ \ LCB=N 39°33'22"E 1 \ E E E E E E E E E E E STA. 10+61.31 CONSTRCT ONE 1' MINIMUM LONG \ \ I 1 \ E E E E E BY 31' WIDE DISPOSABLE CONCRETE HEADER \ 1 \ E E E E E E E 19 r� 1936.880 CD1 (RADIUS POINT CUR � #1) \ o � 1 MERLE AVE SCALE: 1" = 30'-0' NORTH 1944 1942 1940 1938 1936 1934 1932 1930 1928 1926 1924 V Profile Data (02 X LU MERLE AVENUE PROFILE M CD 0 11 Q H U) Y rn O Q o LU Cl) of M LU II 0 > of J (D LU 00 Cl) N 00 Cl) Cl) 00 00 01) Cl) 00 Cl) Cl) 07 00 V Cl) (0 00 00 Cl) o N 07 � 01) Cl) o 00 00 Cl) V 00 o Cl) (p 00 00 V V O� O� V 07 O� 0 07 (O N 00 [-� 07 N N 00 00 M M O� V O� M N 07 07 O� 1`-� — o M N 07 07 r- V 07 07 07 07 (O (O (O � r— r-- 00 00 00 00 0-) 6 o0') o o o N N N N N N N M Cl)' Cl) co co co co co co co co Cl) Cl) Cl) Cl) Cl) Cl) Cl) Cl) Cl) Cl) Cl) Cl) co co 'T co V V V V V V V V V V V V V V V V V V V V V V X rn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn LU X(D X(D X(D X(D X0 X(D X(D X(D X(D X(D X(D X(D X(5 X(7 X(7 X(7 X(7 LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL LU LL 1944 1942 1940 1938 1936 1934 1932 1930 1928 1926 1924 J- 5+50 5+50 6+00 7+00 8+00 9+00 10+00 10+75 EXISTING NEW ELEVATION ELEVATION (TYP) (TYP) PROFILE - MERLE AVE. CENTERLINE SCALE: 1" = 30'-0" FA J\ I, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly I Seal of CQaK z O C) U) am =w � z z W�-- U) W z Y a J Y o Y 0 o Q u N � Q 78 oQ o 2 o O 8- oQ Q � m p O F E N O S a� E Q � A Y 0 N O } O m N o U o ® 0 u c, X y �L0 �0 Y Q O E E O N 00 B O y N t L 2- ~ U � x 7 C-4 DATE: SEPTEMBER, 2017 1935 Sta. 1 +25.00 ...... ELEV =. ......... ..........ELEV = .......ELEV= ...... ......... 1929.03_D - - - - 1928.83 1929.03 1930 _ ------------- - - - - %WzzzxMffi LIMITS OF ...... .. . . .. --- .... . STRIPPINGS (TYP) P-2 ... --------------------------------------- -- COM PACTED 1925 SUBGRADE -40 -30 -20 -10 0 Sta. 1 +00.00 1935 1930 1925 192040 -30 -20 -10 0 ELEV = Sta. 0+75.00 1930 1935 1930 10 CLASS III (TYP) 30 401925 1925 192040 -30 -20 -10 0 Sta. 0+50.00 ELEV = 1930 1Q7R 7R ELEV =T 10 1935 1930 1925 20 30 401920 ELEV = 1930 1925 1925 20 30 401920 ELEV = 1930 192 q' ' 40 -30 -20 -10 0 Sta. 0+25.00 1930ELEV = ELEV = 1928.03 1928.03 -. -. .. . 1927.83. . _ . . .. . . . . LIMITS OF . . . . . .. . . _ _ �- STRIPPINGS (TVP) .... ........�-------------------------------------------------------- --------------�' COMPACTED 1925 SUBGRADE P-2.. . . .. CLASS III (TYP) . . .. . ............................................................... ......... 