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HomeMy WebLinkAboutSUB201400207 Plan - As-built 2022-07-20ROAD AND STORM SEWER AS-BUILTS C SCA 1A BLOCKS 1-3, RIV NN DISTRICT, LBEM RLE COUNTY, VA VICINITY MAP SCALE: 1 "=2000' Ou a A D �o S p FOq 4qe f i 5 �r VM1bn Caney °•pyq Naafi Rh ot It a 4 fig � Aou,go sr� 6 oA° Hwrm.a O,•'� tl 8 Hm•n Re rvwbM NC n Cn GMu 4 Ni Cortb. SHEET INDEX 1 - COVER SHEET 2 - PUBLIC ROAD AS -BUILT - CASCADIA DRIVE 3 - PUBLIC ROAD AS -BUILT - DELPHI LANE EXT. 4 - PUBLIC ROAD AS -BUILT - MARRIETA DRIVE S - PUBLIC ROAD AS -BUILT - DELPHI DRIVE 6 - PUBLIC ROAD AS -BUILT - TERRACE LANE 7 - PUBLIC ROAD AS -BUILT - TERRACE LANE 8 - PRIVATE ROAD AS -BUILT - KNOLL LANE 9 - STORM SEWER PROFILES AS -BUILT 10 - STORM SEWER PROFILES AS -BUILT 11 - STORM SEWER PROFILES AS -BUILT 12 - STORM SEWER PROFILES AS -BUILT NOTES 1. THESE DRAWINGS HAVE BEEN PREPARED FROM ACTUAL FIELD SURVEYS, MOST RECENTLY ON JULY 19, 2022. 2. INFORMATION NOT SHOWN AS AS -BUILT INFORMATION HAS NOT BEEN CHECKED FOR COMPLIANCE WITH THE APPROVED ENGINEERING PLANS. 3. SUBSURFACE UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. 4. SEWER LATERALS SHOWN ARE PER PLAN LOCATIONS AND WERE NOT FIELD VERIFIED. DISTANCES TO DOWNSTREAM MANHOLES ARE APPROXIMATE BASED ON PLAN LOCATION. 5. BASE INFORMATION IS FROM ORIGINAL CONSTRUCTION DRAWINGS & DESIGN BY DOMINION ENGINEERING & DESIGN, SIGNED BY MICHAEL F. MYERS, DATED 12-01-2014, LATEST REVISION DATE 09-18-2015. 6. THIS REVIEW DOES NOT IMPLY IN ANYWAY; --THAT INSPECTIONS WERE MADE DURING CONSTRUCTION, • TO THE QUALITY OF THE WORK, OR • •TO ANY ELEMENT OR STRUCTURE NOT VISIBLE OR DEPICTED ON THE PHYSICAL SURVEY. Q DENOTES AS -BUILT INFORMATION I, DUSTIN GREENE, HEREBY CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE, THIS AS -BUILT PLAN REPRESENTS THE ACTUAL CONDITION OF THE ROADS AND STRUCTURES, AND CONFORMS WITH THE APPROVED DESIGN PLAN EXCEPT AS SHOWN, AND THAT ALL ASPECTS OF THE STRUCTURES AND ROADS WERE CONSTRUCTED SUBSTANTIALLY IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. LEGEND LP - LIGHT POLE SDMH - STORM DRAIN MANHOLE TV - TV PEDESTAL FO - FIBER OPTIC PEDESTAL HH - HAND HOLD UP - UTILITY POLE HDPE - HIGH DENSITY POLYETHYLENE YD - YARD DRAIN EOP - EDGE OF PAVEMENT EDGE OF PAVEMENT (SYMBOL) MAILBOX (SYMBOL) APPROVED by the Albemarle County Community Development Department Date 08/10/2022 File SUB201400207 U COO Z Vi � N 0 0 (wj �N00 W O T Q z Zo Uw v� 0 < Z m d 1� a w U Q FilCc DRAFTER: CS DESIGNER: DG PRODUCTION 'V AyT H op D r U Y Dustin E. Greene Lic. No. Q 55833 on 7-20-2022 FgSl00NAL ECG z Z J � — T m Y Z) QUo � w w w_jQ M �m W m W U) Q a o � Q cr rC) 17) U) VJ ❑ °6 U z Q Z Q j O cr Q m J z om � �Q w � Q O z °� O � w Q O � m � N N � N Q Z � DATE: 07 0 022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 SHEET: � OF 12 40C 395 39 38 38 37 37 36 36 35 35 34 34 33 33 32 32 Centerline of Stony Point Rd. ELEV=366.88 per field performed by Dominion Engii Edge of pavement Stony Point Rd. @ 1 ELEV=368.00 per field performed by Dominion Engii CASCADIA DRIVE PROFILE Horiz. Scale: 1 "=30' Vertical Scale: 1"=10' Desiqn Speed = 25 mph; 1245 VPD :::: ... . -----�-------'� pill\ids � PIS i.