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HomeMy WebLinkAboutSUB201200097 Plan - As-builtIn F - 'm - 0 1 1 ' of s I n 7T - M M I [a F � I ' A 1§ ik 9 A T j rmy- W = I . - - I I i I I . - . I - 0 - -I a � I � I di lb I 1 171 �, I - I-, 9 P11 I I I U 6 0 9 0 is W 0 9 I I I I!Iik a f �11____;[ a] I I 1; I I I TM 6 , PC A TM 62 SECTION D5 A 1 I �� I - - 0,71 V - Ohl LiLl it 104 0 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA 1. NO TITLE REPORT HAS BEEN FURNISHED. 2. DOMINION ENGINEERING DID NOT FIELD LOCATE UNDERGR0UND WATER LINES DURING CONSTRUCTION. LOCATION OF UNDERGROUND WATER LINES BASED ON PLAN LOCATIONS. 3. PHASES 1 & 2 ARE RECORDED IN DB 4320 PG 171. PHASE 3 RECORDED AT DB 4440 PG 102. DENOTES AS-BUILT INFORMATION ABI 1 OF 13 A132 2 OF 13 A133 3 OF 13 A134 4 OF 13 A135 5 OF 13 A136 6 OF 13 A137 7 OF 13 A138 8 OF 13 A139 � 9 OF 13 A1310 10 OF 13 A131 I I 1 OF 13 AB12 12 OF 13 AB13 13 OF 13 COVER SHEET I To Point ROAD PLAN/PROFIILE-DUN LORA FOREST DRIVE ROAD PLAN/PROFIILE-SAWGRASS COURT ROAD PLAN/PROF1LE-SAWGRASS COURT ROAD PLAN/PROFIILE-BAREFOOT COURT ROAD PLAN-RIO ROAD & PEN PARK DRIVE OVERALL SITE PLAN �%Aluu%Ago Inv OVERALL SITE PLAN P! pe OVERALL SITE PLAN 5 Flow time 1, I STORM PROFILES Lu:�E U_ STORM PROFILES Coof STORM PROFILES AC STORM Int Flow PROFILES Inv Len S Dim Cap ''I'll "I'll, I 1111- - ''I .11,111,111,111, 1-1111", LD-22;9 Storm Drain Design Computations I - I - � � � I � � I : I I � Route. N/A Proi: Dunlora Forest I . � , I I I I I : � I I � � �Countv: Albemarle : Rio I ­11 I � I I ..' _­ � I � ­­ I � - I'll, . � District. 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U> - - 4z' E ZL_ � E: 0) � 0 C\j - - 1� U) C\1 �� CO M Z_ - U C a < 00 - 4) C 4-3 > () r: 6 6 pa '6 N �' = a- - a� a� E _r: > a -w 0 V 'T -z :3 4) M CO () 4.3 ,T ,t (f) 4-1 0 C\1 C I" M _= - U rl I ��;pw I I � F-- >_ =� I I 1�1 k It :D Z CO O __�_' A (;) <Z 0 �� >� 09 mic . YERS I.- �-- (n < 1.6 No.33028 Lu:�E U_ 0 /,,,, 2,, � Y lk'Q,-' CZ 1­0 W U_ �� S "IV Uj z () - S1 A ONAL� & A— rl I co ��;pw (24 ::4 N M C) 5L4 U) I.--I � >--q �i >_ Z �2; U) E­4 Im = (:) Q :�: �D �D M 1 1_� C/D W '_.� 6 U) E-1 0 �4 :Z� I U) �� U) W FZ4 5� I Q4 !�e �4 5-: P4 C42 04 P'.;�- C) 0 I Iq E­4 co M = W - Q4 a 04 = C) - 04 C� <� �: 0 co ��;pw (24 C) 10--I ':::� >. C) 5L4 U) I.--I � >--q >_ Z �2; U) E­4 I.--1 r.-:) = (:) Q �D �D M 1 1_� C/D W '_.� 6 U) E-1 = le, �4 :Z� I U) �� U) �� FZ4 5� I Q4 1_4 �4 5-: P4 C42 04 P'.;�- C) Iq Iq E­4 co M = N - Q4 a 04 rz� C) - 04 C� <� �: = A C14 C� 9 0 0 P-4 Lij L6 .I- C4 0 111111 ��;pw (24 C) 10--I ':::� >. C) 5L4 U) I.--I � >--q nn E-4 �� U) E­4 I.--1 r.-:) M PQ C8 �D �D E--q M C/D W '_.� 6 U) E-1 = le, �4 :Z� 6 U) �� U) �� FZ4 IZ4 M I Q4 1_4 �4 . C:) (Z:) -c:4 P'.;�- C) Iq Iq E­4 M -<� N - Q4 04 E---q rz� C) - 04 C� <� I.-4 = A C14 C� Q4 0 0 P-4 Lij L6 .I- C4 _j �_ l­_ 0 W M 1 U) U) �_ U) z W _.:4 z 0 6i Cn Z W 2 2 0 i= a z 0 _j < 0 U) �_� co I �_ C/) �_ _j 1 5 �_� W P4 Rg _j 0 z D a- �_ 0 0 > 5 d) < W �__ < 0 a_ Z) I 1 �z I= 0 E­4 U3 4d 5 111111 DOM. PROJECT NO:10.0171 INDEX TITLE: ABI SHEET NO: 1 OF 13 DATE: 04 ��;pw (24 C) 10--I ':::� >. C) 5L4 U) I.--I � >--q >m. E-4 �� U) E­4 I.--1 r.-:) �-� 1_-� PQ C8 �D �D E--q M C/D W '_.� W U) E-1 = le, �4 :Z� 9!!:� U) �� U) �� FZ4 IZ4 M 04 Q4 1_4 �4 . C:) (Z:) -c:4 P'.;�- C) U) E­4 -<� U "-4 4�j Q4 04 E---q rz� C) U) �_� <� I.-4 = C:) �� Q4 �ZD 0 P-4 Lij ro__") C4 _j �_ l­_ LU W M U) DOM. PROJECT NO:10.0171 INDEX TITLE: ABI SHEET NO: 1 OF 13 DATE: 04 tiretiti Public R/W X. Voriobfe Width Lone— _j 12.5' 2.5' r-- co s co ncre �e SId�ewolk .�eoo s •t' ;7' 1 5 .r .•rr -r r'- 3:�:'�'`.r. �;4,,,�; , U �.