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HomeMy WebLinkAboutSUB201700187 Plan - Submittal (First) Road Plan and Comps. 2017-11-01ROAD PLANS FOR LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION le x 125- SPOT ELEVATION 1 e TW x 125 TW TOP OF WALL ELEVATION 165 Bw x 125 B W BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER ROOF DRAIN ® SEWER LINE - -� - - -• -• -■ - WATER LINE GAS LINE ---�- -�-a- OVERHEAD ELECTRIC WIRE --�-�- ---�- UNDERGROUND ELECTRIC OVERHEAD TELEPHONE LINE ---- - ---- UNDERGROUND TELEPHONE LINE PROPERTY LINE - - - - ADJACENT PROPERTY LINE _________ VACATED PROPERTY LINE _________ BUILDING SETBACK I- I DRAIN INLET (DI) 0 O 0 SANITARY MANHOLE C C PLUG 4W ® WATER VALVE & BOX 4. FIRE HYDRANT CM ® WATER METER ♦� LIGHT POLE �- UTILITY POLE �' -- - SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT -. - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT �- TREE LINE --- FENCE STREAM 312- 12 - INTERVAL CONTOUR - 300- oo INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND so sa PARKING COUNT - CROSSWALK %/�%�//X HANDICAP ACCESSIBLE AISLE EN CG-12 & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. CROZET COURT 5UE3201 7-00187 TAX MAP 56 PARCEL 45 AND TAX MAP 5GD PARCELS I AND 2 WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"='1 0000' { ., ,`i} k�" t• x b�4iNFl.GWEft LN:+ u A` {i 'lf •rw s "`� �.. � r °S:. '.� +fir.. �# ,r r�6RR ram. y %.1 ` '�•{ �, r'y,r••'�,,' � . a F €� w ��� � ����f � � SITS � � # 3y .y t �"` ,.,.�v ��W- i r• .w ,�,s,ppy �' 4 :! -��. , �,��p• � •p� �" i pp.. PA i r IMAGE PROVIDED BY ALBEMARLE COUNTY GIS SHEET INDEX CI - COVER SHEET C2 - EXISTING CONDITIONS C3 - SUBDIVISION LAYOUT PLAN C4 - SUBDIVISION UTILITY PLAN C5 - 5UBDIV15ION GRADING PLAN CG - ROAD PLAN - AGATHA RIDGE LN . C7 - LOAD PLAN - JAME5TOWN RD. C5 - LANDSCAPING PLAN C9 - SITE DETAILS C 10 - SIGHT DISTANCE PROFI LE5 C 1 I - AC5A UTILITY DETAILS C 1 2 - SANITARY SEWER PROFILES C 1 3 - STORM SEWER PROFILES PROPERTY INFORMATION OWNER/DEVELOPER: STONY POINT DESIGN BUILD 200 GARRETT STREET SUITE 0 CHARLOTTESVILLE, VA 22902 LEGAL REFERENCE: DB 4951 PG 170 DB 1479 PG 180 DB 666 PG 109 DB 488 PG 007 DB 5126 PG 635 WB 128 PG 705 PARCEL AREA SUMMARY AREA OF DEVELOPMENT 12.62 AC DISTURBED AREA: 9.00 AC PARCEL 56-45........................................................... 7.28 Ac.� PARCEL 56D-1........................................................... 0.51 Ac. PARCEL 56D-2.......................................................... 1.03 Ac. LOT56-D2 ROW ........................................................ 0..13 Ac. JAMESTOWN RD ROW .................................................. 0.20 Ac. PARCEL 56-45A2 3.47 Ac. TOTAL PARCEL AREA..................................................12.62 A NEW CROZET COURT SUBDIVISION ............................... 11.13 Ac. �- JAMESTOWN RD ROW ............................................ 0.2 Ac. TOTAL DEVELOPMENT AREA.................................(....11.33 Ac. Note: Residue of 56-45A2 = 1.29 Acres. Residue will not be disturbed and is not included in this subdivision. AREA SU M MA AREA OF DEVELOPMENT ....... 12.62 A . h DEVELOPMENT LOTS ................ 6.50 Ac DEDICATED R.O.W .................... 0.90 Ac EXISTING R.O.W ..................... 0.20 Ac OPEN SPACE ........................... 3.54 Ac TOTAL SUBDIVISION AREA ........ 11.33 Ac R-2 CLUSTER DEVELOPMENT DENSITY CALCULATION: j Standard Density = 2.0 DUA Bonus Factors: 14.4.1 (Provision of Street Trees) = 5.0% 14.4.2 (Internal Road System) = 10.0% Maximum Density Allowed = 2.3 DUA ti•'� `s,`sr Permitted Density = Subdivision Area X Max. Density ,Ns = 11.33 AC X 2.3 DUA = 26 Units is figs 12 �Q �v o 33 �Mvr µaN 1 r� �c ri�6 Note 1: A 10% bonus is allowed for provision of an internal road system VBASE INFORMATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING BOUNDARY SURVEY COMPLETED ON 7-25-2017 SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING FIELD SURVEY COMPLETED ON 7-25-2017 MISS UTILITY TICKET #04368 A720000816-OOA SUPPLEMENTED WITH FIELD TOPOGRAPHY BY ROGER RAY AND ASSOCIATES. BENCHMARK(S): NAVD88, IRON AND CAP SET ELEVATION =677.22 NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: R2 - RESIDENTIAL AN R2-CLUSTER RESIDENTIAL DEVELOPMENT WITH 15% BONUS DENSITY IS PROPOSED WITH THIS APPLICATION. BASE DENSITY PERMITTED = 2.0 DUA BONUS FACTOR 14.4.1 (STREET TREES) = 5% BONUS FACTOR 14 4 2 (INTERNAL ROADS) = 10% TOTAL BONUS DENSITY FACTOR = 15% = 0.3 DUA MAXIMUM DENSITY PERMITTED = 2.3 DUA MINIMUM BUILDING SETBACKS: (APPLICABLE SETBACKS ARE NON -FILL) FRONT: 5' (18' FROM BACK OF SIDEWALK FOR GARAGE FRONTS) REAR: 20' SIDE: 5' MINIMUM BUILDING SEPARATION: 10' VDOT INSPECTION NOTES VDOT'S LAND DEVELOPMENT SOUTH STAFF (540-967-3715 OR 540-967-3716 SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED ROAD/SHOULDER