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HomeMy WebLinkAboutSID2017-4GENERAL 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 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. ALL SIDEWALK TO BE CONSTRUCTED AT A LATER DATE BUT PRELIMINARY GRADING IS INCLUDED IN THIS PROJECT FOR FUTURE SIDEWALKS. 7. CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR FUTURE A.D.A. RAMPS. LOCATION TO BE DETERMINED IN FIELD BY CITY ENGINEERING STAFF. GRADING NOTES OVERALL GRADING AND SITE PLAN 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. SUMMARY OF EARTHWORK FROM COMPARISON OF STRIPPING SURFACE TO PREPARED SUBGRADE SURFACE TOTAL CUT 5099 CUBIC YARDS TOTAL FILL 1156 CUBIC YARDS COMPACTION FACTOR 1.4 REQUIRED LOOSE FILL CUT 1619 CUBIC YARDS NET DIFFERENCE (EXCESS) 3480 CUBIC YARD STRIPPINGS 2636 CUBIC YARDS TOTAL FOR BACKFILL AND 6585.82 FILL ON LOW -SIDE LOTS 6116 CUBIC YARDS FILL REQUIRED FROM BORROW 0 CUBIC YARDS Control Data Point # Description Northing Easting Elevation 31 PROP 112 RB 7428.54 6526.01 1938.24 32 PROP LS 287 7425.10 6585.82 1939.58 33 PROP LS 287 7426.18 6737.58 1942.72 35 PROP LS 287 8410.01 6157.97 1906.62 36 PROP LS 287 7346.12 6921.87 1944.74 37 PROP LS 287 7426.06 6922.08 1944.53 38 PROP LS 287 7345.79 6796.84 1943.68 39 PROP LS 287 7195.69 6796.52 1943.23 40 PROP 1/2 PIPE 7122.20 6806.42 1941.64 41 PROP LS 287 7196.20 6991.43 1942.74 626 CPED 7420.88 6523.77 1939.00 628 SMH 1934.55 1, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.t..C., Shadow Ridge 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly �2 �0 z Uj 0. CL ON y O rn /r /� GO O ) M m >• Q z O 1 V ♦z U U R W§ r c�§Op ui U N m w "low � F- 3 C X (D 1NEER �• cn WLCO# 0 ti r - Cb CNI Ll Z Z W O S (.5 C/) Q W 5 C-1 DATE. JAN, 2018 Align.=33RD ST. = --"� Station=1+44.50 ` ' ` Align.=SHADOW RIDGE CT. - Station=20+00.00 Ani n.=33KU ST. Station=1+80.00 ' Offset -0.00' fl Altgn.=3JKU 51. r X93 Station=2+15.50 r -' - Offset -0.00' � E Offset=0.00 - Offset= 0.00 r �w , Northing=7381.47 Easting=5925.42 Northing=7381.66; �" Easting=5960.92 Northing=7381.66 Easting=5960.92 , Northing=7381.85 Easting=5996.42 t srd TREET�PAVIK, PLAN S3 . ::::: :::::: �g3�11 �r ::::: ::::: :::::: two SCALE: I"= 31V ::::: ::: :: NORTH 1942 ----- : :: : - - - - - - :::::: - - - - - - - ::::: - - - - - - :::: - - - - - - - ::::: - - - - - - - ::::: - - - - - ::::: - - - - - - - :: ::: - - - - ::::: ::::: ::::: ::::: :::::: :: ::::: ::::: :::::: :::: ::::: ::: :: .... ::: : : t - V� 194 0 : : -- -- : :: ............ :::......::-::::: Co co O ::::: ::: : ::::: •---.. : :: ::::: :::::: :::::....... th e- .... :::::. :::: ..... :: : :... :::::: ..._...._.. :::::: : :: ._._._..... :.... :::::: ................. :::::....... ------------ ::: :: :.... . 1938 .--••--. :::: •----- ---- : --. .---•-------- -----------•--.....-•---...--•---.-•-•-----•-••---- ----•--------• ----------------- :::::: ::::: : : -----------------•--•--------• --------------•---•------------------. .... :::::: .-•----..--•---••-------•------..------------ :::: :::::: ::: : --.. ::::: -- :::::: ....---.....----... - ---- : .... ------- --------------- ::::: ...... ------..- -------- :::: : ----------------------------------- ....................... ...---------------------------------------------...----- :::: ::::: : : :: ........ ::::: ------ -...... ::::: • -- .......... ---........ :: :::::: .... ::: .. ....------......--- : : ....I....... :::::: : NN m co 1936 -- - -- .... ..--- : : .---- - - - -- -• - -- --••• : ..... - - - -- - - - -- - - - -- : : : ..... ------------- --- ----- _ ::::: .. -- -•- -- • - - - -- ::::: - - -- . - - -- - - - -- ...-- ::::: - - - -- ..-.-.-_.-------- - - -. - -- .... ::::: -- .. - -- ..... :::: .---- ----.. - - -- .. -- :::: ..- : -------•----. _... - - -- : : .....-- .._ .... _:::: ::: ._ - ----- ::::: :::::: - - - - -.. - --- :::::-::::::_----- :::: ----- :::::: --- ------.-.-•----•--------------•--•----........---- ---. : ... - - - - -- ---- :_:::------ ........... --.....---........------ --------- ::::: ::::::...... ---- :: : ....----- ---- -- :::::: - - - -- ---- ::::: : :: - ---• - - - -- ---- ::::: : : -- . .--------- ----- :: : : ........------.----- .. .. ::::: ::::. : : ......... .--- - - -• :�-�-: __:--r-�--- =---_: rr t t C� xt� 1934 ::::: - _ - - ::::: - - - • - ::: . . ::::: . . . . :::::: . - - . . ::::: . : : : : : : : : : : : : --- ... . ---- •---- • - -- : : : : -- : - -"? : - - - -- : : : : : : -- -• - - - - - - ----- ---- -• -•- -- -•_ : : : : : : ------ ----- ----- .. - - - - ---- --- - - -- ...--_- - : 50. - ----- -- -- - - - _ ; ----- --- : : : : : ---- : : : : ----- : : : : .--- _' �- = . �- . . _-- -- :� �_ : : : : ..... ..... ..... . . . LULL wtL wlt. LULL W U. wtL, LULL wU- WLL WU. wf,L WLL WU- WU- WU.. wU - - wU- wW wu. wU- wu. . . .: . . . : : : : : :- :- :- : : : :tf: : :O - - _ - . PVI Stat! n4:8 3 3 0 . . . - . : : : : : . . . . . . . . . : : : : . . . . _ . . _ : _ . . . . . . : �: . . .c: . : : : :- : : : : : : : : : : : : : t Elevation 930.t0 : : : : : : : : : : : : : - '- : ---: : : : : : : : : : : : : : : : : : : : : : : : : . . . . . : . . . • . . - - . - - - - - - - - • - - - - . o • _.. . . . %— - - - . . ¢ . . . . . . . - - - - - - . - . . . . . . . . . . . . . . . . . . . . : . . . : . . . . . . 19 : : . . . . . . . . . . . . . . . . . . . . : . . : : : : : d: : n: - : : . • . . . . . . . - VC ` . . . . . : • : : : : . . . . . . . . : :: , —66 - . . . : . : . . . : . . . . : . . . . . . . . . . . . . . . . . . . .32 . . . . . . . - . - - . = 11- : :¢: : _� : : : CO) - - - - _ - : m : N : PVI Stati :2+50-00 NEW C.L.: : :, .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • . . . . • . . . . . . . . . . . - - - • - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - Y E --- - - - - : ¢ a� - - : m m. �-- . :PVF Eleva#i :1928.42: _. STREET : : : : : : : -- . : : .....................''r - - - - - - - . • . . . - . - - - • . . . . . . . . . . 1930 . . . . . . . . . . . . ¢ -UJ w Y . O. . . -Ci¢ W N : w : It W_ p tt - - - - �: - �-- : . �: - _ --'�Y:: : : : c� _ : : _ _ - - - - - . - - - - 50.0 )t �it: m : : : :-•k: 0 : If: : : : : : J : : : :� 1' � ,- -- - . . . . . . ...-- --•--...... : : : . . . . . . . : . . . . . . . . . .... . . . . . . . . . : . . . . . . . : . . . . . ; : . : . . . . : . . . . . : . . w: n : : a - : ; ; ; . . . . --� : �`"`� : - - ``: : : . . . . . :TRIMMED : . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . : . . . . . . . . : : st. :1. 1928 •. .. 9 -_. -. ..... .PVI . : PVr Elevati . . . .:1924.97 _ C�a�. > : C7 .w w . _._----. �- -. _ . . . . : . : . . . . . . . SURFACE _ . . . . . • . . . . • • • . . . . . . .. . . . . . . . . . _ . . .. -- . - - -.. ...... . . . . . . . . . - - - - - • - - - - - - - - - - - - - - W - - - - - - 21 - .._.- -- . . • . . . ..... ... m _ _ : :: -:: : :::::: : :: ::: : 5 -------:._ -:-- -- =S=1.86%--::::: :: -:: ::::- :-:-:-::-::: ---- -- .. ::::: - - -- :::::: ---- -::::: - ... ::::: .... : : : : :: :::... .....: ... : 1926 :: :: :: W u;; ;; : EXIST.:::: ::::: ::::: �: ja :_ :�-�''�;; - - -- :::::: --- ::::: :::: ::: : ::::: ::::: ::::: :::::. : : : ::::_::::::-:::: .... ..-- :::::: ::::: ..... ::::: .. ... ::::.. --... ... w GRADE CL. -- --- _-: ;- --- - ..... ..... •--- ----- ----• ---- ----- --... ::::: ::::: : : : : .,:. �- :�--��"�: :::: : :: : :::: ::: - --:::: ------ :::: ::::: ...... ::::: ::::: : : 1924 - - - - - . . . . . . D �_— : : : - : : : STRIPPINGS SURFACE : : :: . - - - :::- : - : : . - . - : _ : . . - - - - - - - : : . : - . .: . . .: . -:- : - :. . . : _ 1922 I :: : :: :: ::::: ::::: ::::: :::::: ::::: :::::: ::.: ::: I ::: : : :::: ::::: ::: :: :: :: : ::: : Profile Data X w -0+50 0+00 1+00 EXISTING NEW ELEVATION ELEVATION (TYP) (TYP) 2+00 3+00 4+00 PROFILE - 33rd STREET, 5+00 6+00 1, Steven W. Wotford, am the Coordinating Professional on the Westbrook Village L.L.C., Shadow Ridge 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly OM U f-- N mm t` in Cow tp to O O N N <1' h M CO tO m N x°_41 m C0 OGD tO ti C0 CA CO T' CO cel co to (of- Go 0) O T - Go to La 4n to t - V� Cil fl.