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SUB201300030 Plan - Approved 2013-03-05
wyA OWNER: LICKINGHOLE CREEK, LLC 2421 IVY ROAD CHARLOTTESVILLE, VA 22902 DEVELOPER. RIVERBEND DEVELOPMENT, INC. 321 E MAIN S, SUITE 201 CHARLOTTESVILLE, VA 22902 A TTN: ALAN TAYLOR ENGINEER. COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293 -3719 PRE — APPLICA TION CONFERENCE. JANUARY 23, 2012 TAX MAP NO.: 05600- 00- 00 -095AO COVER SHEET OB 2733 PG 150 -Ro 05600- 00- 00 -095BO OVERALL SITE MAP DB 2733 PG 150 PHASE I LAYOUT PLAN 05600 -00 -00 -05300 PHASE I LAYOUT PLAN DB 4024 PG 489 TOTAL PROJECT AREA: 05600- 00- 00 -095AO — 37.95 AC. PHASE I UTILITY PLAN 05600- 00- 00 -095BO — 76.49 AC. PHASE I GRADING PLAN & OVERLOT GRADING PLAN 05600 -00-00 -05300 — 25.49 AC. PHASE I GRADING PLAN & OVERLOT GRADING PLAN 142.93 ACRES TOTAL PHASE 1 PROJECT AREA: 46.09 ACRES ZONING. R -1 RESIDENTIAL ROAD NOTES & DETAILS CLUSTER DEVELOPMENT AND BONUS DENSITY STANDARDS ARE BEING IMPLEMENTED DENSITY- ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT 0.97 DU /AC ROAD & WATERLINE PROFILES + 57 DENSITY BONUS FOR STREET TREES AS SPECIFIED IN SECTION 32.79 ROAD & WATERLINE PROFILES = 0.97 x [1+0.051 = 1.02 DU /AC PROPOSED DENSI TY- PHASE l: 47 UNITS SANITARY SEWER PROFILES 47146.09 AC = 1.02 DU /AC. PHASE / OPEN SPACE- TOTAL OPEN SPACE PROPOSED = 16.74 AC DRAINAGE PROFILES 16.80 AC / 46.09 AC = 36.57 DRAINAGE PROFILES TOTAL OPEN SPACE REQUIRED THIS PHASE. 46.09 x 257 = 11.52 AC. DRAINAGE PROFILES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE DRAINAGE CALCULATIONS SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS. FRONT.• 25' PLAN DEVELePMENT-) SIDE 15' STGRMWA-TER MANAGEMENT (PRE REAR: 20' SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: L/ CK/NGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY.• TOPOGRAPHY IS COMPILED FROM SURVEY BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 BOUNDARY INFORMATION IS COMPILED FROM BOUNDARY DATA PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES DATED APRIL 2013 AND ALBEMARLE COUNTY RECORDED SUBDIVISION PLATS. DATUM: NAD 83, BENCHMARK LOCATED ON TOP OF EX MH CZI —MH -85 EXISTING VEGETATION. PARTIALLY WOODED LIGHTING. • NO LIGHTING IS PROPOSED PHASING. SITE TO BE DEVELOPED IN A MINIMUM OF FOUR (4) PHASES FINAL PHASE LIMITS TO BE DETERMINED PLAN WITH -CONSTRUCTION PLANS AND SUBDIVISION PLATTING ALL OPEN SPACE MUST BE A MINIMUM OF EROSION & SEDIMENT GONTROL PHASE 11 257 OR GREATER FOR EACH PHASE OF THE DEVELOPMENT. PARKING. 2 OFF—STREET PARKING SPACES SHALL BE PROVIDED ON EACH SINGLE — FAMILY LOT. ON— STREET PARKING SHALL BE PROVIDED AS NOTED WITH THE STREET DESIGN. BUILDING SITES. PARCELS 1 -131 MA Y NOT BE FURTHER DI VIDED. A MINIMUM OF 6,038 SF BUILDING S/ TE AREA IS PROVIDED ON EACH LOT. SEE DETAIL ON SITE PLAN SHEET. BURIAL S/ TES. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS. • THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE LANDSCAPING PLAN COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS. • NO RETAINING WALLS ARE PROPOSED PHASE I AREAS.• LO IS. • 22.15 AC RIGHT —OF WAY Z14 AC. OPEN SPA CE. 16.80 AC. IMPERVIOUS AREAS. • ROADS (INCL. SIDEWALK): 5.77 AC. BUILDINGS/ DR/ VEWA YS• 6.17 AC. TOTAL: 11.94 AC. CRI TCAL SLOPES: r"� nCAL SLOPES ARE EX,'ST'NG O,ti' SITE AS SHOWN NN O,h' ',yE FLAN. A SE, °A,4A ATE 14 VER REQUEST HAS vn� 11 BEEN APPROVED FOR THE 1.40 AC. OF PROPOSED CRITICAL SLOPE IMPACTS UNDER THE PRELIMINARY PLAT APPROVAL SUB2012 -38. NOTES. 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND /OR FORESTAL DISTRICT 2) ONLY (1) DWELLING PER LOT SHALL BE ALLOWED. 3) THIS 100 —YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER ON FEMA MAP NUMBERS 51003CO229D, 51003CO235D, 51003CO237D, & 51003CO245D ADOPTED FEBRUARY 4, 2005. THE PROPOSED DEVELOPMENT SWM POND %SEDIMENT BASIN OUTFALL STRUCTURES AND SANITARY SEWER EXIST WI THIN THESE LIMITS 4) EACH LOT AS SHOWN HEREIN CONTAINS A BUILDING SITE WITH MINIMUM 6,038 SF BUILDING SITE AREA AS SHOWN ON THE SITE PLAN, WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.1 5) ALL PROPOSED UTILITY AND DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 6) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 7) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. 8) UTILITY EASEMENTS SHALL BE CENTERED ON THE AS —BUILT LOCATIONS OF WATER AND SEWER FACILITIES oil I a 0 wjil ki M� SHEET LAYOUT SCALE: 11111z' 11111011L 1l Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 -Ro 3 OVERALL SITE MAP 4 PHASE I LAYOUT PLAN 5 11111z' 11111011L 1l Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 OVERALL SITE MAP 4 PHASE I LAYOUT PLAN 5 PHASE I LAYOUT PLAN 6 PHASE I UTILITY PLAN 7 PHASE I UTILITY PLAN 8 PHASE I GRADING PLAN & OVERLOT GRADING PLAN 9 PHASE I GRADING PLAN & OVERLOT GRADING PLAN 10 SITE UTILITY DETAILS 11 ROAD NOTES & DETAILS 12 ROAD NOTES & DETAILS 13 ROAD & WATERLINE PROFILES 14, ROAD & WATERLINE PROFILES 15 ROAD & WATERLINE PROFILES 16 SANITARY SEWER PROFILES 17 SANITARY SEWER PROFILES 18 DRAINAGE AREA PLAN 19 DRAINAGE PROFILES 20 DRAINAGE PROFILES 21 DRAINAGE PROFILES 22 DRAINAGE CALCULATIONS 23 DRAINAGE CALCULATIONS 24 DRAINAGE CALCULATIONS PLAN DEVELePMENT-) 26 STGRMWA-TER MANAGEMENT (PRE O N A GEME T PICT J IVTSC7CTVIT_7�'1 —C7L T- A4 O -I lIE-A1 P.L?1ATVT ,c;E .I ,.