CLOSURES", "THE PERMITTEE OR HIS OR HER DESIGNEE SHALL REPORT ALL WORK ZONES IN THE VDOT RIGHT OF WAY ON A DAILY BASIS AT SET UP AND TAKE DOWN TO VDOT'S SMART TRAFFIC CENTER (540-332-9500)", "COPIES OF ALL INDEPENDENT TESTING REPORTS TO BE SUBMITTED TO VDOT FOR VERIFICATION", "A MINIMUM 48 HOURS ADVANCE NOTIFICATION OF A PROOF ROLL OF BOTH THE SUBGRADE AND STONE BASE IS REQUIRED BY VDOT." "ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACE AND WITHIN CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:1 WEDGE, AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC." And that "TRAFFIC SHALL BE MAINTAINED DURING CONSTRUCTION OF THE TIE-IN AND MILL OF THE ADJACENT TRAVEL LANES." "WATER LINES, SEWER LINES, ETC. CROSSING FUTURE VDOT MAINTAINED ROADS HAVE TO BE SLEEVED WITH DUCTILE IRON PIPE "TWO (2) TIMES DIAMETER OF THE UTILITY LINE)." And "A VIDEO (3 ELECTRONIC COPIES TO VDOT) OF ALL STORMWATER SYSTEMS CARRYING VDOT RUNOFF OR RUNOFF UNDER A FUTURE STATE ROAD IS REQUIRED TO BE SUBMITTED TO VDOT FOR REVIEW AND APPROVAL PRIOR TO PAVING OPERATIONS. Which is the sole access to the existing state maintained road system. U O � v JUS M. SHIMP a L' . No. 45183 led -1 [3) w� �SSIONAL ��G AIREA OF DEVELOPMENT 11.33 AC TOTAL OPEN SPACE REQUIRED: 25% = 2.83 AC AREA REQUIREMENTS Proposed Number of Lots = 26 Units Permitted Density = 2.3 DUA Required Open Space = 2.83 Acres ik Required Unrestricted Open Space = 0.57 Acres Per 4.7(C)(3) (20% of required). SUBDIVISION AND ROAD NOTES 1J .. All proposed lots contain a building site (shown on sheet C3) that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. 2'. An existing cemetery is located on sheets 2 and 3. The existing cemetery will; I g7 not be disturbed. 3. This site does not lie within on agricultural -forestral district. 4. This site lies within Lickinghole Creek Water Supply watershed. 5. The stream buffers shown hereon shall be managed in accordance with the Albemarle County Water Protection Ordinance. 6. See map for limits of the 100 year flood hazard overlay district per FEMA floodmap #51003CO237D effective 02/04/2005. 7. Proposed Road names: Agatha Lane and Jamestown Road. S. Roads shall be publicly maintained and owned by VDOT. 91. Design Speed Limit: Agatha Lane: 25 mph w. 3% estimated truck traffic. Jamestown Road: 25 mph w. 3% estimated truck traffic. 10. Proposed 10' Private Sidewalk and Landscaping Easement will be owned and Maintained by the -Crozet Court HOA. 11. Retaining Wall on Lots 20 & 21 shall be maintained by the Crozet Court HOA. TRIP GENERATION Proposed use: Single family detached dwellings, ITE code 210. Agatha Lane: 19 dwellings, projected AADT = 260 trips/day Peak Hour = 35 Trips Jamestown Road: 7 dwellings, projected AADT = 70 trips/day GENERAL NOTES 11. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO' THE OWNER AND ENGINEER. 7. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 8. ALL BARE AREAS SHALL BE SCARIFIED, LIMED, FERTILIZED, SEEDED AND MULCHED. 9. ALL TREES, SAPLINGS, BRUSH, ETC. SHALL BE REMOVED FROM WITHIN THE RIGHT OF WAY AND THE DRAINAGE EASEMENTS. - -- -- TMP 56C-B-26A DB 2575 PC 395 \ � / _- N/F WESNER, RONALD DEAN OR DEBORA T. / DB 3303 PC 611 / r / '/ /�� - �� \ ii' /' i / - -"-- /T'-•-,. --' " /�=c� ram.-.._....G''•'/-'-..-..-'• --•../ / ---------' . _ 1 TMP 56C-B-26A N/F WESNER DB 3303 PC 611 �' ; '',', / / 1 /� h It i /' ,' / � / / ' ^ /' � ' ' / 19 -STREAM BUFFED •- -' / __ , / ,' o` n1r it ) / I T / � / / / / / / ,/ .' l•"`;�•• -`` \ Co SSMH ASPHALT WOOD o `� I CONC.DRIVEWAY STONE WALL- - \Zk t^J RET. PAD ` 1 FASTING HOUSE TO T r" 7 REMAIN DUR1NG COt VSTRUCTION- --3-6x' ! / , t r l / � ,r / , 5-STORY `\ \ ON BASEMENT _ _ , I �� // I i / ` + 1 ` i l' l / i 1/ l' / ��---77 IlT 7' ACSA EASEM�N�T ITMP1 56-45A2 / --- ---- !J WALL DB 4862 PG 565 \ 11 1 1 1 I i ' r 3c 472 SAC 1211 - - - - Jo ST6NY POINT \ -) cb: // 1 r / / I `+\ `\ `\ I \e I\ \ +\ i `+ DLi,SIG1�I/BU4LD, LC. !' \ / \\ \\`, \ ` 1+\ 1I 5'126 PC 6 5 ---- - _- `G(a / / 1 r r '� - / , , N1�3°08'S0"E � 1 .14' c� 11�18°08'S0'E 279.70 � TMP 56D-1 s 0.5114 AC rrb ST NY`P81T�DESIGN ESIGN 00 I� hL - - PP -STOBLOCKSHED1RY HOUSE/ flIL%IINNEES \ ' - - , \ \ / / / ' I I I i i i j ' I ,' \ \ \ I o I BUILDIN /TBR / #5665 ON DB 4954 PG 170 PT TMP 56C-C-f6 TBR BASEMEN J,IT3R WOOD WALL ""�` I , r i r t I I I /--- / N/F BELEW / r II / \ 79 74 - - -- UST - DC 5T I i II TBR � \ ,'---' '• \ /' 1 r' i 1 1 1 / l I � I Il � \ , ,/ \I +\ \ 1\ I\ I\ �.