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SUB201700046 Plan - Approved Road Plan and Comps. 2018-02-05
I EXIST NEW DESCRIPTION - EX15TI NG CONDITIONS * DEMO PLAN x 125 TC TOP OF CURS ELEVATION C4 X 125 SPOT ELEVATION - SITE PLAN x 125 TW TOP OF WALL ELEVATION C7 x 125 BW BOTTOM OF WALL ELEVATION - OXBOW DRIVE PLAN AND PKOFI LE CO BENCHMARK C 10 - WATERLINE DETAI L5 STORM SEWER __,.._ ..._.__ .. RD ROOF DRAIN C 13 - 5TO KM P ISO E I LE5 SEWER LINE w. W WATER LINE H.a.. AAs GAS LINE „ _ ._....._. OHE OVERHEAD ELECTRIC WIRE HSE UNDERGROUND ELECTRIC :fl -,..... OHT OVERHEAD TELEPHONE LINE ,, ..,...__ UGT UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE _ .... _ VACATED PROPERTY LINE BUILDING SETBACK _-.-' ( DRAIN INLET (DI) y£ (DO SANITARY MANHOLE u. C PLUG ..a ® WATER VALVE & BOX A FIRE HYDRANT ®"" WATER METER �--® LIGHT POLE -a UTILITY POLE SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT _..._................ -_ WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT -., - TREE LINE _._ FENCE STREAM PH1 PROPOSED 12— ry - 12 µ- INTERVAL CONTOUR r; 00 —00— INDEX CONTOUR -2 CG -2 STANDARD 6" CURB CG -6 COMBINATION 6" CURB & GUTTER NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ROAD PLANS FOR � JZ �iNW"Z CHE5TERf IELD LANDING F HA5E I I �V\-/w �i ww V 5UE)20170004G Imo= '' 0 TAX MAP 56, PARCEL 35V)Ld WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA I�4Z U) IOW VICINITY MAP SCALE: 111=2,0001 IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C1 - COVEK 5NEET CONCRETE PAVEMENT - EX15TI NG CONDITIONS * DEMO PLAN C3 SIDEWALK C4 - 51TE PLAN RIPRAP - SITE PLAN <........,. ASPHALT C7 - LAN D5CAPi N G AND 51TE DETAI L5 GRASS - OXBOW DRIVE PLAN AND PKOFI LE CO EC -2 MATTING C 10 - WATERLINE DETAI L5 EC -3 MATTING - 5AN ITAKY DETAI L5 AN D FKOI=1 LE v WETLAND C 13 - 5TO KM P ISO E I LE5 C 14 to �o PARKING COUNT C20 ■ ■ CROSSWALK - DRAINAGE PLAN HANDICAP ACCESSIBLE AISLE ZEN CG -12 1 ( HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ROAD PLANS FOR � JZ �iNW"Z CHE5TERf IELD LANDING F HA5E I I �V\-/w �i ww V 5UE)20170004G Imo= '' 0 TAX MAP 56, PARCEL 35V)Ld WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA I�4Z U) IOW VICINITY MAP SCALE: 111=2,0001 IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C1 - COVEK 5NEET C2 - EX15TI NG CONDITIONS * DEMO PLAN C3 - 517E OVERVIEW C4 - 51TE PLAN C5 - SITE PLAN CC - LANDSCAPING PLAN C7 - LAN D5CAPi N G AND 51TE DETAI L5 Cv - OXBOW DRIVE PLAN AND PKOFI LE CO - OXBOW DRIVE PLAN AND PKOEILE C 10 - WATERLINE DETAI L5 C1 I - 5AN ITAKY DETAI L5 AN D FKOI=1 LE C 12 - 5AN ITALY PIZOEI LE5 C 13 - 5TO KM P ISO E I LE5 C 14 - 5TORMWATER MANAGEMENT DETAILS C- 1 7 C I e ST A (' F 11 ERCD51CDLI �,�� I n-�IJ: C-CDk11RQ1 P-1 AN - MOT PLA D ETAI L5 C20 - MOT PLAN D ETA I L5 C21 - DRAINAGE PLAN SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION o JUSTIN M. SI4IMP > VNo. 45183 PROPERTY INFORMATION ��SIONAL OWNER /DEVELOPER: SM CHARLOTTESVILLE, LLC 200 GARRETT ST, SUITE B CHARLOTTESVILLE, VA 22902 LEGAL REFERENCE: DB 4968 PG 476 AREA SUMMARY TMP 56-35 ......................... 17.70 Ac E E E DEVELOPMENT LOTS ................ 8.37 Aco o E E OPEN SPACE C 0 PER 4.7(C)(3) ................. 1.20 Ac �' c`n Cn NOT PER 4.7(C)(3) ......... 7.37 Ac Cn v ; Q DEDICATED R.O.W .................... 0.76 Ac CD o 0 0 0 TOTAL DEVELOPMENT AREA ... 17.70 Ac 7� 6 0 0 0 CL o 0 R-1 DEVELOPMENT DENSITY CALCULATION: Standard Density = 0.97 DUA Bonus Factor 13.4.1 = 5% = 0.048 DUA o ® 0 0 Maximum Density Allowed = 1.018 DUA °' `" `" " " 0 o�m� Permitted Density = Development Area X Max. Density Ln co r -- CD 0 0 17.70 AC X 1.018 DUA = 18 Units > Nr�d- Note 1: A 5% is allowed for provision of significant landscaping in the form of street trees with a permanent easement. BASE INFORMATION SOURCE OF BOUNDARY SURVEY: ROGER W. RAY AND ASSOCIATES BOUNDARY SURVEY DATED 04/20/2015. SOURCE OF TOPOGRAPHY: BELL LAND SURVEYS AERIAL IMAGERY DATED 03/29/2015. FIELD VERIFIED BY JUSTIN SHIMP, P.E., ON 05/03/2017. BENCHMARK(S): NAVD88 0 WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY- SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY T Z THIS PROPERTY IS ZONED: R1 - RESIDENTIAL MINIMUM BUILDING SETBACKS (SEE SUBDIVISION NOTES): Z FRONT: 25' SIDE: 10' REAR: 20' L SUBDIVISION NOTES Z 1. Proposed lots 26 through 43 each contain a building site that complies with O 0 section 4.2.1 of the Albemarle County Zoning Ordinance. 1.. 2. To the best of our knowledge, there are no places of burial within this site. 1 3. This site does not lie within an agricultural-forestral district. V 4. This site lies within Lickinghole Creek Water Supply watershed. LIJ 5. The stream buffers shown hereon shall be managed in accordance with the+ Albemarle County Water Protection Ordinance. I1 6. See map for limits of the 100 year flood hazard overlay district per FEMAA floodmp #51003CO237D effective 02/04/2005. r 7. A 10' Side Setback is requested under the provisions of Zoning Ordinance Z Section 4.11.3. O TRIP GENERATION 0 Proposed use: Single family detached dwellings, ITE code 210. Oxbow Drive: 18 dwellings, projected ADT 180 trips/day PHASING Z This is the second phase of the Chesterfield Landing project. U. Phase 1 was approved in SUB 2015 00111. 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" . . . . . . . . � . . - . � � �", �, ', ____ - ... . , , �'.*.'.�_-.-...... .. ,....,.,.*.-.�'."......'.'.-..,.".,."..-.,.,..."".,�, . . ,_ .. -'�,.,. - �,.,. - - -.' . . . 7" . . . . - __ - , , , 11,�, , , , . . - . . . ... - .. .� . ..���."...�,,�."".."...�.'.'- . " ... - - .. .. - .. . ; - ... .. .. . ,:'. � . , . ,. .._.. ... . . "" I .. . _ . . . ..- . ... . . , .. .. � .. _ .. , , :,.:_ ,';�'. .. .., � � � ,.".,."....,.,.-...,..,.,".-.,..,.,.....,.-"�� ...... . , - - __ __ -1-1 -11111 _ - - - __ __ _.. ... � .. . ...V�. -'.'.*.-.�.'.'.--.'.'.-.'�'.�.".. ..."..;.... - ".. 1. . "Ill - _ - LANDSCAPING REQUIRED: �-,.-...�, .,. , . ... , , . ...., . '.'.-.".'.-.- ..'.... - 4. � __ -, �O I. - . , .". ,�Ii-*-1'_, .. - f - __ __ -11, -1 ... - ......".. __ .- , "? . "'. - ... . .-.-.."........,....'�,�.....,.."...,,�.. 11.1'-'_-.i, ,.�:`. .'.'.-�'.'.--.'.'.,-'..',-'�r,.- - - - "I" __ -11-1 _ I-- 1-- I—- I I_, ... I- . ... _ .. . �, . , I _1 - _ - � , . - .__ '. , ., -.'.'.-,,-.','-.'.'-,'.'.'-.'.'.'-,a,.,...,,".. ... ... - � , - " - .. _ X. "'. .'.'!.. . - 1. � � ,� -1_ . . '. .. . ....el". - ... .1._...�..._'.-..."'- ,�":,.* * , - -, , ___ 1, - -_ - '. , , , " -- --- ....'.......'.... .. ..............-,.�.-�- ..�..."......,.,...,.,.,.-,t,',-.-.'.'.--"i ........ ` , i,� / � I _ _-, ____ - , ' . -/. .. .... .. " - _ ,� "I - � , ___ - __ 1-1__-_, � -111, __ __. _ ,--,-. I—— -- . __ _ 20% of Total Site Area of Canopy: 771,038 SF * 0.20 '.'. - '. *, ". '. - '. -..,.",�.'.'--."--'.'--.,.,..-...�.I.... . . - " � - ,-- __ 1.11`�" - - , ". *. *... - . ,-. - '. .,.,. ......*....,.,..,"".*���'*-."*. - , ,,, " . ", ,/1 11 / __,, __ � ,1 11 1- --- -.,- - ___ '11, , . "I .i,. � .. .. , . , . I" , - 1_� ,__ __, -11 � "�, "Ai // / i"', �111 1. -1- -.1 _11- __ ___ _ �", "I I 11`1 / I _," I,- -1.11 11_-_ __ __ z__ __ "" - -1-1- ____ _ _____ -1, _ _'i / _ ___ _ _:_ -1 I\ ", ." �, _', -__1 -, �� --- ----- � -1-1-1_11 - ___ __ � � - = 1 54,208 SF 1� � I / I � � _71 - - ___ __-, __ 12 2) 11 , , __ _111 '11� _', 1_� "'�_,_, ,,, 1�`� I X, , �',_______ - ',,,- ,_ _.- I—` __ 1'/� ,/ / 1�11', 1-1-1- -1-1 . .... ... � .... I— - 1. -11- _11 �, 1'� __ ___ I \ 1� ,�_ I 11 __ _ � Street Trees: 1.5 -1.75 Large Shade Trees (11 ___ 1; I -1- __ __ __ -, ,,� 1/ I __,. __ ___ _� -, ""' 1-11- _ _ - - I "C' - 11 _1 . _1 �, " - __ ___ , -, - 1. �� 11" ,-.- "I __ , __�,, �"11 11 �,, Z, - - -"-. � - _111 11Z �", __ 1.1- -1 _ _ ___ I—- 1Z, ,_ __ �� � Along Available Road Frontage NOTES: (-30' Each Side of Radius Return Per 1. Contractor to apply mulch bedding around all proposed trees and shrubs. VDOT App. B(1)) @ 50' O.C.: 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained 1,754 LF/50 = 35 Trees at, mature height; the topping of trees is prohibited. Shrubs and trees shall be LANDSCAPING PROVIDED: pruned minimally and only to support the overall health of the plant. Total Canopy Area: Existing Canopy 3. Proposed slopes steeper than 3:1 shall have low maintenance ground cover, = 357,127 * 1.25(Canopy Bonus) = 446,409 SF specifically periwinkle or equivalent species. 