�• ��, �..n � VDOT �. €ass A -3 Gen. Use L0M PAr'i, -D 2' SM -9.5A 4,. OUiL� I C'I�E r. I�EPF 5;�3GRA€�'= - VDCT 2 1A BASS MATERIAL VDT STD U[)-3 ��� Cbt"PACT"'rl� {To be installed where road grade exceeds TYPICAL PA VINO SECTION FOR PEN PARK ROAD NOT TO SCALE 4' Public R 6' Planting 0.5 Sidewalk Strip 2.5 YP• Install sidewalk as shown on plans Depth = 4" Install sidewalk as shown on plans Depth = 4" —24' Curb To Curb 1.5" SM 9.5A /.2.5" IM 19.OA c Mew Public R G - a ions FNOT INSTALLED' as w flan x 2 jNew Turn Lane Ex. Lone X. i„cne € 36.5 Concrete, Sidewnalk 2.5' — 4" - 30OG PSI r VDOT % SLOP Y {loll. Us-e :' �'� -• - __:s Piirli f Z" SIIA-9.5A VDOT Sifl i:D -3 OUTLET P �'i COtJPACTED� 8 "-- VDOT 21A BASE MATERIAL {10 be 'nstc;ied SUBGRADE where rood 95% v0MPACTEB gradle exceeds 3} Section to be in 4' Public R/ 6' Planting Strip 5' .5' Sidewalk COMPACTED SUBGRADE 6 VDOT 95% COMPACTED 21 A TYPICAL CROSS SECTION DETAIL FOR BAREFOOT CT. & SAWGRASS CT. NOT TO SCALE �VC}hrCHVG 0 VUVI LIH 95% COMPACTED NOTES: 1. See site plan for parking and sidewalk locations. 6' P I c 5, Sidewalk St N OTES: 1. See site plan for parking and sidewalk locations. 4 TYPICAL SECTION BETHPAGE COURT RPl NOT TO SCALE ate Access & Utility Easem 12' �2.5" IM 19.OA 15' SM 9.5A \ 6" VDOT 21 A COMPACTED SUBGRADE 95% COMPACTED 5 TYPICAL SECTION PEBBLE BEACH COURT �RPJ NOT TO SCALE 16' Parkin accordance with VDOT 3 Standard WP -2 Detail RP6 2 1 7'YY1L'AL PAVING J'EC1'!UN FOR ttlU ttUAU RPl NOT TO SCALE , 2.5' Sidewalk Install sidewalk as CG- ..f,::;;: ;.�:• ...: shown on plan 777157" tL. _._ .:: Depth = 4 24' Public R W 4' Public R/ 6' Planting 20' 10' 6' Planting 5' 5' ' Strip 0.5 Sidewalk Strip 2.5' 2.5' P Sidewalk 3" IM 19.OA 8' Median 1.5" SM 9.5A CG -2 (Typ.) install sidewalk as G -6 plains SLOPE 2% SLOPE CG -6 shown on la ,•:::....:.;:.: 2% �. :�. p Depth = 4" ... ... _ COMPACTED SUBGRADE 10" VDOT 95% COMPACTED 21 A TYPICAL CROSS SECTION DETAIL FOR DUNLORA FOREST DRIVE NOT TO SCALE Notes: 1. Concrete shall be class A3 (3000 PSI). �+ 2, All construction shall be in accordance with z ry Albemarle County standards. c� r- z Uj U 0 15" R 11,5" 7„ 2" --- -- ---12" 24" For use on Road A Cul —De —Sac only. ROLL TOP CURB DETAIL RP1 NOT TO SCALE in 20 "R Roll —Top CG -6 Roll Top 21 24 R " 2R - 8 "R Transition CG -6 D 1 ' 3' Typ. Typ. Transition Flowline 7 � CURB TRANSITION DETAIL RPl SOT TO SCALE VDOTI and Portion y } Un P To Be R NOTE. TOP COAT OF ASPHALT NOT INSTALLED AT THE TIME OF THIS AS —BUILT SURVEY. AS —BUILT ELEVATIONS SHOWN ARE AT EDGE OF GUTTER PAN AT CENTERLINE STATIONS. 500 470 450 430 420 30 0 30 60 90 SCALE:1 " = 30' SCALES: n Dunlora Forest Drive STA 10 +00 —> 1" = 30' HOR 11+79.29 1 "= 10'VER z w r� t)esign 'Speed:- 25 MPH - DT: w 9 _ O 480 � � o MR11 o 0 460 � � Q o O � E—1 U� 1 450 _.,_ _ -.._._.. ... ... , ., ...... ..:.._. ...__ ......... ... ... °`�.:1 W W _. CD o - n......... .. W w Z 430 U) DOM. PROJECT NO: 10.0171 INDEX TITLE: PROPOSED S_1IL- _.. .. .. . -00% 2. . 3 Min:._ Cover ... -.. a.: �..._ ..... �. �- .� a _ - ,-- ell 01 II N. a opti mrn ture tent .T VP1 STA i1 +fi4 . 29 - _ _ rr N _ I� _�_ _ _ v _ _ �._ _ _ t _ _... _ .. _ �__ _ _ .___ ran Et __. 715W LAJ- s m K -5fl ._ ..... _ _ ��� ----------- _` _ _- _ _ _ e _ ----------- _ ..... - i Q . _.. _ ..._..... . m_ ... .- .. _ _ . _ - _ 44- Cfl dam- I'� d- o� N d- C� 00 6 O M Gib LCD 00 00 l� 0-) N I� C0 CO C7 CO U-) CO -4- _ �t mot- d- � � d- ,d- .c}- t -4 10 +00 0+50 11+00 1+50 12 +00 2+50 t� i C Q .0 a Li r� — �zz� E -m U t N N c ;QZ2 Pb s 0 E ' 0coM s U h �A m OZ° < Z o MIC L F. MYERS O ~ . No, 33028 1_U w w U_ � U Z 0NAL U) 0 1� N A, N L6 I- w Z o' 0 0 F—� J C _ W A U z 0- 0 0 > m 0 w w U m z m 0 w w v di U W 500 LU Q �- z w r� w 490 O 480 � � o 470 o 0 460 � � Q o O � E—1 U� ., E..