• I�IC Ii \� �y�>>t•STY:'ff:����--��i���:—�� '11PROPOSED .. � � �i1�7��l/ali�lr��.�_I�[���� ������/��i♦'1�0��---��--r-tea.. Vi�:i LiS��LLV 11��Nw���w- ���-.�_ii�•wwwracw. n.�w•vi.e�ruaic��-� .rim--� I•ic �:•�•ic �:�:.ic � wT.'i l� � �.�� �� f.95�f LS3[:111 �9�ST R1—l�J�� �—�1_ idt9—.���tT.����7�rRi�I�Ir�IG1•�"IMi -.� � La Fri ■ ���.� � � �y �i1 .f ��11� C� �F7:1119i.71I1:11..1ih'1� 1 . �1 1. 1• o to • o •• • ANSI] :fo, *Compact Fill to 95% Optimum Moisture Content. 395 All waterline fittings and valves must be restrained in fill areas. 390 385 Minimum Utility Separations (Vertical): Separation between Storm and Sanitary Sewer: 1' 380 Separation between Storm and Waterline: 1' Separation between Waterline and Sanitary Sewer: 1.5' 375 370 365 360 O C N O tom] 30 0 SCALE: 1 " = 61' Public R/W In 30 60 90 5' 6' 36' Curb To Curb 6' 5' T.0' idewalk Plantg 0.5' 0.5' Plante g Sidewalk T.0' yP Strip Typ 1 5° SM 9.5A 3 0" IM 19.OA Typ, Stri yp T�-..,:....;,...„.�I"?GG-6 �SLOPE � 2% SLOPE CG-61r-r�/ V✓ �W�.:..: ;..:.�:—�.r•T 355 Install sidewalk as shown on plans Depth = 4" 350 345 340 Transition from entry section at 11+10 to 11+60 335 Note: On -street parking is not 330 available on Cascadia Drive. 325 320 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 COMPACTED SUBGRADE 95% COMPACTED 10" VDOT 21A 33TYPICAL ROAD SECTION CASCADIA DRIVE (STA. 11+60 —> END SECTION CASCADIA DRIVE (STA. 11+60 —> END Pi NOT TO SCALE U CO) z aP P z N Q U Oa N r > oN N U Q D � P m zC7 °UNv� r •`' V W W W > N H Z LLz Pia Q °L Lu U a w Q O W J r m N J Z — O r m a J � Q CY w o o O N N � Z O n O w Q m � N w O r 0 0 0 O z ,�yTH aF of_P0 Dustin E. Greene Lic. No. A- °p 55833 4� 0 7-20-2022 tit' ESSIONAL �tyG z w Q '7 Q z rx Q a CO ' -- J T d m Y z c' Qi Q U o c' �O i L1J J DE m a L1J I w � Go W �QQ OUP �U)o 0 Q' °6 U z U Q ~-1 Q � 111 0 EE � a DRAFTER: CS DESIGNER: DG PRODUCTION DG DATE: 07 20 2022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 SHEET: 2 OF12 30 0 SCALE: 1 " = 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 9+50 NAD83 VA SOUTH ZONE 30 60 90 Delphi Lane Extended Profile Horiz. Scale: 1"=30' Vertical Scale: 1"=10' 62' Public R/W 5' 6' 36' Curb T 1.5' dewalk Planting 0.5' Typ . P, Strip Typ 1.5" SM 9.5A Install sidewalk a shown on plans Depth = 4" 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 � �..' ....« . COMPACTED SUBGRADE 10" VDOT 21A 95% COMPACTED (�V TYPICAL ROAD SECTION DELPHI LANE 420 SP3 NOT TO SCALE 415 410 405 400 395 390 385 380 375 *Compact Fill to 95% Optimum Moisture Content. All waterline fittings and valves must be restrained 370 in fill areas. 365 Minimum Utility Separations (Vertical): 360 Separation between Storm and Sanitary Sewer: 1' Separation between Storm and Waterline: 1' 355 Separation between Waterline and Sanitary Sewer: 1.5' 350 16+00 Note: On —street parking available on only one side of the street. Refer to plan for locations. 