13.404 SF 4. Street trees shall be located 3' behind the back of curb, as shown. Total Canopy Provided ZZ 459,813 SF Street trees shall have no branching below 6' above grade after planting, 40 0 40 80 120 Along all planting strips, the area between 2 and 7 feet above ground shall be maintained I 0 E 0 E I E 11111111111111111111111111111111111 free of any obstruction that may block the driver's view. Scale: I"=40' - MEOW ----------- i All trees that are damaged as part of extending Oxbow Drive shall be replaced. All areas with slopes greater than 3:1 shall be stabilized with periwinkle or equivalent species. New Street Trees Provided: Oxbow Drive = 23 Trees Crozet Avenue z-- 0 Trees Existing Canopy = 46.3% Total Site Area - Plant Symbol Planting Type Botanical Name Common Name Min. Col./Height y SF Q) E = Q) Z a) 11�� 0 Larcle Shade Tree Zelkova serrata "Green Vase" Green Vase Zelkova 1.5"-1.75" Cal. 12 350 4200 (3 Large Shade Tree Acer x freemanfl "jeffersred" Autumn Blaze Maple 1.5"-1.75" Cal, 12 397 4764 rjln_ - U. - Large Shade Tree J Quercus palustris Pin Oak 1.5"-1.75" Cal. 12 370 4440 -< ( TOTAL SF: 13404 0 :i '6_1 �- 0 ,�' - 0 1:�j LO . #*#� - I 0 rl Z C N F)� 14_�_ N W ��,,,, �� � W I Z K) 0 F1%" I Z �� � W �_� .. I 4� ( W 0- �11 11 11 tIll 11 11 11 11 Z :i 111111111%00 I 0 - 11 E 111i _�� I 1��- C V) - 0- 0 __l Z r-'r I Ii - 0 I, ,�� D �� - -) I_ �� �E��� ,�7�-, 1 N 0 �t G) CA N W r�- F P ��_� < �"I `�� - > . D _ 11-� V) Lj I _j C �,� _: _j �V,-.4_.-4 i_, V) 5 ` _ W 12�' Z W �_ H"I � I- � �_ � �_, I �_� > 0 W _j Ir � �_ < 0 I 1�_ N 0 ( " �,,�N� �� - -; . 9, / �,, t� _N �_��-,__ �,� ' I I I----' ,:� / _,�l �_ I JU-STIN-M. SIJIMP > / , M, I 1�/ 'Ic. 1,N 0. 4 5183 �0 I '-, a "� - _(1 1 64 V'�IOJNTAL lo�� �� V) = U) =_ 'J, "' - 01) E Q) E = Q) Z a) 11�� _�' = U U 0 U 0 (-) 11-4 >- �> .9 �-_ �_- -< -< ( .0� = =3 0 �� CO C-) V) C-) , ,� C) V) L) U -< -< ?� a) C-) 0 0 0 0 E� _U C-_ _U _U C _U C_- 11�� 0 ,I)- C-- � 0 CL 0 0- I , co Q) - C, Q) u) to 11�j Q�� cjw� 00� 00� C-4) � - - - r-- [-- [-- r- 1� le� lz�, (D , CD LN - C) (N - CD C-,� - CD C"I 1-� - L .jn � f �'� _ �- in - C�'] -:, I 1101-11--- Q) 11:�:,� � - � ""i "� t�� �� < Z tm I �) 0 1 Ir 0 > Z IN >_ � �_ I � Z Z I I :) 0 111, , 0 1 1 JO N �_ ( I 0 �.w :) Uj rr .j �_ 11 0 < Z 0 , 2 0 LU AA J Uj < .j Z < LL Q Date Scale � - 1 "=40' Sheet No. C6 OF 21 File No. 15-006 �SX4 ---_-._. WP -a I APPROACH -. RRSTGE A.BU'MENT tl--c.__.-,_ SLAM �� �`i -I 2- I APPROACH -. __.. - _-� BRIDGE ABUTMENT � PROLAB - --- -�:"„_ - I METHOD OF WIDENING X2 --- I � APPROACHES TGJ DUAL STRUCTURES (WiTHOUT APF'ROA6H SLAB) ,WITH AVFR4A,CH $L,A.81 X - `'` -- - -- ��.D 3,DE-SSSS- H $R''1% A'P'ROACH SLAB ur-Gsi ___ I CLEAR NORMAL 22APYi,SY_ fm TV _.. _ "t, _ „-, . - , e . 1111, :. ,m_ _ - . - . » . - -„Y• . -1111 ., . . - m - -i.. -B - PAVEMENT: OF BRIDGE WIHIH RUN -DIFF SLOE BRIDGE WHEEL GUA.R4i...-..._ _._.. x1 ..-- _, .nm _ � - 1111.-. �- - 25X t 11_11 - Y5X �CWiTH APPROACH SLAB) _ <_ t {WITHOUT APPROACH SLAB) NOTES CHIN FULL SHOULDER WIDTH BRIGOES, NO WIDENING IS TG BE PROVIDED, X, AND X2 = AMOUNT OF BRUCE WMENING PER SIDE 1AW MAXIMIDI OF IF BRIDGE DRAINAGE APRONS ARE I'F"RED THE PAVEMENT WIDENING IS TO UE APPLIED AT THE END OF INE ORAINAi.E N'ROtt FARTHEST FROM THE ABUTMENT 6AGKWAL1. RUVEKZ METHOD OF WIDENING BRIDGE APPROACH PAVEMENT NONE VIRG#NIA DEPARTMENT OF TRANSPORTATION 303.D1 SL -1 #5 BARS Q V' C -C TYP. M5 BARS 11 e"C C TYP. I I I I I I I I-_ I A I I I A I A B �: TT B I 11 1Ir IT 30" DIAMETER J -L R J �� 1 ! ____ r 44 1 1 1 1 1 I --T ]j jj 11 1 1 T�( I € / ... PLAN WALL THIICKNESS AND VARIES PLAN a CLA55 A3 CONCRETE CLASS A3 CONCRETE !;- SECTION ECTION A -A SECTION B -B NOTES: SPECIFIED IN THE PLANS SLAB (SL -D IS TO tE USED ONLY WHEN 1_ ONE HE DRAIN SAFETY DESCRIPTION. FOR MANHOLES 4N THE DRAINAGE SUMMARY SHEET AND H THE CREATE JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE SPACIt•k OF ADJACENT SAFETY SLABS SHALL BE B'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. SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. _ # 5 BARS R B" C -C TYP. CAST -IN-PLACE CONCRETE TO BE Y BE CAST -IN-PLACE OR PRECAST. '4. SAFETY SLAB MAY • .. .. , . CLASS A3 (3000 PSI), PRECAST CONCRETE IS TO BE A4 G4000 PSD. REINFORCING - STE0. T4 6E N ACCORDANCE WITH AASNTO M31. • f .; F--'#, I. e , - 30" SQUARE. WHEN STRUCTURE WIDTH IS 5. ACCESS OPENINGS MAY BE 30" DIAMETER LL OU LESS TNM! 30" THE ACCESS OPENING SHALL. BE RECTANGULAR (STRUCTURE WIDTH BY I Id 30" LONG). TYPICAL PRECAST UNIT OIN 1V°�'- TYPICAL CONCRETE SAFETY SLAB FOR QROP INLETS, SREFEREN E REFERENCE ROOD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 I REVISION DATE 302 106 .44 VIRGINIA DEPARTMENT OF TRANSPORTATION WP -2 ADJACENT TRAVEL LANE. ASPHALT PAVEMENT WIDENING 1P EDGE OF EX!SING PAVEMENT CAS DETERMINED IN FIELD) 'TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING -ASPHALT LAYERS A PROPOSED ASPHALT LAYERS FROSTING SUBBASE--____-_ PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL EM REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I% INDI THICK ASPINALT SURFACE COURSE (SEE NOTE 5) A MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMIPJED BY CORES (SEE NOTE 3) NOTES: r , F '' . F R PROCEDURES AND BE APPROVED 8, THE ENGINEER 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT L'ES'GN IN ACCORDANCE Y{ITFI CURR_Ni VDOT P � R STN 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING ',HALL',HALLMEcT OR EXCEED THE DEPTHS AND TYPES Q!= THE LAYERS OF E XI N^ PAVEMENT.., Sl FACE DRAINAGE OF HE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. SUB 1R T T , A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE T') DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. 1HESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF iI/z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY ,HE ENGINEER. TT IE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. - - - RESTORED SUBJEC"F TO THE APPROVAL OF THE ENGINEER. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE 'r. FINN- TRANSVERSE PAVEMENT FIE -IN SHALL dONFORId TO THE REQUIREMENTS OF 'SEC [ION 315.05(0 OF THE SPEGIFICAITON9 EXCEPT THA' ALL JOINTS .AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE 4N ,,ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07(W OF THE SPECIFICATIGNS. XIID ASPHALT` PAVEMENT WIDENING RS R" ROAD AAPS BF€IDGE STANOAdYDS W' -'-E ai O i REVISYON DATE.. FOR WIDENING SUBJECT TO TRAFFIC 315 303.02_.- VIRGINIA DEPARTMENT OF TRANSPORTATION ENO SECTION 1219 - 60" PIPE 64U0. ENO ON CUTLET FNP,SLC1104S \SPIGOT END OH 414_ET xNR-SECTIQN \ X ____r -•-' XJ X �� ,t� I� _ ; J GGNURFTL TO QE ' E 4G.r-D R-,; tdiMlh(;!4?' PLANT � 1 DIAMETER C R ' `C} PSE _,>-E AA-P'b,T r; " --PAF! CCR 5€EFL `"-_.. p e. 13 NEtNT . I _.m..,..._ - - 1 i _ Q,_ _1111, _., x � I Ta 1 _ f _ �S" ' I D I" E � ,._....-_-_...eAY LITE --1111..^--' SECTION X -X END VIEW ALTERNATE ENI SECTION 12" _ 60" PIPE Es` N - NI`13_END ON CJ C..T \D SF 7"Q^NR HDSL,, It END GN NLET LND S C?-IONt X X 3 r� _. 1111.. ,..� . _�__-_ I � CQNCEd TE TO BE .-_- E 4C£rQ P:>>; hYIN .,+UM PIAN _ �-• J C B DIAME TER t7F PIPE; ,RD ---`�--� tk- f STEEL FABRIC REIN-'ORCEMEN-1 ....t -I-..._....., .�..<_ r, 1 ft B 1 ...,e. »...-..__. (} __�.,,» >.",..w .,S.. _ ...11_1.1., L .- . ...._,o^ � 111 ------- PAY I, INE , .m, „_ END 'SAiEW SECTION X -X � - @ `� END SECTION DIMENSIONS - aT,M``:LYARD MN -1 END SECTION DIMENSIONS Pipe Y PIP_F Diiti'.3TER A B C F FRAANE 5 COVER I E TDF' OF M,V„C,NRY i`5 Ttk B€ LIFT F PIPE }"A11FT-R A a G I 4,. 'a ,G, 21-011 a u" D' 12" l2.' 4,.,.. 4 _p. 6 - I, E 0,,. 6,-I, �1 � ly' 6". 2 ' • �,_ 4 ;y.. 2.�Ot; .. -. 11 11 .11: ,,3.: ,3 _ 0,- 2 .. IIs• ... - _. _ Y RAOe BY Tk USE OF Vr3RT ,R >;:'? {S" `?,, 2` '3" 5'3' 4`0" U" OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL 111.1-s' 15. B„ 2. 3„ S-1111 6. i. 3..0" BRICK AS CIREC,FlR BY LORD ENGINEER. t 6 ?1" 9 - H-' G 1' S t' .. $-` - :"' B' 7, - ,1" 3. - ' FS : ` T"-s"a 24., g „ 3 7„ G„ I''!, 2 O" 24' 101, 7„,. 2',13' 31 ,y, 4' ?7", n: -' 477 ;I -1" 6- 4 _Od 27" ?O/" 4 13" ; ". -I.7',• 4-15j' N I 1 -0" 4 1-7 : 6 S I)" ,MI F SR MIN UA WIRE OR GALVANIZED STEEL W E, IM R CIAMEI ER 1,03", NUMEE}t 4 MESH HARDWARE CLOTH ASYROCTU FIRMLY TO THE OUTSIDE 3O" ,-O" G" 1 yr, 8 i 0„ I a: ' L `'-F -"' ,n :33" 1 Y -„ < 1O" 2.31 ,. , 5 &., ORANAGE LAYER, THE BOTTOM OF THE CURB t3,. I... y J,: 4 i7°-.., 3 ,S rJT B t " " 6' _ 36" 7.3., ,. 3 )D B r1 O`: ' I � O:N , AJUA.%tU T-Mz,�2 ° MAY SAY 35" P 3" 154-3" 21-10y,," 8 I k"- ,-O1 TO THE SLOPE OF SUBBASE COURSES W 4'r'.' 1- §•' x .•: 2 y. ,. ,.-Ill (11-6 1 AND TO THE DEPTH OF THE PAVEMENT. V-6" 42., ,,,5, 5 3:. 2 V' 9 -?. 61-111 - -=-<- ,HE ENGINE�1, � 4B•` 2::0,. 6. C1, 2, 2" 8 2. 7.._.0:, - SECTION A-14 4. „ 2.0,+ B .O,• ry 2„ g, 2, 1 _G, rD.sT 1 -'` 0.4^ 2 si' 5'E„ 2,.9 ,. 5 2 „ u 54, 2-3'' F al - 7.111, &_.4„ 7_6„ fab" 2 =t" P.,4` 3'-3" BI -311 .' A q; 4n,. 2-fi" 5 -ti" 3,3,E ;,_3„ B._G„, A Ort' .� €, A PRAE 11 .,L_t:`. H _� _��._,......_.,,:' I ......_._.., PAY LINE ......... , SPOOL DER _ � Ga ,,,,-,-, -' `'^`-� - rCUi, VbiiY�`fr ''•":tea. SLiOPE DETAIL_. NOTES. P3'E LE` G H� SHOWN ON PLANS ARE BASED ON END -SECTION D 31GN it vWN ON IK LEP T` IIAL CONTR„:_10R ELECTS 0 USE TK ALTERNA E DESIGN Sh,c'WN CN OHF, RIGHT, LENGTHS WILL BE DCrt:E'DY "NE DIFFERENCE IN G4A£N.