- N O til M C0 Co co O to N r P- d; N co f.- It N Go CD th e- t`� CON N co O d: (0-7 M 1` O co C0 CA N to CA N tT 00 O "qr til O Ci C6 'Cf d' 4 d' 'i 'd' to t6 id) ui (C? Co f` tl: f` Go f` c6 Go 6 GO Ci O G 0i O C) r O e- r N N @7 N d' m L6 to CO L6 h- C6 ti � NN NN m co NN Cil O NN 0) 0) NN 0) NN 0) NN +0') NN Cf) NN NN NN NN NN co CV mco coca coo MO com Mm 2 MCS MM mcv) CY tri m tY m mm lil.. WEL t� e -r t xt� r -r- t e rr t t C� xt� rr t t xc� O) rr t t >k16 CA rr t t >k6 Cf) rr t t >k 0)m rr t t x0 0) e --r t t A6 0) 0) rr t t XC7 Cf) m rr t t A6 Cfl 0) rr t t A6 CA 0)O rr t t X6 0) t—r t t A6 Cf) CA rr t t xc� CA CA rr t t A6 CA o) rr t t A(b 0) CAO rr t t Xt7 O) rr t t >k6 0) e -r t t xt9 til 0) rr t t AC'} Cf) Cf) rr t t x(D 0) 0) r'r t t xcb O re"- t t xU 0) 0) �--� t t A6 Ctl 0) rr t t xt� 0) t WU- LL LULL. wtL LULL wtL wlt. LULL W U. wtL, LULL wU- WLL WU. wf,L WLL WU- WU- WU.. wU wU- wU- wW wu. wU- wu. -0+50 0+00 1+00 EXISTING NEW ELEVATION ELEVATION (TYP) (TYP) 2+00 3+00 4+00 PROFILE - 33rd STREET, 5+00 6+00 1, Steven W. Wotford, am the Coordinating Professional on the Westbrook Village L.L.C., Shadow Ridge 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly OM U W= Q us m m ,. a z c7 o sy`�a o 8¢ tu x°_41 0pfi N U'j M l6 O C%/�� M �,. E Ew_O U/ /// � O 3:m � 'moi O O rn C C C it O L m UJ CL of a H -00 f�Q t= �cx•�+ w V� 0 .._.. fn Coo S_OcA � N m�U W � t0 33E v t� N m ,TNEER CKCp wOM u -w" �s `3LUO > C-2 DATE: JAN, 2018 r v a' niJ j + F 1' r 33 441 , AZT f SMH 1934.546 -" 628/ 4 f P � EXISTING NEW ELEVATION ELEVATION � � (TYP) (TYP) 1 1938.0'--' 1939-0 -- -------- 1940-0 7771 .. 1941.0 - 617 STA 9+23.3 TO STA 11+38.36 449* S.1sQ M NOTE: RHI D 215.6 I F_ OF R" TAPFRFD t9 33rd STREET PAVING PLAN vr�vv �►v r r r r-1vr%.. r rvnrvQvcr�vG JOINTS, SEE C-4 FOR DETAILS 287 n ti Align.=33RD ST. Station=11+38.36 Offset --0.00' Northing=7385.86 Easting=6919.27 PROFILE - 33rd STREET SCALE: I"= 3V -W Sta:11+75.00 Elev:1945.10 1, Steven W. Wolford, am the Coordinating Professional on the Westbrook village L.L.C., Shadow Ridge 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly m F- W z vS 0z Uco g00 N• 615 O O LO --1945.166 N O LO CLXCL Cao co Co 0) Co ri 613 O O 1 1944.449 M to N r GUT d- co 1945 0 C►) a=tea; � 14 0 v 1 .926 to N OD TC d; N 36 ru C- 0 I co 1944.73'7 Coco CS tOP LS 287 N Go CO C0 r 616 tet' 0o 070 M _- (f4). 1943.992 V- 'SMH PROFILE - 33rd STREET SCALE: I"= 3V -W Sta:11+75.00 Elev:1945.10 1, Steven W. Wolford, am the Coordinating Professional on the Westbrook village L.L.C., Shadow Ridge 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly m F- W z vS 0z Uco g00 N• d` N O O LO 00 M W CC? O LO Cao co Co 0) Co O N O CO O O r O N r M to M di et d- co U) C►) a=tea; � LO 0 CID N O to N OD Co d; N m 3 ru C- 0 I co t` Nom- Coco CS L• M N Go CO C0 r to tet' 0o 070 M O V- I,: I,h- �ti Co6X,1 OClo Ci C6 0i Ci Ci OO e -O rO rO C-4 V-: oi<- CVN CMN 6N C'7M Ci C'7 414 d'd" ef'�t tt7 L6 0)0) 0)0) 00) 0) 0) 0)0) M0) 0)(" 0)0 �0 �0 91 'e) 0) � 0,d. '`t C-C� 9 0) 0)0) 0)0 � 90 �(9 rr rr e• -R- rr rr V- V- SCh V- 0) Ci?V- V- Ir- + LL xt� A xc� XC� A V- A x- XC� V- >CC� V- rr x19 rr x0 r xU X19 V- xC� V- XC� r A V- A6 xc� XU A(b r V- xcry A6 T- r V- X rLL x UJ LL w LL w u. w w w t.L W U- w U. w U. w U. w Li- w U- w LL w U. w 11- w LL w u- w L6. w U. W U- w LL w ti i1 w w 1950 .... . . . . . ..--- _ . . -7 0: : --.... ..... .... ----- o ... ----- ..... : : - -- - ---- _10 ---- 00: ------ =---- ...........1 ---- --- }-.:: :YM I :. -- - 75 .... ..... ::: : ::::: ...... :::::: : . ::::: ::::: ::::: ...... :::: :::::: :: : ::::: ::::: : ::: :::: :: .. .... :::::: ...... ..... ...... ::::: :: : :: : ::::: ::: ..... :: :: ... . ::: :: : : :: ::.:::. : : : : :::::"��:< : : :tm-�.w. .. : ::::: ..... 1948 . . U iY �. •. . . . . . . . . . . . . . : . . . . . . _ . . . . . . . . . . . . _ - - - : : . . . : : . : . .� : : : . . . . . _ to _ - . . . . . . . . : : : : : . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : . . . : : �[ . . U w.� '"1 : �. . . . . . 1946 . . . ~ *� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ::: :: •::: ::�- ... d��. :d .. - -- - - - -- - - - -- - ----- ----- --- :�- ..... ::::: :: ..:: ::ll . :::•oc¢ .. . :� ::: ..... .... .... . :::::: NEW C.L. - STREET - ..... ...... ..... :::: :: -_. :...... 1944 . . . - _ . - - - 50.-! VC : : _ - co - - - : : : :F. _ d w = _ _ EXIST. - - - - - - - - - . . . _ . . . _ - : - _._:. --: -- :-- --" : : : : : . . . . : : : Y Y d , c? : rn . . . . :W w . _ 'a' : : M: - w car W m : : �- : : : : : GRADE C.L. : . . . . . . . . . : . . - : ---°- _ —_ - _ , . f-----� -_ _---� : . . : : : . . . . . : : . . . . . : : . . . . . . . . . . . . . . . . . . . . :PVI:Statf :6+75.00: : dw . . :} tr : : : - : : - - - - - . . . . . . . . . . . . .:-�-: _ . _ . . . _ . . . . . PVI Elevat n:1938.31: . . . . w tr : :W m : °n Eu y : : : : : : : : : ;: l _ �: __ : : : : : : : : : : : : : 1942 : : : : W -t :.,: : c:v c7 w : :'"`r y . ' . . . . . . . : . . . . . : . : : : : : : TRIMMED SURFACE : : : : : . . . . . .,,, . :U: 0 w . ,.. - . — - . . . . . . . . . • cat�: - - - - - y'' . ---• •--- ---• - --- . . . . . ..... .... ..... : . . . : . . : : : : . . . . . . . . . : : : : : : , . : : : : . . . _.__ ---=-- - : STRIPPINGS : : :SURFACE : : : : : : : : : : : : : : : : : : 1940 . . . . : . . . . . : : : : : : : _:0 : : : : --` - : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : �-� S _ ,�1 _ - - -- . - - - - - - - - - - - - - - - • . . . . . . . . . . . . . . . . . . . . . . . . . . . . --•-- _ ..... - --•:: :: ...--- -- .. :- ..... :::::: .... ...... ... .: .... ::: ... . :::::: : :.- ... .. .. 1938 : ---- ..... �.- �- ------ :::::: ----- ::::: -:: ::::: ----:: ::: : ----- ::. ----- .... ------ ...... ..--- ----- ----- ... . .... .... ---- :: - ..... .. .. ... --•-- ---- ..... -- ------ : :::::. -- :...- .......... ...:: .. :::::: .. .. .. --- ----- ... . . ---- :::: ..... ---..- :::::: .... ::::. : ::: .... ...-- :::: . •.. ...:. :::::: ......... ....... ::::::...... 1936 1934 ..... .. ..... ..... --- ---- ---- ----- ------ ...... ---- ----- ------ . ---- --.. .... ..... PROFILE - 33rd STREET SCALE: I"= 3V -W Sta:11+75.00 Elev:1945.10 1, Steven W. Wolford, am the Coordinating Professional on the Westbrook village L.L.C., Shadow Ridge 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly m F- W z vS 0z Uco g00 �J' Wtg 6 15 16 Z� � w T 0 Uus � M OD �a CL co3 `S a=tea; � 0 �to3 z p� X� 0O �o U) za N m 3 ru C- 0 I nom C14 L• M INEER �J' a z d"'1 waw'"' V- 9 O U CO) rn O W � O zY_ �C' zUJ O D U LL C-3 DATE: JAN, 2018 t. z O � co �O N TYPE "D" JOINT + UN •o W 1925.64 o p I9j N tT _ ct iV BP: 20+ Station=21 +97.08 Mm� W � 1926.85 ! 925 0� B P: 0+00.00 1927.34 I' n 1� t w W Align.=SHADOW RIDGE CT. / NN 0) o) 00 Station=20+43.00 / o F � Offset=0.00' SHADOW RIDGE CT.,i Northing=7424.66 O� REQUIREMENTS (TYP) Easting=5960.69 Station=21 +45.06 V_ V_ (� X • . . . . . _ _ . Offset=0.00 PRC: 2+38.14•. 1 o z O � co N O i o - i - 4-- - 4 - -i TYPE "D" JOINT + UN •o W (TYP. 3 LOC.) �s �� p - - . . . - - ai . . . . . . . Align.=SHADOW RIDGE CT. _ ct iV Station=21 +97.08 Mm� W � Offset --0.00' It W '� 925 0� B P: 0+00.00 Northing=7578.73 1 tt n Easting=5959.87 oWC w W Align.=SHADOW RIDGE CT. / NN 0) o) 00 Station=20+43.00 / SIDEWALK CORNER` F � Offset=0.00' SHADOW RIDGE CT.,i Northing=7424.66 192 REQUIREMENTS (TYP) Easting=5960.69 Station=21 +45.06 V_ V_ (� X • . . . . . _ _ . Offset=0.00 PRC: 2+38.14•. 19�b°4 r Northing=7526.72 V T_ C7 X r- T_ C� X Easting=5960.14 : : wn-w: +57.52 - --- --------- -•-4 \ o gtiyo Y' r tg� + Q •7 8.67 1 J8'61 :7"! 33 SHADOW RIDGE COURT PAVING PLAI SCALE. I"= 20' NORTH O W C; 1939.35 i o �F FH� 1 )39 ^0= 1941.715 618 ^w S 1 39.30 EP: 22+57.08 3.0 Ali .=SH OW RIDGE CT. ation=22+40.08 Offset=0.00' 1.=33RD ST. Northing=7621.73 Easting=5959.64 on=8+10.75 Offset --0.00' / ing=7384.94 1.1/.1.-4 �.'