\ ` 1 +\ \\ ; \\ \ �_ / \ DB 2012 PC 7'16 \: tIIr - \ > /' \\ t\\ \ I i / it 1 j I ! \ /' , \-- \` �ac� S1 6 PH \` _ r !xQLM 140819090 662.625 1 \ I c� i r/ r 11 \\ \ ` cri \ 1 x IITSBDRH \\ \ CONC. Al P / \ \ \ \ \ Faucet c i 1•,. y\ I \ TBR 1 , (`\TBR \� \I ,x fI \ � m j / / / I � f , 1 ` / , � \ �\ � � a' � ``� \\ \ ` \ ! \� BENCHMARK � \ FFE 667.64 \ o CD TMP 56-45 POLE1 : � \ \ srkwd-2-2 /' / r' !' ,/ oL / j' t 1 ,l t1 t \ \\ \\ o \ HE - t - Ot�6 OH1= Q II 7.277 AC. \ 1 �. TR RIM=599.76 , % / ' //' // / /' / /' / / r / ! ! rn \ TMP 56C-C-1 1 \ INV IN=590.45 /Ir I \ / o �TOXY POINT DESIGN BUILD-,�aW INV OUT=690.25. , ,/ , / / / / t o I \ \ \ i \ \ \ MP 56D- / \ /l i , / / 1 1 II II `\ I SRA ES T c*I ABANDdN & \ COt WALK N F WITT l j r / , r , \ PB 4951 PG 1 70 \ \ \ t�AVED DRI \ DB 1505 PC 731,' r + ! r / / ,' 1 ` `I ` / \ o t \> r EMOVE AN \TBR \ `\ ABA,190N I t \ i I 1 1 / / I I \ \ �'"� , y \ R `� 1.02\8 AC TBit�. ,r\ \ / , , \ r , \ �' ~ ` -,1 \`" H & 160\ LF STOGY POIXT DESkV {{ / \ WAVR r /' OF SE R \\ \ `BUILD, \LLC. \ \ ` ` ME `R DB 4951 PC 47077 \` \ -At \ \ Aj ' /'\ �� -- - \\ ', 1 \ \ I %, iJr o 18 Q\8 0 279.�2\ \0' ROWS 128 AC o I ®k ✓r \ o \ Q \ \ o - - PF / / 'p \ \ \ _ \ \ \, \\ ryz / i \! S18°0850 W 279.83 \ \ \ \\\ \ �\ \ OLD ONO. \t. 'x \ 20' ACSA IRT \\ \ \ r�wa-2- \ \ ! \ FOUND ONS - ' AU BLOCK D SECT. 1 .R M=607.2 \ -- ' \ \ \ + a 1 \ \ ��`�-"'�'_ \ 1Tl \ 1 \ SAN. ESMT GOT 4 9 / ' ! \ \I'V 4��59 50 \ \ Brkwd 2-4 \\ \ \ \ \ \ \~ \/_ \ TBR \ \ \ \ ! t \ D.S. 925 xx LOT 7 \,:\ \, V 0uTr 695.3�-`-'r----...,..___ RIM=610.99 \ \ \\ 1I PG. 584 TMP 56D-4 _ TMP 56D-D-7 \ �n� ,..- 1tavw=600.84 \ \ ' ` - \ / / ' - \ \ i unEo�c�TAs 1\\ N/F MORRIS INS OUT=600.64'\\ \\ \`\ \\ \ \ ` C� _4_4 _ �' \ \ `\ \ \ \\ \ , i ' t DB 607 PG 34 ; I DB 4171 PC 306 / - _ INTERM1TItNT ---\�-\\'\ \ STREAM 'BLOCK D SECT. 2 LOT 6 r \ ..r \\ \ , 1 \I \\ / \ \ II F �r Rat d-2-87.5 ' ' l - - �9•5 I V IN=648.07 xx I T-- TMP 56D-D-6 ` RIM= 5 25, \ \ I i t / I + I \ 1 N/F ROACH / IF @ 344.34' \t �t v I 6©�};51 .\ \ I \ \\\ /' t I '1 , \ \ II I \ V OUT=647. 7NO co 1 DB 2254 PG 508 : _ \ l_-- \I _\ i I 1 '.' /' \ I 1 \ 11 LOT 5 2 " 4\b\ 20' 'A£�A o TMP 56D-5 SAN✓ESMT ,/ N/F CLAYTON -' II 4 BLOCK D, SECT. 2 D.J.25 �-I+4� \ / i DB 4614 PG 435 PAVED S DRIVE.II m.\ \ I .. \ TiVP r IF @ 244.43' tV/FCARVER ------------------------------------------------------------- I DB 1360 PC 87-` •. �y ° J '4' \ ! /! I It '` \ \ i / \` °�° \\ 11-- 11� m BLOCK D, SECT. ' ./ / IF @ 44.42' - - 2 LOT 4 �•..,, \;. �' r � I t II i \ \\ `\ \\ TMP 56D-D-4 / / J- " r \ r I \ \ ,I I CRIVE I , N/F FISHER 1 ( \ -.,`.. BLOCK D, SECT. 2 ""'`w°% l'� `, 1 , `\ \\ It 1 ' ' •--� � ', DB 631 PG 497 / LOT 3 / ." �/ >„mn�w \ \ \ \\ � RI\ TMP 56D-D-3 r Aye 4 i``\`\ \\ `\ \` �1M as47 61 f / �( .. - - - - - - - - - - - - - - - - - TP ` ` ` w.. \ BrkWd-2 6 \ WRE FENC INV =832 / \w / N/F MACQUEEN / (' ,.,. �\ IN 1 1 DB 3777 PG 710 I � IN=W8.88 _...._. w„� ' �1 / GOT 7 '\- •-, / " a ^•.,� IM=63 26 ` - INV`Oi1T.=63 .73 \ ,.¢NV OU&#628:6 I 4 \) \ / I vaavei BLOCK D, SECT. 2 , ,. �W I ...._-- _. =`� TMP 56D-7 fP IF BENT , - � {�� _ � • T.. � -';"-• �, , '' N/F PEMBROKE -- : LOT 2 IF @ �11.�1 / TMP 56D-D-2 1 C_ 245'93' IF @ 57.58( ' - DB 1861 PG 708 \ / / N/F WINSOR I IF I\ DB 4525 PG 5 3 / I" ' / � / BLOCK D, SECT. 2 LOT 1 /F BAS R r BLOCK A, SEC' ` 4760 PC 474 AMES TMP 56D-A-5 / BLOCK A, SECT. 2 _ ROAD N/F RALSTON , LOT 4 50i R/W DB 47692 ' TMP 56D-A-4 !r \• / \ 0.20 AC ( N/F PITSULKA TREE TBR \ 640- / % \ \ 1 / DB 2461 PG 290 \ A) !I OUT: / 64, 64 ' \ 6-Rp{y S CT u; 1f ��-TREE 7811 \ SAN MH-1 INVwIN: ti / RIM=648.74 644.01 INV OUT=635.31 BOUNDARY LINE TABLE Line Direction Length Ll N 30'03'00" W 29.80' 1_2 N 7936'31" W 12.77' L3 N 35'23'20" W 36.01' L4 N 14'16'35" W 35.63' L5 N 13'54'31" W 32.33' 16 N 11'31'36" W 16.92' L7 N 49'51'24" E 6.72' L8 N 30*12'54" W 36,71' L9 N 35'02'17" W 26.10' L10 N 26*13'04" E 17.94' L11 N 37'23'16" W 12.82' L12 N 80'54'29" W 13.95' L13 N 27'34'06" W 54.21' L14 N 14'10'37" W 33.39' L15 N 26'39'33" IN 25.50' L16 N 52'24'38" E 20.60' L17 N 02'39'30" E 23.49' L18 N 33'19'53" W 30.64' L19 N 07'46'32" E 17.45' L20 N 37°04'25" W 40.27' L21 N 85'07'57" W 16.94' L22 N 21'49'44" W 23.43' L23 N 00'48'07" E 36.94' L24 N 44'26'07" W 22.02' L25 N 40'42'52" W 35.67' L26 N 61'17'45" W 17.53' L27 N 33'16'36" W 29,99' L28 N 33'05'56" W 1.82' CLAUDUIS CROZET PARK`_' ----------•-- - r%. 4 JUST A SMMP > Li. J5183 �ss101VAL � � 50 0 50 100 150 Scale: 1 "=50' 660 655 650 645 640 635 630 625 6 2P4 ;0-0 13+50 13+00 12+50 12+00 JAMESTOWN ROAD PUBLIC ROAD PLAN C7 )HORIZ: V = 30' VERT: 1'=10' 11+50 PIMM 11+00 10+50 30 0 30 60 90 Lin Scale: 1"=30' 660 655 &50 645 640 635 630 625 144- r� t� 'A 0�4 o U iuS M. sfump (,,5183 o j O�- \iU'k� i�. VvIct& K4 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT" WIDENING 12 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -----»-- EXISTING SUBBASE- PROP05ED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL. REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1'/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (5EE NOTE 35) NOTES: I. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. EXCEED THE DEPTHS AND TYPES OF LAYERS OF EXISTING PAVEMENT. WIDENING Sh ALL MEET OR EXCE E THE RS R ASPHALT PAVEMENTN UESIGN FOR H 2 THE PAVEMENT DRESSED IN THE PAVEMENT R P EO PAVIEMENT SHALL BE AO DESIGN. SUBSURFACE DRANIP.GE OF THE EX15TIf7G AND P C OS E i 7 AN THICKNESS OF EXISTING F T CENTER THE ADJACENT TRAVEL LPN U DETERMINE HE TYPE D Hl 3. A MINIMUM OF TARE_ CORES SHELL BE TPBSEN ALONG HE GEN R OF PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. + THE ADJACENT TRAVEL $HALLBEMICOURSE, EEIPTHOF11/INCHESID REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PAV_ENT WIDENING UN SS DH ENGINEER. 5. THE ENGINEER NGINC EFFECTIVE MAY YRFREQUIRE THE FILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE ANDF THE ENGINEER. I S SHALL DE RESTORED SUBJECT TO THE APPROVAL 0 E EN £E 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT UNITS L 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STTRA)GHTEOGE W ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. `"``M STANDARDS ` ROAD AID MOM PAVEMENT WIDENING NN SEET 1 OF 1 REYISON DATE FOR WIDENING SUBJECT TO TRAFFIC 303.02 VIRGINA DEPARTW.NT OF TRANSPORTATION RRE ERREEMX ROAD AND BRIDGE STANDARDS 315 S4ffET 1 OF 1 REVISION( DATE IO6.08 SL-1 sty BAD a 8" C-C TYP. i5 BAPS •�c:••�:� a ar G-C TYP. _L+ PLAN WTRUCTUREALI. TKU'(NESS VIES PLAN •CLASS A3 CONCRETE ++ :• • CLASS A3 CONCRETE SECTION A -A NOTES: SECTION B-B 1, THE STANDARD SAFETY SLAB ISL-D IS TO BE USED ONLY WHEN SPE(CF)ED NN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCIBPTWC FOR MANHOLES. JUNCTION BOXES AND DROP U,LETS WITH MGM GREATER THAN 12 ]FEET THE SPA& OF ADJACENT SAFETY SLABS SH &L BE & 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 *4LI.IGED N THE COST OF THE STRUCTURE. SEEEE CAST IN PDRAWINGS DETAILS 3. ACCESS OPEN iNGS ARE TO 13E STAGGERED FROM ONE SIDE OF STRUCTTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAMERED ACC R,'p.Y. 4 5 Boas Q Jill C-C TYP. 4. SAFETY SLAB MAY BE CAST-N-PLACE OR PRECAST. CAST-W-PLACE =NCRETE TO BE , CLASS AS (MAP PSI). PRECAST CONMETE IS TO BE A4 MOD PSD. REINFORCING ...•'.•:. .. STEEL TO BE IN ACCORDMCE WITH AASHTO M31. :�':-�!; : ,;i • �'� : i.r •, a. MISS IAM SS GO'ER OR 300 NTUIRE DOTNBOPEd+NOSFAL RECTANGULAR (SRVCfP WIDTH 30' LONG). TYPICAL PRECAST UNIT X1°0r TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, �(� 1� ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET i OF 1 REY19i0l1 DATE 302 106.14 VIRGNIA DEPARTMENT OF TRANSPORTATXNd 11 IIiI 1 ,- . r a �I ■ IS-1 SHAPE TO ELEV POAT:pN of 416N O LARGEST PIPE. I OF PIPE I I I OF OUTLET �E TO 1NYt3(T �9 SECTION A -A TBETWEEN a a METHOD OF TREATMENT IN DROP INLETS DIAMETERS,I CO Of PIPEFS ME ENCOUNTERED. NOTESI OF T TS N ACCORDANCE WITH SHAPING MANHOLE AND INLET LAVER TO R T}i5 DRAWING IS TO AP'Po.Y TO THOSE STRUCTURES SPECIFED ` SLOPE UAW ON PUNS OR WHERE INVERT OF PIPE 0 ABOVE INVERT OF j 1 TO N(VERT GF STRUCTURE, OUTLET PIPE G MANHOLE OR DROP !k_ET IS TO BE FORMED AND CONSTRUCTED N ACCpt' 1 E WITH APPLICABLE STANDARD OR SPECK DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A ! �7 PORILAND CEMENT CONCRETE MIX COta'ORM2'7G TO CLASS A3 OR % 1 CLASS 0 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4J W gAMETER AND CONSIST OF STONE. BROKEN BRICK. BROKEN CONCRETE OR BROKEN CCINCRETE BLOC)(. TtE SURFACE y .:. . E T SMOOTH BY MEANS E1 mo LLXNG. NCiNE V SHALL THECOARSEAGGREGATE SHALL REMEXPOSED. •�A4 �'4r '• DETAILS OF NVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE "' • a � � a PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO IE SHAPED - INDIVIDUALLY TU BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE MANHOLE & INLET INVERTS 3G2 VIRGINIA DEPARTMENT OF TRANSPORTATION Cc-6 NOTES 1. THIS ITEM MAY 8E PRECAST OR CAST W PLACE. 2, CONCRETE TO BE CLASS A3 1F CAST IN PLACE, 4000 PSI IF PRECAST. J. COMBINATION CURD &GUTTER HAVING A RADIUS OF 300 FEET OR LESS (PLOW FACE OF CURB) SHALL BE PAD' FOR AS RADIAL COMBINATION CURB & GVTTER.. 4-FOR USE WITH STABILIZED OPEN -GRADED DRANAGEE LAYER. THE BOTTOM OF THE CURB AND GUTTTER BE CONSTRUCTED PARALLEL TU Ti£ SLOPE OF SU88ASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DE557CN SPEED AS SHOWN IN APPENDIX A AREA MAY BE 2" R OF THE VDOT ROAD DESIGN MANUAL. j' . D I y,_y„ p P 611 P D P 1 •.1 D P P D P P D D A n D f D D fill 2'-0" ISTHE OPTION OF THE C ATONTRACTOR m �E COMBINATION fill CURB & GUTTER 502 YIRGWIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB PAID GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. END -SECTION 12" - 6P" FfFE -HUB FP+O ON OUTLET END aEC310NS SPR'07 EtS7 ON aET END-S46C7iRN r CONCRETE TO 6E JJJ 4000 PSE !.UNJ1tUM PLAN � �j DIAMETER T'N3IQC STE � „ �kpk fi A 0 T E RAY LIH£ ,:;Ft.TInN x-x END VIEW 11-011 END SECTION DIMENSIONS PIPE DIAMETER A B C 0 E }2" 4„ 2._0,. 21.01 +,,Uu 2'_0" 1 21" 9 2, _Till 2 ,,,to- 5,•U,. 3,_6., 24., 9 27" )U 4'-U'. 