1.n Typ, U CO) z O" a P it O ow Uj a y Q N U 0 N r > oLn U Q D L P m z� OON�o a V w w w > LL z P a' d Q °� U a w �j cn Q O W J r r Ca m F- J Z - O r m a J � Q CY w a o O N N � Z O N O > a w Q m � N N 0 O 0 0 zLJ �yTH aF Dustin E. Greene Lic. No. g °p 55833 4� an 7-20-2022 tit' 4S 10NAL �tyG z x Q Q W __J z W a CO I J � � m z x J Y o a QU( Q Ow LLJ � J m E" W LU Gocn Q Q 0 U Q U O Q Q U z c� Q l O Curb � p 6' 5' DRAFTER: CS DESIGNER: DG PRODUCTION DG DATE: 07 20 2022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 SHEET: 3 OF12 DATE: 07 20 2022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 SHEET: 3 OF12 a �,16'' �� I�/��lJun �11� 1�IEE ` IIIIIIILjj— -- �• IN,�1I��� I ' 1 j 1�"' _ �'�`'' 11. '�,I�� 1 i it - I�w. �'i _— — DRAINAGE EASMENT 1: :. 1 �� :IpJ�ii�IlY' 1 � III �• / I "a'� ` P�. �� � it _ �� _ I �.� ®i i���� �p -- WAWA � � ►. � _lit ,�1 � Kil 13.1 � �� �• � � � ® i \ � - ' II telIIIi11111111 I�II IIIIIIIIIII ii� � � ^' � � � �\�iY� •�' � ';: / �"�' '��I'��ii��a �,..:._ _,,,_ ,>.►�. �, � vim .� .---- 1 , .:. P �— 4' Public R o a 00 5' 6' 29' Curb To Curb 6' 5' co 1.0' Sidewalk Plantin 0.5' 0.5' Plantin Sidewalk 1.0' 9 9 N Strip Strip Z TYP. TyP �1.5" SM 9.5A �2.5" IM 19.OA TYP. TYP. Cx] V V i �- ,, T ?0G-6 Z SLOPE 2% SLOE CG-6 tr'f�, :: `: ..:....•..:T / Terrace Lane Profile Horiz. Scale: 1"=30' Vertical Scale: 1"=10' In Speed = 25 mph; 290 VPD Install sidewalk as shown on plans Depth = 4" Note: On —street parking available on only one side of the street. Refer to plan for locations. COMPACTED SUBGRADE 6" VDOT 95% COMPACTED 21A TYPICAL ROAD SECTION — TERRACE LANE & DELPHI DRIVE NOT TO SCALE *Compact Fill to 95% Optimum Moisture Content. All waterline fittings and valves must be restrained Minimum Utility Separations (Vertical): Separation between Storm and Sanitary Sewer: 1' Separation between Storm and Waterline: 1' Separation between Waterline and Sanitary Sewer: 1.5' 00 CO 00 M CO O o0 O 00 N �t N O N h O Lo O • t N OC 00 00 N 00 00 • CO 00 • O 00 �? 00 N O ch N r� 00 N Lo O M CO O N • M O M O O • N O M N N N +50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 470 465 460 455 450 445 440 435 430 425 420 415 MARIETTA DRIVE II STA = 21+27.92 410 ELEV.=411.90 405 X8 1N X 8 1N TEE WOO 395 390 385 380 21 +50 U CO) Z o� °� P ow woo a z N Q N U O N r o Nuir.N U Q O J o m zC7 0Nv� �0 w w w > N H Z � LL0,00 z Pa'a Q 0 U a w ��r�Myj1 N �V Q 0 J r an an N J Z — o � m a JI � Q �CY w m 0 0 N N � z o o w of m W N w O r 0 0 0 0 z ,�yTH aF o .• Dustin E. Greene Lic. No. Q °p 55833 4� 0 7-20-2022 tit' ESSIONAL '�G z Q Q z J z d � W J ' � U m Y z W Q U o �p j WJ� E� 00 W I cn Q Q �i O Q °C I— U c~n O �U)o 04 p U z a Q < � O a DRAFTER: CS DESIGNER: DG PRODUCTION DG DATE: 07 20 2022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 SHEET: 7CYF 12 430 425 420 415 410 405 400 395 390 385 380 375 370 Private Alley Knoll Lane Profile Horiz. Scale: 1 "=30' VerticalScale: Design . . = 25 mph;•1 WAN 067C�11ZaN.fliv� -16. Lwd �ww:•9�■1 ���.QiRq[:wl• -gN■iSSlrA'A �dt]- ■ - � • • IF.