•� MM ..,._ Ole i a Cy W� z O � co 4 --BP: 0+00.004-1-• - 4-- - 4 - -i TYPE "D" JOINT + UN N W (TYP. 3 LOC.) �s �� p - - . . . - - ai . . . . . . . pW _ ct iV 1926 U 1 Mm� W � Y� It W '� 925 0� B P: 0+00.00 4,t " ` __. � 1 tt p ...1 d O 194 oWC w W SEE GENERAL NOTE #7 FOR NN 0) o) 00 W . . . . • . . • SIDEWALK CORNER` F � it Z. . . . . . 192 REQUIREMENTS (TYP) PRC: 0+19.44 V_ V_ (� X • . . . . . _ _ . . . . . - - - - - - - - - - - - - r • . • • . . . • . V T_ C7 X r- T_ C� X --------- : : wn-w: STA 20+43 TO STA 21+45.06 - --- --------- a BUILD 145.06 L.F. OF 6" STREET, CURB, . ......--- Q AND GUTTER, PER DETAILS ON SHEET C-15 ----- : ' _ . . . . .. ` -7 �. - - - - - Cir- W - STA 21+45.06 TO STA 22+40.08. W_ W m- - - - - - - - - - - - - - - - - - - - - - - - BUILD 684.5 S.Y. OF 6" CULDESAC STREET WITH - - - - - - - . . . . . . . .SUE O - CURB AND GUTTER PER DETAILS AND HASTINGS -- - - - - - - - - 1942 MUNICIPAL CODE, CHAPTER 38, PAGES 13 AND 14 . . . . . . • . . "---.,. :; : : 4 0 . . . (INCLUDED IN SPECIFICATION APPENDIX). . . • . • . NEW C.L. : : : : . . . . . • • • • -� c6 . . . . . . . . . . .mI,,.. . . . . . . . • . . . :� . . . : . . . 1926 '�. = -?. 3.10 - - - - - -- rn STREET SHADOW RIDGE COURT PAVING PLAI SCALE. I"= 20' NORTH O W C; 1939.35 i o �F FH� 1 )39 ^0= 1941.715 618 ^w S 1 39.30 EP: 22+57.08 3.0 Ali .=SH OW RIDGE CT. ation=22+40.08 Offset=0.00' 1.=33RD ST. Northing=7621.73 Easting=5959.64 on=8+10.75 Offset --0.00' / ing=7384.94 1.1/.1.-4 �.'•� MM ..,._ Ole i a Cy W� z O � co C `+ SHADOW__ W RIDGE CT. PROFILE m + UN N W ~ Y W ((1) 11 p - - . . . - - ai . . . . . . . pW N Z`� � t` d't6 Mm� W oY� CO Y� It W '� ©p n Q w Z aC p ...1 d O 1928 oWC w W o 1928 NN 0) o) 00 W . . . . • . . • . . . . F -W- lil NN rn it Z. . . . . . . . . . - - . . . . . . . . . . . . LO . . . . .Fes„ + V_ V_ (� X • . . . . . _ _ . . . . . - - - - - - - - - - - - - - - - • . • . • . • • . . . • . V T_ C7 X r- T_ C� X --------- : : wn-w: .111 - --- --------- --------- --- W0t . ......--- --- - - ---- - ------- ----- : -------- _ . . . . .. ` -7 �. - - - - - Cir- W - 1942 W_ W m- - - - - - - - - - - - - - - - - - - - - - - - ­­ Cr d - - - - - - - . . . . . . . .SUE O - - - - - . . . . . -- - - - - - - - - 1942 . . . . . . • . . "---.,. :; : : 4 0 . . . M..--- °° �? . . • . • . NEW C.L. : : : : . . . . . • • • • -� c6 . . . . . . . . . . .mI,,.. . . . . . . . • . . . :� . . . : . . . 1926 '�. = -?. 3.10 - - - - - -- rn STREET : tpL' x . . . . . . . . - . . - - - - - - . . . - - : p . . . . . . . . : . . . . . . . . 1926 �. W Q 11. - - - - . . . . . _zj1940 . . . . . . W. . . . . - - - : : : : :-: �'' - --- - - - - - - - - TRIMMED m w . c9 - - V Q 1940 : : : : : : : : W �' N ' �.� . . . - - - - - - - - - - o : `-•,�,../. : �:� U4°� - �. - - S. - - - - - - - - - - EXIST. . . . . . . : "z- "�.,� GRADE G.L. . . . . . . . : � ` `�`: : - . . . . . . 62% . . - . - - - - - p W - - - - - - - - - - - - - - _ Z Y : : : : : : : : : ��. �'` `. _ : `-: =-� : ''� ` - - - - - - - - - 1938 - - - - - - - - - - - - - - - - - - 1' � ` . - . - - - W 0 • - - - - - - �Wi-.I - - - - - - - - - - - - - - • . . . - - - - - - CS W _ . . . . . Q Ix ......--- -- ' STREET ...... . _ - - - . - - - . . . ©Y . . LL � .. - 1924 - - - - - . . _ - - - - - - - - - - - - - - - - - - - - - - - - - . - � - - - . . . - - - - - - - - - - - - - - - - - - - - Co W W - - - - - - - - - - - 1924 . . . . . . . . . . . . . . . . . . . . . . . . • . . _ . . . _ . . . . • • . . • . . . _ . _ . . . . . . • . . • • . • _ _ - _ _ . . - - - . _ - -��_ --- -� -- - - - - -- . _ _ . . . . . . _ _ . . . . _ .�..p _ . . . . w - - - - - - - - - m - - - O W r_ -11- - - END OF �CUL-DES (B.O ...------ _ . . . . . . . . .._.__... . . . . . . . . ...---- _ . _ . . . . : - - - - -•. - - - - : : - - - - - - : : : : : :� : : : - -- ..: - - - - : : S:-: 2;4 _ / U 0 _ - 1..:©� GRADE BREAK S . . . . - - ` ``� - - - - - - - - - - - - - - - 09 w- ELEV - 1922.46- . . . . . . . . . ..._.. .. •......•• ......... .._.• •. .... ----- - ... . . . . . . - - - --- mto -w- : : : . . . . . . . . . . . . . . . . : : . . . . . . . . . . : - - - - - : - - - - . . . . . . . . - - : : ''�; - - -1�� - : �-�. : : :�```"'± : - S = 1.050 `"`-"' �0 - - - - - . . . . . . - 1922 -� _ . . . . . . . . . . • . . . . . . . . . . . . 1922 - - - - - - - : : : : : . . . . . . . . . : : - - - - : : : : : EXIST. . . . . . . : : : �` : : : : . . _• . . - - - - - - - - - -`�- - - - - - - - - . . . . . . ......... . . . . • . ... ......--- --- • - - - -- . . _ . . _ . . ...... GRADE C.L. - - - - .._--_... - - - - -- -----•. . . `� .. . . •-- '- ``- - - - - - - - - - --------- '�--------- - - - - - - - - ---- ---- - . . _ ---- •---..... ......... ....---• .•••.. -- ---_..... -- - - - - -- --••-.... ........ ...------ ......... •. .... .... ...... STRIPPINGSL/ ...•.... ...._.. '�- --- - - - -.. .....•... •-------- •... 1920 - - - - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- -- . - - - - -- SURFACE - - - :::::.... - - - - ...... : - :...._. :: - --- 1920 1918 ......... .... ---. ...... •• _....-- ......... --------- ......... -- - - - - -- ........ ----- ......... -- - - - - -- .... ---•- ........ .._. ---- -- - - - - -- ......... -- ---•••... -- - - - - -- ..._ ......... --- - - - - -- ......... ......... -- • - - - - -- ........ ... -------- - - - - - -- - _.. .....-•­ --------- --- - - - - -- `- ---.------ --- ----- -- - - - - -- -------- --------- -- • - - - -• 1918 Profile Data x W co I*-- oti oCD CD 0)'r © -co 0) C> �� �} to r-_ ��- W - - . . . - - ai . . . . . . . Na) t` - Wit CC (66 tCCC t` d't6 oyW M4 ON (1i4 C4 C6 e-tV a)M CCN C-4 CSN V7 W C}? 4 �-- NN U 0)0) NN cr) NN w NN oy rn NN 0) o) NN vy NN ay M CVN 0) 0) NN rn NCV rn rn r rn a, to U_ r- X V_ V_ (� X r r (� x e- t- (� X r- r C� X e*- e- t� X r- V_ V X V T_ C7 X r- T_ C� X V e- C) x V- e- C� X U_ W WLL WtL WU_ WU_ WU_ W4. Wtt_ WU.. Wt1. WLL W 19+75 /20+00� 21+00 EXISTING NEW ELEVATION PROFILE -SHADOW RIDGE COURT ELEVATION (TYp) (TYP) SCALE: t' = 20' U. 22+00 22+75 EXISTING NEW ELEVATION ELEVATION (TYP) (TYP) ,C) -40.08 1939.10 627 .738 LP 1939.05 1939.54 193 .74 I 9 I LAKEVIEW TERRACE PAVING PLAN NORTH LAKEVIEW TERRACE PROFILE r Profile Data rn x W 00 oCD m co 'L7 O .Q d/ (a W , 1944 . . . . . . . . . © - - - - - - • - - . . . - - ai . . . . . . . • . . . . . . . . . . C> 1944 ai �T_ - - M 1~ : C> • 0 Cy V_T_ 4 �-- LO - - - - - - - - - - - Q - . • - - -- Q . . . + . 11- . . . . ...:o Ll.l W § *R N N N ..:C>:.. W ---...... .... LL W W WEER to ZOO) >Q(co, crycn it 11 . . O M . . - - - - - - - - - - - - - - - - - - - - - -11 . . . . . . . ij. : : : . . . . . _ . . . . . . . . . . . • . . . . . . 1942 w M 65, �, W • . . M H - - - - - - - . . . . . . 1942 CO W o> V- it.... M..--- °° �? .... WM t..... CO - -- W°0Yr" tY M - ©C c6 ..... -----o: m .WM_ orr - - - - - -- rn --- - - - - - - - . . . . �. W. . > W . . .Q. �. W Q 11. - - - - . . . . . _zj1940 . . . . . . W. . . . . - - --- - - - . . . . . w . . . . .U. w . c9 : : : . . W . . . . . . . . . 1940 - - - - - - - - ---. �.� . . . - - - - - - - - - - o : `-•,�,../. : �:� U4°� - �. - - S. - - - - - - - - - - EXIST. . . . . . . : "z- "�.,� GRADE G.L. . . . . . . . - . . . . . . _ . . . . o . . . . . . . . . . . . . . . 1938 : : : : : : : : : ""- `. _ : `-: =-� : ''� ` - - - - - - - - - 1938 - - - - - - - - - - - - - - - - - - - - - - - - - - - - L NEW C.L. -- - - -. .. .-- - - - - -- ......--- -- ' STREET ...... --....... ----_.. - ... : : : : : . . . . . . : ' - - - - - - - - STRIPPINGS - - - - - - - - - . . . . . . . . . . . . . . . . . . - . . TRIMMED - - - - SURFACE . . . . . . . . . . . . . . . . SURFACE - - - - - - - - . . . . . . . . 1936 - - - - - - -- ---•--... : ::::::: . .. ...--- - - - - -- ......... -- - - - - -- 1936 r Profile Data rn x W 00 'o m co 'L7 O .Q d/ (a W , tN� CCM O0) coo c O C> , ©Cb ai �T_ rn a) Co co 1~ ti V� V_T_ z V_ �1J. eta.. Q = C a Ll.l W § *R N N N w W LL. W W W LL W W WEER 29+75 �30+00�� NEW ELEVATION EXISTING �P) ELEVATION PROFILE (TYP) SCALE: 1"= 20' 31+00 LAKEVIEW TERRACE M � wW W 31+50 iz 'o m C7 'L7 O .Q d/ (a W , m� 0 c O tiw N C = O Wz r 3 V� rn - LC§ vc } » rn C) C7 ca z II � � 0 V� Q = C a Ll.l W § *R N N N EFS O p 'G O c m� U� 2 ) v, . 