�.T -GO-Pi IRO SEDIMENT GeNTRE)L PLAN PHASE 1 3i EROSION & PLAN 32 EROSION & SEDIMENT GONTROL PHASE 11 36 LANDSCAPING PLAN 37 LANDSCAPING DETAILS TOTAL 26 PAGES (WPO PAGES OMITED) t p 1 , R 0, A nt APPROVALS TDATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING � Z E OU ENGINEER Z U Uj INSPECTIONS o O H ARB N DEPARTMENT OF FIRE .RESCUE OU jn� D ALBEMARLE COUNTY SERVICE AUTHORITY m o (li VIRGIMA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. � ��,TH 07 (,0,4 ��� � SCOTT R. COLLINS: ,U No. 35791 1 �SSICNAL z G a~. U M w a z 0 V) w w Z W �a 0 N LU ce OP z 0 a J Q z w U z 0 fn 0 z o z_ � Z E OU kn � z W R U U � D Z U Uj w o O H ¢ N ce- d OU jn� D t- o > m o (li z to � � o M (7 M M M M M W Q N N_ N Ili.:_.:: •z Mona Aw Ar M C'7 O N Boom d' ItM d' e N MEMO AFr O N W J J MEMSM > U) L9f-- 0 AV U W i- D F— w ry w Jry ry Q 0 O O N �J ° ° Q ZQ T a 0 ° Q ° �z U c" �w z az ED W i (n e a W _I O A A i ° 0 a o Vs) N L O U e U � W 1�1 > 0 3 o 0 W V x ry 0 a Fa a 3 z c W W° z z W U L J N J 0 O ° U U Lo ° 0 o � CC :3c7 U O U U QJ L W a o b LU E �= o o U) a- O JOB NO. 112072 0 �, SCALE a w a AS SHOWN __ a > SHEET NO. n w 0 1 co �� � o z CY w w z z w z J J O U O c c O V N 3 m N L x X N -N O C X O C O U L U) N C O U L O 0 Q1 O -1� U L y., C O U O' N E a-+ O C N U i N . O O N ..N s 3 \ \ `� / �\ \\\ { * ` 09 0 -01- 00691 . SETBACK DETAIL (NOT TO SCALE) ____ � / / A \ Icn� 1 HARRISON, JAA R/L I 25' 12' ,7 1 MIN T'P I � \ ____ \ \ � / / \ i- - ' - -�)R E �ABETH / / \ \ 06K0- H8- 00 -000AO , t I I t p�AR ON FOOTHILLS CRO&KNG MC- y 1 �a { \ \ \ ZO 'R- RI / ./ 0. 9 ACRE \� 2.738 ACRES , r r ' / / /1 ZONING a-1 RESIDENTIAL - - /_/ - T • ,/ / , / rr � /I / D., .3002 PG. � \/ / /\ -- - _ ��� -r- . SI i l = . , � \ / - __ // I�r / / / /I/ I/ rr / / / / l-L' I . / I / -7-/---/- / l / \ V A / � / /''� / / I ' - / / / /// / / /.L -rte- �/ / / 1 % _ �j 7 / P F 8 NOTE: APPROVED FOOTHILL CROSSING ' / / �I / / / / `d�56EQ -Ol �d 00 / 1 1- y i �!\ / \ \, \� \ v `� ' •� /\ \ PHASE II & PHASE III WPO 201200047 / / r / / rE Ei •-9W � -\ \ ' f- /7 �7 % / / _f - / I RESERVES A 50' GREENWAY AREA / �, �a�a/ r, /d/ / / /� _r�� ASSOEfA�Im INC �\ / / �' -� -/= - �r-� =? �-�i' - ,r r / / /� , \ 056KO- 00- 00 -000A1 i , I �:;� I� (��o / 7.921 ACRES �- 1� \ "7` r --� i -T / \/ 11 15 15 /� �a a We j r/ / \ / \ / / / / --r --� I 1 I / / e � � ����A� / _ ZONING: R -4 RESIDENTIAL \ / r\ /, r / / , / L . r / ... . 1 FOOTHILLS CROSSING INC MIN � 20� MIN �G F aF�`�� � .'° / ! / E O \ / sF �/ � [ 73.6840 ACRES MIN �� d �° 0��L i WWESTERN RIDGE OWNERS ( � ' H JR ��LTK dNIP,; ° �' ENT -----\ SCOTT SCOTT R. COLLINS _Z 1 U No. 35791 ,2. �.',, ,6% \ ICNAL � i 056H0- 00- 00 -00000 ; . ... . .... ..... \ / �' \ `°� \ OPEN SPACE lD .. o �w r \ ZONING: R -1 RESIDENTIAL 4 /% // I I� f / I - '`�� `~ - - -.� ASSOCIATION INC \ o COUNTY OF 1 , OPEN SPACE C I �� _ I / r � / � 7.9210 ACRES � °0 0 2.41.ACRES NOTE: / , , I ALBEMARLE 100 STRE M BUFFER \ \ MIN. BUILDING SITE AS SHOWN = 6038 SF / / / r / // � % \ ¢ c P \ 4.09 ACRES ! 7 / ZONING: . % ZONING: PRD j',� MIN. LOT SIZE = 20,000 SF, PER ALB. COUNTY CODE 18.13.3; A_�, / ,� / / V o _.i ::': . ' . / r \ I / f PG. 575 � .1 ,\ / ! \ THIS SUBDIVISION PLAT !S CERTIFIED TO PERMIT A / / D.B. D B 168 \ -__ - 20' TEMPORARY GRADING_ r- rAUE C�naN EASTERN /.' ':' '.'..' ` r I /\ MINIMUM OF 6038 SF BUILDING SITE ON EACH LOT. / / '�' % \ J 9 °te/ ' coNNECT To BE ".."�.....' ( > �- / J / / 57 �- G` /� \ V s \ D WHEN LOT: '..� LOT <2 1'." / I f o A w, UE M CONS UCTED I } L07 3 • - � . I / ~ �I I i D.B. 4077. PG 175 N 1 20062 5E 1 20207 SF J ...49 5F ... \ r , /j I / I \ ` / / } \ / / o HI I 1 I i , ,, , ' 20199 / / `. .. I 1 � / / / / / `l \ \ / / / \ \ \ o a, i � 1 I . � : \ \/1 I / '� / / G / / � f 056EO- 02- 00 -00000 / / / J/! I /� 5 � U � , I ...... . � . + / ..LOT : S . / / / / `/ % / / / � HIGHLANDS WEST L P � � l . o rxi� l a -� - 20004 sF / \� '%/ I/ /` / / 0.2220 ACRES \ / / % // - -- _.. ... ... ` T ....... I ` I( / / I I / / /� i ZONING. \ I / / z 0 LL a U 1n w 0 z O H %$__- . ....... ..... ........ Lu / / LL I � JONNA STREET R/W :. .'....'..' / � - PG. -- .. . . ... . .: ........... -.. :'\: ' / ,rj / / // �. 0 02- 00 -000AO \ �'�SSO&I.A 790 AC - / ! \ \ J `// ; � 056E _ / //\ / / � ` / / / / / -� / / WESTERN RIDGE OWNS / (I 06H0 -01 -00 -11200 i �A/ / / }}���� // f I ... LOT. [.6 N TO AF = 592.8 . -�-•�' //' / I / / �� , / \ / \ I \/ 1 I a «� ,/ . \ / S IFLETT FARM L C / 20446 SE r / / / i f ASSOCIATION INC / Z�NING: PRD , .. \ '� < �� /, / / / / / /` - i ' \ 1.7790 ACRES // / / _ + < I 0 6H0 01 -00 -11300 1 \ ' :: \ .'