10 1925 20 30 401920 ELEV = 1930 1925 192040 -30 -20 -10 0 10 20 30 401920 Strippings 31.01 Sta. 0+00.00 129.45 Paving & Sidewalks 1930 ELEV = ELEV = ELEV = 1930 51.44 171.42 1927.78 0.00 1 0.00 1927.58. ( P-2 1927.78 COMPACTED . (TYP) 192540 -30 -20 -10 0 10 20 30 401925 SECTIONS - MERLE AVE. SCALE: 1" = 10'-0' Material(q) at Station 1+25.00 Material Name Area Volume Cumulative Volume Strippings 31.01 28.95 129.45 Paving & Sidewalks 18.69 17.31 86.53 Grading Cut 56.48 51.44 171.42 Grading Fill 0.00 1 0.00 0.00 Materials) at Station 1+00.00 Material Name Area Volume Cumulative Volume Strippings 31.52 29.19 100.50 Paving &Sidewalks 18.69 17.31 69.22 Grading Cut 54.64 44.48 119.98 Grading Fill 0.00 0.00 0.00 Material(s) at Station 0+75.00 Material Name Area Volume Cumulative Volume Strippings 31.52 29.25 71.31 Paving & Sidewalks 18.69 17.31 51.92 Grading Cut 41.44 35.43 75.50 Grading Fill 0.00 0.00 0.00 Materials) at Station 0+50.00 Material Name Area Volume Cumulative Volume Strippings 31.65 28.36 42.06 Paving & Sidewalks 18.69 17.31 34.61 Grading Cut 35.09 28.16 40.07 Grading Fill 0.00 0.00 0.00 Material(s) at Station 0+25.00 Material Name Area Volume Cumulative Volume Strippings 29.60 13.70 13.70 Paving & Sidewalks 18.69 17.31 17.31 Grading Cut 25.73 11.91 11.91 Grading Fill 0.00 0.00 0.00 Material(s) at Station 0+00.00 Material Name Area Volume Cumulative Volume Strippings 0.00 0.00 0.00 Paving & Sidewalks 18.69 0.00 0.00 Grading Cut 0.00 0.00 0.00 Grading Fill 0.00 0.00 0.00 CENTERLINE 1935 Sta. 2+75.00 CLASS II ELEV = ELEV - . . ELEV - EMBANKMENT CLASS 5 .. 1930.33 1930.53 (TVP) EMBANKMENT _ (TYP) - - - - -. /717 7srir .- .-.-.�. -40 -30 -20 -10 0 Sta. 2+50.00 1935 1930 19250 -30 -20 -10 0 Sta. 2+25.00 1935 10 20 30 40 50 60 1930 19250 -30 -20 -10 0 Sta. 2+00.00 1935 10 20 30 40 50 60 1930 19250 -30 -20 -10 0 Sta. 1+75.00] 1935 10 20 30 40 50 60 1930 19250 -30 -20 -10 0 Sta. 1+5 1935 10 20 30 40 50 60 1930 LIMI STRIPPINGS 1925 10 20 30 40 50 60 i=r�r 1930 925 1935 1930 1925 1935 1930 1925 1935 1930 1925 1935 1930 1925 1935 1930 1925 Material(s) at Station 2+75.00 ELEV = ELEV = ELEV = CLASS II Strippings 1929.28. . .. . . .. .. .1929.08. .. . . .. .1929.28 EMBANKMENT 18.69 17.31 190.37 Grading Cut (TYP) 14.85 296.90 Grading Fill 7.97 1 7.53 . S OF ( P-2 COMPACTED . (TYP) ) SUBGRADE . . . . . . . . . ...................... CLASS III (TYP) GO -30 -20 -10 0 10 20 30 4 i=r�r 1930 925 1935 1930 1925 1935 1930 1925 1935 1930 1925 1935 1930 1925 1935 1930 1925 Material(s) at Station 2+75.00 Material Name Area Volume Cumulative Volume Strippings 46.57 43.11 359.48 Paving & Sidewalks 18.69 17.31 190.37 Grading Cut 16.63 14.85 296.90 Grading Fill 7.97 1 7.53 39.65 Material(s) at Station 2+50.00 Material Name Area Volume Cumulative Volume Strippings 46.56 43.12 316.37 Paving &Sidewalks 18.69 17.31 173.06 Grading Cut 15.44 14.15 282.05 Grading Fill 8.29 7.97 32.12 Material(s) at Station 2+25.00 Material Name Area Volume Cumulative Volume Strippings 46.58 43.27 273.24 Paving & Sidewalks 18.69 17.31 155.75 Grading Cut 15.11 13.45 267.90 Grading Fill 8.92 1 8.81 24.16 Material(s) at Station 2+00.00 Material Name Area Volume Cumulative Volume Strippings 46.89 42.92 229.97 Paving & Sidewalks 18.69 17.31 