2._r• 6.,1., +.,fin 30" 6 1 36" 11_3„ 5' 3 21_tU 6,_y 6..0., 3" 2'-11" 5'-2" 0'•6" PLTERNATE ENO -SECTION 12" - fia" PIPE � Es-1 HUB END GN OUTLET END, -SECTIONS SP)COt E.ND ON INLET EN0=5EC NON [ CONCRETE IQ BE SgDO ASi M1PtridbM L PLAN - „t_,__ C B DIAMETER OF PV F. STEEL FABRIC REINFORCEMENT � 4--•-�-•- A --- PAY 1.wE -� END ViEW SEGTtON X-X46- ENV? SECTION DIMENSIONS PIFF. C)<iMETER A B 0 0 E 2�.U• 4'-1" b,_yn 2,_1„ ar• 9^ 2'-Jill 3'-2" 6'•1" 3,•6" 24" IO" 3'-p' 4,_U„ a7" t0 ' #'-Q" 2.• S,�r a b,_b,i ' 33" )'-Lx' 4'-t 3'^3 S'-1• S'-fill 36" 6'. D 2.� r_g., 5._3., 2 -11 $,_2., 6,_6„ 48" 2,_U,� 6+_Ly, 2`_2�. S._a.i 7•_U" ---• PA - Y LINE NOTES PIPE LENGTH; SHOWN ON OPt PLANS ARE BASED ON EhO•SECT N MSIGN SHOWN ON WEWELEF d, 1F THE' CONTRACTOR E_EGi 5 itIEURIGtiT.�ET GTTk�WELD$EI R£(A3GE.5N8YN i•°(E OIFPERENCE in U;MgNStON "D", SLOPE DETAIL FiGAT1DN 'E)?EHGE FLARED END -SECTION FOR 12N'-6{}" CONCRETE PIPE CULVERTS 3')2 VIRG4HgA GEPPFtTMF.tiT OF TRAtiSPORTAT2CS1 ' COVER A NON -TRAFFIC FCF�CT} CONDITION$ Q©L' ❑ El CD La A +/0000 CI E]DZ A(1 I' ❑ {❑l El ❑ �J LETTERMIG ` Ey 0 ❑ t OPTI(NNEd. ••----•- ' Q Il El T❑�1 0 El FEl O / LrE�37 t0 0 tut.-..�1 L._i , / 41'� •,tV 1--t ❑ 4.l I' COVER 00 66Si TOP r,L "'I 22' DIA SECTION A -A 1J j MAOHNED 1 ., _ COVER B - TRAFFIC n OIT- 0 Ci = CONDITIONS ' D / •-7 �y ` A" R A I El IJ t•�-�y�J I QjEIEI � A yy C]( ��,-,r_ aC] 4 LE[IL'ita1G 1 l-J % � !�J {L-J7 UPTIOPiAi t /�`� E10'D-y Q�-}4m11- , � �•-7 � ,wPkK. WPNT 3ia b �4 d-T � ' / COVEOR 105EI1G65. ± 71A FRAME TOP EITHER COVER A OR 6 MAY BE V5E0 1V6iH FRAME. = 22" DIAL APPROX. WEIGHT COVER I70 LDS.-.---_-��- y� y N �J MACWhEO SECTION A -'A SHEET 4 DF �T'EC,BYJ,IK71 STANDARD MANHOLE FRAME AND COVER XE V. 9/06 224 REV, 71 3a2 `IRGINIA DiPWiT)IF.NT OF 1HAOSPORIAHON 201.03 10&1 � o � a 0 w � W W _z � z W � Q za 44 d 3,000 PSI CONCRETE � o 0000000000000000 4" - VDOT #21 A BASESTONE 2� z �I i I -I I II i i I -I i II I i i� COMPACTED SUBGRADE (__�TYPICAL SIDEWALK SECTION N O Cg Not To Scale �( N Q U) W J 36.0 `ROW P_VDOT CLEAR ZONEw STD. CG-6 o 3' CLEAR ZONE CURB AND 29.0' CURB TO CURB GUTTER, TYP. � w _j ` 9.0 10.0 10.0' 5 � PARKING LANE LANE 5 5.0 rn U SW r =.: SW 2.0� t_r..-c<? 2.2.0% 2.0% . ; r 2.0% 2.0� 0� -mot€ .Imlv:;�.1>;t .3 -LANDSCAPING - VDOT STD UD-4 STRIP, TYP. SEE DETAIL 1/C11 (TYP. 4.0" CLASS A-3 CONC. 1.5" SM-9.5A ASPHALT SIDEWALK (TYP.) 2.5" BM-25.0 ASPHALT 4.0" VDOT 21A (TYP.) .0" VDOT #21A NOTES: 1. PARKING ON ONE SIDE OF STREET ONLY. SEE C4-C7 FOR DETAILS. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. 4. DESIGN TRIPS: 260 ADT AGATKA LANE 8c JAMESTOWN RD 2 RIGHT -OF --SAY CROSS-SECTION C9 1„-10' ---- 50.0'� ROW 13.0' 21.0' 2 GRiD REINFORCED 2 a' FIRE ACCESS i SHOULDER ROAD SHOULDER I 5.0ia 2.0% 2.05 %) 5.0�,. Ift((4fCiq?.+.' .5:1 •:VZ:f:Y`{�:ti;(.`{�,fli,':��ly� 1.0" 30 GRID BEDDING SAND PAVERS W. 8.0"VDOT 21A SOD PLUGS OMPACTED SOIL SUBGRADE AGGRE�ATE FIRE APPARATUS ROAD IN _3 (IAMESTOWN RD 50' ROW Cg 1„;10' COMPACTED SOIL AT PERIMETER CONCRETE GRID PAVER 3 i/S" (60 MM)MIN THICKNESS SOD PLUGS OR GRASS SEED TOPSOIL IN OPENINGS FILL 1/2" (13 MM) BELOW SURFACE 1" TO 1 1/2" {25-40 MIVt} BEROING SAND COMPACTED AGGREGATE BASE GEUTEXTILE AS REQUIRED TURN UP AT SIDES COMPACTED SUBGRADE0 NOTE: 1. BASE THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE, 2. M1NitMUM BASE THICKNESS: 6' (15D MM) RESIDENTIAL DRIVEWAYS, 8" FIRELANES &PARKING LOTS. CONCRETE GRID PAVERS-f=IRELANE, oPAwINGNa. ICPI-08 DRIVEWAY &INTERMITTENT PARKING F.S. 4 FIRE ACCESS PAVER DETAIL C9 NOT TO SCALE TYP. CG-6 fill CURB 2:1 TURNDOWN s d SLOPE TO FLUSH 4nd WITH PAVEMENT °. d ) CG-6 CURB TAPER SECTION DETAIL Not To Scale a1�q Oil ) v J M. SHIMP > L"c. 0.45183 C O QD O H- O off;= -o c..> Q F_ Fz J � 'i O O t- � U U > Q W 685 680 675 670 665 660 610+00 10+50 11+00 11+50 12+00 12+50 13+00 a Er N G 50 0 50 100 150 a Scale: 1 "=50' / ---� ---ma's---� - OHE O E - OHE - OHE - OHE - 680 675 670 665 660 655 650 645 640 635 1.5+50 14+00 14+W f 5+uv PARK ..-X - :._._._.... '.............,........_ / _�....._.._..--hTATE RTC' 12 ..__�......_ �_.. _--------_-- w - - - OHE - ONE -- OHE - OHE __ . __.- _ . OKE ,._. OH �y �,�..:__ ... ... _- WE ._..__- ONE OHE - � ---- / AGATHA LN-PARK RD INTERSECTION SIGHT DISTANCE (..10 SCALE: 1"=50' HORIZONTAL, 1"=10' VERTICAL 680 675 670 665 660 655 650 645 640 635 10+50 11+00 11+50 12+W 1Z+Su 13+uv iitou 14tvv I-FIr 30 JAMESTOWN RD-AGATHA LN INTERSECTION SIGHT DISTANCE - ---- ---------------_ ...-------------- ---- - _---------------- ------ _----------- -- -- --- - SCALE: 1 "=50' HORIZONTAL, 1 "=10' VERTICAL 660 15+50 16+00 5 7---E C�) i i . 