� 1 - • 1 IIJ -�Y� �WR.�ie7� ■ ��!! 19L�1Jii*- ■ .�lI�RR�S7l;e•w�rlAl�Ih�!! 7.1 »� u r , 19! ©f�.dG1!1lR7 Emrk- ��JI�T.7G' �..■I■.I.If� ' E �T1.f-.tL7.r-.la7RE �.■I:�dpz�l�i owls - - 2' V 430 425 420 415 410 405 :1rs, 24' Private Alley/Utility Easement COMPACTED SUBGRADE 95% COMPACTED 6" VDOT 21A Minimum Utility Separations (Vertical): 395 Separation between Storm and Sanitary Sewer: 1' Separation between Storm and Waterline: 1' 390 Separation between Waterline and Sanitary Sewer: 1.5' 385 380 375 370 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 Note: Off—street parking only on Knoll Lane. TYPICAL ROAD SECTION — KNOLL LN. PRIVATE ROADWAY Pi NOT TO SCALE U CO) z aP P did oW woo° Oa z N Q N U N r > o N U Q D � P m zC7 °UNv� r •`' V W W W > N H0,0 Z u_ z P � d Q C*t � � U a w Q O W J r r Co Co N J Z — O r m a J� � Q CY w m o O N N � Z O n O w Q m (D N w O r 0 0 0 O z ,�,yTH aF of_P0 o .• Dustin E. Greene�reennee Lic. No. g °p 55833 4� �m 7-20-2022 tit' ESSIONAL F':O'G z Q z a__J z d (y) a T O Z Q U () �OJ a LLJ J Er Q M �mw �QQ Go cn U) o w pUz Q O p" DRAFTER: CS DESIGNER: DG PRODUCTION DG DATE: 07 20 2022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 SHEET: 8 OF12 „ 14 14A 14B 49 50 15 15A HORIZ. SCALE: 1 =30 445 445 435 435 VERT. SCALE: 1"=10' 11 1 AA Q 06 415 415 440 440 430 430 a 410 410 435 o o 435 425 42 J J DE 405 405 430 430 420 420 400 400 425 425 415 415 395 395 420 0�531% 420 410 41 0 1.63% 1'1 390 390 415 �o�� 415 405 405 385 385 410 410 400 400 0-1 380 380 405 O1R�59• 405 395 395 29.48' - 15" HDPE 0 1.87% INV. 105.96 �ti Nam` 375 375 400 R9 400 390 390 9 a m 69.88' - 15" HDPE 0 1.75% 9 IR rn 395 395 0 0 o- 390 390 415 24 51 52 415 385 385 0 0 ri v Ni 410 M n 410 II M II M II 380 380 I a a _ 9 50 10+00 11+00 12+00 405 00 _ 405 J c 465 7 � � � � � � 465 PRePOSED GRADE 40CQ 0 N 400 X7 43 43A 438 44 44A 45 46 47 48 Miami Miami IIIIIIII 395 J 395 460 IIIIIIII 460 ME an am 390 390 455 455 27.52' - 15" HDPE 0 1.05% 385 15" HDPE 0 4,49% 385 J 6' - WAIERLINE- 450 450 _ N 380 - 380 445 445 DIP WATERLINE o STA.=14+82.69 375 O1aan a6 tO 375 440 4401NV.=446.03 n n n o IIMMM "CY��M 370 II "' "' 435 435 ~ ° ° ° II II 370 O??? O?? O 365 N zzzz zzz N z 365 430 430 9 50 10+00 11+00 425 425 420 420 415 EX5 62 63 415 415 415 410 410 410 410 405 405 405 405 400 400 9+ L8" PVC SANITARY SEW. STA.=10+35.43 INV.=419.29 39 395 am 445 58 58A 445 390 am 390 MINES 420 51 S1A 420 430 27 54 am 430 E' am Miami 440 440 385 385 415 415 425 425 435 435 380 380 410 410 420 420 430 430 375 375 405 405 415 415in Miami!425 425 370 370 400 400 410 410 9+ 1111101 420 420 395 395 405 Miami! U 405 415 415 380 65 66Milan 38C 390 390 400 400 r7 ,r; - 385 385 410III �IP-4 410 375 - M 37F 395 395 II 405 405kill 370 N 37C 380 380 390 390 9 375 375 365 36E 385 385 370 370 360 380 380 36C 197.89' - 15" HDPE O 1.13% 9+ 00 355 35F * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 375 375 mail 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & Notes: 350 n (0 35C embankment material shall consist