�?t3N `G', SPEC,",.FICATION REFERENCE FL.ARE[� END -SECTION M # # # �'�y �+ �'y .PIPE CULVERTS FOR -60 CONCRETE - -c., REV: ill, YIRGIx?a 1F,.rARTMtC«I- C1`s T'fc{dNa,.OeiTAP1t7N ,.,�.0, r, m- :U2' q i 18.0'- 12' CLEAR ZONE I, 15.0' 15.0' , \ 9.0' 1 0,0 10.0'- PARKING TRAVEL TRAVEL 5.0' 6 4 _- LANE LANE 2.0% 1 l'2.0% 2 _ u. "7 - -1111.. .. :,..::: -.- - ..... v�.n .. _1_11:1_ __1111 wk �,., _._:. .-1111_._-..M:,„.. : LANDSCAPING VDOT STD UD -4 SEE DETAIL 1/C11 (TYP.) STRIP, TYP. 4.0" CLASS A-3 CONIC. 1•" SM -9.5A ASPHALT 5 SIDEWALK (TYP.) 10" IM -19.0 ASPHALT VDOT 21A (TYP.) DOT 21A ( ) 6.0 VDOT # 1. PARKING ON ONE SIDE OF STREET ONLY. SEE C4-05 FOR DETAILS. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. TYPICAL RIGHT-OF-WAY 2 CROSS-SECTION 1"=10 HALF PLAN VIEW 'v1=-} SEE ST.M*4DARAD S� -1 Fr R APP::G,4CiITT OF SAFETY SLAGS L � - @ `� F - aT,M``:LYARD MN -1 , AOI � Pipe i FRAANE 5 COVER I E TDF' OF M,V„C,NRY i`5 Ttk B€ LIFT HGL I Pipe I � SUFFICIENTLY uxY TO t tf4:l PROF ER SUFFICIENTL Cl CTR FlNAAITRE1FRAMP TO - __. - .. -. 11 11 ,,., ., _ j% ._ _ ...�- ... - _. _ Y RAOe BY Tk USE OF Vr3RT ,R >;:'? Lli =t, ak No. OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL 111.1-s' m BRICK AS CIREC,FlR BY LORD ENGINEER. t 6 BE PAID FOR AS RADIAL COMBINATION CURB & Material ,t$} SI©pe 0 E.25 - ,MI F SR MIN UA WIRE OR GALVANIZED STEEL W E, IM R CIAMEI ER 1,03", NUMEE}t 4 MESH HARDWARE CLOTH ASYROCTU FIRMLY TO THE OUTSIDE 4• FOR USE WITH STABILIZED OPEN -GRADED I a: ' L `'-F -"' ,n - &„ FL•4T SLAB T{)F AS DETAILED D _ ORANAGE LAYER, THE BOTTOM OF THE CURB D4DI-3C _ I" I ...s..I ' �%rry r>I - ^ I � O:N , AJUA.%tU T-Mz,�2 ° MAY SAY Ail REINFORCING STEEL SHALt €LAVE A MW_ TO THE SLOPE OF SUBBASE COURSES W �' I `��"- SUB5TI(Ui E7 FOR TAPERED SECTION YYH'=N APPRG"VED .?"` AND TO THE DEPTH OF THE PAVEMENT. V-6" 2 -=-<- ,HE ENGINE�1, � 2J OC1 HALF SECTION A-14 3 rD.sT 1 -'` 645.78Iiii ;'w1 -N : RAME ,&ND GORIER REMOVED) A Ort' .� €, A SHALL BE SR APED WITH CEVENT MORTAR Ti) BRICK 3 6, CONCRETE 1 ---� �.."" - - .� 106.49 a 0.94% D2 MH i r h 645.30 I , 7., wI .......,:t -`-,. o n D Q . A 8. 6' NOTES; I un may. _� '•""'�''= '1111... 1111., ..- ® NF V'•L 4:i` .$.- / 91 0.81 a/a D1 LQUAN'i =ESN 11HOWN ARE FOR VA,YHO L., x` - - . / 645.00 GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 158 WI HIOU f1plLs t AMDJNt :5rI..ALLJ W', > MINIMUM DEPTH OF 7" 5.90 S 16' BY PIPES MUSH BE DEDUCTED TO �, Qm _ =..T,"" - - v[ _ TABLE .,r O QUANT TES OBTAIN TRUE QUIN11 ;TIES. k^e ', _ � D„- '-.:, SPECIFICATION 4 " J" ?. A EASE TG FS OF 9 USE:l IN ,;< :� .-. -..�,... E9 DI -313 CONCRETE CII COMP) OIG .,..NCR . O+< ti -k OEs, N71T ti T 6 1 .88 4 ., I !7EY'TH aRreu`K MA.N.H''L= +RA1N;Qy 1'-211 s7 3 1, @S" r CONi'H 3' R AI O E R EACH M NT „,N z O Dt I" 0 C DEPTH, At" T'fiNA. FOOT GIF . c. ;/ •. 1 4' !'FEY i113ai 'AN`_'S CU vnND Gu. YMO- 8 CUII" r•CONER , E "."'"'" 4 0:'T L` 785 1.4 7 4, MATERIALS MAY HC DR C k CA U E_. OR - .,, ,O^vflt , b 99 AFPRUVe7 f„'ifs,Cft L?A ".>ihDiF P:..O:.,::. I +.�"�.1 9 4• 7 0,11 1.,0 U.7ii' 0.78.:1 ' 989 2.223 K- IT 6 CK ARE OCH (CIC M,MKtJIA THI KNEE OF Sf4M 1 TO EZ 5", ✓I_`' Iss 'a P a 12 C.7d-. 2.A65 U`P R THI KINERNES ARE TU 'CNF GR4S ,., ..:_...q .�- -.-..�::.�• ._F .:-.-.I , 9 - 1,4 0.7,1E 2,747 . ,_kf'...3., _ItONF« FOR TO WFm. TtYI" ^CN RFTF. I I Q.. J M?E_ x Y.:. IHFK:. -c. f I 1J' 4�-t1, 4rL:. 4. YEa '1.6 0.7X5 3.009 N('H tl} 'EG?MLS , 6,ALL f"0 t ., rO b L hi i ---------1 tt t.'A 0.970 3.495 3 '2" 4 15 - SECTION BSB to 2.970 A. _,Al?3j 7 - WHEN ,31"i ON ^!A4 'FIE 29.00 15 d -.QJO A,i79 INVERT 5 70 BE SHA -ED EIRICI+'A G.QNC:R'f TE OR M }'.a 39.0 ,4: 5''ri ACCORMANCE WITH STV AR 15-1 f`:t 'GST CF A10 PiA1HE hlG 4 f7 -B" ieON RETE GtL Q'4rK 15 .9.1 = D D 4.943 A.t MANE NRHQE Te, AL,' TING}Q M1:'iPL TG 'Y,E 2;6 6.6 1B. 3 4 ",9 0 a2n SHAPING IS TO 13 "=D i) IN SHE GiG` 605.11 ti- 4.'? 5,177 B. PRIDE FOR THC S1RJ4`LTFIF, 6 1 9' 14RFTA4Nr a,s- - a.Oa2 HDPE s EC"'I'llIwN 6.64% E3 MH -1 2'-91' 590.53 VDUT .1.1{`Ea b 7" MANHOLE FOR 12" - 48" PIPE CULVERTS 8 i -9" 5 11-11. ROAD AND BRIDGE S:TANOAa`7()"J 1 REV1151{P.N DATE I SHEET 10F 5 302 VIRGINIA D{r`A;T14VgT OF 1'R,WSPC?Tl AVON E2 MH -1 N-9" 587.39 6 1" to 6'-10" 5 5 -7" 05, 01 IN'. tN; ISI I GCi u r A - i - -- - NON -TRAFFIC L'_� L❑ CONDITIONS -." --", r --y A I`(D{--�I100110C?,� ` A f \\\\ 1t. O, 4,. T, j RFT€BRll _�f na 1 t)P Tt(kiA:- _"". t t _9 _P tII 11, _ A;` PLAN T� zz'• CIA, SECTION A A I�� WA E NED /s' INA i"4'-� 24 -. - +• (�QV�R 82LA,. DSA I � I *R 1FF Ic _ MACENYaED gy. -- A . L E I11 0 L�p t 6. 20"' GIA. I /- I �'•' \". C I'"' El t 6 /" ._�-.�_ } a�_11r Lam_ -f'4 LEY-'i'ERiNt3 I+ _! g' -`I �g t`,-, _ , � �L"-? �I" } I - JFOP:1?NA!. --^„^ �L7,4-J I�}` L_! Lt r 24' 0<A -) r• 1- ❑t' 3,1^ DIA. �-°� (``''� o�i COVER:G. A5 LIT +,It LJI ti -J V £ CT3'dtifi: ID'S 165 } \ SN,. FRAME TOP tJTi1EPI GI',VER A OR 3 MAY BE USED Wick FFA4:S. y 2a"eA I I 1 111 __- / ,_-,_-� j. , 11 rVACHINED - I ye- a°)�.Aa j ' �-' * , SECTION A -A SHEET 4 OF r: REFERVIGF STANDARD �.AH ISE FAME AND COVERCOVER Mi*"SI'f 0 ,4 2z- Rr'd'. 7t 2 D 3(72 V';Rt;ItiXA 4iEPt-R'Mr,N I' OF 1'RANSI?pR^A1'C✓N .148,UA ::E= 3C EAPANSION 1=EYED z, 10'" FOR O£T.afL,S CIT INi-Cr .JOINT-� CONST. BAa'RS ''=�= APPROACH EMPtNSION JC71NT r�~FRAME L COVER .ACE OF 3t[)EWALK I aOINT- C SEE STANQARO'IC•2 f BAR 11 \ .,y,,_ -W-PB Rs G - y, z,. ' `r �` 6 G Ti -eAtS G L ` BAR C ! " SIt68A5E '� " '2u $.E:,G,. BARS B r°s bt H&%'NARE -\ AR5 F I r -r � s � CLOTR Ic 1, T .. WEEP HOLE. `Jjf ''t " o SEs. NOTE 8 \\ ' - n 7 -_. _ - - -.. STEPS'SE � a II II AFt F BAR A N'JTE 5 I' 11 $fiP:'r G FACE 'OF CURB m g. 2'-8 . 6„ 4' GOT47ROL TIINT GUS TER CRACK CONTROL JOINT �,,- . i - �r, , 4,_ :. 2�`- j PLAN 3)"' SECTION Ak-A fi' AIN. MAX. " R ASA A IO' MAH. KEYED CONST. JOINT L-Vr'IFL49LE - MAX. 20' 21 _ IC•• WARPED 2. aT 3` 4'. CUT ER i ,, AFPRO,LCH t Ili' i 1 �.�� !i ,,I f i3,�r*� 0. fOTTEa?' ---- __ - B- - -- -- `� ___r_ R urF " BARS F I p U C 9' 'Fi ._....163" D19MEtEN i --P HOLE j- . B,, 6 F"t�iE3NT ELEVATION n 1•a' s'• { BANS F. ^s Q - fGU' -E .. - - I1 R h_MGYEOY3.,0., to .. . L sx'r"<" BE T PLarE < f< SECTION B -B f „) _ /� ., rs c e ` J„ 1, zTYPE :A POSE DETAIL SHPLL SE USED '#AFH CG' -3 ;,: C., 7 Sd VDPRDS.- F41- L- "xal'T'is'• TYP^„ D NO5E DETAIL SHALL DE USED WITH C ;ALL Ft:11 "CI D 2 a %6-C, 31AIl ,05. 1,PE A TYPE B '"/7' X 4" STUD 5.HEAR CONNECTOR WELDED 6 n V 72 D PLATE . 0 T ('' 76 AN SLE I , PJ AT 2' L' -L'. GAL AN E R 7YP`e .l � BE EENT CN fNl AN,_E OF 58" 30' FSO CONNE C TORE ANTI 1S T4 BE AAJCMIOREO WITH/;:" x 4" 5iU0 SHEAJ? N{elEETL WELDED TO 6€INT PLATE AT ""GC. -A ARIL FAYFMENI G! -3A L D1, 38 L Of- 3C. L '-` •-W I.F<.FEE) PAVENCNT ' I� � 1 s z 1 T- ?--,, I F�ryw FLOt°1 i -�Lv I s , , ,.,.�m,_.a I A3 WHEN S DETAIL L E USED FOR I.�sE orJ cRADEs ADJACENT TO CURB FOR USE ;N SAGS WITHOUT GUTTER BOTH SHOES TO BE SYMMETRICAL � acxr STANDARD CURB DROP INLET : $REFERENCE ROAD PhD alSTANUARUS REFERENCE _SHEET a 0} 2 REIffITION DAT'„ 12" - 30" PIPE MAXIMUM DEPTH(H) - $' 1 233 302 . _._-.. 081 16 VIRGINIA DEPAHTIAENT OF TR?JJS?'tSRTATIGN E,40 TABLE OF QUANTITIES DI -3A, 3B, 3C TYPE L AREA Q^ Throat - 1. DEPTH Or INLET CH) TO BE SHOWN ON PLAk5. Pipe APPROXIMATELY #P4 X a" SMOOTH DOWELS AT AREAS Pipe ADJACENT 7' G -C TO BE PLACED IN ALL AREAS ADJACENT 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2_ THE SHOWN ON THE STANDARDS HGL SLOT Cpns: aSa BARS A I MARS 9 BAJRS C 90RS D I GARS E BARS F BARS V Pipe 'H•'DIMENSION W, F-C1FIC0 ON xs1E PLANS TL BE AND E Pipe �-. v$ruc$ure Type Length Lin, Ill- NG I �. ,� Size 3. COMBINATION CURB & GUTTER HAVING A RADIUS Length gt Lli =t, ak No. OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL Na, Lin. Ft,* No, ,t$ Elev. BE PAID FOR AS RADIAL COMBINATION CURB & Material ,t$} SI©pe GUTTER. E.25 - ,MI F SR MIN UA WIRE OR GALVANIZED STEEL W E, IM R CIAMEI ER 1,03", NUMEE}t 4 MESH HARDWARE CLOTH ASYROCTU FIRMLY TO THE OUTSIDE 4• FOR USE WITH STABILIZED OPEN -GRADED in 1 ) ORANAGE LAYER, THE BOTTOM OF THE CURB D4DI-3C _ _ 6 646.76 • Ail REINFORCING STEEL SHALt €LAVE A MW_ TO THE SLOPE OF SUBBASE COURSES W 183 259 AND TO THE DEPTH OF THE PAVEMENT. V-6" 2 15 FIDLPE 2J OC1 1.:03"O ;', D3 DI -3C 3 6 645.78Iiii AND DESIGN SPEED AS SHOWN IN APPENDIX A 64 2" R 6' OF THE VDOT ROAD DESIGN MANUAL. SHALL BE SR APED WITH CEVENT MORTAR Ti) 5 3 6, 5 1 DPE 106.49 a 0.94% D2 MH -1 1-6 645.30 I , 7., W > A o n D Q . A 8. 6' p D 1 �-IDP6 91 0.81 a/a D1 ES -1 1' &' 645.00 GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 158 (�---6" _ ____-__-_- t0' MINIMUM DEPTH OF 7" 5.90 S 16' IS MAINTAINED. 6-7' to n--10" THIS AREA MAY BE CONCRETE 5-7" 3-2' AT THE OPTION OF THE CONTRACTOR 3 SPECIFICATION 4 " J" a4 REFERENCE COMBINATION E9 DI -313 z _ B 91-5" 6 1 .88 4 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1'-211 4 9'-6' 3 1, @S" 201.03 1 5 HDPE 9.07 2'0'6°0 1: E8 Di - 38 8 641.43iil 6'=7• tr &'410,. 