\ �. ' \.:' % / / '. J �\� ` / .-i �� ' / / I / / 1 ' � � \ ZONING: \/ / \/ �/ I° l \i S • IFLETT FARM L LoT...�o.... / / / / \ / / / 1 �'..'... \ LQT'- sp \ .. \ \ -_ /I // / \D.B. 3130 PG. 064 1 I ° \, ' I Z NING: PRD_ . .. \ \ / / I i / 1 __. - - i \ \ .... L0T:.11 077.SF.'.'..'.\ (� \ / / �,' / / / / � f Y / \/ °S \ 056H0 -01 00 11 2oaaasF \ 20.'. // / f' ` v / / I 1 ZONING: PRD LPT• ;12 . /� f.:.. \ % % / ' / � / I l IS/' / ° / / '/ �. 4 -21564 SF • / / / / C I �! j i'i 056H0- O1 -00- 115100 : V. .'... }.:::. \ \ ::'. ' / ' DoT $ :: :. / /\ i � �/ / // / / /I / / ` � L / / �' / \/ / \/ / ° I ! SHIFLETT F L � . � _ ' 20056 E F , , . / z T 1< / %/ / / ` / \ t j / /) / / 1. I ZONING: PRD _ " ':. `.. / /� I /' `x \ ' x / /��✓ I I / / I/ "�, !� / \ t J` ' I \\/ / % / ° \ / uj - i �I os6xo- of -00 -11 0 .:' . , � ..' ..' ..:::.:....::'�':''� ,; -�� � ::::'. ',_ \ � S t-•... � I / 1 / a \ ZONING: PRD -, / \:: 2ooza sF ': .. . . / \ -�7 / / v 1 , 1 � V / / 1. �---'" �� ' ( i ....... , ' _ .. LOT. 13 .. ..' ._ '..' '.'..'..'.�..'.' .'.' / .'...'.�. ' : .... .. '. / / � �i'" / -�'� r r / I I r� \ -�'••_ / ' -�" % i .' ..' '. 20021 SF .. ... 2b658SF / I Ca �t / _ --- \ `:': \ j / / / r / \ m 0 - 83.0 r 1 / / / r/ 1 / / I ... _ 202875E : / ../ / / / / // / J / /\ .... /.. .... . ..... -4 _._/.1 _.._%/ / J I � \r I j IC!� 1 I LOT . S . \ ..... �.1 , \ \ / / ..',..214''' , :'..%' .,.'.,COT' :15 '.'\ . . , \ uj �056H0 -01 -00 -000 0 ,:.:. .. / / 20465SF' . . .. .. . 100 STREA UFEER \ 1 \ I /I I /\ ,is ( % ----- \ \ 70 'El ALBEMARLE /:':.:. .:' ... ... ," . . . ... / � �/ / I JL y -S ZONING: PRD :.' , :'.' \ 100' STREA. UFFER ' \ \ 1 \/ / / 0 VEL PATHWAY .... �. :..'.. .\� / \ --------------- -` \ ___ -_-' I 1 ./ �' --'' - PEN.SPACE A... __`1 - . - / . ..... . P V Lt3T 5'-.SF ' i ( ' \ z \ . . . 2389. ...1. '.:\ ! j \ � r I O v: ( 4.23 ACRES. .. ''''. \ 1 Y - -� ( /. \ / - L3 I o I= P. � -- -a 11-1 6HO -O 1- 00- 11700' I� - -- - - _._1._, / . . . . �/ . . . . ' ... ... . .. . . :\:' . ' • : � \ -- `' I � f / C w I l ..... IIFLETT FARM L /. . . . . . . ..LOT.*- 28 ' : / I- )NING: PRD so IDlPORARY GRADING / / . . . /. . . \ 21909.SF.'' I � _ -a-�- LLi Z I CON ENT FOR FUTURE N I . . . /� . . . . . . . . . . . .�� . \ '' \ � f = \ O 'AVENUE CONNECTOR TO BE C. . . . . . / . .\ . . . . . . . . . . . \ /J t� VACATED WHEN EASTERN i � \ �� \ f f AVE BE40 7, PG. CONSTRUCTED ! \ . ./. � . J . . :'. .'.' '. :� �.. /'1 � 1 \ / ` T LL, l/ o SHO Ol 00 11800 t. IFLETT FARM L i _-•• �� 0\ N \ \ \\,1 \\ ; :� \� S' " I �� I ` f �� � --� 1 056HO -01 -00 -1190 ' SHIFLETT FARM P C 1 ZGl�3ING: -P M56HO -01 -00 -12000 ' SHIFLETT FARM L _Z0N`D1GG: -PRD-- -- iI 056HO -01 -00 -12100 SHIFLETT FARM LL I 6HO -01 -00 -12200 , 1IFLETT FARM LL-C' '. 7NING: PRD a5po \ O6� i i'p5'P \ ,$�ZO0� o +, ,, \ pl,pp.12 \ \`p � :' Zo1 13.. 2S pp \ ' p5- p1 �1N 0R 6..vv \,�, -.f� Zoe = N z z W Z z g O L7 U �- Z W Q O O w U) Z O U � w I- _t Z Q CL' 0 Vr H Z d LL 0 W ~ N > Cn Ui Q Q W a c a 0 �� ii Lr . .. .. . Vv• ..'. ,., -^ - LOT 47/ \ M M M M M fn I fn .Hp l L _R ... .... . I ..............'....• ..... 1- --- - ..'..'.'.'.' >N'E .........'.. _ _ _ I- h . -- -- 992 SF W 1 23 4.. ..y -n- -�'.. ....' . /- Q :/ ` Q N . . .'..' .�.'...........'. "..'.'.'...... -...----r _ - . . 1 \" \.. �/ / `.'. .'./ \ �•%''�''' /\ / / / i / N T n CO 01 ,�-a I -4 pp\ / 20228 SF'.'...' �� \/ \ / 1�� i p ohoa �o' \� 05600 00 00 09�C0 \ /', � \ I---- \\ . ° � / I % / i I p5 O B LS0�30 o0G. - \\ �\ , \�. \\ ,\ \�) \ \\ \\ \\ \ \ \ \� \ ' - __ - 1 \� vv \\ \\ \\ \ 1 . \,\ N In, co tj.- I i; , I I Ii(nn . I \ ' `x \\ \\i( 1 \\ \\- / _ �___ s -_-- _ \ WILLIAMS, KELLIE ARLENE / / . . ` �... \ ` /r / �� / / / / 2.000 ACRES __), *a 4* \ _�' ' LOT 32 ... 2075 44 / / Z/ I / / / / / / / \\ ZONING: ` .. z0olti SF /� \ z \ / i \ / / / / / E H / / / III/ / / D.B. 2014 PG. 356 \ .. ... \ % z M> -78 05600- 00- 00 -097BO \ f ,. R �' \ \ ! , / J / / / / / / COBLE, CHARLES EDWARD \• \ -" / 1 \ \ f / J ,- / / / / 2.000 ACRES / . ,:... <.; � LOT as'::: i \ I // / I I� / / / I / .% / �� / / ZONING: 20841. \ / .. i0T;33 \ i / / / D.B. 2014 PG. 351 2a000sF .� \} I / It LLLL \ \\ 1\ \. \ \� , \\1 \\\ 1, \',� j\ \ ,\ ,. ______.,\ \\ \, \ \ \ _- -- --- _-= �' \1 \ �� , I {/ (�11')� Z---- --, � ____ --,,,, ;��' ° ° ° ° °\ - A - °-o o ° __ - `-- -- \ I 1 \ \ -_ I /. DoT 42 100' STREAM BUFFER { � I / / / I I. 2121 .. j LOT, 34:' i / / / / `� - '. '20002 SF � + ° %� 7 / / C ,;",� /� / I.. . - \ J� fit/ / / i / \ .. _ \ ` / / ... \ _ \ 20845 SF ... \ r �\ � \ / O G� �, ^N I � 1 / I / / l / i LOT 35 \ I / �\ ,�0� / I / / / / / / 20024SF // / Pv -,,� / i z . \ \\ o °�`/ /� / / / / ".1'. / / / // -4 ,I o'� I / I I I ° // . 05600 -00 -00 -09700 ,/ \ COT.40': '::j , \ i 2 COBLE, EDSEL MAX & J ARLENE COBLE / oo25sF , // \ j ,r� // / / �/ / } TRUSTEES F BL LIVING TRUST toT.:.3s :.:::'.':':':':.'