� 450 C;d Q4 440 CD o .. w W w Z 430 U) DOM. PROJECT NO: 10.0171 INDEX TITLE: 420 AB2 SHEET NO: 2 OF 13 SATE: 04/17/2014 stub Street Sign 4. e 5� , � — �� o UH �- N (V cQ » > i , ; , �c 0) 0 <03- : i" 1 I _ J +t E ,.. CD w co co .o � L+'•t I o ■ i N L � Sp ■ i Q'i rrte`� V E c pq 0 � 0_ a w � 4. e 5� , UH �- h » > i , ; , s : i" 1 I _ J +t CD ,.. CD w 00 o � L+'•t I T r C URB A S BUI . T /(? D .i y Q'i Z Z ILE 3< % r« r , � t ,. s ._... TYP. .... nr � w v w . ! , n I t x � »u -, » __. M x „ x ,,. , > Tree , ._ Tree z „ ;-.. _ > « : : a , , .... Uj 35 CQ. E X ... T o , X WALL _ _ G UARD RAIL NOT _ }; . , , .> Y µ Z O w D r , T o w INST ALLE t '. ,r f _ a_ -_ S rE ee er NOT WARRAN TED S� n � U PER DENNIS SEALS WITH VDOT 30 0 30 60 90 490 :x:111 470 450 440 430 420 410 Sign r- c o �,m...� - k 10+00 0+50 11+00 1+50 12+00 2 +50 1 ,5 +00 .5 +bU 4+ 5 U n+ U :D + n U L'Zi!L b --f- D U 1 / -I- U U / -tDU n + 0 U 0 01111 UH U _ J CD 470 CD w N� W J U Q'i w A Z 6 Q pq � 0_ a w � w � Q o a 450 450 P4 CD 490 I 440 C � Q� Q � � a CD -Z CD `-' 430 Uj o J QQ F- 0 01111 410 AB3 SHEET NO: 3 OF 13 I oll] DATE: 04/17/2014 H CD 470 CD w cn pq � 460 � w 450 450 P4 CD 440 C � Q � � a CD CD `-' 430 J QQ F- LU w U) 420 DOW PROJECT NO:10.0171 INDEX TITLE: 410 AB3 SHEET NO: 3 OF 13 I oll] DATE: 04/17/2014 1 1 30 61 •i M M■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 Compact fill to 95% optimum moisture content 440 NOTE: TOP COAT OF ASPHALT NOT INSTALLED AT THE TIME OF THIS AS -BUILT SURVEY. AS- BUILT ELEVATIONS SHOWN ARE AT EDGE OF GUTTER PAN AT CENTERLINE STATIONS. co � d- 18+00 8 +50 19 +00 9 +50 20+00 0+50 21 +00 1+50 22 +00 2+50 '•1 470 460 450 .,I 430 420 23 +00 410 - E N N p p Q 4-1 > s 5 O 4) co M o`a`r N L � t -U OAF VIA rN.1121 - S', (f c 1 I0NAL i A (j) Z W U to O Z O m O� m o� � W � w Z C; � c� x I Z w C/) w � W A � w� z Z r r 0 O U w A N N W Z O 04 LO r F_ 0 r� o CO CD 04 U) 0­4 w 0 > a 1—I �0­4 .. W w co � W w A � i gee■■ © (j) Z W U to O Z O LU Q w O� m o� � W � Z C; � c� x I Z m C/) w � W A � w� z Z r r 0 O w A N N W 04 LO r F_ o gee■■ © (j) Z W U to O Z O LU Q w O� U o� � � � � w I Z m � W A � w� z Z Q 0 O w Q_ W 04 F_ o r� o CO CD 04 0­4 w 0 > a �0­4 W w gee■■ DOIli/1. PROJECT NO: 10.01 INDEX TITLE: AB4 SHEET NO: 4 OF 13 SATE: 04/17/2014 o� � � w I � � � I � w� z 0 O w 04 E---q o r� o CO CD 04 0­4 w M �0­4 W w co DOIli/1. PROJECT NO: 10.01 INDEX TITLE: AB4 SHEET NO: 4 OF 13 SATE: 04/17/2014 /41F NOTE: TOP COAT OF ASPHALT NOT INSTALLED AT THE TIME OF THIS AS -BUILT SURVEY. AS -BUILT ELEVATIONS SHOWN ARE AT EDGE OF GUTTER PAN AT CENTERLINE STATIONS. i i i •i •i i STA 10 +00 -> 2 D! WATERMAIN fc i c oQ NE ■[r ■ - X11 E ou ME Q� E Q 3 O ' vmmm L U .(0) 4 p e5♦ CERTIFIES TO AS -BUILT INFORMATION ONLY o� J MICH . MYERS L' . No. 33028 �o �lc� w� IONAL .� A a U) Z O CO O 0 O U m w Q cn Z OD r3 W 0 _ J � W Z co _. YJ LO -.._ ...._ _C11 .... ..._ L0. .7'� _� .... Q ...... ._._� W C) w � �. .. ...... 2 CG _ Irl CD rI... o A N N LO T_ + z_ > fc i c oQ NE ■[r ■ - X11 E ou ME Q� E Q 3 O ' vmmm L U .(0) 4 p e5♦ CERTIFIES TO AS -BUILT INFORMATION ONLY o� J MICH . MYERS L' . No. 33028 �o �lc� w� IONAL .� i �u rte., A a U) Z O CO O 0 O U m w Q cn OD W 0 J � W Z co pq ° U Z Q U W C) w � 2 T CD U o A N N LO T_ 0 > c Q CD ^� o � � o m w A W TZW � i �u rte., iii I a � zo W . x N ti O c Q a U) Z O CO O 0 O U w Q cn OD W J � Z co pq ° U Z Q W C) W � T_ T CD o A N N LO T_ iii I a � zo W . x N ti O c Q a U) Z O CO O 0 O U w Q cn J � co pq ° E-I Z Q I C) W � CD o w C) 0 > iii I a � zo W . x N ti O INDEX TITLE: AB5 SHEET NO: 5 OF 1$ DATE: 04/17/2014 r pq ° E-I I C) EI � CD w C) 0 Q CD ^� o � o C W TZW t!) DOM. PROJECT NO: 10.0171 INDEX TITLE: AB5 SHEET NO: 5 OF 1$ DATE: 04/17/2014 i 30 .0 90 ■ ■ ■ ■ ■ N '.y SHEET NO: 6 OF 13 SATE: 04/17/2014 0 CL It 6i 0 Np� i 0 0 a a 0 0 F 5 c� 3 0 0 0 0 0 a v .Q J .