3 5'-T" 3''•2" 4 91`-5" 3 1'-b' b 15 HDPE 119.46 1.091° E7 MH -1 13' 6" _ 633 0' 7" t 6'-10" , -7" S «" 1 4 1S 4"' 3 1'-6" I.21 15 E NDFI:: 93 Q .1 a 1 60/ 1 E6 DI -3B 5 10 631.35 - " ,_ ` i1ii1ii 5' -7" 3 3 '2" 4 15 - 3 7 6' A. 15 HDPE 29.00 2.07° E5 DI -38 5 10 621.43 "" 3 F -lo" 3 11-1" 3 3',2" 4 f7 -B" 3 1'-6" 4 1 5 HDPE 2;6 6.6 .:Sl, 1j E MH -1 1-91 605.11 6l-7" Ln 6'-10'- ;' 5 7' 3 3 -2" 6 1 9' 6 V.6 • 2 15 HDPE 75.1 6.64% E3 MH -1 2'-91' 590.53 6'-7"to 6!-10" 5 b 7" 3 S-1, 8 i -9" 5 11-11. 2 1 ' HDPI= 41 96 2 98f E2 MH -1 N-9" 587.39 6 1" to 6'-10" 5 5 -7" 3 3 -2" 8 ,,-,:1 S t'-6 2 15 HDPE 105.52 5.45% E1 MH -1 4 -9" 582.75 G A" 6'< r: ::E= 3C EAPANSION 1=EYED z, 10'" FOR O£T.afL,S CIT INi-Cr .JOINT-� CONST. BAa'RS ''=�= APPROACH EMPtNSION JC71NT r�~FRAME L COVER .ACE OF 3t[)EWALK I aOINT- C SEE STANQARO'IC•2 f BAR 11 \ .,y,,_ -W-PB Rs G - y, z,. ' `r �` 6 G Ti -eAtS G L ` BAR C ! " SIt68A5E '� " '2u $.E:,G,. BARS B r°s bt H&%'NARE -\ AR5 F I r -r � s � CLOTR Ic 1, T .. WEEP HOLE. `Jjf ''t " o SEs. NOTE 8 \\ ' - n 7 -_. _ - - -.. STEPS'SE � a II II AFt F BAR A N'JTE 5 I' 11 $fiP:'r G FACE 'OF CURB m g. 2'-8 . 6„ 4' GOT47ROL TIINT GUS TER CRACK CONTROL JOINT �,,- . i - �r, , 4,_ :. 2�`- j PLAN 3)"' SECTION Ak-A fi' AIN. MAX. " R ASA A IO' MAH. KEYED CONST. JOINT L-Vr'IFL49LE - MAX. 20' 21 _ IC•• WARPED 2. aT 3` 4'. CUT ER i ,, AFPRO,LCH t Ili' i 1 �.�� !i ,,I f i3,�r*� 0. fOTTEa?' ---- __ - B- - -- -- `� ___r_ R urF " BARS F I p U C 9' 'Fi ._....163" D19MEtEN i --P HOLE j- . B,, 6 F"t�iE3NT ELEVATION n 1•a' s'• { BANS F. ^s Q - fGU' -E .. - - I1 R h_MGYEOY3.,0., to .. . L sx'r"<" BE T PLarE < f< SECTION B -B f „) _ /� ., rs c e ` J„ 1, zTYPE :A POSE DETAIL SHPLL SE USED '#AFH CG' -3 ;,: C., 7 Sd VDPRDS.- F41- L- "xal'T'is'• TYP^„ D NO5E DETAIL SHALL DE USED WITH C ;ALL Ft:11 "CI D 2 a %6-C, 31AIl ,05. 1,PE A TYPE B '"/7' X 4" STUD 5.HEAR CONNECTOR WELDED 6 n V 72 D PLATE . 0 T ('' 76 AN SLE I , PJ AT 2' L' -L'. GAL AN E R 7YP`e .l � BE EENT CN fNl AN,_E OF 58" 30' FSO CONNE C TORE ANTI 1S T4 BE AAJCMIOREO WITH/;:" x 4" 5iU0 SHEAJ? N{elEETL WELDED TO 6€INT PLATE AT ""GC. -A ARIL FAYFMENI G! -3A L D1, 38 L Of- 3C. L '-` •-W I.F<.FEE) PAVENCNT ' I� � 1 s z 1 T- ?--,, I F�ryw FLOt°1 i -�Lv I s , , ,.,.�m,_.a I A3 WHEN S DETAIL L E USED FOR I.�sE orJ cRADEs ADJACENT TO CURB FOR USE ;N SAGS WITHOUT GUTTER BOTH SHOES TO BE SYMMETRICAL � acxr STANDARD CURB DROP INLET : $REFERENCE ROAD PhD alSTANUARUS REFERENCE _SHEET a 0} 2 REIffITION DAT'„ 12" - 30" PIPE MAXIMUM DEPTH(H) - $' 1 233 302 . _._-.. 081 16 VIRGINIA DEPAHTIAENT OF TR?JJS?'tSRTATIGN E,40 TABLE OF QUANTITIES DI -3A, 3B, 3C TYPE L AREA Q^ CG -5 - 1. DEPTH Or INLET CH) TO BE SHOWN ON PLAk5. 7. APPROXIMATELY #P4 X a" SMOOTH DOWELS AT AREAS NOTES: ADJACENT 7' G -C TO BE PLACED IN ALL AREAS ADJACENT 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2_ THE SHOWN ON THE STANDARDS SLOT Cpns: aSa BARS A I MARS 9 BAJRS C 90RS D I GARS E BARS F BARS V 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 'H•'DIMENSION W, F-C1FIC0 ON xs1E PLANS TL BE AND E Ft, Sq- FL 4000 PSI IF PRECAST. NO, Lin, Ill- NG I No. 3. 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CROSSINGS ARE SHOWN AT WATERLINE. 665 660 0,! 655 coo 650 z 645 z z 640 0 635 r� 630 625 620 0 615 Jy"j WW� 610 z LL 605 Date 600 06/19/17 Scale 595 1 "=20' Sheet No. C8 OF 21 File No. 15.006 ���%^ --«O 4�'Ila' I ___ - � [ �! ' 54 ._ ____ uo� `` -- --- --- ---' ---- --- --- --- ` ~ — "I � `` / / t�, /`- __ `. / �.~ ~ %3� � `` /11 ,�`. ~``~ r�' ��00y ``� ' � - -� -..~__ - ��1 � ____ __ �� � /-.-_,6� -- -B���5�2------ `~ _----- | '~ -- VF�=�� �� � --3 --- BB~S452 / �� "+ `� � ���U 20'377 ������ �� � ' ' ��� ���`/ � /[ " ��-~ `^``FFE~O51 6 -- 20.0OO 3F An- " � | ~ ```- ' `--` `^ ` / / / ' /� ~`~`' `~BFE~�41 O -----------�EE=85�J_ � � _- | . `.~` � 000 JF `` / ' ``~| /^�`~}_-F-||`~ ~~ ' | . --�--1 8FE���] ---------_ __| __ l � U __ 1 __------- ' � / � `-_~ � � � ``. / - , � / � �� � / 20 O 20 40 80 665 660 � 4L � - I , ---I - -_ -_ -_ �_ I � * I—— . 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GENERAL ^�x�U��»���U�^�n����U� U�u�»��� ���������� �_ CONSTRUCTION �����0��, � ��J���� ����J�� ���� ��-����,���.��� =��� ��.��.~.~��� ~� �,=-�� ��. = ���.=,� �,�`�' � =�°��. ������ �������������� �������� STREETS � ~�' �=` ��. � �=^������ � ��� 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (295-5832) 48 hours in advance of the start of construction. 3. Upon completion of fine grading and preparation of the roadbed oubgmde' 'the contractor ahnU have CBR tests performed on the aubgmde soil. Three (3) copies of the haoi neou|io ahuU be submitted to the County. An additional three (J) copies of the test results shall be submitted to VDOT prior to placement of pavement to ensure adequate design. If o oubgrodo soil CBR of G or greater is not obioinob|o, o revised pavement design xhoU be mode by the design engineer and submitted with the iout results for approval. 3. Surface drainage and pip: discharge must be retained within the public right-of-way or within easements prior to 0000ptonoe by the County. All drainage outfall easements are to be extended to o boundary line or u natural watercourse. 5. Where urban cross sections are installed, all residential driveway onironooa ahoU conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are inntoUnd, all nanidenbo| driveway ontmn000 ahoU conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch ooctiono, as shown on the typical pavement section detail, ohoU be strictly adhered to. O. Rood plan approval for subdivisions is subject to final subdivision plot validation. Should the final plot for this project expire prior to signing and recordation, then approval of these plans nhn|| be null and void. 8. All signs or other pogu|oinry devices ahoU conform with the Virginia Manual for Uniform Traffic Control Devices, the Virginio Supplement, and the Albemarle County Rood Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or bonioodoo uhnU be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed neoousog/ in order to provide oofo and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design spood, or ou determined by VDOT for public ruooa. 12, VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase motoho| at all cut and fill transitions and grade sag points as shown on the rood profiles. lj. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection nho|| be conducted in accordance with VD0T`a video uomam inspection procedure and with o VDOT or County inspector present. GENERAL ^�x�U��n���A�^�x��u�U� U�u�"��� ���U��� � CONSTRUCTION �N�U� U�N�� ��� �����������.��� �������� � �°°���� � ����� ���� � ���� 1. Prior to any construction within any existing public hght-of-woy' including connection to any existing road, o permit oho|| be obtained from the Virginia Deportment of Transportation (VDOT). This plan as drown may not accurately nyf|aot the requirements of the permit. VVhom any discrepancies occur the requirements of the permit nho|| govern. 2. All moioho|n and construction methods shall conform to current specifications and standards of VDOT un|000 otherwise noted. 3. Erosion and siltation control m000uroa uho|| be provided in 0000rdonoo with the approved erosion control plan and shall be installed prior to any doohng, grading or other construction. 4. All slopes and disturbed areas are to be fnrtUiznd, seeded ond mulched. 5. The maximum allowable slope in 2:1 /horizonto|nertioo|\. Where reasonably obtainable, !e000r u|opou of 3:1 or better mna to be achieved. h. Povod, hp-rop or oLobi|izob Engineer, or dooign�o' it iuon mat lined ditch may be required when in the opinion of the County deemed necessary in order to stabilize o drainage channel. 7. All traffic control signs oho|| conform with the Virginia Manual for Uniform Traffic Control Devices. O. Unless otherwise noted all concrete pipe nho|| be reinforced concrete pipe -C|ouo U|. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (20 CFR Port 1926). - ��16p'-_YIT" '0//-'z� ��// I '/ I 1� , '�? ---_�'p v /) � )Cs�li '� 0 --",) ------" _� 61tic. No. 45183 � k "I! '_!!�! 04 Sheet No. u� �`� O�21 u/ File No. .�.Ouuu 1� / O� / \ / \ / . 665 � 660 (D CD CD CD "Ix |mm�CD — / / Sheet No. u� �`� O�21 u/ File No. .�.Ouuu 1� / O� GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 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 UNSTABLE SOIL _ ST INITIAL BACKFILL "N' 3 STONE 1 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 DUCTILE IRON WATER PIPE INSTALLATION Not To Scale AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE-, BRICK SUPPORTS OR SOLID CEMENT BLOCKS -TYPE "K" SOFT COPPER CORPORATION STOP NISHED GRADE BRONZE GATE VALVE CRUSHED STONE 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 5 AIR RELEASE VALVE CIO Not To Scale IG FOR ALL BENDS 45- mi n C;_P7 T SECTION 1-1 jPLUGj 45' max 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO g� ACCOMMODATE ANCHOR IF REQUIRED. 