. , .._ -- -__ - _J / `✓'� ° .� / / I / / / O THE COBLE VING T US .... ..2001CSE..... ' .. -_ 22.3120 ACRES \. 1 .. .. ,i / / / I I / I �\ Al .. 10 GRAVEL THWAY o ° ZONING: �'° / / / zltMhj- 80 / \/\ / °` \� S ; f I- amm , . 0 G: PROPOSED GREENWAY AREA °/ / / / / \� % `\ j D.B. 2024 PG. 509 / f. ' ... LOT 39' : ..�./ � J / I I� / / ' / A /\ \ ; / \... e% / // / / / / III / / / / \,° `� �`�`� OL / ... 20047 SF .. „� // / / / / / \ i . . . . . . _,, _ ° -O-- ° . . .. . . \ / LOT : 37 . o- ---e. 97- °. e. . -. 0 11;� \- _ •. 20001.5E ''../ LOT<38 \ '� ..`... ;: . . . . . . . . . . /// 7/ / /\ // / / ��_ I.:. - . . . . . . . I ......... � . V /i // / / / / // // \ ... ��.......%. . 1. 1. I.. 1. . . . � .. � . . I . '_�.. � . .: .. - ... .. 5. . .. ...' . ... .. ..... . . . . . . . . . . . _� - �T TT _/ 7 ../ _fir - / / / / I 11 I // /... j � / /- /iTi �%� . �7 -rte -r-r- - - - - � //I /I� / I II I I / � \f / I I / /I it . e. . / I. j ./ 7-1- TI-7T 7% / �- T�TT -7 r7 %/ �/ / / / / I .. .. . .. / /. - J/_ -7 _ /...LI../ / // // // // // // / //r /i/ // / i / // / / /II / `/ / / / // / / I / / ' i' %�� T I / / I / I \ / / / / / /. ! H. . L� . .." VCP 8 R � /_- -�- 7 ,`- 7`- / � � 7- L- f f I� I I I / , ./ ILL I // _1 OPEN SPACE E... / %f' / . H H / I R vc s ER �-/�- -J� -/ / _ S I / �� / / / I /c -r r r r S - 9.23 ACRES f i/fI // 5 // /...� . . / / I '�. ct M�- / / %/ ]� / / /� E /I � / /� /y • / . / �. -.~ 7 EX M ZITMH -8) / v I -f-- -- ! J r � O---O --$- o- -e-- °--a- ---° -a- °--& ° ._.6 ... ................ � 7 I f -Y O L,A] . / / t . / .I.. I /. .. / / . T-/ / 9� / / �l / / / / W \ / / f / / - / / i / . /_ / c _? f!i -831 / / / / / //I l / I t, 6 / I J I I I I -7 / / / I / / / ---- - -- / /. // // // // // / / / / cn �_/-1 -L1 -Li .. -- .o.-�- � '/. I.. /. 9, . F-F 6�I.../ - / /.. / .I . /. I I . /.. / / I / / / / / / I / / / / I / u� I I I I ... " .. /'.'./ - .� ./... ! ' �/.. /.. / ../ ' /. 1.. / L /.. / Y ". / ./ / j'.' / / / / / / / / / / / // / / / / / -�/ . .. ��.. /.... / .. /. / / / / / /. / /.. / / / / / / / _ / / / _ ` X / i �. °/ / . I MFi 6 / / /. j , . / /. .. ../ j , . / / / / / / / / / / / / A%/ /. /. / E/. .. / / / // / �. 1. / /. ;� / / . / / .. j �/ j. / / j / j .. j I. :/ j / / / / / / / 1 / / j/�' .4 �' ,XX'INV /5 .45 / I... I I / / �.. / . /... / / / / / / /I / /•/ 7 / /I/ I/ / / I � z � / -� a _ ji / P,S / / / /. / /..f �.. / / /... /. /.../ /. /.. //. /.I. /. /..7j / I' / //. // // // I/ / I // ;.: 1 / . / /.. /. /. , / /. / / /... / // // // // / / / / .../ 7 .. 7...//.. f /.. / .... �'... / / .. /'. 17. LI ... /./ / / .'.j / 1 / / 1 ��,� t mi _ ./ ` ..� /.. / ./. /. / / L . . / . J .. j.�.. /. L. / ....I./ .. .L . / �� /. 1 f .j '.... I / / /./ ../. / . /•.j. / / / / / / / / / / / / / / f � b/ / �Z •' / ____- -- - s �- j. / / ../ .. / % ... /.`.../ /.. �,./. /. /� . /../ .. / �' ./ /. /. /.. /./ . / / / / / / / 1- - �-- / ... / j . I .. j. I .. / . /.. / .. /... / . / / /--/-- . / - o�� s ___ _-- . / /. / / / . ' / / .. y / / . I /- f. ' �L J / . / . / / � I / n_ � ; s mi s ___ -- -- / /. /.. /. /. f" / /J / 1 /./ . �, / / f /.' / / / / l / / / r No _ _ _ --- -- f. /./ .....I �/. /.� .. /'/. / .I.I... r' r...j 1.. I. / / / / / / _ I /. /, // j �..I. r �'/ / P / EIMMH --',e /.I / /.. / ./ .... , / \ . /. / . ' . / /.. I.. I . L . / ... / / 7 �... \ \ / / / Ij 0 /.. / ./.../. / ..7. / / /.. J. . / . / / /f / /� / . / /. / /.... / ... /. / /. .j /... / ` / / / / /// j /// / J \ /.. / / /'.. /.. / / 11 / . /.. . /. / . / .. / .. /. j. \ / / / __ �4 f // /// / I \ 7..... f . . .74_ , ` -� �_/ \ 05600 00 00 099A0 / / / / / / ' . / /, - '\ WAFF, JOSEPH J III & ELLEN S / J �I / / I I -� 64.2000 ACRES "/",/ / % / / / / I / / I r/ r ', l t ___ __ -•_ � "� \ \�\ ZONING: / / / / / H / / / / �I \ / \\ D.B. 1715 PG. 569 GRAPHIC SCALE f J {/I // / 1 \ \ \\ 100 0 50 100 200 400 / / / / G i� /,' / / I �, 05600- 00- 00 -098BO \ / / / �' \ / \ JACKSON, CINDY ALLRED OR JOHN M \ �,/I / \ ' ._ I \ 5.9290 ACRES '\ ( IN FEET) /- ; \ ZONING: / / �-- \'\ \ D.B. 1887 PG. 404 \ 1 inch = 100 ft. / I / /// /��-- III \ \. / \\ \ // / /// 1 Ft�xC. - o- OOOAORS II m M m N co d' I O N ev J W I- x Q X U I U) I _ W ry V) Q O CV 0 9) O a L za T 15 � C CL -,a N 7 O= Z r- 0_ Q. (0 W � W E--q z CL 0 =z W W Q 0 ° ct) 2 z a J J o W L - °0 � o °, CQ •c o (f) 0 _j °o' C ""� L oL 3 a i N = 9 N W O L W o ° 0 �_9z_ ® 0- 15 -r - �o O 3 ' w t9 O Vi] Z s L � W � LI W N 3;: U_ z .s L,., - U Z N J C O O U v o° >, 0 LL 6 o a:6 7 -0 N of U O 0)0 -C� �, (f) W O 00 ,° t �_ 0 w F E 0 a- Ln -°a - ° JOB NO. 0 0 0 112072 N j SCALE ° 0' -o 1" =100' �._ !,-- � 0 ro SHEET NO. a o 3 (O- ✓7 - -- � ir I . _ ........:... /t /\ _ OPEN SPACE C 100' STREAM BUFFE / / \ / \ .....:.� .. ..... ............................... / / � NOTES: 1. STREETS LESS THAN 36' FC -FC (JONNA STREET) SHALL HAVE ONE SIDE MARKED NO PARKING. 