+ . _ , , ,. � semen ' r _ t is being ' , ^ - n provided 9 P future RWSA w ^ ater , x main instruction across the s ate. a -vw ... .., .._... ...... ._. a e ee rY z, ,. ____ ,, .:. .. ;. :. � ....' ., ',.. .. _.. .....:. : ... �- ,, . .. ^. ., '.., .,.. 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Tr D _ A 4 , , « : : k ,« « „ " Y t Tree _ LIMITS OF CLEARING GRADING AND A w Tree moll „ , A m, , • H ,. ti Tree _. i 0 30 •0 •• %?6%%" GUARD RAIL NOT TAU��,Trr E N tQ 0 �N 6� ■C� 2 p L � mm a- E � �r�� O o�;mm N L. E c OW y p e s` AL H 0 ,r C F. MYERS . No. 33028 � w Z'- (c( 9el2v' s� G ON AL A c� Q Y U W U U) O z ° s� W U � w m A � m 0 w z o z c� c„ w 0 T r d A 1 N N Lf i 1 N N r I^ z z w O ui Q U:) o z O ° U U) _j J J U :5 W w A z ¢ W o > CL w I z w J 0 z r N C� ~ z E-1 z C) � w � W O C:) � E-4 C) a o F---a J H H W W 2 U} DOM. PROJECT NO: 10.0171 INDEX TITLE: SHEET NO: 8 OF 13 DATE: 04/17/2014 r2'*� STORM SEWER PROFILE ST 35A -> 41 SP8 1 " =30' Horz, 1 " =10' Vert 2 U_ 12 a - r3� STORM SEWER PROFILE ST 18 -> 18B SP$ 1 " =30' Horz, 1 " =10' Vert 11 `~ E4 L Q� .... v V CV s > O �mm73 N .3 N L � s —U O w A T T N N A N N L T Z W O 1� c i C VC) ° O v 0 J co Ln d� = In W A Z ch GY D a a w � Q a > NEE m 0 w U w U m Z 0 cri 0 W z W 0 W U U) iii LU O LL •--� Z m O -V Q Z 00 H F. MYERS �-- '— L' . No. 33028 w : r/ w _ w O �l2 U ? IONAL , " O w A T T N N A N N L T Z W O 1� c i C VC) ° O v 0 J co Ln d� = In W A Z ch GY D a a w � Q a > NEE m 0 w U w U m Z 0 cri 0 W z W 0 W U U) iii LU O LL •--� INDEX TITLE: X810 SHEET NO: 10 OF 13 DATE: 04/17/2014 O ~r H o w � � w 0 0 0 o cn �:D W w W U) DOM. PROJECT NO: 10.0171 INDEX TITLE: X810 SHEET NO: 10 OF 13 DATE: 04/17/2014 0 V a 0 2 CL L .c c 0 .� c ._ a E c 0 W 0 'A v -^ E o Q � CID s O -1 N L s y y < 1 � e5 00- MIC L . MYERS Q .. No. 33028 W :�E w � sA©NAL U z 0 w A T T N N A N N Lo T U) Z O W �_ 0 O ° O J i---1 J rr3 = CO w A v v� Z ¢ w o a ma© Q4 0 w .. 1 - C) � w w w o� 0 F� J W W U) m 0 W Y U W 2 U m Z OD 0 W Z 0 U) W 0 U z W J U- w C) Q4 Q-4 w w 0 U) DOM. PROJECT NO: 10-01711 INDEX TITLE: A �11 SHEET NO: 11 OF 13 DATE: 04/17/2014 7 QB C CD C) Lo o . Il oo I ,, j U • oo ..., I oo ,.., rn It )ICJ M IIa:r7 io_ o 0 .— III _T � � _ _ 470 470 rn . Lo l I: I Exist, Grade 460 1 460 I_ _ PRIVAi E ,--- " 8 HDPE I_ 7502 - _ PE _ •4 8 D 1.50% _ . 450 450 - , Compacted FIII -0:e% PRIVATE -47' 15"HDPF I P _ 0.48 L _ 1: w _ c°s .- 440 IU-)+nd.: fvl% ca CO 4301 II °, LO LO jvi II 430 Il II II z _ O z— o -0 +50 0 +00 0 +50 1 +00 1 +50 r3­' STORM SEWER PROFILE ST 7 -> 7C SPlO 1 " =30' Horz, 1 " =10' Vert #5 BARS Q 8" C -C TYP. •. •:•: I I I I I� I I• =•. -� •�� A . -'• A •' I I I I IN 30" DIAMETER % I •�' ' •� ••. I I I I I � •:' •.�_ 1 1 1 1 1 1 Tail • =: STRUCTURE SIZE AND PLAN WALL THICKNESS VARIES ,�:�s�"� -:'�!: •fir= � • -'- - J-.- Q.- CLASS A3 CONCRETE SECTION A -A NOTES - 1. STANDARD S;L-1, MANHOLE SAFETY SLAB, IS REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY.. 4. SAFETY SLAB MAY BE CAST-IN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5_ ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). SL -1 #5 BARS Q 8" C -C TYP. SECTION B -B SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS �. # 5 BARS 6 8" C-C TYP. TYPICAL PRECAST UNIT SPECIFICATION REFERENCE TYPICAL CONCRETE SAFETY SLAB 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES REV.7,05 VIRGINIA DEPARTMENT OF TRANSPORTATION f 106.14 r7"'� VDOT STD. — SL -1 SP1 � Not to scale 4 13 14 15 16 O . „. Q p . _ _ M Q tU_ ; C ).. _ Cp. C) LO 1� r.