8 w m C7 'L7 O .Q d/ (a W , m� 0 c O N nS t6 st N C = O co Z5 ` r 3 V� rn - LC§ vc } » rn W C_ 0'=ca ca O zo 2 c� � 0 0 V� p O ..5�. '0 C w ✓ Z N Ll.l W § *R N N N EFS O p 'G O c m� Seal o oor Ina in Profession-, WEER ZOO) >Q(co, WOW." . 11� 11 Steven W. Wotford, am the Coordinating Professional on the Westbrook Village L.L.C., Shadow Ridge 7th Addition Paving Plan project. This bar is one inch long on original drawing. DATE: TE: JAN, 201$ if riot one inch on this sheet, adjust scales accordingly IJl"1 1935 1930 1925 1920 1935 1930 1925 CLASS I EMBANKMENT, SEE NOTE 6 �'.,. CLASS I EMBANKMENT (TYP) .. CLASSI EMBANKMENT, -.IFF NMI= A Sta. 3+25.00 0 :1 Yi - 1935 1930 1925 1920 1935 1930 1925 192090 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60��� Sta. 3+00.00 CLASSI EMBANKMENT, 1935 1925 1935 1930 1925 192090 -80 -70 -60 -50 -40 -3o -20 -10 0 10 20 30 40 50 601920 Sta. 2+75.00 CLASSI Area . Cumulative Volume Grading Cut 55.58 sq. ft. CLASS 1 r'V`Nw DSCO 0) C4 0)m Gradinglill 11.27sq. ft. 10.62 cu. yd EMBANKMENT, m U. c, 0.00 cu. yd EMBANKMENT Grading Fill - Intersection - North Side -- --------- t• . _ . -. . . 0.00 cu. yd. �1.� Grading Cut - Intersection - South Side 1935 SEE NOTE 6 ...,. o Grading Fill - Intersection - South Side a ` o, 000 cu. yd ..,. o� 1935 7777- 777 a ..... 1935 Paving & Sidewalks -LIMITS m N OF STRIPPINGS : CLASS 11 : EMBANKMENT ....... COMPACTED SUBGRADE V� N 3 m� ' �N V O . . . . . . (TYP) _ . (TYP) . . . . . CLASS 111 (TYP) ea )o -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 61 CLASSI EMBANKMENT, -.IFF NMI= A Sta. 3+25.00 0 :1 Yi - 1935 1930 1925 1920 1935 1930 1925 192090 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60��� Sta. 3+00.00 CLASSI EMBANKMENT, 1935 1925 1935 1930 1925 192090 -80 -70 -60 -50 -40 -3o -20 -10 0 10 20 30 40 50 601920 Sta. 2+75.00 Material(s) at Station 3+25.00 CLASSI Area Volume Cumulative Volume Grading Cut 55.58 sq. ft. CLASS 1 197.50 cm yd Gradinglill 11.27sq. ft. 10.62 cu. yd EMBANKMENT, of c, 0.00 cu. yd EMBANKMENT Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. �1.� Grading Cut - Intersection - South Side 1935 SEE NOTE 6 ...,. o Grading Fill - Intersection - South Side a ` o, 000 cu. yd ..,. o� 1935 1. ' a ..... 1935 Paving & Sidewalks 34.08 sq. ft. m N •, . `r c 0.00 sq. ft. cid V� N 3 m� ' �N V O aOOo NCD %.6 ZI w rn o : : : : O� ea m �� �� -------=--�--= _---=-=--�-=--�--� -- ---- - - - - - - Ln�- "r - t�V U)� "r mrw �N - _ - - - Cp• - - _ c - - 1930 ,Y,CO -0 tW�t N� y - ------._.- 1930 )0 -80 -70 -60 -50 -40 -30 -20 -10 1930 1930 - - - - - - - -_ � r ---------------- - o� � �.-If . 1925 1930 .. .. 1925 19251925 . . . . . . . • . . .- } . . . . . . 50 601920 192090 -80 -70 -60 -50 -40 -30 1925 -10 0 10 20 30 40 50 601920 CLASS 11 1925 1920 90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 1920 50 60 _. LIMITS OF Sta. 2+50.00 : SUBGRADE - Material(s) at Station 3+25.00 Material Name Area Volume Cumulative Volume Grading Cut 55.58 sq. ft. CLASS 1 197.50 cm yd Gradinglill 11.27sq. ft. 10.62 cu. yd 44.79 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd EMBANKMENT Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. CLASSI Grading Cut - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Intersection - South Side (TYP) 000 cu. yd 0.00 cu. yd. 1935 EMBANKMENT, .,,_, ,_,_,,,,,moo ,,,,, s 203.47 cu. yd Paving & Sidewalks 34.08 sq. ft. _ -..0 1935 Paving - Intersection - North Side 0.00 sq. ft. 000 cu. yd. SEE NOTE 6 . . '• x1'7 ' �N V O - - 1935 _ _ ► - C)N N ► -_ -- ----- ------------------------- ------------ -------=--�--= _---=-=--�-=--�--� -- ---- - - - - - - - - t�V U)� -� N - - ,"Xj N �w �N - _ - - - Cp• - - _ c - - - -3`C��', <,, N - •amu• N - - bN @w - U)� ,Y,CO -0 tW�t N� y - ------._.- 1930 )0 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 61 1930 - - - - - - - - � r � o� � �.-If . 1925 1930 .. .. 1925 19251925 . . . . . . . • . . .- } . . . . . . 50 601920 192090 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 601920 CLASS 11 COMPACTED Sta. 4+25.00 _. LIMITS OF EMBANKMENT : SUBGRADE - 1925 1925 STRIPPINGS (TYP) 11 COMPACTED 1925 . . .. LIMITSOFCLASS . (TYP) . . EMBANKMENT- • SUBGRADE . . . STRIPPINGS . . . . . . . . . . . . . . P) _ _ CLASS III (TYP) - - - (TYP) -80 -70 -60 -50 -40 -30 -20 192090 20 30 40 50 601920 [Sta. 3+50.00 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 601920 [Sta., 2+25.00 Material(s) at Station 3+25.00 Material Name Area Volume Cumulative Volume Grading Cut 55.58 sq. ft. 5096 Cxyd 197.50 cm yd Gradinglill 11.27sq. ft. 10.62 cu. yd 44.79 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd 000 cu. yd. Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu, yd. Grading Cut - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Intersection - South Side 0.00 sq. ft. 000 cu. yd 0.00 cu. yd. Strippings 54.00 sq. ft. 50.00 cu. yd. 203.47 cu. yd Paving & Sidewalks 34.08 sq. ft. 31.56 cu. yd. 126.24 cu. yd Paving - Intersection - North Side 0.00 sq. ft. 000 cu. yd. 0.00 cu. yd. Paving - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Materials) at Station 3.1-00.00 Material Name Area Volume Cumulative Volume Grading Cut 54.49 sq. ft. 49.85 cu. yd 146.54 cu. yd Grading Fill 11.67 sq. ft. 11.02 cu. yd. 34.17 cu. yd. Grading Cut - Intersection - North Side 0.00 sq. f � 0.00 cm yd. 000 cu. yd. Grading Fill - Intersection - North Side 0.00 sq. ft. 000 cru, yd 0.00 cu. yd Grading Cut - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd 000 cu. yd Grading Fill - Intersection - South Side 0.00 sq. ft. 000 cu. yd. 0.00 cu. yd Strippings 54.011 sq. f 50 00 eu. yd 153.47 at. yd. Paving & Sidewalks 34.08 sq. ft. 31.56 cu. yd. 94.68 cu. yd. Paving - Intersection - North Side 000 sq. ft. 000 cm yd 000 cu. yd. Paving - Intersection - South Side 000 sq- ft. 000 cu. yd 000 cu. yd Material(s) at Station 2+75.00 Material Name Area Volume Cumulative Volume Grading Cut 53.19 sq. ft. 48.74 cu. yd 96.69 cu. yd. Grading Fill 12.13 sq. ft. 11.42 cu. yd 23.15 cu. yd. Grading Cut - Intersection - North Side 000 sq. ft 000 cu. yd 0.00 cu. yd Grading Fill - Intersection - North Side 000 sq. f t 0.00 ex yd 000 cu. yd. Grading Cut - Intersection - South Side 0.00 sq. ft. 0.00 cu, yd. 0.00 cu. yd. Grading Fill - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Strippings 54.00 sq. ft 5000 cu. yd. 103.47 cu. yd. Paving & Siidewalks 34.08 sq. ft. 31.56 cu. yd 63.12 cu. yd Paving - Intersection - North Side 000 sq. ft. 000 ex yd 000 cu. yd. Paving - Intersection - South Side 0.00 sq. • ft. 0.00 cu. yd. 0.00 cu. yd. Materaal(s) at Station 2+5000 Material Name Area Volume Cumulative Volume Grading Cut 52.10 sq. ft 47.95 cm yd 47.95 cu. yd Grading Fill 12.53 sq. ft. IL 74 cu. yd 11.74 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft 0.00 cm yd. 000 cu. yd Grading Fill - Intersection - North Side 0.00 sq. ft 000 cu. yd. 0.00 cu. yd. Grading Cut - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading R11- Intersection - South Side 000 sq, ft. 0.00 cm yd 0.00 cu. yd Strippings 54.00 sq. ft. 53.47 cu. yd 53.47 cu. yd Paving & Sidewalks 34.08 sq. ft. 31.56 cu. yd 31.56 cu. yd Paving - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd Paving - Intersection - South Side 0.00 sq. ft. 000 cu. yd 0.00 cu. yd Material(s) at Station 2+25.00 Material Name Area Volume Cumulative Volume Grading Cut 51.47 sq. ft. 000 cu. yd 0.00 cu. yd Grading Fill 12.82 sq. ft. 0.00 cu. yd 000 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Intersection - North Side 0.00 sq. f . 0.00 cu. yd. 000 cu. yd. Grading Cut -Intersection -South Side 000 sq. ft. 0.00 cu. yd 0.00 cu. yd Grading Fill - Intersection - South Side 0.00 sq. ft. 000 cu. yd. 000 cu. yd Strippings 61.50 sq. ft. 000 cu. yd 0.00 cu. yd. Paving & Sidewalks 34.08 sq. ft. 0. M cu. yd 0.00 cu. yd Paving - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Paving -Intersection -South Sade 0.00 sq. ft. 000 cu. yd 000 cu. yd •M e 1935 CLASSI FMRANKUPNT 1935 1930 192 1.. . 