0 0 ■ M. SHIMP a No. 45183 -*gill w� �IONAL W "y N O E Co 0 C N N O I- O O E E O O U +� E E -j O < Q Q c U 0 U q0000m(31 0 r� 0000 • ' 1 L10 Z V n Z D 0 0 0 W I J W Z Q a W 0 m Q J 0M Q LL Date 11/01 2017 Scale 1 "-50' Sheet No. C10 OF 13 File No. 17.014 - 'MI -1 ,-, , ,-i 111-1 � 1, ; ,1 11 i 1=11 II I I I I I I CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B TD-11 36"MIN 24' 8"MIN EMBEDMENT SPRING LINE OF PIPE (\`_/J NU. 68 STONE FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA w SLOPED AREA -'� z 1'-0" MAX 2'-0" PSI CONC. BASE RUBBER COATED STEEL NCH SLOPPED TO FLOW 11/4" V MIN STEPS (CAST IN PLACE 3'-0" MIN IQANNEL PRECASiT REINFORCED � �CONCRETE L SECTIONS 12" MIN' "0" RINIG SEALS 4 16" MAX__MINIMUNA ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5; 12"®RANCH FROM INLET TO OUTLET SHALL BE 0.20 FEET. \ DEPTH OF FLLOW CONCRETE VARIES FILLETS _' �? D' CHANNEL T01 BE o l q 2" 3/4 DIAMETER OF i CONTRIBUTING SEWER. a ` A FILLETED [INVERT FOR A SMOOTH 12" TRANSITION OF FLOP! BETWEEN FLEXIBLE CONNECTION NOTE: INLET & OUTfLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING WITH STAINLESS STEEL ALL CONNECTIONS T(0 NOTE W/ NO. 68 STONE BAND EXISTING MANHOLES SHALL LU BE CORED AND A FLEXIBLE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION " BOOT- " SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. o INSTALLED 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE PLAN TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN SHOWING BRANCH TIE-IN NTS N.T.S FIG. 5-1-A FIG. S-1-13 TD-25 TD-27 REMAINING BIACKFILL SHALL NOT CONTAIN4 ROCK MATERIAL LARGER THAIN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND) OR APPROVED MECHANIICAL TAMPER -HAUNCHING -BEDDING 6"max 4"' min -FOUNDATIOPN (SHALL BE REQUIRED WIHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S-3 TD-34 E E m M nu N E N \ E ti m v o w rn to \E �� a In ul 0 U Y -a- E E EV) W I I �a 01 v w m SV j 0 cy _ 0 aY o E o E o� o ECi 0 Y �r NuE ��N�� w In E z y v) w ¢ cow 0 o 0 ` va =E 2 o 0 E� E v\L? n 1`7F- N EI E Z d Utn u t O 0 F -7 z � E L2 cLE"vh goE �E of w \M d' CD cn ;t. o ;­'L to u w N u 94 N LL 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-31 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �� 4. ALL SE`NER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. II MAIN U SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION JUNC''TION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALIL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 110'f 10't-tt 5' _ 10,- 5' G WATER SEWER 3 � O 0 LOCATION OF OTHER UTILITIES CGAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 'A SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-i N.T.S. FIG. S-2 TD-33 FINISHED GRADE AIR RELEASE VALVE BRONZE GATE BRASS OR BRONZE PIPE -� VALVE DRAIN TO GRADE =1 { IF POSSIBLE _ BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE -TYPE "K" SOFT COPPER '--CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2' A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD- 20 45' max L PLACE 5' G.A.L'VA'IIZED WITNESS " POST `h17H 2 CAPPEID E3D,5 PAINTED BLUE Pi REMOTE AREAS v A$ DIRECTED, MARKER LOGATION MAY TIE 51,16JE(%TTO HIQHWAY D;EP.ART3•IDN'T APPROVAL 45', r max I D Max l• 4 I ° PLUG I FIf•!I'_,F{Ei3 ;)`tA:JE - I ° ( I 2 r j II Al),It.ISTADLE TRAFFIC RATED II VALVE BOX LID FOR ALL BENDS FOR TEE OR WYE FITTINGS u - WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. z rrun M c•.I ) BEDDING AS REQUIRED _ 19. - - - PLUG - I°I d OATE VALt'E I MIN Ml T T r SECTION -1-1 SECTION 2-2 f :ATER 1iI t LINE 1 - 1 25UU fa 5.I ' Ct)11LfiETE t ��, "X 2' HEARING AREA, THRU';T EIUDCK j �4 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD, (FEET) CU.YD. BEND L H T L I H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2 00 2.25 2.50 U.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.53 3.83 3.42 0.83 10" & 12" 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1 /4 1.83 2.33 1. 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES NOTE : IN (4,E%G)TE AREAS. VAL'•!E BOXE', SHALL EXTE,`O ,Ix (6) INICHE'S A,60VE URADE SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TYPI11-,t`=•,L vrr,\TE VALVE ALL THRUST BLOCKS. NTS CONCRETE THRUST BLOCKS FIG, 'Vi-S NTS FIG. W-3 TL1- H TD- 3 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL II INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4"Mi INITIAL BACKFILL 4'IMI UNSTABLE a" 8" a" e" SOIL�� M(hl.� MIN. MIN MIN. #68 STONE -~:GRANULAR FILL AS APPROVED BY ACSA S ABEY'SOIl MR Cl I STABLE `SOIL OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD- 2 FASTM A36 AND HEX NUT ASTM A586 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD -WATER MAIN VALVE fr � - 24" MIN v ) UNDISTURBED EARTH PLAN 4 (Z7�] ,-CLASS A-3 CONCRETE MIN 18" ELEVATION UNDISTURBED EARTH SSEUON NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN 1WO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY, CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 Top View v ` r 6" MINIMUM 4' MINIMUM NOTE: HYDRANT MUST BE a Q EQUIPPED WITH CHARLOTTES- C l VILLE THREADS WHICH IS THE LOCAL STANDARD. ° 4" MINIMUM Z� f(,LENGTH OF BRANCH VARIESO�,.,, [ 4.. 