9�>' BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND BRASS NIPPLE AND CAP L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 2" PIPE SLOPED 22 1/2 1.50 2.00 2.52 0.10 = GRADE ALLOWS VARIES VARIES 11 1/4 1.50 2.00 2.50 0.10 WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE 90 3.66 3.16 3.21 0.48 (TYPE "A") 81i 45 2.66 2.66 2.77 0.26 NTS 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 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES 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 ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS WATER 2500 P.S.I. CONCRETE THRUST BLOCK NTS FIG. W-3 TD -3 CONCRETE THRUST BLOCKS Not To Scale PLACE 5' GALVANIZED " WITNESS " POST WITH Q /-CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o I II II u F-1 ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE Io 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 6 TYPICAL GATE VALVE C1 Q Not To Scale NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum Certification of 95% compaction required Q Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. 4' MINIMUM VIUM TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -3B TD -5 TYP. THRUST BLOCK IN FILL AREA Not To Scale NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. I" IMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES - z' R COMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL 1/8 BEND COl FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID IV tl.t»HK i TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I" METERS) NTS FIG. W -6A TD -10 TYPICAL SERVICE LATERAL INSTALLATION Not To Scale NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES CD' MIN (270') 2' To 10' 18"-22° 7 CU. FT. VALVE BOX #68 STONE 42"MIN o VALVE a'f 8„ X 6,. ' TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 4" DIAMETEF AND VALVE WATER NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF . REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYP. FIRE HYDRANT ASSEMBLY Not To Scale t1A RI P7C ON-LINE (TYPE "B") TYPICAL BLOW -OFF ASSEMBLY Not To Scale op JUSTIN M. SHIMP' Ld. No. 4 183 1, 1, 1� �qJONAL VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or a BRASS NIPPLE AND CAP i LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX f s .�-N0. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -19 TYPICAL BLOW -OFF ASSEMBLY Not To Scale op JUSTIN M. SHIMP' Ld. No. 4 183 1, 1, 1� �qJONAL FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON-\ /_ PAVED AREA SLOPED AREA 1'-O" MAX 2'-0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-Q" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16" MAX If MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" ' 4'-0" . FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING - , - T a A .. SEWER. d A FILLETED INVERT FOR A SMOOTH ° a a� 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 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 SECTION SHOWING BRANCH TIE-IN N.T.S FIG- S -1-A TD -25 TYP, MANHOLE SECTION SHOWING BRANCH TIE-IN Not To Scale TD -31 TYP. MANHOLE FRAME & COVER Not To Scale "---,I, __'� _�� I--', W�: �� a 1- J'r/Z/ ,' f'f " " '/"11 l - '_-I- �: _ TiANSIRON'BBET,WEEN � -. RIFE EAS Wt .` PIPESRT SIZES F - PlFEARE ENCOVNFIRO. ,.. ,W TESD ST1WIM% Of MANHOLE AND INLET INVERTS St•: ACCORDANCE. WITH THHS OR!.WII4C IS TO APPLY TO CNOSL ST�IUCTVI?'ES SPErIFCD ON. PLANS CR WHERE INVERT OF PIPE IS ABOVE INVERT OF 5T UWURE. MANLICLE OR DROP INLET IS TO BE FORMED AND COUSTRUCrED IN ACCORITANCF WITH N-Pi.!CAKE STANDARD OR SPECIAL ORAWING, TYP. MANHOLE PLAN SHOWING BRANCH TIE-IN Not To Scale METMGIC7 t IF LTJ yH€Pc ,'re ELEVATiC:`e 1%'...'�J- I lul 't -: - 1 G " Yk m w Z t", - L =c 3000 PSI CONIC. BASE f ' ra BENCH SLOPED TO FLOW SHAPE TO , �, CHANNEL 1/4" : 1' MIN I. L1 4. I 1 0 � �- QD .,r.�4`l+ D i ° Z � (j jtl 11 m _._..__.._.._._..---....__......._._..____... »1111. 1111._. 11.11. 1111.1111._ ._ _. .,......,__..._.. ._._ - _ 1111 1111 -_ g . 1 _. 11.11_ _ 11.11 .. ._ 1111. ,,, 1111.1111,_ _ 'y �0 .. 1111.. ----,�-'j e i / � - � , .F i \ BRANCH 12" t :i + j f I 1 11.11 ____..,.. ,_ .__.._........_.__-_...1111_ .-.__..PRS 9 ._._ .1 - R l /1 4 i {{j \ p ,.11 Q__ \ 2E, Vi i. _i d.1 a I 1111._. _ . { _r FLEXIBLE CONNECTION-Jl_NOTE: - fE 4; a WITH STAINLESS STEEL E - _ 1111,_ ..;, 11,11 e ALL CONNECTIONS TO BAND -' s EXISTING MANHOLES SHALL w :� a BE CORED AND A FLEXIBLE � '_ F. r _v CONNECTION " BOOT " o 1111_ 1111. _._._._.__ ..._...._._. ».. ............. INSTALLED a f `.. r - .__..._.,.____.__._....,._...,..__ TYPICAL- MANHOLE PLAN SHOWING BRANCH TIE - IN ._-....____.__.....<,_.__'___...._......_._ H_.._.._.®.........,_.,._..._ ...... ... ._.____.._ NTS _, ,......___.__._. ..._.__..____"_ a s FIG. S -1-B F _....,___......,-.---D�. TD -27 I { 1 TD -31 TYP. MANHOLE FRAME & COVER Not To Scale "---,I, __'� _�� I--', W�: �� a 1- J'r/Z/ ,' f'f " " '/"11 l - '_-I- �: _ TiANSIRON'BBET,WEEN � -. RIFE EAS Wt .` PIPESRT SIZES F - PlFEARE ENCOVNFIRO. ,.. ,W TESD ST1WIM% Of MANHOLE AND INLET INVERTS St•: ACCORDANCE. WITH THHS OR!.WII4C IS TO APPLY TO CNOSL ST�IUCTVI?'ES SPErIFCD ON. PLANS CR WHERE INVERT OF PIPE IS ABOVE INVERT OF 5T UWURE. MANLICLE OR DROP INLET IS TO BE FORMED AND COUSTRUCrED IN ACCORITANCF WITH N-Pi.!CAKE STANDARD OR SPECIAL ORAWING, TYP. MANHOLE PLAN SHOWING BRANCH TIE-IN Not To Scale METMGIC7 t IF _ __..._...,_._. ____I _._____._ _.__..___ ._......_.__._._ - _,...____...____-._______...- ............. ....__._,.._�-. ..___.._ __._._ .___-,"--.-.____...__.._.___....._._,,___._.__._ ..__.__-.__ _.,_.__ ..-..__._.___.._._-_ _____..___. _,-_. _______.__...._-__._._-...__.._w _._ .._-_..._.......__.._______1...___ ____---------._..___». _.._., _..___._________.__.___......__.._..._.___._____...___..I.____..__._.._.________._____._.....___-__.___._,__._____ ..._.,..__r._..____.,---------------,--,--------,------------------------------- ...._ - __....._.....__�.��._. 1111 11,.11___ .. _ - .____,...._. _.1111 1111_ ---------I _-_....__.__ _._......__ _ 1111._ 3._..-11.11____ 1111. __ _ _ .---�-.-........._._..,-. --. 1111. 111,1..-,._._.__m......_____ ,....._......_...._..............__.._.__.-...,...._........._ .. 1111 ___...... _._.......1_*.-_-_ _.._.___._ _ 1111.__ ._.._...... _. _____.___ 1111_ . 11.11_ 1111_ ,1111 .«_..m _ 1111 1111 1111.__ _ �-- . .1111 ,_ 1_111_ . __ ....._...__ .. _...____ .___ __ . - .._____..__._,_ _____ 1111 _ _ _ _ _ _. �._.._ _ _ _1111 . 11.11__ _ .___.._.__ _----._ 1111_ __. __.._.._..,.._.._..__._.___,.«,1111. 1111 _1111.___, N- T --______-.__.�..............__.__._____. _ _ ._____._.___.. 1111__., . 1111 1111t.___._ --1111.___ 1111__-11.__. __......_______._ .,_....__._....._. - CO � ---_ rrJ E . 1111. _ _ 11.11__.�....R,.........-.___._._._._.__. ............................»_...,...__..__.......,............._......_......._._„_............,.,.__......,.,...._,__,.__...,.....,...__.,,.,...___._,.____,__._,.... ._......._..._. 11,,.11 .. .. .. _._._..,........._.._..,..,... ».<,.,,............... ..II,^-- .........._..._...._.,___._ _.__._...._.........____I-____..__«____..-� ..._............. _._.___.._.._»1111. __......_...,.,. _ . _1111. o I _. ....�,.____.. _._ ,-,, _.______.1111_... _.,......_,-, _.___ _, ._ ...._-1...111 _ 1111._.., P-Nf3----- 'I _ _._,_.._. .___..___ 11,.11,,._., 1111__. 11_11. _..._._,__ { _-_1_____ ____._.________!�_-------_ ___ -G- dLi 00 1 111...._._..._...„.,....,.»._._.,._ ......___,,,,...._».,._______.__._......»,.._-----_-..,...._...__.>_.................. ............ .---. _. , ..°...._.... ['� . M I,__.___ _ 1__1_11_____ ______. _ .�..». ...._.. ...,...:,.._........._..............,..,.,.....: ..<_.__:,.,_.................__.�..-..._.,........-...,..,_._.,.._..,.,_�...,.,............. _. 1111.. & -___ yH€Pc ,'re ELEVATiC:`e 1%'...'�J- I lul 't -: - u, �_ r: G " Yk m w 11.11.___ 1111 1111 t", - L =c l„y,,.,....... f ' ra I SHAPE TO , �, I }} 1111'. I� :;,n F _ __.. 1 .� 1.•---"•,, /`k':�e �f .,r.�4`l+ - - .� Y jtl 11 m _._..__.._.._._..---....__......._._..____... »1111. 1111._. 11.11. 1111.1111._ ._ _. .,......,__..._.. ._._ - _ 1111 1111 -_ g . 1 _. 11.11_ _ 11.11 .. ._ 1111. ,,, 1111.1111,_ _ 'y �0 .. 1111.. ----,�-'j e i / � - � , .F G I �...,� . g' � t' t A �' A >_ - zt V' :i I+ -_ __ --- ..,W_.,,_...-.____......., 1_-------1111__ __.,._...___ _. -1. __1111_». w 1111... - . »_ -�------------- 1 -_......__... _.. 11 11__,..______,..__.._..___.____.___.:»1111 _�__._ __.__.___....._..»1111... , 1111_ 1111 1111_-1111 .1111_. _ ....___._ _. _.__.____- 1 11.11 ____..,.. ,_ .__.._........_.__-_...1111_ .-.__..PRS 9 ._._ ,.________ _ .________.._._____. ___.__..._.___I` __ - L Jh �" i {{j , ri C") 1 ( Z. ,.11 l f,� N � I pJ J I fir/ t6 r I 1111._. _ . { _r - - fE 4; a u _ E - _ 1111,_ ..;, 11,11 e , ,,._5g -' s 1111.. -1111 ... .......,_.......