2. SIGHT DISTANCE EASEMENTS SHALL BE 5' OFF OF THE SIGHT DISTANCE LINE AND PROVIDED WHEREVER SIGHT DISTANCES EXTEND BEYOND THE PROPOSED RIGHT -OF -WAY UNLESS OTHERWISE NOTED. DOTE: SEE LANDSCAPING PLAN FOR STREET TREES. 0.09 ACRES ; ........:.... ...... OPEN.S.F?ACE..D....'::.'....:. �/ / / \ ... '\ \ +. / ...... .. ....:. z.:r i;ACRES.: 'S, 77q ��......., N - .. ....... ... ` .............. :. ::..:.: 1 , REST ... j ` \ Alignment: LAVACA COURT Alignment: JONNA ST . `.o I . �, / %1 Tangent Data Description: + I I ....LOT : -1 .... I . LOT :.2, .... ' .............../ ..... , .......... ............................... 1 i co I LOT .- 3.... .. .. ... ..... I /� ' • ' • • ' • ' •.',','. / Description PT Station Northing Easting Tangent Data ..20062. SF. .. 202®7 SF .. i - ` I Start: 9 +25.fl00 23138.027 14943.583 Description PT Station Northing Easting I 20249 S F ' / , I I. , . . . .. . . . ` . . ... - \ / /I ` End: 12 +35.280 23325.936 15190.493 Start: 10 +00.000 23472.834 14378.389 ! I �. . . . . . .. . . "..' ...... ............................ E% .. .. . .. . . . j LOT : 4 ... . ...... ...........................:.:. f\ / I Tangent Data End: 13 +40.000 23482.748 14718.244 I . .... .. ' / 2.0199 SF ^� �� Parameter Value Parameter Value Tangent Data . .. I / ........ .• /� I ... 0 . .......... / I Length: 310.280 Course: N 52° 43` 38.4674" E Parameter Value Parameter Value PROPOSED CROSSW LK N. ,' .. , j Length: 340.000 Course: N 880 19145.0012' E 0 , '. STOP SIGN -_ l I "' - ..... \ I CG -6 I Tangent Data STREET SIGN (TYP} 5 StBE ALK / ' ........ .. . .LOT 5 ./ ..............:.::: f 1 \ '� Description PT Station Northing Easting 96 80 (TY) / .. / f L__-7 F 14+79.853 23486 826 14858 038 �_ _� _ 2004 S ... . / � Start + - ... . . ,... .. . . . .. ..� � .... .. . ..... .. . . ......., .............I / End: 13 ...:. �� ..... 0. . . . . . . g�, \ . . . / / Tangent Data Q- ..... . + .... S- .... ,, ....rn .......... �� +oo ... / ..... \ /cP r Parameter Value : : <' J W 0 . . . . N. . . . . .1. . . 0 . . . M. Ln. . . . . . . 1. ./ 1 / / / + --� f \ Parameter 39 853 Course: N 880 19'45.0012" E . . . . . . . . . . ',TI N. m . ' . . . . . . . . . . . . . . . . . . '0* \ . ! ^ � 1 V n....-0 ............ . .... . .... . ...... ........... I .. \ Curve Point Data 0 JONNA STR E R/W .. .. a . ... ..... . . ' 1 / . y, pion 'A ..... 1 8 14858 038 SS,....... .... ....... .. 14 79 853 ...... _ . . . . :....:..: . . .. .... - �/ \ Q' �. Descri f Station o mg Easting l \ /� � ` PC' + 234 6 826 o. - / RP: 23Q86.996 14869.701 - ms`s' NO PARKING SIGN >>x \ - .- � .. • ,. ' / \ \ PT: 18 +68.878 23321.811 15193.524 i W°- °N'- Ucn-' j N' . . STREET�SIGN. . . . °. \ �, .•. 11 /' ` Circular Curve Data 1 rn (P P CG 12 �'� SPEED LIMIT SIGN " . 8p. /. 'a TO ,OF =592.8 °' Parameter Value Parameter Value n M 1 4 \ 2 :. .. LOT : 6 ...... g ° „ yp : 11 I 'n m •46 (TYP) / SIGHT DISTANCE \s�� /� / x Delta: 55 43 25.2744 T e RIGHT 0 -a I C- . C . . . . S� ... 204A 6. S:F ..... . /i \ EA EMENT O G' , ' ... \ ,�, f T Radius: 400.000 o .. S�� yT \ .. - /2p� / \ 1 % Length: 389.025 Tangent: 211.448 I .+ ROVIDED 1',OFF OF \ 4 .. .... ... • _ l .... . . . ... ' . /�,T .... y� / � ` Mid -Ord: 46.369 External 52.449 ... -- i N T E SI T DISTANCE LINE... 3 ° ,� �� H ��(,C, ; .. ,� \ .. . / 0 Chord: 73.873 Course: S 63 48 32.3616 E iI . z \ ..... ... ... ....... . \ \ V. . . , . . . . . . ... . \ F�� °o . cP�, `. / /1\ /11\ Tangent Data I i :.. ....... . . ... \ ............. \ \`'a - \ .'.... / 1 /\ ` Description PT Station Northing Easting I o I \ .. . - . OT 10 `S \ 1 Start: 18 +68.878 23321.811 15193.524 M `sue J End: 19 +89.975 23223.776 15264.613 m' +. ++ I .......... � .... .. ............\ \ 20412 SF......... \ \ s _ - - D.. Uj o .. I ...... \ .... .. LOT.: 7 .! \ Tangent Data . / g Un..... �. \.....LOT.:.I1... .. NO.PARKING S'GN a, ': N, ... 3y.:. \ .....20077.SF .... \ /\ / \\ a Value Parameter Value Parameter to -� \ \ - • �� • _ / ! / Length: 121.097 Course: S 35° 56' 49.7243" E I ` 0 ;0 . 0.i5. 0 \ ' '20418•SF ... STRE1 T SIGN X01 r, / � S,\ '`� / g } ,Z . ±:.:I c 1P .. .... . .\ \.*.-. . ... .. . . ./ ° , . . . .. \. .. . . . ... .. ./ v? . / \ ` Curve Point Data I ; Y m w I . . . . .. ... . . . `� ��x. . �o / / Description Station Northing Easting \ ............. I . m . , + . 0 . LC)T 12... \ .../ o� �.. j / / -i / / 1 Z C3 I \ .. .o / .. ... . . .. / / / PC: 19 +89.975 23223.776 15264.613 23575 999 15750 348 __ - c...... 21.504' S F .. , .. % �' ?• . ,� F� , ✓ ... / 1 %j \ O / // P T 20 +76.468 23157.650 15320.250 \ p . \ i /, I I rn...... ( ,, :I 2 / S X f/ 1 Circular Curve Data \ ;... 1 t I -` - -o / 1/ / r' I Parameter Value Parameter Value I D...... .•. ..... � / ... 1. ' / �; / I � o .. ��t, , ..'20056-SF'. .... � . \1 1\ � /, // Delta: 08° 15' 34.1184" Type: LEFT i / :` I I . ............ % `L . ' �xo . �, \ .... �1' / i - _011 / r 1/ / / / / Radius: 600.000 + ..... ..... 