6' MIN 2' TO 10' 4.a (270') r� Q 4 7 18"-27" ALVE BOX J a STONE FT. �68 STONE 1 4 ' ' 5" GA tE 42"MIN '.'.' Y VALVE NOTE: RESTRAINED JOINT FITTINGS. � r "� _ 8" X s" TEE 2500 P.S.I. CONCRETE Side View BASE AND THRUST - - BLOCK AGAINST F UNDISTURBED STABLE 42" Minimurm SOIL' STEEL PILE �I 4. RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN a A HYDRANT IS LOCATED IN A FILL, IN ADDITION v TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. f Certification of 95% a I ( C compaction required d 4, L q NOTE Galvanized Steel Beam, r' . Q 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. t \t W12 x 14 (min. size) 4 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES ) J. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 3' min. penetration into und'istufrbed 45• VALVE BOX. soil , or as approved by the v 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. ACSA. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP II-11I�1 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF LE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. L TYPICAL THRUST BLOCK IN FILL AREA TYPICAL FIRE HYDRANT ASSEMBLY DETAIL � r� NTS FIc:TW_4 v JUST M. SHIMP > FIG. W-36 ..ENO.{ .�5183 TD-5 TD-8 1 �� 1 IONAL V �A II4" DIAMETEF AND VALVE WATER PVC SLEEVE THRUST BLOCK VALVE BMX M.J. FITTING-,\ 1lARIF"q ON-LINE (TYPE "B") i' eoMPFE55R' i . 314' MALE PIPE •.wJYUtt:o �rf I' TfFE ~;[FRETS ' ' { y F4R, t}Sfi ON ,Dk At'EC, 'IrOVA FhU0.Y _ FE51GEtITfat 5Ek41GEG OR OVAL KQIL:EHiiAL 1'x9'0' TEE J. PLUGS.'- . ti...f - tJr s'nEAT�a FiTT1H's< '"•.--....=^'t' / I/ 2 k ()OAL SERVICE L 1" 3/4' MALE ALOE Ci. KING 45 hNFr114EG 6Q111 -11 TIFF- 'Kr Sc i' WufFF7 w 1in t±F,F c:Ut bE7:,1.HE,7 S1:aCiE FAMILY f ff rega:,Eftn�,L ;iE»:vtl.'E P�iEtsE �r1 Iri+;tcAnwa rf MEa7 is tiot {S.2id!:ICEU.' SINGLE SID VICE THREADED COUPLING puTE BRASS NIPPLE AND PVC 1} {IC:I ES rI LL kE IS<EIa c)r, Pliv MPE. 'c> GAP -\ i LUBRICATE ALL THREADS \ p METER BOX (SEE FIG. W-7) NO. 57 STONE. 2" PIPE SLOPED ;/a nEt;a ca�PUt,, TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE' WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW --OFF ASSEMBLY NTS FIG. W-$ TD-19 FINISHED GRADE a TRENCH REDUCER ° Y P a t--2500 P.S.I. CONCRETE THRUST BLOCK --------------- - ----------.---- UNDISTURBED SOIL g 118" MN. PROFILE VIEW UNDISTURBED SOIL - EDGE 2¢" MIN. - - - OF TRENCH-------- -� e ------r---------- I '. REDUCER 8" MIN. Z n 4a 2500 P.S.I. CONCRETE THRUST BLOCK- MN. -------------- UNDISTURBED SOIL - EDGE ° a 24" MN. OF TRENCH i - NOTES: PLAN VIEW • NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 OVIIA WD FItd:31E9 ;R?AE ' bSETE?3 tax .tG' rtlN, - � L-I „""�•:�I--{ 4>J(x}72:ETtFr'- l 1 '...-stELER 5• : ,s;t NE8E33ARY I- E{TvMR O AN P.LA 2" LG44' SMNE ✓JI'ItET. V, T �'IfiN%l?A nigi2Ei91 `•:'....m ti,: _,:': c.'.ii` �:"a ;3+EG. ^¢r1;� Na: rF,* Afa:1E?iFTC TyP A\L, SERVICE LATERAL IN5,JA.LLAT40N (5/8" & 1" METERS) NTS FIG. W'?A Tip-1 l COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES 5/8"-1" METERS) NTS FIG. W-7 TD-13 665 660 655 6,50 645 640 635 630 625 620 615 610 605 600 Mw� PIN m b-, m ���Iwllll�l �ll�� 111 i� i li II i _ 1..r�M� 1�1-ILI Uri ■�iM Myz ����. ..11111111� W. WAS V-0.0m2 Ul W�IrAmpp-poo-. rllw W-0 • � I■■■�1'1111■ II 1 ■-� III„ I Ilfllll II III II ' IGI -:� �'' e� .rS�Y .11� • �.11111 uul�l 111 III , �: �1►1.��1 1 �I{ _ -I^�# 1.11�1_I_ Miss 4711 Miss - - ---- -- --- ax m NEI "t t; Miss ON wl Or r m all Oil MIN WHO SANITARY SEWER PROFILE: 4X-6A � { II I�II�I li { ■ II I I, I I ,II ,..• II _ �— 1�1 � �Iww I _i.� HORIZ: V = 1'=1 30' VERT: n6X III ■ ■ 10+50 n2C 4 4 3 3 2 oil lolls Mr-NME 670 HORIZ: I" = 30' VERT: 1'=1 650 645 640 635 630 25 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 '2SANITARY SEWER PROFILE-- 4X-7X C12 HORM 1* = 30' VERT: 1'=10' 680 665 20+50 21+00 SANITARY SEWER PROFILE: 6X-2C 640 635 630 46 12+50 ,77 0 j Smmp > No. 45183 4 C 100� -�"V�VAONAL 675 11+50 660 655 645 20+00 21 665 HORIZ: V = 1'=1 30' VERT: n6X III ■ ■ 10+50 n2C 4 4 3 3 2 oil lolls Mr-NME 670 HORIZ: I" = 30' VERT: 1'=1 650 645 640 635 630 25 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 '2SANITARY SEWER PROFILE-- 4X-7X C12 HORM 1* = 30' VERT: 1'=10' 680 665 20+50 21+00 SANITARY SEWER PROFILE: 6X-2C 640 635 630 46 12+50 ,77 0 j Smmp > No. 45183 4 C 100� -�"V�VAONAL 675 11+50 660 655 645 20+00 21 665 n2C 4 4 3 3 2 oil lolls Mr-NME 670 HORIZ: I" = 30' VERT: 1'=1 650 645 640 635 630 25 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 '2SANITARY SEWER PROFILE-- 4X-7X C12 HORM 1* = 30' VERT: 1'=10' 680 665 20+50 21+00 SANITARY SEWER PROFILE: 6X-2C 640 635 630 46 12+50 ,77 0 j Smmp > No. 45183 4 C 100� -�"V�VAONAL 675 11+50 660 655 645 20+00 21 665 675 670 665 660 655 650 645 640 635 630 625 620 615 1J , 660 655 650 645 640 635 630 625 620 615 NOTE: BMP'S MUST BE INSTALLED ONLY AFTER ALL UP -GRADIENT GRADING HAS BEEN COMPLETED AND 675 AFTER PRELIMINARY STABILIZATION ACHIEVED NOTE: CONCRETE INLET SHAPING (IS-1) REQUIRED ON 670 ALL STRUCTURES WITH A 4' OR GREATER DROP AND SAFETY SLABS (SL-1) ON ALL STRUCTURES TALLER 665 THAN 12'. SEE SHEET C9 FOR DETAILS. 