� I` ” _1 _ cv !� ° to ,= ° LO • . ° i` r� m '� I '�'� M vi CD_ n r� v� O _ L_ N r� cn C9 I ._ II• LZ , I{ tL s-- � . Q ,— ; II Li o Q,-� , O 7;:1 o. ,� _ .. _ _ N ; __ 3 _ 1. _ c,,t . _ . __ l cn _.. I 450 T_ ,�, T 450 INSTALLED NOT INSTA I LED AT 71K OF _I AT TIME DF Proposed Grade Exist; Grade AS -BUILT AS-BUILT I 440 440 — 7 ZI �VATI I „ P 430 430 N a_ 1 6 _ 1 • 3 _- 6 4 1 , HD PE: L � - 2 HDPE 33.35 12 _ 44.88 „ 69.53 12 HDPE ®0. U. J/0 L I. 41.61' 1 PIP a 420 0 - . * N : 2.11% N 420 r` • ao cc . N N f 00 I N [69.50 12HDPE N cn r 0 0.839 �, : '� 'n d- o �: N •;T Q' 0 LO N _ _ 1 co•I _ _ 41 410 n I— , ll ll ° z C) z :z ° ? © _ I > > > - z z z z Z z -I. z z -0 +50 0 +00 i0 +50 1 +00 1 +50 2 +00 2 +50 STORM SEWER PROFILE ST 4 -> 16 SPl (� 1 " =30' Harz, 1 " =10' Vert 43 (43� Clq S LO I a+ C 1 460 i "', 460 Exist. Grade I 1 ao 4501 Pro osed Grade 450 � I . w I I _ . HDPE ', I - 5 440 °� 50.93 1 0 440 z z 50.88' 15'" HDPE_ C:) ► > . 0033% > : z z 430 430 _ z z _ -0 +50 0 +00 0 +50 1 +00 4 STORM SEWER PROFILE ST 43 —> 43A �SPlo 1"=30' Horz, 1"=10' Vert 34 4 ""q70 :`°L , C) J r -� -} U + -o. m _ II Q ..:e.. — 4701 cn "' �;. 470 I L I -I 460 _ 1460 - I 450 -_: _ _ 1450 �_ _ v X7:83 -1,5 _ HDPE � o „I co a rn • _ • m Co. _z. a_ -0 +50 0 +00 0 +50 r5_*'� STORM SEWER PROFILE ST 34 -> 34A SP10 1 " =30' Horz, 1 " =10' Vert 9 QM a o, _ . _ mo .. _ p_I� - J :. � 10- - = =co ; _ L III I_ pQ , ci 4701 ao r ` : 470 F: �7 Proposed Grade=4 co 0_ 4 : 44.50 601 '.. 15» HDPE _ _ 460 '57 44.16 15 "HDPE Compacted Fill* - I P r _ : 0..1.72 . Gra a, e I _ _ 4501 _ : _ 450 w oo o- �- a I N In a 4401 _ _ -c' : 440 O =?- I 43011 Z : _ _ 430 -0 +50 0 +00 0 +50 1 +00 K*'6_� STORM SEWER PROFILE ST 9 —> 9A SPl Q I"=30' Horz, 1"=10' Vert * Compact fill to 95% optimum moisture content. E — �NN°0 o < E S � O lu mm� 0 N -V y J J � r• O Q Z CJO o — ~ Q MIC F. MYERS w i . No. 33028 U_ rx rx W w W L.L 0 O Uj z l w A . N A L � A m 0 w U w 0 Z x o ° W � m m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 2 A A 2 2B 2 2C 2 2D A d- T T C CV:_ _ _ _ ` `►: I ._. • a A• • 1 11 I _. o ItT L _L _ _ ___ bt7 O to C7 , ,n....r N 0 L +-* + +d-E - + +d- U v A A III I II v- l � _ _ _11 0 �O T I _ _ a __ L _ a t _ _ to c _ _ _ __ _ _ _ / cn- 3 t to 420 _ 6 Tw I _ ® . 410 _ _ 4 __ _ _ _ _ L L _ _ _ _ I __ _ ® 410 Proposed G Grade ZIP I _ I 4001_._ . ...... ___ . .._. _. . .� _ _.... . ._.. _ _ __ . . . �. � � v .n . .. 4 _1 400 -HDPE . . HDPE _ _ . . .50 I I I I . _ _� .... - I I _ I_ i 390 _ _ LO I _.. . r . ....... _ I r ►,') Lo C:I c co I 3801..,.. � ��._ _ . ... - rn rn �.,, . i _ I it .; ; ;, 1 11 : t tt I Ir I I 380 I�. � I _ oz � ... : u,,,., : ° I -0 +50 0 0 +00 0 0 +50 1 1 +00 1 +50 2 2 +00 2 2 +50 3 3 +00 1 S STORM SEWER P PROFILE ST 2 —> 2D SPlO 1 1 " =30' Horz, 1 " =10' V Vert QB C CD C) Lo o . Il oo I ,, j U • oo ..., I oo ,.., rn It )ICJ M IIa:r7 io_ o 0 .— III _T � � _ _ 470 470 rn . Lo l I: I Exist, Grade 460 1 460 I_ _ PRIVAi E ,--- " 8 HDPE I_ 7502 - _ PE _ •4 8 D 1.50% _ . 450 450 - , Compacted FIII -0:e% PRIVATE -47' 15"HDPF I P _ 0.48 L _ 1: w _ c°s .- 440 IU-)+nd.: fvl% ca CO 4301 II °, LO LO jvi II 430 Il II II z _ O z— o -0 +50 0 +00 0 +50 1 +00 1 +50 r3­' STORM SEWER PROFILE ST 7 -> 7C SPlO 1 " =30' Horz, 1 " =10' Vert #5 BARS Q 8" C -C TYP. •. •:•: I I I I I� I I• =•. -� •�� A . -'• A •' I I I I IN 30" DIAMETER % I •�' ' •� ••. I I I I I � •:' •.�_ 1 1 1 1 1 1 Tail • =: STRUCTURE SIZE AND PLAN WALL THICKNESS VARIES ,�:�s�"� -:'�!: •fir= � • -'- - J-.- Q.