__.._...... v - � :� a _- I ' I 0 _ 1111_.__ z II S trJ' -¢-."Y---- '_ F. r _v 1111 .. _- 1111_ 1111. _._._._.__ ..._...._._. ».. ............. , _. ._ _ 1111..._. 3gJ_...,...... a f `.. r - .__..._.,.____.__._....,._...,..__ ........................_.. Z........._...-._._....__._.._...-.. (n z 1111.... 111,1.. .. ._._._..._..._.._ - 1,111. _ \ ..I:._ ._-....____.__.....<,_.__'___...._......_._ H_.._.._.®.........,_.,._..._ ...... ... ._.____.._ ... ._,._.., ..______.......__-____I 1111.._ 1111..... _, ,......___.__._. ..._.__..____"_ a s r* l F _....,___......,-.---D�. i I { 1 A,,'I I 1 I 11 r Y Il 1 I ii I I I l fi��n--'� I Lt [['�` j F E: L: :d E !' t"� 9 N ' 4 !i 1 I ! � -_ -r-, r :'- iia VS n s t S »- �.,__.... _ ,._ _.._...._. e� 7 r� +G a ll .. 1111.. _........ ..,.-1111. ..,.�:� ._..�.�.... _ i- . �r 0 .. _«.......,.....».._.........._..,....».._.,._._..... in I f '�� t I ,��,..�............<...Z'...�e......................_....... z �. =sem `i . '.-...._... ....._,,....___ - 1 [7 _ 1111 11.11 « I l I t ..1111._.-1111_-._..._..,........ .__.........,._.. 11 _._11•__._............._..___..._.._.111-1 ..-_Q....,_.».._..>..._. I....__._...._...,.. -__-1____-_-_----- .:...._.. f _.._,_.__..___..._.._.__..._......_..............__.._ _-... ! l _ gg 'cD [O co -.............._.___ G>7 C6 ......._....._._._.-._......, I„_...„.,-_. - _ _ � I' AL MANHOLE FRAME OVER - 11,11.... ___............_ Fy.•r s I...__....._ _ ._ _ --,---._._....._._ .. .. , __.._____ _____......_.... .1111.__ _.11____ ____1,__. __ __..____.._...,,__. _,..- ...... -� _m.:_. „. p_._._....__ N_._3__._,.___.-_ _._.________.__.�. ____,. a I ._.4.,._,. ..._ ,.._,,........,...._.,..., __.._...._ 1111._. _.._____ w ¢ > � TD -31 TYP. MANHOLE FRAME & COVER Not To Scale "---,I, __'� _�� I--', W�: �� a 1- J'r/Z/ ,' f'f " " '/"11 l - '_-I- �: _ TiANSIRON'BBET,WEEN � -. RIFE EAS Wt .` PIPESRT SIZES F - PlFEARE ENCOVNFIRO. ,.. ,W TESD ST1WIM% Of MANHOLE AND INLET INVERTS St•: ACCORDANCE. WITH THHS OR!.WII4C IS TO APPLY TO CNOSL ST�IUCTVI?'ES SPErIFCD ON. PLANS CR WHERE INVERT OF PIPE IS ABOVE INVERT OF 5T UWURE. MANLICLE OR DROP INLET IS TO BE FORMED AND COUSTRUCrED IN ACCORITANCF WITH N-Pi.!CAKE STANDARD OR SPECIAL ORAWING, TYP. MANHOLE PLAN SHOWING BRANCH TIE-IN Not To Scale METMGIC7 t IF _ __..._...,_._. ____I _._____._ _.__..___ ._......_.__._._ - _,...____...____-._______...- ............. ....__._,.._�-. ..___.._ __._._ .___-,"--.-.____...__.._.___....._._,,___._.__._ ..__.__-.__ _.,_.__ ..-..__._.___.._._-_ _____..___. _,-_. _______.__...._-__._._-...__.._w _._ .._-_..._.......__.._______1...___ ____---------._..___». _.._., _..___._________.__.___......__.._..._.___._____...___..I.____..__._.._.________._____._.....___-__.___._,__._____ ..._.,..__r._..____.,---------------,--,--------,------------------------------- ...._ - __....._.....__�.��._. 1111 11,.11___ .. _ - .____,...._. _.1111 1111_ ---------I _-_....__.__ _._......__ _ 1111._ 3._..-11.11____ 1111. __ _ _ .---�-.-........._._..,-. --. 1111. 111,1..-,._._.__m......_____ ,....._......_...._..............__.._.__.-...,...._........._ .. 1111 ___...... _._.......1_*.-_-_ _.._.___._ _ 1111.__ ._.._...... _. _____.___ 1111_ . 11.11_ 1111_ ,1111 .«_..m _ 1111 1111 1111.__ _ �-- . .1111 ,_ 1_111_ . __ ....._...__ .. _...____ .___ __ . - .._____..__._,_ _____ 1111 _ _ _ _ _ _. �._.._ _ _ _1111 . 11.11__ _ .___.._.__ _----._ 1111_ __. __.._.._..,.._.._..__._.___,.«,1111. 1111 _1111.___, N- T --______-.__.�..............__.__._____. _ _ ._____._.___.. 1111__., . 1111 1111t.___._ --1111.___ 1111__-11.__. __......_______._ .,_....__._....._. - CO � ---_ rrJ E . 1111. _ _ 11.11__.�....R,.........-.___._._._._.__. ............................»_...,...__..__.......,............._......_......._._„_............,.,.__......,.,...._,__,.__...,.....,...__.,,.,...___._,.____,__._,.... ._......._..._. 11,,.11 .. .. .. _._._..,........._.._..,..,... ».<,.,,............... ..II,^-- .........._..._...._.,___._ _.__._...._.........____I-____..__«____..-� ..._............. _._.___.._.._»1111. __......_...,.,. _ . _1111. o I _. ....�,.____.. _._ ,-,, _.______.1111_... _.,......_,-, _.___ _, ._ ...._-1...111 _ 1111._.., P-Nf3----- 'I _ _._,_.._. .___..___ 11,.11,,._., 1111__. 11_11. _..._._,__ { _-_1_____ ____._.________!�_-------_ ___ -G- dLi 00 1 111...._._..._...„.,....,.»._._.,._ ......___,,,,...._».,._______.__._......»,.._-----_-..,...._...__.>_.................. ............ .---. _. , ..°...._.... ['� . M I,__.___ _ 1__1_11_____ ______. _ .�..». ...._.. ...,...:,.._........._..............,..,.,.....: ..<_.__:,.,_.................__.�..-..._.,........-...,..,_._.,.._..,.,_�...,.,............. _. 1111.. & -___ yH€Pc ,'re ELEVATiC:`e 1%'...'�J- I I'l___._____. -...._ --._..___..____, , 111 _ _ __ -11___--______-I------ ........_..______..........I_....-...__......_.....___.,,.._._.__......_...,........__ __......--�--------------..,_.._. --� aF MqG-Parer 9f _._._.._. _.._,__..._ ._ 1111, _r.. 11.11__ f 11.11.___ 1111 1111 1111 .. LAR;FST PIPE. ____.____.....__I_ .........__...______. 1111._.-11.11 1111.. f -... 1111_. _.._...._...... .. 1111.... .. -T I SHAPE TO 1111____ _ 1111__- _. _ _. 11.11_. _ _ _. ---1111 11.11 1111_.. - == 11.11 ..___..__._._ 1111 _ 1111. 11.11._ 1111._ __.__... 1111 �, Ld C) o - COWOUR 'M", 6F' PIPE 1111.. r .,_�__ -",_ __._______ 1.•---"•,, /`k':�e I I .,r.�4`l+ - _ 1._ F _._..__.._.._._..---....__......._._..____... »1111. 1111._. 11.11. 1111.1111._ ._ _. .,......,__..._.. ._._ - _ 1111 1111 -_ g . 1 _. 11.11_ _ 11.11 .. ._ 1111. ,,, 1111.1111,_ _ 'y �0 .. 1111.. ----,�-'j _M_____..___ 1111 _� ..., 1111_-. 1111_ .___....,. _ _____._.� _ _ ._ _ _ _. i ......__,_ 1 ...._____.........._... 1111-.1111_ - ___. _........ _ 1111.._ ,1111.... ., 1111_ _. 1111.. 1111_ - ______._...._...,._.. -1111, _ _ 11 .11. _._..,.___.... _ .1111.11.11.. 0- _ _...»-......,_...__.__...._......_....__.._....„._._S._ _.._..._._____.__._.__..,.._.._....__.....__.......__...,.._..____.___......._............_.__ .............___....._.„....... - - 11 I 1111. ._..__..__.., ........ ______......,...�,......_____ I+ -_ __ --- ..,W_.,,_...-.____......., 1_-------1111__ __.,._...___ _. -1. __1111_». w 1111... - . »_ -�------------- 1 -_......__... _.. 11 11__,..______,..__.._..___.____.___.:»1111 _�__._ __.__.___....._..»1111... , 1111_ 1111 1111_-1111 .1111_. _ ....___._ _. _.__.____- 1 11.11 ____..,.. ,_ .__.._........_.__-_...1111_ .-.__..PRS 9 ._._ ,.________ _ .________.._._____. ___.__..._.___I` __ _ _ 1111 _ 1111__ _.__.__....-...._,_..,_,.,...._.. _ ,. 1111 __.__......_..___.... __-___�_ EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS _ E� ,.11 - 1111.. .._...._...._.... - ✓Jf fir/ __,.._...,_,__..,_.._ 1111_. I 1111._. _ . �__....__. _ _. ..� ___...__...__._. � r r N C__ o,I o _ __._.____........._ 1111_... 11.11_ _ _. 1111 _ _ _ . _ rr' __..__.___.._..____....-..._......_..__. � o- H E - _ 1111,_ ..;, 11,11 e 1111._. _._ __1111_ _ _.�...._. _ 1111 ,,._5g H 1111.. -1111 ... .......,_.......__.._...... SLOP£ 10 GRAIN TO INVERT SLOPE: _'__"r_ _ .. N <..,...,._____.Cf3 �_ 11.11.__ N ..__... __..__......_,.___ t3`J- I ' I 0 _ 1111_.__ z II S trJ' -¢-."Y---- OUTLET RPE 6 RENT IN DROP INLETS 11 LOPE TO DRMN ['� TO INVERT Or t OU T LET PIPE l'_'___ THE INVERT SHAPING AS DETALED HEREON IS TO CONSIST OF A f`; 11, � _ 1 � � -v---- r PORTLAND t<EgAEMi LONCRET AE1X CY3tEF(SRA43w: TC7 CLA,..'S P.3 45R T' �/ f life C-LA,S C1 EXCEPT THAT 'SR OF WARSE AGCREGATE MAT BE U (fit , j. ftCKEN up TO P40h 4RETE TOR ROKEN�CONCR qST YE BLOC:..RTHEN BRICK, , SURFACE SII( � I 1 (I, 9f` S14kL BE LEFT SIMTH BY MEANS OF HAND TROWELi.NI.- NONE ., i!� J OF THE COARSE AOGv i GATE SHALL REMAIN ERPUSEG. I A , DETAILS LF Eht'.'e:f?T' S3�EA€'K dG AS SHOWN HENEl7Al fvTE Rift EXAMPLE e , PURPOSES ONLY. EA,CH MANHOLE OR DROP �.ET IS TO HE $;`�..A.PED --- - INDIVIGUAI.1_Y TO BEST FIT THE PARTICUT AR INLET AND GUT-t£T CONFIGURATION AUL) FLOW LMS- 11 C-=f-TIntJ P_R PLAN METHQi7 OE TREATMENT Its MANHOLES DOT SHEET , I7ESf t REiERENIIE tnnG rni PRIME ST&VJAPaS MANHOLE & INLET INVERTS REVISION DATE 9n2 MUS I VIRGINIA, DEPARTMENT OF TRANSPORT ATIGN 650 645 640 635 630 625 620 (315 610 605 600 595 590 t" HIK G4' DIAMETER MANHEDLIE .EQUIRIED .._..,__ Y-' W,QT. d - f •.' , �., ". _" 4 r q i v t' ! I 4 . r" 1r ]H I ' i t 6 I£k :t•.' IT... ., 1'u p-.,.:f;I. .. ..:. x41,'. v Yg �.. 1 ,: _ - 4 11 b .� x £€ g m..r,. �,,.• PLPVId ;EWER ;ala=m CVA5ER Y e,# E k�o.4t14 PIPE PRCR LE Y. . _i;H_MI r .. a. {t"' liz `Fi EM"H.1! a,1 0r1 01M&"L M.UL,?� LtL3:'.1i�.1 N!l_Z-;;'C iit.m HC'?;,.„ (_IN I ': -I LLL 4d'E"s f E T -1S fHmIvo T?,) 1 -Ser. y_'4`z<.I.ILA L _*,',e ' FI P i.'_HA? L 1E U."i �i P.'V_-., slZE a I H i �:Arvl` A'._t i0j1'_'i li,'IN13 # _0E r4e•I�T Co jf`I E r' -U I rC i'T 0Ife:IrI ' N s W,)TT, 5T,AIt�1 TA80 r,EI uNY'. S_ L" -. 