predominantly of soil & be placed in successive uniform 9+ 00 1. Inlet shaping (S-1) shall be provided for Storm Sewer Notes: 0 n n layers not more that 8" thickness before compaction in placement of fill, contractor shall all structures with a 4' or greater drop. Minimum Cover: 2' II II excavate recently laid fill and install compacted VDOT std. 21A stone in an 8'X8' o.c. 2. Saftely slabs (SL-1) shall be provided for all Minimum Separations (Vertical): 345 ? j 34. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an structures taller than 12' Waterline: 1' 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the 3. ST-1 steps shall be provided for all structures Sanitary Sewer: 1' 340 N Z N ? 34( proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT with a 4' depth or greater. 9 50 10+00 11+00 12+00 w fill compaction results prior to road acceptance. 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No. g '0,p 55833 4`� �m 7-20-2022 tit' ESSIONAI, �tyG z Q Q -i z a J T � � m z Y 5 Q Q U () W w L J 44 m P4 � LU (n Q Q w O Q Ir U] U� (n (n o ds U z o Q Q O DRAFTER: CS DESIGNER: DG PRODUCTION DG DATE: 07 20 2022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 SHEET: I 0 OF12 ' ' •• e�� R1711- 11.7E=- IN is 1■ -9 C■i G .. , • r:•I•• 191 r!I- 'alum I■1: I■I r_ 71 ! _ �Il■�RIII � MEN . F�s:•�' R■ll� G;lri� r■� 'Er.� • • eyle�' 1!91YI� C.71� IIYI�G■? 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EM.1. imi Far . � 7 � � �17r127 �i'�7l9 �1Jlii i_vllag -Yir -IIF:f3. Giza Nov�1 9 - : � - 7©G7 mL mail mS71• mE- m�i m�YI m� eg bi 11 11 F1.- • - - - - �la■■ �9Raai ©Eaa3 � �Ra: ©Ea■ Ia■ ��la■ �� lea �Iaa■ �yRQeai ©Eaa3 ��- ��yEaa3 �S Oman F3E3E3 ��la■ ��lea �©Ea3 �Iar l ima �©E993 Ala■ � eeii mill m� m©E3 CR Storm Sewer Notes: Minimum Cover: 2' Minimum Separations (Vertical): Waterline: 1' Sanitary Sewer: 1' * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDOT std. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. 465 460 455 450 445 440 435 430 425 420 415 410 405 400 395 390 385 Notes: 1. Inlet shaping (IS-1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL-1) shall be provided for all structures taller than 12' 3. ST-1 steps shall be provided for all structures with a 4' depth or greater. 420 415 410 405 400 395 390 385 380 375 370 365 94 24 24A (246 - • II�R_\IIII■!71• E17 up `- ■-r:���-ra- 1■�-■ IML�� 1■' G■�i-■. r■YL�. r■ - aaa131l►►�� - IY:UlYq.1I11tl:111R. �-� -11�:11•-!� �IIII�11-i11 M -�R.!/Ilwfs/ir� . SUN■■ l-= lA 11111■-Ia •1111111■111117Ee7;m OD OD .• •[■imra!■ �■J • { aa,■1■ • 111111�111111]Y■[,7 • �■13I1' �!•]YY - Omni • YYG]CI] Y■1YYa■ IIIIII�IIIIIYi1a■ �■7Y1 - ■■I■■I■ Yil■I■r F:faa3 IIIIII�IIIIIFJI■■ 111111�11111■Y�r �IIIIIWFf] �I�JIai �■7■1 ��Yi �■rF1. m �om■9Ri - laa IN � lasaa will Ea■E■E■ �11111©EaR �©E • • •• •• 420 415 410 405 400 395 390 385 380 375 370 365 HORIZ. SCALE: 1 "=30 VERT. SCALE: 1"=10' Uz F� w CO) z 0,0 N ~¢ a a Ow ,�"r 0 CD a z N Q N U O N r > o N U Q 0 P in z� OON�o 0 w w w o u_ z P � d Q C*t U a w Q O W J H r m 0 N J z O m a < Q 0 w o CY 0 O N z N � O n w ¢ 0 m Q (D N w o 0 < 0 0 0 Z DRAFTER: I CS DESIGNER: I DG LPRODUCTIONJ DG op v f�,�,2 o .