660 655 650 645 640 - 635 - 630 625 620 16+15 STORM SEWER PROFILE: Al-,A6 655 650 645 640 635 630 625 620 A3 F,�a�l' 114 --- II M11"� 11111 I I I �II11111 I - � ■ IIIII IIIII�111 10+00 10+50 655 I I 650 645 640 635 630 625 11+ff STORM SEWER PROFILE: A3-A3A HORIZ: 1" = 30' VERT: 1'=10' C13 HORIZ: 1" = 30' VERT: 1' v 645 6 YB3 645 640 C C C3B1 -a (n d NN 00 .P...�.. Q65 ._ .. ........._... .._.. O ® _._...__...... ..� ca.. _ _.. ...__.. _..... _._ _._ _.. _. .._....... .. .. .. ... .._-.'� .- _. -_..... ........ ...... ....-.._.... a NEW 6RAOE .X. • �.__.. _ _ .. _. Q 4� a . �,............... _� pp O • "; _....-. _ ..._-... _._.__ ... _. .__..__. _<D _....-.... -.._ --- _ _ _ _ 1---------.-------.--.--- -______.__...__._._...._�......_.._.____ ..-...-._._-_..__...._______ _ N ._,.,..,,..,...,.__._....._....._ N 640 ,� J®y.Q......-....._.._.....�_-__.. _ _._-,...._... _._ .... .........._. _._.._.... _.._... ._.<CJ .._.._.._.. -..._. Z _..._.... _..__.... 640 635 E:�...�_�..�� .... ... .......... ._.....0--.._ Qj + ..-_.._.._ .-._.. ..._..- _...... _.__._ _-...__. _....._.. .-._._-_ ....._._- .....__.._.__,_.-.-_....__._-_-._.___._. ._._._._..___._..__._....._-..._.___._....._. .... x W....,.__...,.,.._._...__..__.._.........._... 635 _. 635 630 j LC4_....... .._ EX. GRADE...._ - -- 630 Nn 630 625 _ -- - - - - _.. _ ._ ..__ - ........_... __.........._.........__ ._ .... __ _ _... _ ....._ J ... _ _. _.. _._ ... -45. _._-_Mt�l.._. __.__ __.......... _...__._ _._.. _..... .. ........_......._,.....____............_...... __ _._......-.___ _---_- .-.-_..__ , _._. ..___--- --___. _ .__- _ _ ___ .. _.... 625 .... _.____ . __ _ _ . ,... ...,.. _ - ._..._... _...__ _._....__ . _ 625 620 _ _.___.__ .. _... __. .._ __ -._- _--- _- - -- __... .... ... __ _ .............._. ...,._......_....._.._ ._. _` .. _....._.._...___....-..�. _-____,.._...__. .. ........__......_...._ ,......_..,_.__ __.....___.._........_......_...____._... _..,,.. _ ...... _....._......... ........ _...__,....._.._._._... _ _ ......_.. _.._.........____ _ .._ __ _ - - - .._. ._.. _.._................_.._........__._..-._.,... ... ..._.... _-.. _.. ___ ..... __............ _. __ _.._.._ - ^ _.--..---- -- - 620 620 615 5 _.. 615 Nri . .... ......... 615 610 N tG w -. _._....__._..... ___.... ..__......--._..._.._....... ... .. _. ._. 610 605 10+00 10+50 11+00 11+50 12+00 12+5010 _ _............. tQ ... 3 STORM SEWER PROFILE: B1 -B6 soo - -- 10+50 11+00 11+50 12+00 12+50 _ 606 c13 --- -- - HORIZ: 1" = 30' VERT: 1'=10' --- - ----- 4 B_IOFILTER A OUTLET PROFILE: CI -C3 r1 HORIZ: 1" = _30' VERT: 1'=10' .. ......... Z _ _.. r _.. .. .. _.___. _...... __. _...___. .__ __...... _..__... ... .. _._.._... _. ... zz .. M _ �._ ----.._... _ _ _ _._. _.. _... _ _._. _. _ _.._ .. _ _ _.aa tica ........ _. _ _ _ _.. ......... . . - __.;._______...__. _------ _...__.. ... __._._._____._.._ _.. ,...� _..._. C PARATIoiv _. try.. ,. Q ._ .... __ . _ _ -- r _. _. _� _..__:... ---._. _ fla0w __ 3+%- hutLy- i nCO__- .,...__...__.._ ..n.G� .�F�.. ._...._ ... _ . _.... . _ ........ _. _._.. .... . .. . _ ._ ,...... .. _ .. M _.. ..__. _.�.-..�.._. �_^ t� .... __._ 0+00 10+50 11+00 11+50 12+00 (--5 STORM SEWER PROFILE: D1-D3 C13 HORIZ: 1" = 30' VERT: 1'=10' iE1 E2 E3 630 _ 630 625 - `- 625 ._._._.. _..___. __-_....._._. _..___._....._._N_. ._ NEW..GRAQE... ...._.._._�.._.. _ 620 620 __ __...... . _ ................. 615 7 615 610 _ _ 610 _. 5RI Eli 605 605 �..__ .:...... ... ... Z- _ _ 600 Z 600 10-00 10+50 11+00 11+50 6 BIOFILTER B OUTLET PROFILE: E1-E3 C13 HORIZ: 1" = 30' VERT: 1'=10' 12+50 13+00 13+50 Ditch Sections Ditch Lining Channel 10-Yr Flow Channel Channel Side Depth Depth width Slope 1 EC-3 10 0.34 6 3:1 Matting 2 EC-2 Matting 10 0.50 6 3:1 3 EC-2 Matting 1.0 0.89 6 3:1 4 EC-2 Matting 1.0 0.44 8 4:1 5 EC-3 Matting 1.0 0.92 8 4:1 660 655 650 645 640 635 630 625 620 15 14+00 Entrench r- Width -I ,Matting 6" TYPICAL DITCH SECTION 7 TYPICAL DITCH DETAILS C 13 Not To Scale 0 n 640 635 630 625 620 615 610 605 PIPE OUTLET CONDITIONS ANL' A 111111 N V LL' AN L• iJ CHANNEL L a 0% - - d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d =• 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. O U J S NW a No. 45183 o � 0NAL�� - I ado (MIN.) 'IPE OUTLET TO WELL 1EFINED CHANNEL I Pipe Outfali Q10 (Cfs) La (ft) Do (ft) 3Do (ft) d5o (in) depth (in) Outlet Condition Al 9.78 9.0 1.25 3.75 6.0 9.0 Flat B1 8.69 14.0 1.25 3.75 6.0 9.0 Channel C1 6.30 6.0 1.50 4.50 6.0 9.0 Channel D1 15.10 34.0 1.50 4.50 1 9.0 14.0 Channel E1 2.45 9.0 1.50 4.50 1 6.0 9.0 Channel OUTLET PROTECTION TABLE (OP Not To Scale