1" L Caw, 3P SWI FI S}'lA L U,,'57FfisfF'2 .D _TI, Taia `j%iw'-rI,% F £1 "? I'_.1;NTv.- S RAP s _VjA'L' B�4 PvlADIS Ca,. N , `.TAI I .r.. s„:..;if. E L. *: IE NVR' SRP WS E NEEDED T D €'-,cn', ME: S: Cf T H TF.'ANI' ITION ROW, OW,, CK x�UNN ECT10414i, DISCHARGE i�OIiNT -F0 f R SII%i LINE 'IS=' ;:,'INANE iO E.14"," RT. �w..;F�I �.R3°,'ik., Ir'v f??4CH.AMnit. r3111da�:� r:r t. ,s'!' t I;l'cP411L,: ti a I[ Izl�.>.L- %I ra`l 1Hb I'- Q'ei' %_ VRR r ZAL DRDP imllF, 2H1'sU t C_ INST t`iU_J- `> Al",40 QS:;, -, RE U PC;'. M,, %E•f� ACC- # LtITlfis. '�;;,lw t Pa':T.fItAH�` II .A, _r, F. h:#ISI Y_a ,.;: A.1:li,l tl:,,..79? ' -�%' ri=,t,E.av)NIN"c..iI.II <, STANDARDI TERNA' CROPCONNECTION N.T` S. FIS, S -1-C2 T0 -...5t ' (___3 TYP. DROP MANHOLE C� Not To Scale SL°WiP .9LR`11? <u.. LATERAL. 'v. CX'X' a_._r #;'N N011173: 4` . �s r.� 's,_ I. )hViER' ik `t� i 51RR {6 L-A fdoYORQf5 TO A ANHx.�E - ,. yN I ANO 10 +Fa'e F •:. Eaf T3s;Cd. - tyl, E isiTE aPL IS c <.d:♦y y :, r t L -CATED T fC Tt L fi s;v 1 r °�h''4,r,'�'{°d 't'.. t'11'A 4 il.iV•r`di* t. 1..R e'VT tf,S -�" Ti' t�Si'L 1 € LATMAt, PIE 5HALL w AT T s. I ,c II`II" 1HAN Tr Z A e ('�' - - E�,1 a4 NSA E's.01.(RL=. S1€.��=L TU�7 ,. RG�it E�IVA 0N. CI- rl� IHE LOWUS, PFF'E �n�,=arv�e ? )NOT x I OH st art MATERIAL w Ti rE ?ar Fl I � 35_WNj �"'� Il,A!�(-eClp YHAN 5" IN I �L :EWER t.,�IERAL5 I'r"�PPED ,N'' 0 AN EmM,TNG i?ER mAjN `wliwL. I 'QINAEINFjfON @ 7flc PIPE I F I '"PSI t I r c __ N 31�r�€'€A dACKF _1.I " A AGNI 9UM GRA FFR :F R , 1�4T�_. .`I`ME) `,:t�Pd � 41 � c l . y. i ;i"WN I (6 LIFTS) " f I " isi� € _ i ._., 4dN-1 ;'N .. .;. 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WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AMD A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). NOTE: 1. 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FlwoffR�iruciiari hl cthld'Norb; crest Site Summary Totals Rainfall = 43 i.hes Site Land Cover Summary Site Tv and Land Craver Nutrient Leads Site €Iva A soils 6} Sails C Soils D Soils Totals F' Of Tr tar Forest,/Open(acres) '5.58 5-45 .1,51 0-00 :15.35 40 Managed Turf (acres) G.{Xl TS.98 1-12 0 0 1710 44 imperv`eoUs �aYer (dC rE'S) o,C4'. e.sii (i_CLa GOO 5.20 1& 39,65 39.65 1CF1 Site Tv and Land Craver Nutrient Leads Site €Iva r7 -,5' T reatment Valu me (ft) 35,488 TP Load (Iblyr( 72.30 TN Load (lb/yr) 1595i Total TP. Load Reduction Requited (ib/yr) 5,45 Site Compliance Summary Total Runaff'ValunaeReduction (ft) 3s,%_, Tata( -TIT load Reduction Achieved (th/yr'i 7,51 Tectal TN Load Reduction Achieved (thlyr) 53.70 Remaining Post Development TP Load Flow Depth dlblyr% �� �g Rerndi€tingTPLoad Reduction (ibjfyr) 1.82 Required 5.17 6.83 "TARGET TP '{E,allf710N' L:cRELDED BY L06 l M.-rl.a t LEVEL SPREADER E DA 1.97 AC o-- — — -- -- -- rri j Laypr #47 Cl r14 MINTENANCE 28> W FLOODPLAIN `%$152 gp52, ' ' / LATH _y� JVS-'TJN M. SHIMP 6Lic.'No. '5183 "RIP RAP 3" LAYER OF LEVEL SPREADER LIP o SCC o #57 STONE ----�a sn. sa , 3r if t S ONIAL 'C' lam. 3' WIDE STRIP OF I :U � 's r - a i#.. rM',s; I§-`'" -: r #' "ry FILTER FABRIC i '# 1� CLASS I RIP RAP136 C14 SCALE: V=2' CONCRETE FOOTER 3 LEVEL SPREADER DETAIL Cl 4 SCALE: 1 °'=10' -- Chesterfield Landing Level Spreader Flow Computations .. ... .. ..,... ..., ....... ........-......... AI a 4Z A^ L^= a 07 A i^ 'r--+—,4 t Outfall Impervious (sr) Forebay (sf) Accum. AC Length (ft) 12 (in/hr) Q2 Velocity (in/hr) Flow Depth E 1 53,112 106 1.82 17 5.17 6.83 0.31 0,26 Forebav = 0.002 x Impervious NRRIVi TV=4745 cf Length = 13 x AC x 1 in/hr = Weir Width Outfall Impervious Forebay (0 (sf) AcCLIM, AC Length 12 (it) (in/hr) Q2 Velocity (in/hr) Flours Depth 01 146,747 293 3.70 48 3.32 1231 1,13 0.23 VRRM TV= 11690 cf . ;Spreaders from Phase 1 B: 8,73 AC Treated 4.67 AC Treated Impervious Outfall (so Forebay (sf) Accum, AG Length (ft) 12 (in/hr) Velocity Q2 (in/hr) Flown Depth 131 80,604 161 3.7.3 48 3.41 12.71 1.13 0.23 C1 71,602 143 2.89 31 5.00 11.94 1.17 0.25 Spreader B TV=11375 cf, Spreader C TV=7855 cf LEVEL S PREADER COMPUTATIONS NO SCALE STORMWATER IS COLLECTED IN A SYSTEM OF DROP INLETS AND HDPE PIPE AND DISCHARGED THROUGH A LEVEL SPREADER INTO SHEET FLOW THROUGH OPEN SPACE THAT WILL BE PROTECTED THROUGH DEEDS AND RESTRICTIONS. THIS WILL ACHIEVE ALL REQUIRED PHOSPHOROUS REMOVAL, AS COMPUTED IN THE VaRRM (9.b. SHEETFLOW TO CONSERVATION AREA WITH C/D SOILS). SINCE THERE ARE NO EXISTING CHANNELS TO CONVEY SITE RUNOFF TO LICKINGHOLE CREEK, AND STORMWATER CONVEYANCE CHANNELS CANNOT BE CONSTRUCTED INSIDE THE FLOODPLAIN, STORMWATER MUST BE RELEASED AS SHEET FLOW. NOTE: SPREADER B HAS BEEN SLIGHTLY CHANGED IN PHASE II. THIS SPREADER WILL BE KEPT FOR THE NEW DRAINAGE AREA, WHICH IS 0.69 AC LESS THAN THE ORIGINAL DESIGN. THIS TRANSLATES TO AN INCOMING RUNOFF THAT IS 0.40 CFS LESS THAN THE ORIGINAL DESIGN. DUE TO THESE CONDITIONS, THE ORIGINAL DESIGN FOR SPREADER B MEETS REGULATORY CRITERIA AND REMAINS ADEQUATE FOR STORMWATER MANAGEMENT. CONSTRUCTION SEQUENCE —NO CLEARING, GRADING OR HEAVY EQUIPMENT ACCESS IS ALLOWED EXCEPT TEMPORARY DISTURBANCES ASSOCIATED WITH INCIDENTAL UTILITY CONSTRUCTION, RESTORATION OPERATIONS OR MANAGEMENT OF NUISANCE VEGETATION. —THE PERIMETER OF THE CONSERVED OPEN SPACE SHALL BE PROTECTED BY SUPER SILT FENCE, CHAIN LINK FENCE, ORANGE SAFETY FENCE, OR OTHER MEASURES TO PREVENT SEDIMENT DISCHARGE. —THE LIMITS OF DISTURBANCE SHOULD BE CLEARLY SHOWN ON ALL CONSTRUCTION DRAWINGS AND IDENTIFIED AND PROTECTED IN THE FIELD BY ACCEPTABLE SIGNAGE, SILT FENCE, SNOW FENCE OR OTHER PROTECTIVE BARRIER. —CONSTRUCTION OF THE GRAVEL DIAPHRAGM OR ENGINEERED LEVEL SPREADER SHALL NOT COMMENCE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND PERIMETER E&S CONTROLS HAVE BEEN REMOVED AND CLEANED OUT, MAINTENANCE ALL STORMWATER BMPs MUST RECEIVE REGULAR MAINTENANCE TO FUNCTION AS INTENDED. MAINTENANCE OF LEVEL SPREADERS INVOLVES REMOVING TRASH AND DEBRIS AND REMOVING SEDIMENT AND SOLIDS FROM THE FOREBAY AND BLIND SWALE. TRASH AND DEBRIS TEND TO COLLECT IN THE SPLITTER BOX, FOREBAY, AND BLIND SWALE. SEDIMENT IN THE DIVERSION BOX, FOREBAY, AND BI -IND SWALES SHOULD BE REMOVED ON A YEARLY BASIS OR AFTER EACH 2—YEAR, 24—HOUR EVENT. MAINTENANCE INSPECTIONS SHOULD BE CONDUCTED ANNUALLY TO TRIGGER MAINTENANCE OPERATIONS SUCH AS SEDIMENT REMOVAL, SPOT RE—VEGETATION, AND LEVEL SPREADER REPAIR. IDEALLY, INSPECTIONS SHOULD BE CONDUCTED IN THE NON—GROWING SEASON WHEN IT IS EASIER TO SEE THE FLOW PATH. FOR THE MAINTENANCE OF CONSERVED OPEN SPACE, NO TREES SHALL BE REMOVED OR DISTURBED. BUSH HOG NO MORE THAN 4 TIMES PER YEAR. Sheet Index 434-531-2877 1 - Narrative, Site Notes, and General Notes 2 - Implementation Procedures 3 - Phase 1: Chesterfield Landing TTC-1.1 4 - Phase 2: Chesterfield Landing TTC-5.1 5 - Phase 3: Chesterfield Landing TTC-23.1 Proiect Narrative Phase 1 shall include all work that can be completed on the Chesterfield Landing II site without encroaching on the shoulder. See sheet 3 for details. Phase 2 shall include all work on the Chesterfield Landing II site that requires shutting down the shoulder. See sheet 4 for details. Phase 3 shall include all work on the Chesterfield Landing II site that requires shutting down a lane of traffic. See sheet 5 for details. Site Notes: 1. Signs W20-1 and G20 -2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. MOT PLAN FOR CHESTERFIELD LANDING 11 Implementation ■ e 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpan. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr, to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Constructioi: Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (inspector) Project Manager (Construction Manager) Area Construction Engineer Residency Administrator Regional Work Zone Safety Coordinator Regional Traffic Engineer Dennis Seale (VDOT) 434-531-2877 Jeremy Swink (Site Contractor) 571-309-5043 Adam Moore (VDOT) 434-422-9782 Joel DeNunzio 434-531-2846 Forester Wright 540-569-6985 Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide Ione in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Figure ' tk(ut „ CIN l -a .............. Ry+„r.v,?, .f'7ny2 e`' S s 7:,•�.;*...z. -`°. 1";_,fin: #.f' y`y a *.a.'yx 3. ``; Laic. No. 45183 ;, M. -llo ... : ,pia, Y•,n _sn. k�:'. +:d :2.�pf, .,< O1� L' d ,..0 ,, r•, .:, � .� , ..� qq ;:, <..:• .. ,:.,:,, SSI rE�L 3 y„+� h -A.`, `d`�S .,€.: "9:,t K`�`�*#::. :asn.$R 9 Y:P.�{¢Y 3 `�'�: ids+$ a,9 -? ; # # „ a call EEE O O O 0 0 U 0 0 0 V1 F .',.., ' y; . 00 Q) Elf Q!� "„G ��� i, k 3 �' {„ �},.:� f ���.'sb5,�4 '�' Rx �R �S: I�� A'�*Ff � ,fx ��? �' �����*5,� .dk'EVx'b� Zwr tt "- $ �. .f ":.. '. �Y �S':.:. �"'�S' 4 " Po 1 .: ..� fir`;" � - Y. Ln m CD - inco r 0 y ; r > N r7 tee.... . -i?6 . ; `uR -�""e' ,. g k` t �` . _..,..�a�"� F - gg3 �„ dI $x.. ' .�,. �.��,,htl_� ?}.,.