138.45 Grading Cut 13.95 12.18 254.45 Grading Fill 10.12 9.16 15.34 Material(s) at Station 1+75.00 Material Name Area Volume Cumulative Volume Strippings 45.81 32.23 187.05 Paving & Sidewalks 18.69 17.31 121.14 Grading Cut 12.35 25.21 242.28 Grading Fill 9.67 5.33 6.18 Material(s) at Station 1+50.00 Material Name Area Volume Cumulative Volume Strippings 23.81 25.38 154.82 Paving & Sidewalks 18.69 17.31 103.84 Grading Cut 42.11 45.64 217.06 Grading Fill 1.84 0.85 0.85 z O C) U) am =w � z z W� w z Y a J I VJ ~ 0 r U LUY� U W N Y � z o a 0 o N Q a) °� o p 2 Q W 3 c - N o L Z O'n O Q 0 N N 3 m E N o ` ) m F �v oo m � m } i= to w `O o_o�m Z = U oww, O U o O z �®8n_ �� -x o a �L ~ o a) o Q m . Vi N W O Qw 3 E E N o N N N 06 B O 41 L - 2 x o Seal of C fessiom VEER b� s rn r * wO�* Z >-J LL- C9 wo O 5� LO U h` J rn � 0 z z LU O Y �Q � 2 LU D 0 U Q� I, Steven W. Wolford, am the C-5 Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. DATE: SEPTEMBER, 2017 if not one inch on this sheet, adjust scales accordingly � E 0 1935 ELEV = ELEV = ELEV 32.01 1931.81 1932.01 . L-- - - - - ------ -- . 193040 -30 -20 -10 0 10 20 30 40 50 60 Sta. 3+75.00 1935 ELEV = ELEV = ELEV- 1931.63 LEV=1931.63 1931.43 1931.63. -40 -30 -20 -10 0 10 20 30 40 50 60 1930 ---------- Sta. 3+50.00 1935 ......... .... ELEV = ELEV = ELEV = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1931.31 1931.11 1931.31 - - - ....... ........ ... ... ........ ........ ......... ......... .... - - - _ 193-40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 3+25.00 1935 1930 1925 ' -40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 3+00.00 1935 . . . . . . . . . . . . . . . . . . . ......... ....... ELEV=....... ... ELEV=........... ELEV=...... EMBANKMENT CLASSI 193L ---------- 0.78 1930.58 1930.78 (TYP) EMBANKMENT . . - - - ..... .... ----- (TYP) 1930 - --- ----- -- - - - -- ---- ---- ---- ---- -- -- . -- V -- •---------- LIMITS OF...... .. ......... ......... ......... ......... .... STRIPPINGS (TYP)...... ........... COMPACTED SUBGRADE CLASS III (TYP) 192540 -30 -20 -10 0 SECTIONS - SCALE: 1" = 10'-0' 10 20 30 40 50 60 MERLE AVE. CENTERLINE 1935 1930 1935 1930 1935 1930 1935 1930 1925 1935 W,1,1, 1925 Material(s) at Station 5+00.00 Material Name Material Name Area Volume Cumulative Volume 0.00 0.00 CLASS II 0.00 0.00 0.00 Strippings 46.65 43.19 747.90 ELEV = 17.31 Sta. 5+00.00 447.78 Grading Fill 7.46 EMBANKMENT 90.47 CLASSI 1933.98 ELEV = ELEV = (TYP) EMBANKMENT 1935 - - - 1933.98 rn (NP) 1935 - - 1933.78 0 Z LU LIMITS OF - - ---- ----------- ---- -- O PACTED ---------- ---------- ----- ---- STRIPPINGS P \' ) . ..SUB GRADE CLASS III (TYP) 1930 1930 -40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 4+75.00 ELEV = ELEV = 1935 1933.43 ELEV = 1933.43 1935 1933.23 A. 193040 1930 -30 -20 -10 0 10 20 30 40 50 60 Sta. 4+50.00 1935 ELEV = ELEV = 1935 ELEV = 1932.91 1932.71 1932.91 -- --- -------------------------- --------- -- - - - - 19394' 193040 7-1 1930 -30 -20 -10 0 10 20 30 40 50 60 Sta. 4+25.00 1935 ELEV = ELEV = 1935 .