• Dustin E. GreeneG�reenne�- LIC. No. g °po 55833 4� m 7-20-2022 tit' ESSIONAL ",0 z Q Q __J dE- z T � __J z M U) m Y cn Q U o rJ U) w W W m Q44 O P4 w LU a Q Q W U Q O U� OC U] � U) ds o p U z Q � O o� DATE: 07 20 2022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 SHEEP: 1 1 OF12 HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' 415 25 25A 415 415 27 26A 415 430 28 55 430 25 25A 430 30 30A 306 30C 430 415 415 425 425 410 410 410 410 425 425 410 410 420Log 420 I 405 405 405 405 Fill II ro 420Log 420 405 405 415 415 415 415 400 400 400 400 400 400 410 410 395 395 395 395 410 410 395 395 405 405 405 405 390 390 390 390 inow 390 390 400 400 385 385 385 385 400 400 385 385 380 380 380 380 395 395 395 395 SLUZ 380 380 390 390 375 EE 375 375 375 �r:w.wlcl BE390 390 375 375 ONE 385 385 370 370 370 370 385 385 9+ 370 370 9+ 380 380 365 365 9+ 9+ 365 365 9+ 440 31 32 33 34 35 440 450 38 38A 38B 450 435 33 33A 435 4451 445 430 430go 435 435 no I NMI.; IMAM 430 430 440 440 425 425 425 425 435 435 420 420 2 OSED GRADE 420 420 430 430 415 415an 415 415 425 425 410 410 410 an 410 420 42U 405 405 405 405 415 415 400 400an 400 400 410 410 395 395 9 395 395 405 405 390 390 400 400 9+ 9+ 56 57 58 59 60 61 465 °�° co n Ll rn N M 465 450 34 34A 450 425 28 28A 425 M N Q Q N M 4 N � Q Lo o o o o o 460 II II w II n ` II II ` 460 445 445 420 420Wq 0 0 0 0 0 J J 455 455 440 440 415 415 z z z z z 450 450 435 435 410 410 445 0 5.30% 445 430 430 405 405 105.8(1 - 12• HDPE 440 440 425 425 400 400 ®g'49X - 12• HDPE 435 125.67 435 420 420 395 395 430 0 g10X 430 415 415 390 390 •H 425 809-12 425 410 410 385 385 100.53' - 15• HDPE 0 1.97% 21.41' - is" HDPE O 1.12% o 420 0 0 420 405 405 380 380 9+ 415 0 415 400Mal 400 9+ 410 410 NMm v v�O n nn vC4 v M 405 CNN u M aN CNN �M r 405 II�� N III IIa� III III II 400 ° ° ° > ~ ° ° > ° > ° 7 400 * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. Notes: Z o_? o? Z Z O-- »> o? o? 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & 1. Inlet shaping (IS-1) shall be provided for 396 >>> zzz » zz zzz >> N zz » zz > 396 embankment material shall consist predominantly of soil & be placed in successive uniform „ all structures with a 4' or greater drop. 9 75 10+00 11+00 12+00 13+00 14+00 layers not more that 8 thickness before compaction in placement of fill, contractor shall 2. Saftely (SL-1) be for slabs shall provided all excavate recently laid fill and install compacted VDOT std. 21A stone in an 8'X8' o.c. structures taller than 12' compacted 21A area centered on the inlet. Contractor shall repeat this operation until an a 3. 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No. g •0,p 55833 4v �m 7-20-2022 tit' ESSIONAL '0 z Q Q -J z E- a CO Ir J T � � m z (n Y O QU() U) Ow a J m � P4 � LU (n Q Q w U O Q OC U] U� (n Un o 04 ds U z o O o� DRAFTER: CS DESIGNER: DG PRODUCTION DG DATE: 07 20 2022 SCALE: AS SHOWN JOB: CASCADIA 1-3 FILE: 14.0039 sHE�:12 OF 12