66 `�1, . a: .. 2 , .-- / 1 / 0 � . I CG -6 '� . STOP SI Fes. ... \ . . . ... .. .. / \ / / _r -' / / Length: 86.493 Tangent: 43.322 ... :. - _ - - --i .. `"' ._� .... TYP :... .. ..... I . I / S ! Mid -Ord: 1.558 External: 1.562 I i. t " S - Z / ® / 1 1 / Chord: 86.418 Course: S 40° 04' 36.7836" E I 0. p'` y . . .. . . ..R25. . (,P`, /...(TYP). oo Sz \ " ... �\ --�. / / / 1 ,/ / / / / 16`x` JP O PARKING SIGN. . \� .. .. / / i \ / �` t S / / / / f Tangent Data I .. . ... . ` ., _--/i , / Description PT Station Northing Easting h LET .: 9.... / . I ........ -� ............ �, , . e, / / / r- , f�- 1 / / / p 00 . -- ry i1i i ---- ..! �= �" f / / / 20 +76.468 23157.650 15320 254 / \ / / Start +. . Rs , o .. 20029 .SF / / Q . . Xo . . \ . . .. . . ... .. .. �' . I _ / / / / / End: 23 +43.179 22966.463 15506.214 °' - �. y: L :..... no. r'�' iG' / / '� /, - - - - S / / / / Tangent Data i9 �' / � I s, .....................I....... 1 + \ / 1 Parameter Value Parameter Value \ i : <I .. .. I LOT 13.......1 w_ :. .... � ... . ...... i�,�. . %, . ............................... / / / 1 / ! _ ___/' -7 f 1 i ° 1 _.... .. I ._.. , ...... �....... \ LOT.;.1.7, \ - . _ \ '9 j \ _ i f / / 1' Length: 266.712 Course: S 44 12'23.8428" E ca. .. h - 1 20021 S.F.. �:a r, 20658 SF .... `J'C� ,o ..... % • • • • • • ' • • ' • . ' • ' ' • ' ' ' ' ' ' ' / �/ / 1 S -- / I f I 1 1 /1 / / /' Curve Point Data .. .. .' ...... - . .. . . . . . . . / . .. . . . \ a� \ .`2 . .�,x �' \. . .. ......... f / 1 / ''"I / / / / / / G / Description Station Northing Easting . .+ 2� c9 \ ° I ..... .,. i ,/ gx . . . . . .. ... ° /. t_ 0� QF''IH 83.0 / f f / / / / y / PC. 23 +43.179 22966.463 15506.214 1 N 02 ... / ...............\ 1 j l / l/ / . .. . `' Y / / / / RP: 22687.564 15219.482 .I .............. \.............. .. ...... f 1 / LOT. :.1.6 � .... j / / / P I D / %: / PT: 25 10.075 22826.343 559 .63 C1� 1 59 , . \ . . ..1.......f....f...... ..... /... /.......... f1 / ..20287 SF...... \...... / / / l / / / L 5 SIDEWALK ... .......... .. ....... 1. /. / ...... /.: Circular Curve Data I . ... / ;,, ... ... / I . /.. 1 // HAS II / I i'" .,", :\ 7..'. /...','..'.. /... /....... Parameter Value Parameter Value \ . .. . . . . . ... w / % f... /........ .. /... f........ Delta: 23 54'21.5470" Type: RIGHT I - \ ... . PT: 17 +97.51 + . / . ... .. ... . . . . . .. . '/ .. ... . ;• I � . .. . . .... .. .. . . .. . . . .. . . -. -. L.. ....... ... ... I ...... /' .: 'f ... Radius: 400.000 \ _ /. / / / / L0T : 14 .. \ \ . 1Q5 `<<> . . . . . . . . . . . . . . . ..... , . �.... -. 1 _.L ._ _/ 1.._..'.'. . /'.•. / / / / Length: 166.895 Tangent: 84.680 ' 1. / . . . . .. . ... ... . �x °. . . . ,........ :: :::::::::::::::::::::::::::_.L. _ _ 1 �/i Mid -Ord: 8.673 External: 8.865 1 21453 SF ...� LOT . 1 5 ..... \ \ . �. o' I ...................... 1 �. - . . . . ......... ..................... _ - / , Chord: 165.687 Course: S 32° 15' 13.0693" E PC: 17 +64.75 -' \. . . . . . . .. r / ~ ` .. . ....::... 100' STREAM BUFFER ..-- .-- Tangent Data I I 20465.SF � / ';` >- 9 / a. \ h Description PT Station Northing Easting �; ............ / ................ / �o. jp ........................ _. / Start: 25 +10.075 22826.343 15594.636 I � J / �5 - .. .:........ �g �= ......:.................... -1 I ' _ ` " N n'� Q . �- End: 29 +89.597 22376.606 15761.005 `\ . V ' �. I l 0 ,'� �/ '� \ \�. <:,\ 5' SIDEWALK /�- � Tangent Data `� 100' STREAM BUFFER r �'� \�' ' (TYP) �•.� .. Parameter Value Parameter Value - . / - - . . . . . G `P /Z' 1„ / Length: 479.522 Course: S 200 18' 02.2958" E va I I . I \ .. . .� , ./ . 10' GRAVEL PATHWAY `'" w . �\ .. °°, . / . . . __� ..........•. . \ ---- 102. �/ . . . . . . . `;. / . . . \ % Description Data Station Northing Easting .. ,_/ :. . . \ . . PC: 29 +89.597 22376.606 15761.005 . crc, RP: 21474.546 13322.503 ,I I 1Q8 �- ... ... LUT 'LOT'. .20 I :. PCC. 32 +20.662 22156.618 15831.443 Ii ..1 95' �; >'> '� 23895 S F `. . \ _ : . . . . . . . . . Circular Curve Data OPEN SPACE A <., \ % Al8 Parameter Value Parameter Value 1. ! / 2 ' / / .: ' 4.23 ACRES - \ j Delta: 05° 05'31.0349" Type: RIGHT ff. ...... . . . . . . . . . . ,z. •...:::.;•:, r. _..,. ?� Radius: 2600.000 ',:,: t: � / / ... fir, - • = °� ° Tangent: 115.609 .. 231.066 .. en the Length: 9 / / 1 . - �.2 ' I - External: 2.569 Mid Ord: 2.566 / � ! � ' - _ _ I :I . / . . . EXISTING SWM POND ..:: ::.. . .:......:.:.:.....:....:.: / \. Chord: 230.990 Course: S 17° 45' 16.7783" E i �� ................... . . / / \ Description Point Data Station Northing Easting , .......... ::.: :. :::.::: . . PCC: 32 +20.662 22156.618 15831.443 . f . . . . . I ' . . . LOT 28 RP. 21894.283 14866.466 ........... ............................... . .......... ii o, / ......... 1 21909. SF . ............................... I ....... , .... I ..... v, a `:.: PT: 34 +02.002 21978.286 15862.932 ......... /.. _ :.I ... ...................... . . . . . ........... , .......... O> tOO I 220 Circular Curve Data I- . . ...... ............