- .- 1932.43 ELEV = . 1932.43 - 1932.23 193040 1930 -30 -20 -10 0 10 20 30 40 50 60 Sta. 4+00.00 1935 ELEV = ELEV = ELEV 32.01 1931.81 1932.01 . L-- - - - - ------ -- . 193040 -30 -20 -10 0 10 20 30 40 50 60 Sta. 3+75.00 1935 ELEV = ELEV = ELEV- 1931.63 LEV=1931.63 1931.43 1931.63. -40 -30 -20 -10 0 10 20 30 40 50 60 1930 ---------- Sta. 3+50.00 1935 ......... .... ELEV = ELEV = ELEV = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1931.31 1931.11 1931.31 - - - ....... ........ ... ... ........ ........ ......... ......... .... - - - _ 193-40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 3+25.00 1935 1930 1925 ' -40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 3+00.00 1935 . . . . . . . . . . . . . . . . . . . ......... ....... ELEV=....... ... ELEV=........... ELEV=...... EMBANKMENT CLASSI 193L ---------- 0.78 1930.58 1930.78 (TYP) EMBANKMENT . . - - - ..... .... ----- (TYP) 1930 - --- ----- -- - - - -- ---- ---- ---- ---- -- -- . -- V -- •---------- LIMITS OF...... .. ......... ......... ......... ......... .... STRIPPINGS (TYP)...... ........... COMPACTED SUBGRADE CLASS III (TYP) 192540 -30 -20 -10 0 SECTIONS - SCALE: 1" = 10'-0' 10 20 30 40 50 60 MERLE AVE. CENTERLINE 1935 1930 1935 1930 1935 1930 1935 1930 1925 1935 W,1,1, 1925 Material(s) at Station 5+00.00 Material Name Material Name Area Volume Cumulative Volume 0.00 0.00 0.00 0.00 0.00 0.00 Strippings 46.65 43.19 747.90 Paving & Sidewalks 18.69 17.31 346.12 Material(s) at Station 4+75.00 Material Name Area Volume Cumulative Volume Strippings 46.64 43.18 704.71 Paving & Sidewalks 18.69 17.31 328.82 Grading Cut 16.69 16.42 447.78 Grading Fill 7.46 6.67 90.47 Material(s) at Station 4+50.00 Material Name Area Volume Cumulative Volume Strippings 46.63 43.18 661.52 Paving & Sidewalks 18.69 17.31 311.51 Grading Cut 18.79 18.91 431.35 Grading Fill 6.94 6.20 83.80 Material(s) at Station 4+25.00 Material Name Area Volume Cumulative Volume Strippings 46.62 43.17 618.35 Paving & Sidewalks 18.69 17.31 294.20 Grading Cut 22.07 21.31 412.44 Grading Fill 6.44 5.75 77.60 Material(s) at Station 4+00.00 Material Name Material Name Area Volume Cumulative Volume Strippings 46.62 43.16 575.18 Paving & Sidewalks 18.69 17.31 276.90 G Grading Cut 23.95 22.00 391.13 Gradin g Fill P5.98 6.06 5.58 71.85 Material(s) at Station 3+75.00 Material Name Area Volume Cumulative Volume Strippings 46.61 43.15 532.02 Paving & Sidewalks 18.69 17.31 259.59 Grading Cut 23.56 20.55 369.13 Grading Fill 6.06 5.91 66.27 Materials) at Station 3+50.00 Material Name Area Volume Cumulative Volume Strippings 46.60 43.14 488.87 Paving & Sidewalks 18.69 17.31 242.28 Grading Cut 20.83 18.54 348.58 Grading Fill 6.71 6.51 