1925 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 Sta. 4+50.00 1935 1930 1925 1920 CLASSI EMBANKMENT, SEE NOTE 6 m w o 010 a uo 15 --� oU) 010, co.- CLASS 1 Area Volume Cumulative Volume . . . - om 0. ILL o. EMBANKMENT, 8.68 sq. ft. m 93.51 cu. yd m .91 01 m 0.00 cu. yd SEE NOTE 6 Ll'w C4 W' 1M 0, �N C,q SEE NOTE 6 . Olt -ti 2Cnp. (JN x'w .� �� mCM mni a �, �% w 1935 000 sq. ft. :inr tsw iiM rU. CJW_ r - r 3r mw =r oaMi""tn' - - - - � - - - - - LL v� �.-_� 1935 12 34.09 sq. ft. 31.56 cu. yd �o-U �M`M--- 8 1935 19350�3� SEE NOTE 6 Y`�'•, 0 c� " 0.00 cu. yd. O . 1935 ------------------------ -_ -- ----- ------------------------- ------------ -------=--�--= _---=-=--�-=--�--� -- ---- - Y O two �� - 1930 .. ........... _ ................................ 1930 - - y - ------._.- - )0 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 61 1930 - - - - - - - - - - - - - - - . 1925 .. .. 1925 19251925 . . . . . . . • . . • . 0 10 . . . . . . 50 601920 192090 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 601920 CLASS 11 COMPACTED Sta. 4+25.00 1935 1930 1925 1920 CLASSI EMBANKMENT, SEE NOTE 6 m w o 010 a uo 15 --� oU) 010, co.- Sta. 4+00.00 1935 1930 1925 1920 CLASSI Area Volume Cumulative Volume . . . - om 0. ILL o. . ..�.. 8.68 sq. ft. EMBANKMENT 93.51 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft. m 0.00 cu. yd Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. CLASSI SEE NOTE 6 . 3 C'. 3 vim^- a �, �% w �, Ui CO A! 000 sq. ft. n, -e m CO m'�, Strippings 1935 - ;-�, 12 34.09 sq. ft. 31.56 cu. yd �o-U �M`M--- 8 1935 19350�3� SEE NOTE 6 Y`�'•, 0 c� " 0.00 cu. yd. c�' _'-"�-`°- O .. 1935 ------------------------ ----- ------------------------- ---------- - -- m zo Y O two �� - - - `N 1930 'O U) _ 1930 - - y - ------._.- - )0 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 61 Sta. 4+00.00 1935 1930 1925 1920 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 11 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 OF THE LOW SIDE FIRST. 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 ! EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. 5. THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES. 6. THE FILL MATERIAL WITHIN THE RIGHT OF WAY IS QUANTIFIED TO VERIFY ENOUGH U NTITY IS AVLE TO S R T T PRO F T S Material(s) at Station 4+50.00 CLASSI Area Volume Cumulative Volume Grading Cut CLASS I 64.08 cu. yd 477.18 cu. yd Grading Fill 8.68 sq. ft. EMBANKMENT 93.51 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft. m 0.00 cu. yd Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. CLASSI SEE NOTE 6 . 3 C'. 3 vim^- a �, �% w �, Ui CO A! 000 sq. ft. n, -e m CO m'�, Strippings 1935 - ;-�, 12 34.09 sq. ft. 31.56 cu. yd �o-U �M`M--- 8 1935 19350�3� SEE NOTE 6 Y`�'•, 0 c� " 0.00 cu. yd. c�' _'-"�-`°- O x' 1935 C7 • �� m zo Y O two �� - - - `N 1930 'O U) _ 1930 - - y - ------._.- - - ------- -- CCR LL r - - - - - - - - - - - - - - - . 1925 .. .. 1925 1920 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 601920 Sta. 3+75.001 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 11 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 OF THE LOW SIDE FIRST. 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 ! EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. 5. THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES. 6. THE FILL MATERIAL WITHIN THE RIGHT OF WAY IS QUANTIFIED TO VERIFY ENOUGH U NTITY IS AVLE TO S R T T PRO F T S Material(s) at Station 4+50.00 Material Name Area Volume Cumulative Volume Grading Cut CLASS I 64.08 cu. yd 477.18 cu. yd Grading Fill 8.68 sq. ft. 8.39 cu. yd. 93.51 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft. EMBANKMENT 0.00 cu. yd Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. CLASSI Grading Cut - Intersection - South Side 000 sq. ft 0.00 cu. yd. 000 cu. yd. (TYP) 000 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Strippings EMBANKMENT, 50.00 cu. yd. 453.47 cu. yd Paving & Sidewalks 34.09 sq. ft. 31.56 cu. yd 284.04 cu. yd. 8 0.00 sq. ft. 19350�3� SEE NOTE 6 Y`�'•, 0 c� " 0.00 cu. yd. c�' _'-"�-`°- O x' 1935 C7 • �� m zo Y O two �� - - - `N �+ Ch - O� m� 'O U) -0 6) CD - - - - - ------._.- - U. CCR LL r 1930, .. .. . -- 1930 CLASS 11 COMPACTED : LIMITS OF EMBANKMENT : SUBGRADE 1925 STRIPPINGS (TYP) CLASS 11I (TYP) 1925 . . .. : : . (TYP) . . 1920 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 601920 [Sta. 3+50.00 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 11 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 OF THE LOW SIDE FIRST. 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 ! EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. 5. THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES. 6. THE FILL MATERIAL WITHIN THE RIGHT OF WAY IS QUANTIFIED TO VERIFY ENOUGH U NTITY IS AVLE TO S R T T PRO F T S Material(s) at Station 4+50.00 Material Name Area Volume Cumulative Volume Grading Cut 71.46 sq. ft. 64.08 cu. yd 477.18 cu. yd Grading Fill 8.68 sq. ft. 8.39 cu. yd. 93.51 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cm yd. Grading Cut - Intersection - South Side 000 sq. ft 0.00 cu. yd. 000 cu. yd. Grading Fill - Intersection - South Side 000 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Strippings 54.00 sq. ft. 50.00 cu. yd. 453.47 cu. yd Paving & Sidewalks 34.09 sq. ft. 31.56 cu. yd 284.04 cu. yd. Paving - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd Paving- Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Material(s) at Station 4+25.00 Material Name Area Volume Cumulative Volume Grading Cut 66.95 sq. ft. 59.72 cu. yd. 413.10 cu. yd. Grading Fill 9.43 sq. ft. 9.11 cu. yd. 85.12 cu. yd Grading Cut - Intersection - North Side 0.00 sq. ft. 0.00 cu, yd. 0.00 cu. yd. Grading Fill - Intersection - North Side 0.00 sq. ft 0.00 cu. yd 000 cu. yd Grading Cut - Intersection - South Side 0.00 sq. f . 0.00 cu. yd. 000 cu. yd Grading Fill - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Strippings 54.00 sq. ft. 50.00 cu. yd. 403.47 cu. yd. Paving & Sidewalks 34.08 sq. ft. 31.56 cu. yd. 252.48 cu. yd. Paving - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd Paving - Intersection -South Side 0.00 sq. ft 0.00 cu. yd 000 cu. yd Material(s) at Station 4+00.00 Material Name Area Volume Cumulative Volume Grading Cut 62.04 sq. ft. 55.03 cu. yd 353.38 cu. yd Grading Fill 10.25 sq. ft. 9.91 cu. yd. 76.01 cu. yd. Grading Cut - Intersection - North Side 0.00 sq. ft. 000 eu. yd. 000 cu. yd Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 000 cu. yd Grading Cut - Intersection - South Side 0.00 sq. ft. 000 cu. yd. 0.00 cu. yd. Grading Fill - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd. Strippings 54.00 sq. ft. 50.00 cu. yd. 353.47 cu. yd. Paving & Sidewalks 34.08 sq. ft. 31.56 cu. yd. 22092 cu. yd. Paving - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd, Paving - Intersection - South Side 0.00 sq. ftFO-00 cu. yd. 0.00 cu. yd. Material(s) at Station 3+75.00 Material Name Area Volume Cumulative Volume Grading Cut 56.84 sq. ft. 50.72 cu. yd. 298.35 cu. yd. Grading Fill 11.16 sq. ft. 10.62 cu. yd 66.09 cu. yd Grading Cut - Intersection - North Side 0.00 sq, ft 0.00 cu. yd. 000 cu. yd Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Cut - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 000 cu. yd. Strippings 54.00 sq. ft. 50.00 cu. yd. 303.47 cu. yd. Paving & Sidewalks 34.09 sq. ft. 31.56 cu. yd. 189.36 cu. yd Paving - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd. Paving - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd Materials) at Station 3+50.00 Material Name Area Volume Cumulative Volume Grading Cut 52.71 sq. ft. 50.13 cu. yd. 247.63 cu. yd. Grading Fill 11.79 sq. f t. 10.68 cu. yd. 55.47 cu. yd. Grading Cut - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd 000 cu. yd Grading Fill - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 000 cu. yd. Grading Cut - Intersection - South Side 0.00 sq. ft. 0.00 cu. yd 000 cu. yd Grading Fill - Intersection - South Side 0.00 sq. ft. 000 cu. yd 0.00 cu. yd Strippings 54.00 sq. ft. 50.00 cu. yd. 253.47 cu. yd Paving & Sidewalks 34.08 sq. ft. 31.56 cu. yd. 157.80 cu. yd. Paving - Intersection - North Side 0.00 sq. ft. 0.00 cu. yd. 000 cu. yd. Paving - Intersection - South Sade 0.00 sq. ft. 000 cu. yd. 0.00 cu. yd Q A AILAB CON T UC HE FILE SHOWN IN THE RIGHT O WAY. I ! THE INTENT OF THIS DESIGN AND THESE PLANS AND SPECIFICATIONS TO BUILD UP THE LOTS ON THE LOW SIDE SUCH THAT THE FRONT YARDS OF THE HOMES (APPROXIMATELY 25' TO 30' WILL DRAIN TO THE PUBLIC RIGHT OF WAY. ALL EXCESS SUITABLE MATERIAL SHALL BE PLACED UNIFORMLY ALONG THE PRIVATE SIDE OF THE LOW SIDE R.O.W. IN THE STRIPPED AREA SHOWN. BACK SLOPES SHOULD NOT EXCEED 1 RISE TO 6 RUN, 1:6. r/1 0 �o V zo c� WU- a: d aC C� � 12 a . 