- CLASS A3 CONCRETE SECTION A -A NOTES - 1. STANDARD S;L-1, MANHOLE SAFETY SLAB, IS REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY.. 4. SAFETY SLAB MAY BE CAST-IN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5_ ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). SL -1 #5 BARS Q 8" C -C TYP. SECTION B -B SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS �. # 5 BARS 6 8" C-C TYP. TYPICAL PRECAST UNIT SPECIFICATION REFERENCE TYPICAL CONCRETE SAFETY SLAB 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES REV.7,05 VIRGINIA DEPARTMENT OF TRANSPORTATION f 106.14 r7"'� VDOT STD. — SL -1 SP1 � Not to scale 4 13 14 15 16 O . „. Q p . _ _ M Q tU_ ; C ).. _ Cp. C) LO 1� r.� I` ” _1 _ cv !� ° to ,= ° LO • . ° i` r� m '� I '�'� M vi CD_ n r� v� O _ L_ N r� cn C9 I ._ II• LZ , I{ tL s-- � . Q ,— ; II Li o Q,-� , O 7;:1 o. ,� _ .. _ _ N ; __ 3 _ 1. _ c,,t . _ . __ l cn _.. I 450 T_ ,�, T 450 INSTALLED NOT INSTA I LED AT 71K OF _I AT TIME DF Proposed Grade Exist; Grade AS -BUILT AS-BUILT I 440 440 — 7 ZI �VATI I „ P 430 430 N a_ 1 6 _ 1 • 3 _- 6 4 1 , HD PE: L � - 2 HDPE 33.35 12 _ 44.88 „ 69.53 12 HDPE ®0. U. J/0 L I. 41.61' 1 PIP a 420 0 - . * N : 2.11% N 420 r` • ao cc . N N f 00 I N [69.50 12HDPE N cn r 0 0.839 �, : '� 'n d- o �: N •;T Q' 0 LO N _ _ 1 co•I _ _ 41 410 n I— , ll ll ° z C) z :z ° ? © _ I > > > - z z z z Z z -I. z z -0 +50 0 +00 i0 +50 1 +00 1 +50 2 +00 2 +50 STORM SEWER PROFILE ST 4 -> 16 SPl (� 1 " =30' Harz, 1 " =10' Vert 43 (43� Clq S LO I a+ C 1 460 i "', 460 Exist. Grade I 1 ao 4501 Pro osed Grade 450 � I . w I I _ . HDPE ', I - 5 440 °� 50.93 1 0 440 z z 50.88' 15'" HDPE_ C:) ► > . 0033% > : z z 430 430 _ z z _ -0 +50 0 +00 0 +50 1 +00 4 STORM SEWER PROFILE ST 43 —> 43A �SPlo 1"=30' Horz, 1"=10' Vert 34 4 ""q70 :`°L , C) J r -� -} U + -o. m _ II Q ..:e.. — 4701 cn "' �;. 470 I L I -I 460 _ 1460 - I 450 -_: _ _ 1450 �_ _ v X7:83 -1,5 _ HDPE � o „I co a rn • _ • m Co. _z. a_ -0 +50 0 +00 0 +50 r5_*'� STORM SEWER PROFILE ST 34 -> 34A SP10 1 " =30' Horz, 1 " =10' Vert 9 QM a o, _ . _ mo .. _ p_I� - J :. � 10- - = =co ; _ L III I_ pQ , ci 4701 ao r ` : 470 F: �7 Proposed Grade=4 co 0_ 4 : 44.50 601 '.. 15» HDPE _ _ 460 '57 44.16 15 "HDPE Compacted Fill* - I P r _ : 0..1.72 . Gra a, e I _ _ 4501 _ : _ 450 w oo o- �- a I N In a 4401 _ _ -c' : 440 O =?- I 43011 Z : _ _ 430 -0 +50 0 +00 0 +50 1 +00 K*'6_� STORM SEWER PROFILE ST 9 —> 9A SPl Q I"=30' Horz, 1"=10' Vert * Compact fill to 95% optimum moisture content. E — �NN°0 o < E S � O lu mm� 0 N -V y J J � r• O Q Z CJO o — ~ Q MIC F. MYERS w i . No. 33028 U_ rx rx W w W L.L 0 O Uj z l w A . N A L � A m 0 w U w 0 Z x o ° W � m m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 #5 BARS Q 8" C -C TYP. •. •:•: I I I I I� I I• =•. -� •�� A . -'• A •' I I I I IN 30" DIAMETER % I •�' ' •� ••. I I I I I � •:' •.�_ 1 1 1 1 1 1 Tail • =: STRUCTURE SIZE AND PLAN WALL THICKNESS VARIES ,�:�s�"� -:'�!: •fir= � • -'- - J-.- Q.- CLASS A3 CONCRETE SECTION A -A NOTES - 1. STANDARD S;L-1, MANHOLE SAFETY SLAB, IS REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY.. 4. SAFETY SLAB MAY BE CAST-IN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5_ ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). SL -1 #5 BARS Q 8" C -C TYP. SECTION B -B SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS �. # 5 BARS 6 8" C-C TYP. TYPICAL PRECAST UNIT SPECIFICATION REFERENCE TYPICAL CONCRETE SAFETY SLAB 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES REV.7,05 VIRGINIA DEPARTMENT OF TRANSPORTATION f 106.14 r7"'� VDOT STD. — SL -1 SP1 � Not to scale 4 13 14 15 16 O . „. Q p . _ _ M Q tU_ ; C ).. _ Cp. C) LO 1� r.� I` ” _1 _ cv !