60.36 Materials) at Station 3+25.00 Material Name Area Volume Cumulative Volume Strippings 46.59 43.13 445.73 Paving & Sidewalks 18.69 17.31 224.98 Grading Cut 19.21 17.17 330.05 Grading Fill 7.36 6.95 53.85 Materials) at Station 3+00.00 Material Name Area Volume Cumulative Volume Strippings 46.58 43.12 402.60 Paving & Sidewalks 18.69 17.31 207.67 FG�adingCut17.88 7.07 15.98 312.87 G7.66 11.59 7.14 46.89 Sta. 6+75.00 CLASS II EMBANKMENT CLASSI 1940 ELEV = ELEV = ELEV = (TYP) EMBANKMENT 1940 1937.83 1937.63 1937.83 (TYP) LIMITS OF - iiv��.�_ - ---- ---- ---- STRIPPINGS (TYP) 7T7- - - - ----------- - - --- - ------ -- .. .. ----- 1935 COMPACTED 1935 -40 -30 -20 -10 0 10 SUBGRADE 30 40 50 60 CLASS III (TYP) Sta. 6+50.00 1940 1937 = ELEV = ELEV = ELEV 28 1937.08 1937.28 --- - - - ---- ----- -- -- - -40 -30 -20 -10 0 10 20 30 40 50 60 1935 Sta. 6+25.00 1940 1935 1930' ' -40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 6+00.00 1940 1935 193040 -30 -20 -10 0 10 20 30 40 50 60 Sta. 5+75.00 1940 1935 193040 -30 -20 -10 0 10 20 30 40 50 60 Sta. 5+50.00 1940 1935 193 IL' -40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 5+25.00 1940 ......... ...... ELEV =........ ELEV=.. ELEV =....... CLASS II ........ CLASS .. I .... ......... .... . 1934.53 1934.33.. .. . . .. . . ..1934.53. . .. . . . EMBANKMENT EMBANKMENT ......... .................... ..................... (TYP) ........ (TYP) ......... .... 1935--,- I-Z71- - - - LIMITS OF .. . . . .. . . .. .-------------------------------------------------------- ---------- . . .--------- -. _ _COMPACTED SUBGRADE CLASS III (TYP) 193040 -30 -20 -10 0 10 20 30 40 50 60 1940 1935 1940 1935 1930 1940 1935 1930 1940 1935 Material(s) at Station 6+75.00 Material Name Area Volume Cumulative Volume Strippings 46.72 43.26 1050.50 Paving & Sidewalks 18.69 17.31 467.26 Grading Cut 7.07 5.97 514.33 Grading Fill 11.59 11.69 172.36 Material(s) at Station 6+50.00 Material Name Area Volume Cumulative Volume Strippings 46.71 43.25 1007.24 Paving & Sidewalks 18.69 17.31 449.96 Grading Cut 5.83 5.49 508.36 Grading Fill 13.67 12.86 160.66 Material(s) at Station 6+25.00 Material Name Area Volume Cumulative Volume Strippings 46.70 43.24 964.00 Paving & Sidewalks 18.69 17.31 432.65 Grading Cut 6.03 5.86 502.87 Grading Fill 14.12 12.39 147.80 Materials) at Station 6+00.00 Material Name Material Name Area Volume Cumulative Volume Strippings 46.69 43.23 920.76 Paving & Sidewalks 18.69 17.31 415.35 Grading Cut 6.62 6.62 497.02 Grading Fill 12.65 1 10.99 1 135.41 Material(s) at Station 5+75.00 Material Name Area Volume Cumulative Volume Strippings 46.68 43.22 877.53 Paving & Sidewalks 18.69 17.31 398.04 Grading Cut 7.67 7.80 490.40 Grading Fill 11.08 9.70 124.42 fi>~kIi� 1940 1935 1930 1940 1935 Material(s) at Station 5+50.00 Material Name Area Volume Cumulative Volume Strippings 46.67 43.21 834.31 