0 G d? (fl 'b oui w cn = LU s o m M3., N Ui Ego VJG C81 w _- �z �- W z a� z_ O o w oma V 2 a U)0 0� F- N r a EC W `§j _ m C O N N � r m� INEER zo c� WU- "3 W Q W i i, Steven W. Wol%rd, am the Coordinating Professional on the Westbrook Village L.L.C., Shadow Ridge fith Addition Paving Plan project. This bar is one inch long on original drawing. DATE..�AN, 2018 if not one inch on alis sheet, adjust scares accordingly 1930 11925 1920 701915 80 Material(s) at Station 21+25.00 Material Name Area Volume CLASS I Grading Cut - Intersection 0.00 sq. ft 0.00 cu. yd. 1.74 cu. yd. EMBANKMENT 0.00 sq. ft. CLASSI 36.27 cu. yd Grading Cut - Corridor (TYP) 0.00 cu. yd EMBANKMENT, Grading Fill - Corridor € °� 1930 SEE NOTE 6 x' �"� � 3 3 v'� �' "' "' �'r`u 33 v C�I c 0.00 cu. yd. 0.00 cu. yd :2 -10iN - �� NO UN m0 rn 2�C�y> - 4-3 - �"'rM ,V„N - (b=W - - - - - - CN �� Uie- fn.- _ . 0.00 cu. yd. Strippings - 50.93 cu. yd. _sQj _OW IL r 4-1 e- . _ Paving & Sidewalks •- 17.50 cu. yd 43.76 cu. yd OA_ . 1925 -6 W mW _ ON - - - aN - U mw . -Ot3 �� 'a in - - - - - - - - - - - -_- -- - - _. - _ _ _ _.... . . . . . . _ ,/� _ - _ =:�.�...-• i 0 ..,,�.�:•�- -=�. 4-r _ .;" - - - - - - - - - - . �--- STRIPPINGS . . . . . ' . . CLASS III(TYP) �, -. - - - - - - - - - - .. .. .. .. : : .. - - COMPACTED - - - - - - - - - 1920 LIMITS OF CLAS S II -10 0 SUBGRADE ZO 30 _.,_ p , , _ LIMITS OF 7 '+' -WW CLASS 11 STRIPPINGS • . . - - EMBANKMENT . _ : : (TTP) . . . CLASS III (TYP) . . . . . . • ..... . • / . . . . . . (TYP) - - - - - - - - - - - - . . . : _ F U0 W - - _ - - 1920 1920 - - - - - - -- - 920 1920 191580 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1920 - - - . • . . . sta. 21+25.00 1930 11925 1920 701915 80 Material(s) at Station 21+25.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft 0.00 cu. yd. 1.74 cu. yd. Grading Fill - Intersection 0.00 sq. ft. 0.00 cu. yd 36.27 cu. yd Grading Cut - Corridor 0.00 sq. ft. 0.00 cu. yd 0.00 cm yd. Grading Fill - Corridor 65.41 sq. ft. 56.24 cu. yd. 123.49 cu. yd Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd Grading Fill - Culdesac 0.00 sq., fl. 0.00 cu. yd 0.00 cu. yd. Strippings 55.00 sq. f � 50.93 cu. yd. 224.54 cu. yd Paving & Sidewalks 18.90 sq. ft. 17.50 cu. yd 43.76 cu. yd Sta. 21+00.00 Materials) at Station 21+00.00 CLASS 1 Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft. 0.00 cu. yd. 1.74 cu. yd. Grading Fill - Intersection 0.00 sq. ft. 0.00 cu. yd 36.27 cu. vd. EMBANKMENT, o 0.00 cu. yd 0.00 cu. yd Grading Fill - Corridor 56.06 sq. ft. 46.60 cu. yd 67.25 cu. yd Grading Cut - Culdesac c 0.00 cu. yd. 1930 SEE NOTE 6 �' _' 3 N O � o� m'� C � 55.00 sq. ft - U, Off: tea U,�i to N 1930 17.50 cu yd _ � u�°' -6 W mW _ ON - - - aN - U mw . -Ot3 �� 'a in - - - - - - - - - - - -_- -- - - _. - _ _ _ _.... . . . . . _ m� ii.w . i 0 ........ _ . . . . .. - - - _ SUBGRADE . �--- STRIPPINGS . . . . . ' . . CLASS III(TYP) �, (TYP) ........ 1920 L A .. .. .. .. .. 20 30 40 50 60 70 . .. .. .. .. sta. 20+50.00 1915 -80 -70 _ 6 1 925 1925 -20 -10 0 10 ZO 30 _.,_ p , , _ LIMITS OF 7 '+' -WW CLASS 11 - - .. ................ : : . . . . . . . . . • ..... . • / ........... ------- LL � ds Z vi W�tNt��k W o 1925 . . . : _ F U0 W - - _ - - 1920 1920 - - - - - - -- - 920 1920 - - - - _ _ 1920 1920 - - - . • . . . 191580 -70 -60 -50 - -30 Z 0 -20 -10 0 10 20 W 3:W 30 40 50 60 70 80 1915 Sta. 21+00.00 Materials) at Station 21+00.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft. 0.00 cu. yd. 1.74 cu. yd. Grading Fill - Intersection 0.00 sq. ft. 0.00 cu. yd 36.27 cu. vd. Grading Cut - Corridor 0.00 sq. ft: 0.00 cu. yd 0.00 cu. yd Grading Fill - Corridor 56.06 sq. ft. 46.60 cu. yd 67.25 cu. yd Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd Grading Fill - Culdesac 0.00 sq. fr 0.00 cu. yd 0.00 cu. yd. Strippings 55.00 sq. ft 50.93 cu. yd. 173.61 cu. yd. Paving & Sidewalks 18.90 sq. ft 17.50 cu yd 26.26 cu. yd IS -6. 20+75.00 CLASS I . . . . . . . M a > m w Ui_._ 0.00 sq. ft. `- (0 O O N N EMBANKMENT, 0 CID N 6 O U 11 C it a. N to w+- @ fl m 0 w V D) m o, a If 41 it fl SEE NOTE 6 Y' 3 t�;_ 3 t� "' w_ � � �' mN �r W = N-� tri 1930 1930 SEENOTE6 vN VN r�°' in°.' '�N mrs ui .- OW _ "' _ -Ci : ow C4 mN DW �W ca°' ins- to 122.69 cu. yd. -. ----- 8.75 cu. yd. . . Irl W <- O N rn W �- (9.Ui- 4-9 - - - 11925 1925 - - - _ - - - - - - - - - - - - - - - -_- -- - - _. - _ _ _ _.... . . . . . _ j. =-- - . . ........ _ . . . . .. ........... _ SUBGRADE ...................... STRIPPINGS . . . . . ' . . CLASS III(TYP) -50 -40 (TYP) ........ 1920 1920 . . _ . . . . . . . . .. .. .. .. .. 20 30 40 50 60 70 . .. .. .. .. sta. 20+50.00 1915 -80 -70 _ 6 0 -50 -40 -30 -20 -10 0 10 ZO 30 40 50 60 70 801915 IS -6. 20+75.00 1930 1925 1920 1915 . . . . . . . . . . M a > m w Ui_._ 0.00 sq. ft. `- (0 O O N N it) 11 co .X CO m W m`- ° N U m 8N 4-0 Cp) `- '� CID N 6 O U 11 C it a. N to w+- @ fl m CLASS 1 w V D) m o, a If 41 it fl m N > a- n� I 20.65 cu. yd. EMBANKMENT, �' ,� ° 0 o� W`4 °' V �° m° Grading Fill - Culdesac SEENOTE6 �� �� qw mW �� m.- oil 55.00 sq. ft. 57.87 cu. yd. 122.69 cu. yd. -. 18.90 sq. ft. 8.75 cu. yd. . . N . W >ID9 ' W C9 W > (9.Ui- 4-9 0 `° x (q _ _Q 1tt _ SEE NOTE 6 1925 �, EMBANKMENT, _ - - - ------ --- --- - - - - . . - _ - - - - - x �? ®N COMPACTED : : 1925 - LIMITS OF m W . _ SUBGRADE 1920 STRIPPINGS . . . . . ' . . CLASS III(TYP) -50 -40 (TYP) . O . . _ . . . . . . . . 191580 -70 _60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 1925 1925Vw - - sta. 20+50.00 _ : 1930 1925 1920 1915 CLASSI EMBANKMENT (r,rP) 1930 1925 1920 $1915 . . . . . . . . . . w Lu Q) it •:s , > m w Ui_._ 0.00 sq. ft. 010 cu. yd N? a to �"' it) 11 co .X CO m W m`- ° N U m 8N 4-0 Cp) `- '� W N 4-C x mN 6 1C O N xal CO �� 6 11 .+ N CD m 11 > C it a. N to w+- @ fl m w N 0 ( CD �C m �@N w N � � @w m�- _ MJ In > 6i �di , m N > a- n� I CLASSI EMBANKMENT (r,rP) 1930 1925 1920 $1915 Sta. 20+25.00 1930 1925 1920 1915 Material(s) at Station 20+75.00 . . . . . . . . . . w Lu Q) it •:s , > m w Ui_._ 0.00 sq. ft. 010 cu. yd 1.74 cu. yd Grading Fill - Intersection - 15.94 cu. yd 36.27 cu. yd. Grading Cut - Corridor 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd Grading Fill - Corridor 44.60 sq. ft. 20.65 cu. yd 20.65 cu. yd. Grading Cut - Culdesac 0.00 sq. ft. 0.00 cm yd 0.00 cm yd Grading Fill - Culdesac CLASS 11 . - - - 55.00 sq. ft. 57.87 cu. yd. 122.69 cu. yd. -. 18.90 sq. ft. 8.75 cu. yd. . . . . . -' EMBANKMENT . . . . COMPACTED - : 0 `° x (q _ - _ SEE NOTE 6 m II > EMBANKMENT, 'o§N a �W mN 9w (TYP) SUBGRADE :CLASS III (TYP} . _ _ mN x �? ®N 1925 1925 SEENOTE6 m W mNw . . . . . . . . �w q0 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 81 Sta. 20+25.00 1930 1925 1920 1915 Material(s) at Station 20+75.