� ° to ,= ° LO • . ° i` r� m '� I '�'� M vi CD_ n r� v� O _ L_ N r� cn C9 I ._ II• LZ , I{ tL s-- � . Q ,— ; II Li o Q,-� , O 7;:1 o. ,� _ .. _ _ N ; __ 3 _ 1. _ c,,t . _ . __ l cn _.. I 450 T_ ,�, T 450 INSTALLED NOT INSTA I LED AT 71K OF _I AT TIME DF Proposed Grade Exist; Grade AS -BUILT AS-BUILT I 440 440 — 7 ZI �VATI I „ P 430 430 N a_ 1 6 _ 1 • 3 _- 6 4 1 , HD PE: L � - 2 HDPE 33.35 12 _ 44.88 „ 69.53 12 HDPE ®0. U. J/0 L I. 41.61' 1 PIP a 420 0 - . * N : 2.11% N 420 r` • ao cc . N N f 00 I N [69.50 12HDPE N cn r 0 0.839 �, : '� 'n d- o �: N •;T Q' 0 LO N _ _ 1 co•I _ _ 41 410 n I— , ll ll ° z C) z :z ° ? © _ I > > > - z z z z Z z -I. z z -0 +50 0 +00 i0 +50 1 +00 1 +50 2 +00 2 +50 STORM SEWER PROFILE ST 4 -> 16 SPl (� 1 " =30' Harz, 1 " =10' Vert 43 (43� Clq S LO I a+ C 1 460 i "', 460 Exist. Grade I 1 ao 4501 Pro osed Grade 450 � I . w I I _ . HDPE ', I - 5 440 °� 50.93 1 0 440 z z 50.88' 15'" HDPE_ C:) ► > . 0033% > : z z 430 430 _ z z _ -0 +50 0 +00 0 +50 1 +00 4 STORM SEWER PROFILE ST 43 —> 43A �SPlo 1"=30' Horz, 1"=10' Vert 34 4 ""q70 :`°L , C) J r -� -} U + -o. m _ II Q ..:e.. — 4701 cn "' �;. 470 I L I -I 460 _ 1460 - I 450 -_: _ _ 1450 �_ _ v X7:83 -1,5 _ HDPE � o „I co a rn • _ • m Co. _z. a_ -0 +50 0 +00 0 +50 r5_*'� STORM SEWER PROFILE ST 34 -> 34A SP10 1 " =30' Horz, 1 " =10' Vert 9 QM a o, _ . _ mo .. _ p_I� - J :. � 10- - = =co ; _ L III I_ pQ , ci 4701 ao r ` : 470 F: �7 Proposed Grade=4 co 0_ 4 : 44.50 601 '.. 15» HDPE _ _ 460 '57 44.16 15 "HDPE Compacted Fill* - I P r _ : 0..1.72 . Gra a, e I _ _ 4501 _ : _ 450 w oo o- �- a I N In a 4401 _ _ -c' : 440 O =?- I 43011 Z : _ _ 430 -0 +50 0 +00 0 +50 1 +00 K*'6_� STORM SEWER PROFILE ST 9 —> 9A SPl Q I"=30' Horz, 1"=10' Vert * Compact fill to 95% optimum moisture content. E — �NN°0 o < E S � O lu mm� 0 N -V y J J � r• O Q Z CJO o — ~ Q MIC F. MYERS w i . No. 33028 U_ rx rx W w W L.L 0 O Uj z l w A . N A L � A m 0 w U w 0 Z x o ° W � m m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 43 (43� Clq S LO I a+ C 1 460 i "', 460 Exist. Grade I 1 ao 4501 Pro osed Grade 450 � I . w I I _ . HDPE ', I - 5 440 °� 50.93 1 0 440 z z 50.88' 15'" HDPE_ C:) ► > . 0033% > : z z 430 430 _ z z _ -0 +50 0 +00 0 +50 1 +00 4 STORM SEWER PROFILE ST 43 —> 43A �SPlo 1"=30' Horz, 1"=10' Vert 34 4 ""q70 :`°L , C) J r -� -} U + -o. m _ II Q ..:e.. — 4701 cn "' �;. 470 I L I -I 460 _ 1460 - I 450 -_: _ _ 1450 �_ _ v X7:83 -1,5 _ HDPE � o „I co a rn • _ • m Co. _z. a_ -0 +50 0 +00 0 +50 r5_*'� STORM SEWER PROFILE ST 34 -> 34A SP10 1 " =30' Horz, 1 " =10' Vert 9 QM a o, _ . _ mo .. _ p_I� - J :. � 10- - = =co ; _ L III I_ pQ , ci 4701 ao r ` : 470 F: �7 Proposed Grade=4 co 0_ 4 : 44.50 601 '.. 15» HDPE _ _ 460 '57 44.16 15 "HDPE Compacted Fill* - I P r _ : 0..1.72 . Gra a, e I _ _ 4501 _ : _ 450 w oo o- �- a I N In a 4401 _ _ -c' : 440 O =?- I 43011 Z : _ _ 430 -0 +50 0 +00 0 +50 1 +00 K*'6_� STORM SEWER PROFILE ST 9 —> 9A SPl Q I"=30' Horz, 1"=10' Vert * Compact fill to 95% optimum moisture content. E — �NN°0 o < E S � O lu mm� 0 N -V y J J � r• O Q Z CJO o — ~ Q MIC F. MYERS w i . No. 33028 U_ rx rx W w W L.L 0 O Uj z l w A . N A L � A m 0 w U w 0 Z x o ° W � m m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 4 STORM SEWER PROFILE ST 43 —> 43A �SPlo 1"=30' Horz, 1"=10' Vert 34 4 ""q70 :`°L , C) J r -� -} U + -o. m _ II Q ..:e.. — 4701 cn "' �;. 470 I L I -I 460 _ 1460 - I 450 -_: _ _ 1450 �_ _ v X7:83 -1,5 _ HDPE � o „I co a rn • _ • m Co. _z. a_ -0 +50 0 +00 0 +50 r5_*'� STORM SEWER PROFILE ST 34 -> 34A SP10 1 " =30' Horz, 1 " =10' Vert 9 QM a o, _ . _ mo .. _ p_I� - J :. � 10- - = =co ; _ L III I_ pQ , ci 4701 ao r ` : 470 F: �7 Proposed Grade=4 co 0_ 4 : 44.50 601 '.. 