Paving & Sidewalks 18.69 17.31 380.73 Grading Cut 9.18 9.41 482.60 Grading Fill 9.86 8.83 114.71 Material(s) at Station 5+25.00 Material Name Area Volume Cumulative Volume Strippings 46.66 43.20 791.10 Paving & Sidewalks 18.69 17.31 363.43 Grading Cut 11.14 11.42 473.19 Grading Fill 9.21 8.12 105.89 VJ ~ 0 r U W2 O.. U W � A Y � ci O N Q S w 3 Quo Q N N 3 m E N o `n �v/ N o .. a� m u z `o o_o�m z C O m 2 w o U No 0 11 O z ® n- _ � x o v / a) OQ W 1 N E F O Ld 3 �m N N N 06 B O x � Seal of C fessiom VEER b� s C--') r * wLL� >* Z � � 0 ��w 5� S�JN6 Z Y � �LU 2 LU D D � 1930 C) I, Steven W. Wolford, am the C-6 Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. DATE: SEPTEMBER, 2017 if not one inch on this sheet, adjust scales accordingly � U J rn � 0 Z LU Z Y � �LU 2 LU D D � 1930 C) I, Steven W. Wolford, am the C-6 Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. DATE: SEPTEMBER, 2017 if not one inch on this sheet, adjust scales accordingly � Sta. 8+75.00 1945 CLASS II CLASS 1 1945 ELEV = . ELEV =. ELEV =. EMBANKMENT EMBANKMENT . . . . . 1942.12 1941.92 1942.12 (TYP) (TYP) LIMITS OF. . ---� - - - - - STRIPPINGS (TYP) - .-- - -- 1940 1940 COMPACTED ---- SUBGRADE CLASS III (TYP) .. 1.. 1.1. 1 . . . .. .. 193540 -30 -20 -10 0 10 20 30 40 50 60 1935 Sta. 8+50.00 1945 1940 193540 1945 1940 -30 -20 -10 0 10 20 30 40 50 60 Sta. 8+25.00 ELEV = ELEV = ELEV = 1941.13 1940.93 1941.13 193540 1945 1940 193 40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 8+00.00 1945 1940 193540 -30 -20 -10 0 10 20 30 40 50 60 Sta. 7+75.00 1945 1940 1935 -30 -20 -10 0 10 20 30 40 50 60 Sta. 7+50.00 1945 1940 1935 1945 1940 1935 1945 1940 1935 1945 1940 1935 1945 1940 1935 -40 -30 -20 -10 0 10 20 30 40 50 60 46.38 42.92 Sta. 7+00.00 Paving & Sidewalks CLASS II 17.31 605.71 ELEV = 18.61 19.77 EMBANKMENT CLASSI 1940 10.26 1938.38 ELEV = ELEV = (TYP) 2 n s�� EMBANKMENT 1940 O� ELEV = 1944.09 (TYP) N m EMBANKMENT ) 1945 1938.18 �v 1938.38 ........... (TVP) --- LIMITS OF - - -- -�-= - "'- ---- - -__ --- ---- ---- - -- - .. . . . --- ----- ---------- .... ---- -- . . . .. . . --- - --� STRIPPINGS (TVP) 0 z18 -----=-=-=----- ... --------------------- - - - - - - - - ........ - - � x .- LIMITS O j .. . F- . .... - COM PACTED 193540 -------------------- -.-.-._. - - -- -- - STRIPPINGS TYP ui N N SUBGRADE---------- 06 B O "maw 1935 -30 -20 -10 0 10 20 30 40 50 60 x 0 CLASS III (TYP) COMPACTED Seal of Cc�rdiR�lV�[ 7 sion SUBGRADE -30 -20 -10 0 10 20 30 CLASS III (TYP) 50 60 SECTIONS - MERLE AVE. CENTERLINE SCALE: 1" = 10'-0' Material(s) at Station 8+75.00 Material Name Material Name Area Volume Cumulative Volume SMppings 46.38 42.92 1395.36 Paving & Sidewalks 18.69 17.31 605.71 Grading Cut 18.61 19.77 672.85 Grading Fill 10.26 8.82 232.48 Material(s) at Station 8+50.00 Material Name Material Name Area Volume Cumulative Volume Strippings 46.32 