«.'' .,.....: R-����€ x``60. g m F« � I F- Re -V i sJu n, I - V 112 0 1 a ,L 0 *Outlet WSE hsted as thi,fe are.a#er ofeither the, cal.cullted tallwater or the invpart at 100 LANDINGPHASE 2 0 100 200 300 M-704 71oi-n-twater Filet Compurtatioins Outfall (0 (0 AC (ft) 17,730 Scale: I"=100' (in/hr) Depth Junctian Loss Inle-ts an Grade Um 0.31 0.26 13,218 12,138 0.68 _n I - A 7 AF .-.£ 0.44 Outfall Outlet ;24,551 6 'It, 0 12 (in/hr) 0, E9 ... ... . ... . ....... .... .. .... . ... ... .... .. ...... . .. ......... ...... . cl 373 E 6 is 0.41 0-65 0.27 0 9 5 0 ICHESTERRELD 636 Water 1,527,40 29.00 2-07% 1 16 I 1 9.3 % 579 E 0 IB 5,512 7 r, 0.20 Iniet Nll,mbar S urfa cf-, Ele�,_* Do QC, Lo S,f Ht BS H, Qi Vj Qivi H; kigle HA K L 13kHt -0.5Ht Frial H S U f f 'az �-_ Ele,N,. Rim.. E[ey 0,08 _(3) (4) 2 (6) (7) (9) (10) (I 1) (12) �i3) (1 4 (15) (16), (1 7) (18) E2 El 0.75 1.25 5.99 8.1118 9 581,75 105.52. 5.45% 12 18 0 0.12 14 D3 645-50 25 1 9 106-49 0-1,148% 0_1223 5252 0-11071 11 8 3 4-5611 0-1,21 6 0.01 4 0.2395 1.31 4 01557 0,278 1 2 4 rl4;P 6 8 9 79 1 1101 I 1 -12 13 14• 1 1.5 -16 7 18 19 20 21 22 8_6 23 24 1. -3 (ft) (ac) (jnlhr) (cfs) gg 94 f, Gf SL) (cfs'l cf (ftl �ft,� B9 (Cfa) 0-09 GA j 3 0. (54 033 556 6 5 I 6 6.28.00 61 I 254 247-95 1-335% is .. . . ...... ... i ... .... 0.40 9 0. . ..... D 4 DJ -3C 6 .34 0.73 0-17 4-0 0.696 467 10.70 &695 0.016 0-020 0,13,20 0.083 108 0-19 1 GIC }% 0.695 0.000 8.232, 1!'D --3'1r7 126.1 1.2751 0 ESI 1 7725 23043 1. 1_521 1.02° 5:90-53 604-85 73, f, .7 7rrr 5 0.62 0_6 0,4;: 56 16.19 4.63 1 603-35 60-2. 60 29-00 2 is 20 12 0. 4 8 E -5 616.00 0,39 4,0 I_14 1.6692% 4.4rFJ02 1.549 0_0116 6.36 "I 9.277 O-CF83 5_80 0�24 99-2% 1 LEM O�012 0. 98 7 5.432 621.943 X1'4;09 3 ,2, ''0, 431 17,07 600-10 587.25 96-00 -27 7) �41i 9 9r�,Or 4. 24 ..... ... . . P 3 4.100"1i !!III!!!!!! I I ons E7 631-35 1.25 4.6G. 93-1 0 0_65 07 % Dl -3B 10 G-44 0-68 0-30 4-0 1_198 25 0-00 -1.203 0-016 0,083 0-020 0083 2.54 018 99-1% JA87 0-01-1 4 1 23' E9 I 64,1713, -25 251 1 29-07 O.'l r'OL7% 1 1 B 0-0438 1 T243 1 0-2037 1 1 _2037 1 0.2647 1 0-13-74 1 0 1 7 6 1341.818 4 r I B5 D1 -3C 8 Go -62 0 63 0_35 4. G -11-401 0-01 1A -1 5 0,016 0_020 0. 13112) a 0.083 0-23 01-5 0,47 5-44 1 E 0n 641 B4 DI -3C 0_75 0_66 G_ 550 4-0 I -982 1 13-02 -1.997 001115 0-020 0 13-1) 0 0.10, 3: 0.26 0.5 U-52 6_6S +7� 7 17 2 *Outlet WSE hsted as thi,fe are.a#er ofeither the, cal.cullted tallwater or the invpart at 100 LANDINGPHASE 2 0 100 200 300 12 A E6 Outfall (0 (0 AC (ft) 17,730 Scale: I"=100' (in/hr) Depth Junctian Loss 0. 41 E5 0.31 0.26 13,218 12,138 0.68 _n I - A 7 AF .-.£ 0.44 Outfall Outlet ;24,551 6 'It, 0 12 (in/hr) 0, E9 ... ... . ... . ....... .... .. .... . ... ... .... .. ...... . .. ......... ...... . 0.67 373 E 6 is 0.41 0-65 0.27 0 9 5 0 ICHESTERRELD 636 Water 1,527,40 29.00 2-07% 1 16 I 1 9.3 % 579 18,703 IB 5,512 7 r, 0.20 Iniet Nll,mbar S urfa cf-, Ele�,_* Do QC, Lo S,f Ht BS H, Qi Vj Qivi H; kigle HA K L 13kHt -0.5Ht Frial H S U f f 'az �-_ Ele,N,. Rim.. E[ey 0,08 _(3) (4) 1 0.40 (6) (7) (9) (10) (I 1) (12) �i3) (1 4 (15) (16), (1 7) (18) E2 El 0.75 1.25 5.99 8.1118 9 581,75 105.52. 5.45% 12 18 0 0.12 14 D3 645-50 25 1 9 106-49 0-1,148% 0_1223 5252 0-11071 11 8 3 4-5611 4 0-1,21 6 0.01 4 0.2395 1.31 4 01557 0,278 6,45.78 652. 1 0 rl4;P 79 1310 0-22 0.68 0. 1 5 0.15 5.00 6. 8 I 1.92 0 8 63'2.97 32.14 1. 24 % 15 8_6 4-7 0_1 I 1. gg 94 277 2,q B9 B8 0-09 GA j 3 0. (54 033 556 6 5 I 6 6.28.00 61 I 254 247-95 1-335% is 9, 0 0.40 9 . ..... B7 B6 .34 0-36 DAB 2.29 1 8 5 467 10.70 607.80 E 58 8 -70 1 25 8..213 4 9 6 1-6137% 0_6771 "I 1.320 0.4 4 8.232, 1!'D --3'1r7 126.1 1.2751 0 _O 011D 1 7725 23043 1. 1_521 1.02° 5:90-53 604-85 2 7rrr 5 0.62 0_6 jr;� 7 3.271 16.19 4.63 1 603-35 60-2. 60 29-00 2 is 20 12 0. 4 04 E -5 616.00 -125, 8.34 266.650 1.6692% 4.4rFJ02 13382 0.6952 6.36 "I 9.277 a. 0 0.46TT 22 0-3,475 1,5104 1 �9635 0. 98 7 5.432 621.943 X1'4;09 3 ,2, ''0, 431 17,07 600-10 587.25 96-00 -27 7) �41i 9 9r�,Or 4. 24 0.07 P 3 4.100"1i !!III!!!!!! I I E7 631-35 1.25 4.6G. 93-1 0 0_65 07 % 0-4723 15.,.t7`8 4.6157 6,74 ei, 3514 0.2475 25 02121, 1.4507 1.923 633.27 6544.24, 44 4 1 23' E9 I 64,1713, -25 251 1 29-07 O.'l r'OL7% 1 1 B 0-0438 1 T243 1 0-2037 1 1 _2037 1 0.2647 1 0-13-74 1 0 1 7 6 1341.818 4 r I *Outlet WSE hsted as thi,fe are.a#er ofeither the, cal.cullted tallwater or the invpart at 100 LANDINGPHASE 2 0 100 200 300 12 A E6 Outfall (0 (0 AC (ft) 17,730 Scale: I"=100' (in/hr) Depth El 53,112 106 1.32 17 0. 41 E5 0.31 0.26 13,218 12,138 0.68 _n I - A 7 AF .-.£ 0.44 Outfall z ;24,551 6 'It, 0 12 (in/hr) 0, E9 ... ... . ... . ....... .... .. .... . ... ... .... .. ...... . .. ......... ...... . 0.67 373 E 6 is 0.41 0-65 0.27 0 9 5 _5 . 4 6 ICHESTERRELD 636 6 2 -8 . L0 1,527,40 29.00 2-07% 1 16 I 1 9.3 % 579 18,703 IB 5,512 STORM STRUCTURE DRAINAGE MAP list { i 'i ■ IIL 7 _7 I t t I B1 /T 9 f41 4 7 966j PIL 0 I[7 1,35 22,2 5 -8 LD -229 Storm Drain Design Computations t.nesterifela Lanais DA Impervious (SD 2 Area Impervious C 12 A E6 Outfall (0 (0 AC (ft) 17,730 10,469 (in/hr) Depth El 53,112 106 1.32 17 0. 41 E5 0.31 0.26 13,218 12,138 0.68 _n I - A 7 AF .-.£ 0.44 Outfall z ;24,551 6 'It, 0 12 (in/hr) 0, E9 ... ... . ... . ....... .... .. .... . ... ... .... .. ...... . .. ......... ...... . 0.67 373 E 6 E5 0.41 0-65 0.27 0 9 5 _5 . 4 6 6.68 636 6 2 -8 . L0 1,527,40 29.00 2-07% 1 16 I 1 9.3 % 579 18,703 IB 5,512 7 50 0.20 3 0 4 8: E4 E3 BS 147460 ,,872 1-25 5_84 ra-58 8-23 605.00 600.00 76.31 6.64% 20 'is 0,08 62,281 9,966 1 0.40 1.43 6 5 20 1 861 B4 -32597 19,680 E2 El 0.75 1.25 5.99 8.1118 587,50 581,75 105.52. 5.45% 5 18 14 0.12 B1 11 1310 0-22 0.68 0. 1 5 0.15 5.00 6. 8 I 1.92 633.37 63'2.97 32.14 1. 24 % 15 8_6 4-7 0_1 I 1. gg 94 277 2,q B9 B8 0-09 GA j 3 0. (54 033 556 6 5 I 6 6.28.00 61 I 254 247-95 1-335% is 9, 0 0.40 9 . ..... B7 B6 .34 0-36 DAB 2.29 1 8 5 467 10.70 607.80 604.70 153-86 2_01 % 18 18 10 0,25 -4 4 A B S E34 0.62 0_6 0_35 3.271 16.19 4.63 14,&4 603-35 60-2. 60 29-00 2 is 20 12 0. 4 04 3 777 U 30_0 2 B3 B 2 3 1631 431 17,07 600-10 587.25 96-00 I 3,683% .1, a 46 24 0.07 .2 0 4 DA Impervious (SD 2 Area Impervious C 12 A E6 Outfall (0 (0 AC (ft) 17,730 10,469 (in/hr) Depth El 53,112 106 1.32 17 0. 41 E5 0.31 0.26 13,218 12,138 0.68 _n I - A 7 AF .-.£ 0.44 Outfall z ;24,551 15, 33 0 12 (in/hr) 0, E9 Flow Depth 24,117 14,672 0.67 373 0.55 341 1271 1-13 6407 C1 71,602 143 D4 31 10,367 I 7,427 0.73 0-25 0.24 B % 579 10 18,703 IB 5,512 0.68 I 0.20 :830 0 4 8: BS 147460 ,,872 33 0.44 3.39 836 1.34 86 62,281 9,966 1 0.40 1.43 1 861 B4 -32597 19,680 0.66 0.75 IMPERVIOUS BMP DRAINAGE DIVIDE �-TP\UC TURE DRAINAGE DIVIDE M:of Concentration is 5.0 minutes unless otherwise indicated. of future houses are shown, !Chesterfield Landing Level Spreader Flow Computations -1 7-, n-7 Are -r-- A � � I F-1 � I - , , I , I 11 I � I .......... . . .... ............. ............... ................. Length = 13 x AC x 1 in/hr -Weir Width ,Channel Slope = 0,02 per ELS spec Q = C, L * H Mannings "n" _-� 0.07 for dense grass Outfall Impervious (SD Forebay (so Accum. AC Impervious Forebay Accum. Length 12 Q2 Velocity Flow Outfall (0 (0 AC (ft) (in/hr) Q2 (in/hr) Depth El 53,112 106 1.32 17 5.17 6-83 0.31 0.26 ':e-.• >-., e... - . . - n r% n n I I I - ....... .: - . . - 10.23 % I M r-) & A _n I - A 7 AF .-.£ � � I F-1 � I - , , I , I 11 I � I .......... . . .... ............. ............... ................. Length = 13 x AC x 1 in/hr -Weir Width ,Channel Slope = 0,02 per ELS spec Q = C, L * H Mannings "n" _-� 0.07 for dense grass Outfall Impervious (SD Forebay (so Accum. AC Length (ft) 12 (in1hr) Q2 Velocity (in/hr) Flow Depth B1 146,747 293 3.70 48 3.32 12.31 1,13 10.23 ISpreadersf,mm Phase I ................... B: 8.73 AC Treated VRRM TV=11690 of C: 4.67 AC Treated Outfall Impervious (SD Forebay (SD Accum. AC Length (ft) 12 (in/hr) Q2 Velocity (in/hr) Flow Depth B1 80,604 161 373 48 341 1271 1-13 0.23 C1 71,602 143 2.39 31 5.00 11.94 1.17 0-25 I bpreader B I V= 1 1 :3 / b cl, ........... Spreader C TV=7855 ef Chesterfield Landing Phase 2 . I w.I 153 ft overland flow 0.5% siope 0.35 C -value 11.0 m -in Seelye Chant 28 ft paved swa le 13 ft height 0.1 tr1in.Kirpich, Chart 11.1 min. 193 ft overland flow 11.7% stope 132, ft paved swale 0.35 C-VaRje 11.8 min Seely. , Chart 3.7 ft height 0.2 min. Kirpifc[l Chart 12.0 min. 200 ft overland flow 16.0% sliope 0.35 C - value 11.4 min Seely e Chart 81 ft s. c. flow -field 3.7% 5 1A fps velocity 1.0 in. NEH FigUre 15-4 77 ft swale 1.5 ft height- 0.7 min. Kirpich Chart 13.1 min. 200 ft overland flow 15.5% s[ope 0.35 C- al 1.1.5 min SeelyeChart 36 ft s. c. flow -field 8.3% se 2.0 fps velocity 0.3 min. NE H Figure 15-4 130, ft wale 3.5 ft height 1.3 min. Kirpich, Chart 13.1 min. 200 ft ove--fland flow ;338 ft swale, 6.5% s[ope 0.35 C -value 13.6 min Seelye Char, 22 ft. height 2.0 min. Kirpicli-1 Cart h a rt 15.6 min. M.-S-HIMP 45183 1%SSIONAL