�.................� ................... 1 .. I .. __�_ 26x Parameter Value Parameter Value RIGHT �. ' { .'I . . . . ...... ...... ...../ .......... ............................... o % °� Delta: 10 23'23.9498" Type: I \ o I , ,.. ....... .............. / ' . Radius: 1000A00 , : ... ...... ................. ................. ............................... ....... ,.... .. / . ' 1 Length: 181.339 Tangent: 90.919 . . . ... 0 f` I . . . :> ............ { / . Mid -Ord: 4.108 External: 4.125 i \ 3� .......... ..... ... ° „ .................. ....... ���............................ ............................... \ j \ Chord: 181.091 Course: S 10 00'49.2860" E \ , ................................. ............................... . . _- .. . . .. _ _. -._ .. . ...................... .. . - .............. ............................... .. ....... \/ Cam... :.27 ° Tangent Data .......................... ......... ............................... .. j � .:..:.:.:.:.:.:.:..:.:.: LOT 25.. LOT .. �.. �SxO Description PT Station Northing Easting . .. ` . .. ...... ...... .......... 37 63 20383 SF 1 ... .. y ............................ 9T �3 20,022'SF C -6 Start: 34 +02.002 21978.286 15862.932 a o i..... 29' gS, . . TY \ \ 220 End: 35 +12.857 21867.823 15872.244 �) `� . D I ................ .. .. a_ . __ to �-� 9` i' SIGHT DISTANCE coo. Tangent D I �- Parameter Value Parameter Value I e +57.03 . . , . ........ ................. .. 100' STREAM BUFFER -= N \ EASEMENT TO BE ° „ - -- -P�: 14 .. 160 / Length: 110.855 Course: S 04 49 07.3111 E I PHASE o . SP tMIT S \ PROVIDED 5' OFF OF a 119' .I . . . / THE SIGHT DISTANCE LINE o0 .. ..H __ . . �- ..'-, . -� . _'.. N, . . �..... I \.' '----.-, , /` i i 89 ` �` ' ... . I I ' .. � \ .. . LOT •. 26. - \ .:I / '. N 2 -- I - ``, . i , �o ..LOT.24 \\ 20917 S.F . % O9 p /� --- -- -- O -1 ►� LOl" : 22 .. N \ STOP SIGN 2�, - . o . ® � X '. LOT 21 ° I 0 1 L.OT ; 23 1 - -, I . 21;962 S'F. 'NO PARK `SIGN }. / G I / i ~s' -_„ ,. .. 2007.0. SF. I N E . .., .... ) �. 201�34.SF. } 2f?073'SF �, . • .. \ STREET SIGN - N i . �. -.t ` I 1 ' ' . . ` I. i '. .. .. • . . SIGHT DIST CE \} �� O �' A LOT 20. 1 .. .. _ . E , B 5� I w_ 20003 SF �. 1 ' . EAS MENT E �o , % __.__ - + y I I PROVIDED 6 O.EEOF ��-- ___ _ _ __ -', o .: `n '� ' LOT.:.1.9, j i. THE StGHT`61STANCE LINE o / fi i I j I {o° . I 1 SPEEITLIMIT SIGN \�� N 20492 SF, . 22 DOT STD. / • \ w g N l P RKl G .PERMITTED TH f _" =.. 1 oa <°4 �.. 9 17T ry ... . • , BARRICAD 5 /. t ° ` I I S DEF STREET OPILY CG -6 �- . .. . s.. 2� LOT 1g I ....... .. !� , 1 0 h �" 20.034 SF.... ` l - `- 109' (T'P d .....2� +0 R54�:. ...............� \. \ ,____� 1 a e \.. ......' ' 98, ..,..,20 +00......, . -12 / .... ... ..... t ° O +, 1 IGHT.DISTANCE .. ` __ "'� 971 . . ...... ..f.8V.�s�69 .. - ", EASEMENT T . BE .. , 94 + GE 2 ............... _ .. R2 /.... . 1 p .. .. . :, 12` 12' ' ., \ PROVIDED 5' OFF OF - 1 -.:.': ...... ...�� }00 .............. �w .--� . .... LOOT : 47 .. .... j 18 60� � is S . 'SIGHT DIS s. . . . . . . . . . . . . . . :.•. � . . . . . . . . . ... ...... P ...,... \ \ i 58` 1 2. 12` T E.StGHT DI SANGE LINE 95 : ; .' -•_.: �s +oo .... . / L iJR1,V t61� ..... ............... �S . ..:.-..... , . �WESTHAL / \ FTC- .. o FIC1 N .... ., o o TOP SIGN 1s +oo 192 N0 PARKING SIGN , �, �, \ � \ ..... .................. -=� I . . . . S OP SIGN 25 / 0 ... N . 0 0 _ , \ .. . . . .. ,�p2 ........ .. ..... ._- _ -- -STREET SIG /" �-,' -'�� I. \ .. ........ .... .:: . -. -�'. `W .; C ............ . PARKING THIS SIDE ONLY �: _: f.. .. ,Cq \ \ \ PROPOSED CROSSWALK ` ° ....0.0P.". LOT : 30 ... ....... . 1 - _ P) =1 m'o I .... . � O' .,!. ' .LOT 46 . ` i ..... . .. :.��' .......20001. SF.. . OPEN SPACE B' \ .... Z2.. , . � ........... . `', \ \-'`�� STREET SIGN �l ................. . ..... -- , , ... .... ., ... • SPEED LIMIT SIGN . n F 1 M ...... .......... . . o.84 ACRES . .. , :. un .. a . ............... �./ �...... 2.35 `, \ ,� 1k859 12koo... . . . ... . NO PARKING.SIGN. `.. ..�. r 2` i �' p' / �• 11 \ P%.,. .�-. - . • • . . STREET SIGN , . . . . . �_, ............ �.. N \ ...... / / 2�1 / - % `� �/ I _� CG -12 . . . . . . . . . . . . . . . .. `Aa? �. 11 _ ... ... . (TYP) . . . . . . . . . . __---- . ' .. . ' . � . ' . \ `�� • �' `--- 1, _ ,. 1 X,�(1R.` -� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .p �' � "�F✓✓ . . . . . . . . . . . 5� ,- ''� �\ h' ,. ...... , ....LOT :'3 1'.'.'. ...... � / GRAPHIC SCALE LOT 45... - w rn �, 2 � �� . 2001$ SF.... i' . - o� � . ,'�2 ~' (. IC FIG . . . _:. - ` ..... , ...... I .. .. , ... / ! . ' • ' 20228 SF . • . \ `� _\1311P n �_ 12. '1`Z. 5a F 50 0 25 50 100 200 .ice / -p ..,.,... �� 11 -\ `. . .. . , . . . . . / .1 .