42.90 1352.44 Paving & Sidewalks 18.69 17.31 588.41 Grading Cut 14.10 15.32 653.08 Grading Fill 8.80 7.17 223.65 Material(s) at Station 8+25.00 Material Name Area Volume Cumulative Volume Strippings 46.36 42.95 1309.54 Paving & Sidewalks 18.69 17.31 571.10 Grading Cut 30.60 18.90 627.76 Grading Fill 6.68 6.02 216.48 Material(s) at Station 8+00.00 Material Name Material Name Area Volume Cumulative Volume Strippings 46.42 43.06 1266.59 Paving & Sidewalks 18.69 17.31 553.79 Grading Cut31.82 27.97 27.68 598.86 Grading Fill 6.32 5.91 210.46 Material(s) at Station 7+75.00 Material Name Area Volume Cumulative Volume Strippings 46.59 43.21 1223.53 Paving & Sidewalks 18.69 17.31 536.49 Grading Cut 27.97 22.41 571.18 Grading Fill 1 6.45 1 6.42 204.55 Material(s) at Station 7+50.00 Material Name Area Volume Cumulative Volume Strippings 46.75 86.55 1180.32 Paving & Sidewalks 18.69 34.61 519.18 Grading Cut 20.44 27.08 548.77 Grading Fill 7.41 15.90 198.13 Material(s) at Station 7+00.00 Material Name Area Volume Cumulative Volume Strippings 46.73 43.26 1093.76 Paving & Sidewalks 18.69 17.31 484.57 Grading Cut 8.81 7.35 521.69 Grading Fill 9.76 9.88 1 182.14 Material(s) at Station 10+61.00 Material Name Area Volume Cumulative Volume Strippings CLASS II 18.94 1715.64 Paving & Sidewalks 18.69 7.61 734.47 Grading Cut ELEV = 2.91 Sta. 10+61.00 ELEV = EMBANKMENT 4.25 CLASS I F 2 n s�� U 1944.09 O� ELEV = 1944.09 (TYP) N m EMBANKMENT ) 1945 �v 1945 - - - --- 1943.89 o a, ......... .... Z Z O U --� _fl 0 z18 - - -- - - - � x .- LIMITS O j .. . F- . ------------------- - COM PACTED Q O -------------------- -.-.-._. - - -- -- - STRIPPINGS TYP ui N N SUBGRADE---------- 06 B O "maw 41 a0+ L - x 0 CLASS III (TYP) Seal of Cc�rdiR�lV�[ 7 sion 19400 -30 -20 -10 0 10 20 30 40 50 60 1940 ELEV = Sta. 10+50.00 ELEV = 1945 1943.98 ELEV = [-19 3.98 1945 . . . . . . . . . - - - -1943.78 . . . . . . . . . . . . . . . . . . . . . . . . . . - --------- - .-7 . . .. . . . . . . . . - 77777777� 19400 -30 -20 -10 0 10 20 30 40 50 60 1940 Sta. 10+25.00 ELEV = ELEV = 1945 1943.73 ELEV = 1943.73 1945 - - - ---- - -- ._. . . .. . . . .1943.53. . . ......... .......... ----- ,�_ ._.-.- - - - - 1111 1111... 1111 19400 -30 -20 -10 0 10 20 30 40 50 60 1940 Sta. 10+00.00 1945 ELEV = ELEV = ELEV = 1945 - 1943.48 1943.28 1943.48 19400 -30 -20 -10 0 10 20 30 40 50 60 1940 Sta. 9+75.00 ELEV = ELEV = 1945 1943.23 ELEV = 1943.23 1945 - 1943.03 ----------------------- 19400 -30 -20 -10 0 10 20 30 40 50 60 1940 Sta. 9+50.00 1945 ELEV = ELEV = ELEV = 1945 1942.98 1942.78. 1942.98. . 19400 -30 -20 -10 0 10 20 30 40 50 60 1940 Sta. 9+25.00 1945 ELEV = ELEV = ELEV = 1945 .......1942.73 1111... 194 2.5 3 1942.73 . . . . . . . . . . . . . . ',�i/��1� ----------- -- - - - - . . . . . . . . 1940'40 -30 -20 -10 0 10 20 30 40 50 60 1940 Sta. 9+00.00 CLASS u 1945 ELEV = EMBANKMENT CLASS I 1945 ......... .......ELEV 7. 