15» HDPE _ _ 460 '57 44.16 15 "HDPE Compacted Fill* - I P r _ : 0..1.72 . Gra a, e I _ _ 4501 _ : _ 450 w oo o- �- a I N In a 4401 _ _ -c' : 440 O =?- I 43011 Z : _ _ 430 -0 +50 0 +00 0 +50 1 +00 K*'6_� STORM SEWER PROFILE ST 9 —> 9A SPl Q I"=30' Horz, 1"=10' Vert * Compact fill to 95% optimum moisture content. E — �NN°0 o < E S � O lu mm� 0 N -V y J J � r• O Q Z CJO o — ~ Q MIC F. MYERS w i . No. 33028 U_ rx rx W w W L.L 0 O Uj z l w A . N A L � A m 0 w U w 0 Z x o ° W � m m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 r5_*'� STORM SEWER PROFILE ST 34 -> 34A SP10 1 " =30' Horz, 1 " =10' Vert 9 QM a o, _ . _ mo .. _ p_I� - J :. � 10- - = =co ; _ L III I_ pQ , ci 4701 ao r ` : 470 F: �7 Proposed Grade=4 co 0_ 4 : 44.50 601 '.. 15» HDPE _ _ 460 '57 44.16 15 "HDPE Compacted Fill* - I P r _ : 0..1.72 . Gra a, e I _ _ 4501 _ : _ 450 w oo o- �- a I N In a 4401 _ _ -c' : 440 O =?- I 43011 Z : _ _ 430 -0 +50 0 +00 0 +50 1 +00 K*'6_� STORM SEWER PROFILE ST 9 —> 9A SPl Q I"=30' Horz, 1"=10' Vert * Compact fill to 95% optimum moisture content. E — �NN°0 o < E S � O lu mm� 0 N -V y J J � r• O Q Z CJO o — ~ Q MIC F. MYERS w i . No. 33028 U_ rx rx W w W L.L 0 O Uj z l w A . N A L � A m 0 w U w 0 Z x o ° W � m m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 K*'6_� STORM SEWER PROFILE ST 9 —> 9A SPl Q I"=30' Horz, 1"=10' Vert * Compact fill to 95% optimum moisture content. E — �NN°0 o < E S � O lu mm� 0 N -V y J J � r• O Q Z CJO o — ~ Q MIC F. MYERS w i . No. 33028 U_ rx rx W w W L.L 0 O Uj z l w A . N A L � A m 0 w U w 0 Z x o ° W � m m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 A m 0 w U w 0 Z x o ° W � m m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 m 0 w x � W d 0 T r' A N CV l() r I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 I- z w O J CO 0 0 ZO © o 6 J w- cn = m W A z vi Z Q o_ LU I-- o MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 MEN 0 (24 C) C) C� Q �:D w C) W o 0 0 E C;6 ININNINNIN-4 CD 1'" H w 2 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 DOM. PROJECT NO: 10.01 INDEX TITLE: .kti 12 SHEET NO: 12 OF 13 SATE: 04/17/2014 p O _fl C� C ,Q; CD Lam_ _. r- _ E3' _ cr> _ ©_ I _ n _ _ co Q �l .. , '"� _ II _ -� , O I L _ co .- .- __ L _ _ _ _ . O t_ I .. _ I o r� 0° _ _ O - o ''�' 0O _ _ L__ L �. P0 cy c0 U) I o — cv cv m cv . cn , _. O �_M _._ O # I.. N d'p rn it _ mO J _ �n .-: II _ ONJ �_,� L I rn 11 L �M J I_ _ � _ I oo II oo J I mod' __ cD II J I _nth, I to 11 to -} 0 0 ■� ° > L _ _ _ __ _ __ __ _ . d. _ _ d- , _ rn , o - ----n- N ; Il � _ _ Il, � ; II• � _ } }� c�.. , I , il• I . �- ; L Il.. c�,,, I I I• a- + _ � W s 5 • � o w w n n _ v - (n n _ _ O v ° d �r 470 2 f ao ao _ _ _ o _ _ _ o __ - v I W 460 I I I fA r CONTRACTOR TO DIG TEST PIT TO DETERMINE EXACT LOCATION OF WATERMAIN TO MAINTAIN ADEQUATE CLEARANCE. NOTIFY ENGINEER OF DESCREPENCIES. 43011--, _ar -. _._� _ _ �. �P _ _. „ m w ., 430 -0 +50 0 +00 0 +50 K�3- STORM SEWER PROFILE ST 47 -48 �Fyl1"=30' Horz, t"=10' Vert * Compact fill to 95% optimum moisture content. Q_ M O C7? to T• +" -q- O N, [3 H L�J }} O K'1- STORM SEWER PROFILE ST 1 —> 7 SP1 1"=30' Harz, 1"=10' Vert NORM SEWER PROFILE ST 7 —> 11 C-30' Harz, 1"=10' Vert A T" T N CV A CV CV tf� r U) z w O C o 0 O o U U U) F- J m Z Q w Q > d ZITI N m w Y U W 2 U m Z [Y] 0 W Z C� W 0 P O r0r� V1 J U U) IN rw L y r` Z '-' O w C; J LL- T--f W O W w 0 DOM. PROJECT NO:10.01711 INDEX TITLE: T-) DI 3 SHEET NO: 13 OF 13 DATE: 0¢/17/2014 ' C ,Q; CD E Q O I � � W � 0 0 o Q o E --- 4 w w m w Y U W 2 U m Z [Y] 0 W Z C� W 0 P O r0r� V1 J U U) IN rw L y r` Z '-' O w C; J LL- T--f W O W w 0 DOM. PROJECT NO:10.01711 INDEX TITLE: T-) DI 3 SHEET NO: 13 OF 13 DATE: 0¢/17/2014