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft. 010 cu. yd 1.74 cu. yd Grading Fill - Intersection 0.00 sq. ft. 15.94 cu. yd 36.27 cu. yd. Grading Cut - Corridor 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd Grading Fill - Corridor 44.60 sq. ft. 20.65 cu. yd 20.65 cu. yd. Grading Cut - Culdesac 0.00 sq. ft. 0.00 cm yd 0.00 cm yd Grading Fill - Culdesac 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd Sbippings 55.00 sq. ft. 57.87 cu. yd. 122.69 cu. yd. Paving & Sidewalks 18.90 sq. ft. 8.75 cu. yd. 8.75 cu. yd. Materials) at Station 204-5000 Material Name Area Volume Cumulative Volume Grading Cut -intersection 0.21 sq. ft. 1.64 cu. yd 1.64 cu. yd. Grading Fill - Intersection 34.43 sq. ft. 20.32 cu. yd 20.32 cu. yd. Grading Cut - Corridor 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd Grading Fill - Corridor 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Culdesac 0.00 sq. ft. 0.00 cu. yd 0.00 Cu. yd Strippings 70.00 sq, ft. 64.81 cu. yd. 64.81 cu. vd. Paving & Sidewalks 0.00 sq. ft.0.00 cu. yd. 0.00 cu. yd. Material(s) at Station 20+25.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 3.32 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Intersection 9.46 sq. ft. 0.00 cu. yd 0.00 cu. yd. Grading Cut - Corridor 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd Grading Fill - Corridor 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd. Grading Fill - Culdesac 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Strippings 70 00 sq. ft. 0.00 cu. yd 0.00 cu. yd Paving &Sidewalks 0.00 sq. f t 0.00 cu. yd 0.00 cu. yd Sta. 22+50.00 Materials) at Station 22+50.00 Material Name Area Volume Cumulative Volume o a 0.00 sq. ft. 0.00 cu. yd. 1.74 cu. yd Grading Fill - Intersection 0.00 sq. ft 0.00 cu. yd. r Grading Cut - Corridor 0.00 sq. ft N 0.00 cu. yd. Grading Fill - Corridor 0.00 sq. ft. 0.00 cu. yd l3i a 11if 0.00 cu. yd. O Grading Fill - Culdesac 123.88 sq. ft. 150.54 cu. yd 611.31 cu. yd. Strippings fl 67.68 cu. yd 574.22 cu. yd i6 0.00 sq. f t 0.00 cu. yd 52.51 cu. yd. CLASS 1 ~- 0 N 0 `° x (q 0 `° xCD 0 ti SEE NOTE 6 m II > EMBANKMENT, 'o§N a �W mN 9w CD �N o f m 0 m 0 mN x �? ®N 1925 1925 SEENOTE6 m W mNw mN m W 0) fl > ®fl >w mr �w C�W 1925 1925 . O U 61 UQ a> W 0 W a) It �> C) U `Z' 1925 1925Vw - - - - - _ : : : : : : l-_:_.. -- - - : . a w 1920 �2 = ��... r P W U? N3o _ LIMITS OF 7 '+' -WW CLASS 11 - - : : : : mu 0>. m Dorn . • / . LL � ds Z vi W�tNt��k W o 1925 . . . : _ F U0 W - - - - - - - -- - 920 1920 - - - - _ _ 1920 1920 . . . . . EMKMENT W Z 0 _ . W 3:W � .. .. 1915 1915 :z= - - (TYP) : - : _ _ : : - - -CLASS III (TYP} - - : _ : - - : : - : : : 1910 -90 -80 -70 -60 -50 1915 1915 0 10 20 30 40 50 60 70 80 90 1910 . . . . . . . . . . . . . . . . . 1910 -90 _80 1910-90 -80 _70 -- -20 -10 -60 -50 -40 -30 -20 -10 80 90 . . 0 10 20 30, 40 50 60 70 80 901910 Sta. 22+50.00 Materials) at Station 22+50.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft. 0.00 cu. yd. 1.74 cu. yd Grading Fill - Intersection 0.00 sq. ft 0.00 cu. yd. 36.27 cu. yd. Grading Cut - Corridor 0.00 sq. ft 0.00 cu. yd 0.00 cu. yd. Grading Fill - Corridor 0.00 sq. ft. 0.00 cu. yd 153.77 cu. yd Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Culdesac 123.88 sq. ft. 150.54 cu. yd 611.31 cu. yd. Strippings 66.15 sq. ft. 67.68 cu. yd 574.22 cu. yd Paving & Sidewalks 0.00 sq. f t 0.00 cu. yd 52.51 cu. yd. sta. 22+25.00 Materials) at Station 22+25.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft. CLASS I 1.74 cu. yd. Grading Fill -Intersection 0.00 sq. ft. 0.00 cu. yd. 36.27 cu. vd. Grading Cut - Corridor 0.00 sq. ft. 0.00 ca. yd 0.00 cu. yd Grading Fill - Corridor EMBANKMENT 0.00 cu. yd a Grading Cut - Culdesac 0.00 sq. ft. U U a0 g�CND ch to N vi 0 a C! It ® g It (TYP) co 't dap to co N It It r If m v 506.54 cu. yd CLASSI EMBANKMENT, N 6, mg m� 9 w -0� m4-" ° .•. 11 N m N ' it 0�. O e- ®(D e -M r Cp m W fl 11 ++ m w 9N x� - m coN w0 ,- N MI u SEE NOTE 6 m II > m fl > 'o§N a �W mN 9w xa mN m _ •� ° m _ -ma ° �N i W �CD m� mD fl O m 1925 1925 w 4-9 W m W m<- a7 fl In •D > m fl w m a- Off > :. m 4-9 w > m e Wm In- tor-. � q fl ^a fl 0iti C�W 1925 1925 . - --_ 1925 . 0 ul W w a lu: - : 0ii 'm W - . v w . . . a9 u4 -R QW 5 ,~ 3 io 0 E� : : : Q110- 1920 1920 �2 = ��... r P W U? N3o _ LIMITS OF 7 F1920 CLASS 11 s v w . . COMPACTED . . . . 0 wN N tai ri 3rJ" 4 Q mu 0>. m Dorn . • / . LL � ds Z vi W�tNt��k W o 1925 . . . : _ t _CL211 U0 W - - COMPACTED Ca �' w - - - - - - _ _ 1920 1920 . . . . . EMKMENT W Z 0 SUBGRADE . W 3:W � 1915 1915 :z= - - (TYP) : - : _ _ : : - - -CLASS III (TYP} - - : _ : - - : : - : : : 1910 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 1910 sta. 22+25.00 Materials) at Station 22+25.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft. 0.00 cu. yd. 1.74 cu. yd. Grading Fill -Intersection 0.00 sq. ft. 0.00 cu. yd. 36.27 cu. vd. Grading Cut - Corridor 0.00 sq. ft. 0.00 ca. yd 0.00 cu. yd Grading Fill - Corridor 0.00 sq. ft. 0.00 cu. yd 153.77 cu. yd. Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Culdesac 201.29 sq. ft. 177.46cu. yd. 460.77 cu. yd Strippings 80.04 sq. ft. 76.27 cu. yd 506.54 cu. yd Paving & Sidewalks 0.00 sq. ft 0.00 cu. yd 52.51 cu. yd Sta. 22+00.00 [) CO wtD w W a- {•• iG O V• 4-p to 1tj W U U ri a 4-+i Material(q) at Station 22+00.00 CD r .r CC?o o Volume 4 Grading Cut - Intersection co C14 CID 0.00 cu. yd. CLASSI s Vfl fl fl C9 m if 6 it 0 it it i! 11 m m N 0.00 cu. yd EMBANKMENT, Grading Fill - Corridor r- co 0.00 cu. yd C4 Grading Cut - Culdesac o� N N ��M 0. 00 cu. yd SEE NOTE 6 182.03 sq. ft. �" m W N 4-V xN Cf N x`4- _-Zlog m W ®C4 N mCD Paving & Sidewalks 0.00 sq. f t. 0.00 cu. yd mr^m0 �W 11 m U m r W ca - �CD ID fl m ` If - IM •p If 0 it m 11 m m m _�[ t6N x tpN m I! J. 0 it - x- N .W - Y CSN m. W. �N. 0'9 m'9 I N iw - 1925 1925 m ml 0• w..-. , D% m fl mom' 0 L. w- + . t-. m`- ton fl . m malID m0 c9, . _mom- 1925 . 0 ul W �' - - W - - 'm W - _ mg 0 it 5 ,~ 3 io 0 E� , 0. c C S6 m U � 3 a 1920 1920 �2 = ��... r P W U? N3o _ LIMITS OF 7 If DIf CLASS 11 It amu. . . COMPACTED . . . mn 0 wN N tai ri 3rJ" 4 Q mu 0>. m Dorn - - D>� / . LL � ds Z vi W�tNt��k W o 1925 -- 5 -- �a . CLASS III (TYP) - - - - - - - - - - U0 W W �' w - - - t� "' 1920 1920 . . 80 90 . . Z W Z 0 . W 3:W � :z= r 1915 1915 . . . . . 1920 _ ... . . . . . - 11910 1910 -90 _80 -70 - - - -- -60 -50 -40 -30 -- -20 -10 -- --....._.. 0 10 -------•---•-•_ 20 30 40 50 60 70 80 90 . . Sta. 22+00.00 [) CO wtD w W a- {•• iG O V• 4-p to 1tj W U U ri a 4-+i Material(q) at Station 22+00.00 Material Name Area Volume Ctanulatfve Volume Grading Cut - Intersection 0.00 sq. ft. 0.00 cu. yd. 1.74 cu. yd. Grading Fill - Intersection 0.00 sq. ft 0.00 cu. yd. 36.27 cu. yd. Grading Cut - Corridor 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd. Grading Fill - Corridor 0.00 sq. ft. 0.00 cu. yd 153.77 cu. yd. Grading Cut - Culdesac 0.00 sq. f t 0.00 cu. yd 0. 00 cu. yd Grading Fill - Culdesac 182.03 sq. ft. 148.00 cu. yd 283.31 cu. yd. Strippings 84.71 sq. ft. 77.11 cu. yd. 430.26 cu. yd. Paving & Sidewalks 0.00 sq. f t. 0.00 cu. yd 52.51 cu. yd. CLASS I Material Name Area fl Cumulative Volume Grading Cut - Intersection 0 0.00 cu. yd EMBANKMENT, 193( Grading Fill - Intersection a 0.00 cu. yd. 36.27 cu. yd. Grading Cut - Corridor 0.00 sq. ft. N " 1930 Grading Fill - Corridor 0.00 sq. ft. 0.00 cu. yd 153.77 cu. yd. Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Culdesac 137.65 sq. ft. CD_ 135.31 cu. yd Strippings 81.84 sq. ft. 70.52 cu. vd x Paving & Sidewalks 0.00 sq. f t SEE NOTE 6 52.51 cu. yd. m CS D1 CS C7 _ mN C4-) �N _�[ t6N x tpN N - x- N _ - Y CSN m. W. �N. 0'9 m'9 I N iw - - _ m ml 0• w..-. , D% m fl mom' 0 L. w- + . t-. m`- ton fl . m malID m0 mN. w ar a a 11 >. N. . . . . . . . W w _mom- 1925 Qd _� cn W W �' - - W - - 'm W - _ mg 0 it r' m fl. 5 ,~ 3 io 0 E� , 0. c C S6 m U � 3 a 1920 1920 �2 = ��... r P W U? N3o _ LIMITS OF 7 If DIf CLASS 11 It amu. . . COMPACTED . . . mn 0 wN N tai ri 3rJ" 4 Q mu 0>. m Dorn - - D>� SUBGRADE . . . . . . . . . : . . . LL � ds Z vi W�tNt��k W o 1925 1925 5 -- �a . CLASS III (TYP) - - - - - - - - - - U0 W W �' w - - - t� "' -30 -20 -10 . . 80 90 . . Z W Z 0 . W 3:W � :z= r 1 920 1920 _ ... �__ - . -. - - - - - - - - - - . . 1915 -90 70 80 901915 _so -70 -60 _50 -40 -30 -20 -10 0 10 20 30 40 50 60 [S-(-. 21+75.00 Material(s) at Station 21+75.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft. 0.00 cu. yd 1.74 cu. yd. Grading Fill - Intersection 0.00 sq. • ft. 0.00 cu. yd. 36.27 cu. yd. Grading Cut - Corridor 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd Grading Fill - Corridor 0.00 sq. ft. 0.00 cu. yd 153.77 cu. yd. Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd. 0.00 cu. yd. Grading Fill - Culdesac 137.65 sq. ft. 99.52 cu. yd 135.31 cu. yd Strippings 81.84 sq. ft. 70.52 cu. vd 353.15 cu. yd Paving & Sidewalks 0.00 sq. f t 0.00 cu. yd. 52.51 cu. yd. Sta. 21+50.00 Material(s) at Station 21+50.00 Material Name Area Volume Cumulative Volume CLASS I 0.00 sq. ft. 0.00 cu. yd. 1.74 cu. yd. Grading Fill -Intersection 0.00 sq. ft. EMBANKMENT 16.27 cu. yd. 6 Grading Cut - Corridor 0.00 sq, f t 0.00 cu. yd 0.00 cu yd Grading Fill - Corridor (TYP) 30.28 cu. yd. 153.77 cu. yd Grading Cut - Culdesac v v C4a 0.00 cu. yd. w N 77.30 sq. ft. 35.79 cu. yd. 35.79 cu. yd. N N, � a .fir N M Paving & Sidewalks 0.00 sq. f t. CLASSI EMBANKMENT,m 52.51 cu. yd. m U U _1A. it U If m - 0 0 1930 1930 _ SEE NOTE 6 m. W. �N. - �N - _ _ _ . _ _ _ _ . . �N- m W 'W. m . m ml 0• w..-. , D% m fl mom' 0 L. w- + . t-. m`- ton fl . D> m fl W rn L m °�'i n _in ar a a 11 >. N. . . . . . . . W w . 1925 1925 Qd _� cn W �' - - - ...... -- _ 0hC N H ,ri ri pi N 5 ,~ 3 io 0 E� , 0. c C S6 m U � 3 a 1920 1920 �2 = ��... r P W U? N3o _ LIMITS OF 7 CLASS 11 . . . COMPACTED . . . . 0 wN N tai ri 3rJ" 4 Q m STRIPPINGS - - - - EMBANKMENT : SUBGRADE . . . . . . . . . : . . . LL � ds Z vi W�tNt��k W o . . . ._(�P) . . . �------iYP) 5 �a . CLASS III (TYP) - - - - - - - - - - e- 0 n f 1915 -80 -70 -60 -50 -40 191590 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 Sta. 21+50.00 Material(s) at Station 21+50.00 Material Name Area Volume Cumulative Volume Grading Cut - Intersection 0.00 sq. ft. 0.00 cu. yd. 1.74 cu. yd. Grading Fill -Intersection 0.00 sq. ft. 0.0(1 cu. yd 16.27 cu. yd. 6 Grading Cut - Corridor 0.00 sq, f t 0.00 cu. yd 0.00 cu yd Grading Fill - Corridor 0 00 sq. ft. 30.28 cu. yd. 153.77 cu. yd Grading Cut - Culdesac 0.00 sq. ft. 0.00 cu. yd 0.00 cu. yd. Grading Fill - Culdesac 77.30 sq. ft. 35.79 cu. yd. 35.79 cu. yd. Strippings 70.48 sq. ft. 58.09 cu. yd 282.63 cu. yd Paving & Sidewalks 0.00 sq. f t. 8.75 cu. yd. 52.51 cu. yd. SEE CROSS SECTION NOTES ON SHEET C-6 I, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.L.C., Shadow Ridge 7th Addition Paving Plan project This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly ■ Q ■ llr�li Iia Q awl 0 0 Cn a U00 o 0 W ~ W z >. Qd _� cn W "a 0 ...... m o 0hC N H ,ri ri pi N 5 ,~ 3 io 0 E� M U) g w Z 0. c C S6 m U � 3 a Lu 2 Z N Dion'3� ® O C x c% m V �2 = ��... r P W U? N3o w 15 c to 5, pts _io (/tel N N 0 wN N tai ri 3rJ" 4 Q m a o oa man ro essiona : GLG�%EER LL � ds Z vi W�tNt��k W o 5 �a e- 0 n f Cn to � CD Z W Z 0 W 3:W � r DATE: JAN, 2018 1'-0" 1 _ 4'-0" 9'-6" 60'-0" R.O.W. 31'-0" B.C. /-- 4" SIDEWALK 7'-6" 7'1 1" SLOPE 2% SLOPE TYPE "G",JOINT TYPE "G" JOINT TYPE "G" JOINT // a e :a- _ _ a_ :d ' _ - _ a - _ a a 4 / / Q- _r• - _ _ e' - -_ e a _- '• - < -d- ` ` _ // //\// // ,♦ -� __ -• _ _ - _q_- _. _- _ ,? .'a •'. a de__ '• e _ -_ - � 'r- - � e -.�e - i- -a a: -. _'_ :°----'_ q_-. d_--. v _ 4 -. _ , V-0" ► - 4'-0" �-- 4" SIDEWALK 6'-0" � COMPACTED L 6" THICK 47B SUBGRADE PAVEMENT TYPICAL 31'PAVING SECTION. SCALE: 1/2"= 1'-0° 80'-0" R.O.W. 46'-0" B.C. 2% SLOPE 4'-0" 1" SLOPE !b .e e - - e e- - e • . V-0" 1" SLOPE b QCC ZON Uj t lL f6 .� a C7 a �y TYPE "G" JOINT to Z w 0 2% SLOPE 'N' Cm Cm� nom TYPE "G" JOINT O �o = mP P. Qfm W o Z c z firrw o 0 � ...- 2%_2% — .. o C0 o�_>. \ \ \ \ N' X\ \ \ \ \ \ \ \ \19 \ \ \ \ \ \ y v wuiN Ir a e a 'a. e -.--'-< x / / / / / / / / / / / / / / / / / / / / / :''_e-' d - ' ''a - ♦ _ __ _ - _ 'r. _ _ - - ° '_ _'a• _ * .: _ - __ a� =a__a♦ __ _ v -_ 'd- i_ _ �._ _ e ♦ R4 : •_ -- a -_ .a -ee .. - g' _ _ :e-•_. -' a __'° -. _e -'O - - _♦_ _ _ _ __ a 'a Q a _ _ -: e- --. e: _ _. _.°: .. e- w _ d.' _-♦-__•'. ': e'-• _ _ e '• •_ a 4e .. _ '�'_ °-.:Qe-- .' ♦•'" _'. O- .: - .-- a-4 --O' ed a .. e 'e d a - - q• e. d,_ tr e e. --• �'q .•' !. a ' / / /\\ / / / / / / / / / / / / / / / / / / \ `\ a _ - '- - ' - _ ° • _ a _ _ _ - _ d - q- _ _ e _ _ d' - _ _ _ ° a '•"o _ _ - • a - _ - _ ._ A . _ _. v • _ : - a a - d e ' - - - e ° - a . - ' .: °=' - - _ _ °. .-'a -. e 4 a _ _- _ - - _ • _ _ _ A e 4- _•. - e _ ° a <Q:. _ e _ _ _• _ - i - ° i . '�-° 4. .._ e _ - a e -• - - _ _ ., -. _ - e . i - _ - e a • .d' ._- .�e ne_ w_ -'� .. - - '• _ a- - d_'' _ e _ _ 4 .• a s _ a •. e _ •a' 4 a •- : e '- ! •: / / / / / / / / ♦ _o e ♦ .- • e � !�.t��h h� Jl��h �!� .tl/l��1� h��� � %R�� �h����h/1✓l���h�h�h� ��1��/��l��hf!�%l��l��h�l� !��/��/� e s l��l��h�/��h�l��h� ��/��h !� !� ! !� !� !� !� !� !� - � � � � __. � a. - ... �- ° - 1" POURED SEAL T NON -EXTRUDING PREMOLDED FORMED GROOVE----��" 1" COMPRESSIBLE M TERIAL �.w. -.e• _° -♦ a A °-a. - _v _ _ qe: a q4 e. a.. 'e°a i 4 - _ _ •�_.-e :• d :4e 4__ :ea., e- ea =• _ st e d 4 _e e: 3/4"018" SMOOTH STEEL NEW CONCRETE DOWEL @ 12" C/C PAINT PAVEMENT & OIL ONE END OF DOWEL TYPE "D" DOWELED. EXPANSION JOINT- _:_ SCALE: 3/4" =1'-0" POURED JOINT -�4 #4 DEFORMED TIEBAR 30" LONG @ 30" C/C SAWED OR FORMED % GROOVE f-- BACKER ROD FORMED KEYWAY TYPE "G" HINGED. SCALE: 3/4"= V-0" VII a J_ 0 n it 4 p 7 V s COMPACTED ` $" THICK 478 PAVEMENT SUBGRADE TYPICAL 46'PAVING SECTION. SCALE: 1/2" = 1'-0" SAWED OR FORMED POURED SEAL GROOVE, SEE DETAIL TYPE "H" DUMMY. NEW 6" PAVEMENT 3/4" x 18" SMOOTH DOWEL @ 12" CTRS NTO EXISTING PAVEMENT EXISTING PAVEMENT TYPE "F" DOWELED CONSTRUCTION. JOINT. SCALE: 3/4"= 1'-0" TYPE "4713" CONCRETE e COL - a '4 INTEGRAL CURB DETAIL. SCALE: 3/4" =1'-0" NOTE: RIGHT HALF STREET SECTION IS SIMILAR TO LEFT. GRADING NOTES: I. 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. 2. ALL SUBGRADE FOR LOTS SHALL BE COMPACTED TO 90% OF STANDARD PROCTOR. 3. ALL SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR AT ±3% FROM OPTIMUM MOISTURE. 4. INCLUDED WITH THE GRADING SHALL BE BACKFILLING ALL CURBS AND WALKS AFTER COMPLETION AND FILLING OF LOTS AS SHOWN ON THE GRADING PLAN (SHEET 1). 5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES PRIOR TO BEGINNING WORK. 6. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL PROPERTY PINS AND PAY FOR ANY DAMAGED OR DESTROYED PINS. CONCRETE NOTES 1. ALL CONCRETE FOR STREET SHALL BE 4713-4000 PER SPECIFICATIONS.. 2. ALL CONCRETE FOR SIDEWALKS SHALL BE 47B MIX WITH FIBERMESH PER SEE SPECIFICATIONS. (NOTE: NOT IN CONTRACT, PROVIDED BY HOME OWNER.) 3. USE LIGHT BROOM OR BURLAP FINISH PER CITY REQUIREMENTS. 4. ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AT ±3% FROM OPTIMUM MOISTURE. 5. JOINT SEALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE WITH ASTM D3405. 6. TYPICAL TRANSVERSE JOINTS SHALL BE SPACED AT 8 FT. CTRS. ADJUST TRANSVERSE JOINTS AT INTERSECTIONS AS SHOWN ON DETAILS. LENGTH DIVIDED BY WIDTH CAN BE NO MORE THAN 1.25 PER A.C.I. JOINTS: 1. USE TYPE 'G' FOR ADJACENT PAVING LANES. 2. USE TYPE 'F' FOR ALL JOINTS TO EXISTING PAVING. 3. PROVIDE TYPE 'F' (WITH BARS SET IN PAVEMENT) WHERE EVER PAVING IS TO BE CONTINUED IN THE FUTURE. PROVIDE REMOVABLE HEADER OF AT LEAST VIN LENGTH AND EQUAL IN DEPTH TO THE CONCRETE. 4. USE TYPE 'H' FOR ALL OTHER JOINTS. 5. ALL JOINTS TO HAVE HOT APPLIED SEALANT PER SPECS. SIDEWALK NOTES: 1. SIDEWALK CURB RAMPS SHALL CONFORM TO THE STATE OF NEBRASKA STANDARD PLAN 303-R2 UNLESS NOTED OR APPROVED OTHERWISE. A COPY OF THE STANDARD PLAN IS AVAILABLE FROM THE CITY OR THE ENGINEER UPON REQUEST. 2. ALL INTERSECTIONS SHALL HAVE HANDICAP ACCESSIBLE SIDEWALK CURB RAMPS PER STANDARD PLAN 303-R2 TYPE A. 3. THE STREET PAVING CONTRACTOR SHALL DROP CURBS AT INTERSECTIONS FOR FUTURE CURB RAMPS. LOCATIONS TO BE DETERMINED IN THE FIELD BY CITY ENGINEERING STAFF. 1, Steven W. Wolford, am the Coordinating Professional on the Westbrook Village L.L.C., Shadow Ridge 7th Addition Paving Plan project. This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly w 02 V 0 b QCC ZON Uj t lL f6 .� a C7 a �y to Z w 0 'N' Cm Cm� nom ,6 vas$ O �o = mP P. Qfm W o Z c z firrw o 0 � ®� �0 g o C0 o�_>. y v wuiN Ir N N 7,7 O s x tNEER b QCC ZON Uj t lL /Jio w p Cn C-1 5 DATE: JAN, 2018