194 ..... ELEV= .......... ELEV = ....(TYP) ........ EMBANKMENT - - - - - 1942.27 1942.47 (TVP) ... . .... .... LIMITS OF .. "-1fG_„____ _ - - - �_� __ �_ z--- - - -- - - ...... -- --- - - .......... - STRIPPINGS (TYP) .. . ____ .___' - - - ------------ - - 1940 COMPACTED - -- 1940 SUBGRADE ......... .................... .......................... CLASS III (TYP)........................... 19350 -30 -20 -10 0 10 20 30 40 50 60 1935 Material(s) at Station 10+61.00 Material Name Area Volume Cumulative Volume Strippings 46.50 18.94 1715.64 Paving & Sidewalks 18.69 7.61 734.47 Grading Cut 7.14 2.91 760.96 Grading Fill 10.49 4.25 309.11 Material(s) at Station 10+50.00 Material Name Area Volume Cumulative Volume Strippings 46.50 43.06 1696.69 Paving & Sidewalks 18.69 17.31 726.85 Grading Cut 1 7.12 1 7.27 758.05 Grading Fill 10.36 9.76 304.97 Materials) at Station 10+25.00 Material Name Material Name Area Volume Cumulative Volume Stnppings 46.50 43.06 1653.64 Paving & Sidewalks 18.69 17.31 709.55 Grading Cut 8.58 9.32 750.78 Grading Fill 10.72 1 9.77 295.21 Material(s) at Station 10+00.00 Material Name Material Name Area Volume Cumulative Volume Stnppings 46.50 43.06 1610.58 Paving & Sidewalks 18.69 17.31 692.24 Grading Cut 11.54 12.43 741.46 Grading Fill 10.39 9.65 285.44 Materials) at Station 9+75.00 Material Name Area Volume Cumulative Volume Stnppings 46.50 43.06 1567.53 Paving & Sidewalks 18.69 17.31 674.94 Grading Cut 15.31 14.38 729.03 Grading Fill 10.45 10.12 275.79 Materials) at Station 9+50.00 Material Name Area Volume Cumulative Volume Stnppings 46.50 43.06 1524.47 Paving & Sidewalks 18.69 17.31 657.63 Grading Cut 15.75 13.54 714.65 Grading Fill 11.40 11.19 265.67 Materials) at Station 9+25.00 Material Name Area Volume Cumulative Volume Stnppings 46.50 43.06 1481.42 Paving & Sidewalks 18.69 17.31 640.32 Grading Cut 13.49 12.94 701.11 Grading Fill 12.77 11.58 254.48 Material(s) at Station 9+00.00 Material Name Area Volume Cumulative Volume Strippings 46.50 43.00 1438.36 Paving & Sidewalks 18.69 17.31 623.02 Grading Cut 14.46 15.31 688.16 Grading Fill 12.25 10.42 242.89 z O o0 am =w � z z W� UJ z Y a J W I, Steven W. Wolford, am the C-7 Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. DATE: SEPTEMBER, 2017 if not one inch on this sheet, adjust scales accordingly � 0 VJ ~ r U WU W 2 8.. Y � ti O N Q La o S =a La �+ Z aIE c- 0 F 2 n s�� U O� N `�_� 3 ` N m E N o ) �v of o 0 m o a, o_g3� Z Z O U m N W o No 11 0 z18 ® n- V � x o _ f,A■ N v / Q O N E W 3 1. E N ui N N N N 06 B O "maw 41 a0+ L - x 0 Seal of Cc�rdiR�lV�[ 7 sion I, Steven W. Wolford, am the C-7 Coordinating Professional on the Westbrook Village L.L.C., Lakeview 7th Addition Paving Plan project. This bar is one inch long on original drawing. DATE: SEPTEMBER, 2017 if not one inch on this sheet, adjust scales accordingly �