�. �W \ .. .. ..,� 26,N cfl 11 / ! �_. STOP SI a VDOT STD. ( IN FEET } °- \' ... l- '� 20� / ....:....:..... \ \ ".. �1 1 I , -_ BARRICADE 1 inch = 50 ft. - f"�� ^�\ `1 k ` \e� kR POSED CROSS L \ � '/ \ :..: .n , " 1�> �- (!S R. COLLINS'ZI o. 35791 ,2� 110 111 1411�, t I �R'AL E�� �� 1. I z 0 F0__ Cy U Ln w 0 z 0 V) w w 0 H w ce F_ N z z w z w -_ Z � � Z 2: z o 0 cn U � E a 0 0 0 r Uj W Lnn 0 z z 0 0 � W = m W = C6 � 0 cn m 0 w �- z � z - __ U E- - 0¢ o o 0 0 Uj a a > (f) to LU w > = n f) � ° � Uj � L9 M M M M M M M M N qqt Q00 'q LO M N N N 0 Nom, I- I- -_ � -4 N 0 0- N n 00` 01 N ® :5 ° LU M � 1-4 1-4 L9 a) T_ M N qqt M °' It 0 0- Z. L a N ® :5 ° LU M 0 CN CL N -° ® Q) > Q ® °z 0 z Ld � o w .J �_ Z w z H _ �z i (n W /V(l/ _ S CL ° z � � L � J o L9 ® i O O J ® 0 C EMEW ® 3 0 v} ° -0 U X _j <C U U ° _ !� 0 3 w = w 0 L ° x U.. tl1 Q ° C: � = Milk LI] i- 5 !S ° •-, E 0 � � - a 3 1 a z_ E- LU � w ° W C._ w � z_ 0 z ° tt�� 1- w Q U U) =(O C 1 _ ` J J � 0 ° U U i W o0 Tc �° w CL wi 0 6 �C: �16 0 C) N � C U 0 O N N U W� - .1 C) U w o J �_ O w , t- -+'n• � -° L � U = _ _ - 0- N -0 � JOB NO. � 112072 2 N � j SCALE ° 'w 1 " = 50' c .0 w L c 0 SHEET NO. 0- o 4 °' N ° N -r- I_ 3 v N 0 CL L a 0_ T c a L a N .fl O U c z a ui W N W z C z a W L Ui az n' J D J •- Q L U O O N O t � � N N C C O U b N O U U 0 'L O � U N L N N L Q iC v o v c 0 0 a � c a 3 Z a r" -X� W O W N Z 0 � •O W — U co i Z W J a 0 O O U L O 0 T � L D N Q O Q N N U O X :y 0 U D L U) y N C p) O •- U V O N W p U •- O 'O O "a C N a � O N Qj N > a 'N � U a c N .. c i- a > 0-0 O N W O O t k'c- 3 PROPOSED 12" PLU -� PROPOSED 12" CLASS 52 D.I. WATERLINE i CONNECT PROPOSED 12" CLASS 2 D. WATERLINE INTO EX 8" WATE LIN PROPO�ED 1- 12 "X8" REDU ER- r �J } w —_ + W N NA. STREET A. 0 v N TH 0 SCOTT R. COLLINS `� U No. 35791 2� 0� 2�1��� i p��SS IIONAL j EXISTING 8" CL. 52 Dl J + _ LPROPOSED " CLAS�2 WATERLINE D.L WAT LINE. ` \� .1 `/ / M J'\ ` ✓ i LOT. 6'. \ TO OF � -592.8 5' ....20446' SF �-- i j �i. ++ P SED VAR..WIDTH. !r . . . . . . \ \. . \1 `S / \ / / ` ✓ , 7 /� r 13 -12 m DRAINAGE EASEMENT / ........ \ �. z { / \ \ \ \ j / \ A / rn . \ \ \... , LOT : 10 . ... \ \ ".• . M H 12 ......... C...o . , .. \. \ \ . 20412 SF \ \ 'LOT.: 7 ..... LOT :.1.1. _ . 20077 S F' . < . . . .. D 12 "X6 ".T. PROPOSE EE .20418 SF \ \ .2- 12 "'G. / CD T + . LOT .1* 2. \ - .,/,(\ _ .- j'/ l 21504 SF . � uj f / / .............. . .. i \ . / `APL . 12 11 LOT: 8.... ce j 19 -18 P , \ 20056 SF.. �M H 19 .... ..... PROPOSED F.H. ASSEMBL / / \ s •� T / / ' 1 / / / i / 1 12 "X6" TEE I .. 1 -6" G.V. �. 0 \... ......... /20029 SF'. .: PROPO 8 ":SDR'35'PVC :..... / f / / / / / w I _ EMIR, TYP; ... .... / f �. MH 18 \ 2 \ �::... j ...:......:..:. ParksideVil -1 ........ LOT: .. ...,: ! / l / / / / / / / / / / -� o / /S i L(OT.:.1.7. \ ................. ' ' ' ' / /\ / --- - --� / 0 .. 20021 SF ...... \ 206 ... .. ... ... ...�- 1 o .. PR OSED 6" CLASS 2 58 SF . ii I / r rte- l i / / / / / 1 / ® \ w r: . . . D.L. WATERLINE . . . \ ... \ . . ' ' PROPOSED'4'SDR'35'�PVC�. / /� ... PROPOSED F.. . / '' `Y.: .r p r^ OP OF- 1H 83.0 I OPOS H. ASSEMBLY _ \ \ .SANITARY. LATERAL.(TYP:}..:.. 1 �. \ ....... t Y.'....... / / \ 1 { 1 i =6° G�ti' " LOT: 1.6. - / r / / // / p.. I / l 1 f... / ............. / / / / y / �. .. \ (P} BLOW OFF ASSEMBLY �... �... / PR POSED�B" C2�'S0'Dl. �..'. / / / / / / \. \- o. \ \ \ . \ �' 12 X4 TEE „ , � ' '/' / / /10A -EX 1.TARY /SEVX'fER..TY D- . . /.... ... / / / v / A S II �. �. / 1 -4 G.V. ! .�� _ /.../�....... /.........t...�} ......... 1 ; \ 11 -10B j �.... LOT': '14 / \ \ . ...... ..:. / , Z ✓ �,,,,4, 10B 10A ..................-- :..... - .—.1�. _ 11011 1 1 I 21453 SF \`ti' -L \ ' / JJ .....LOT 15 ..... \' p \'. O�ji :\ \ ,, ...... .. ............................. cn ! .... 20465.SF ..... I` y 1 { .".. s% / ............... PROPOSED 8" CL 50 DIP f \ I / �.:. " %�j/ — SANITARY SEWER (TYP.} /. \ \ \ "' 07- .. ..... �. PROPOSED �1R. WIDTH f \ \ / ACSA'UTILITY ASEMENT --- \ LOT 29 13895 SF Amm I ` MINE . -w tt ' + \ / ..... /\ \='. �! PROPOSED 8" SDR 35 PVC \ Arm .................... r ....... .........' I SANITARY SEWER (TYP.) i ' LOT, 28 f. .. .. .......... / .... ............................... .....................: 21909. S F' ' I ............... ............................... ...................... _\ \ . ---- .....'...... :j I \ .'. \'.'.'.'.'.'..'..'..'.'..'. ,.. �' ................ I ........................ I \y \ \ w r, 14-7 /` 26xo0 5 1 / -''� ` ! PROPOSED IR RELEASE VALVE Zpx° LOT-: 26. \\ 20917 SF LOT' '. 22 1 � LOT .24 LOT ': 23 1 LOT 21 n l I I �' 21;962 SF MH7 \ .PROPOSED. 12 „�„ CROSS I _ ' 20Q7.�. SF. , . ' 20073 $F 2-12,"x8” -REDUCER ' . 20134• SF ` o PR PO4ED VAR. WIDTH I, PROPO ED F.H.}ASSENIBLY'. PROPOSED 4° $DR.35 P�UC T -8 G.V. n-r �n s I AICS UTILITY.EASEMENT� 12. X6 TEE- �• . .SANITARY LATERAL ITYRt_1 -1 IZ / f \ PROPOSED'5 /8 "'D.I: ✓ .... . WATER LATERAL 1 k1(1R t .. ... -r 5 LOT:31..........� 20018'SF.....' . . GRAPHIC SCALE � ................. �. 5 it` ! �✓� o ` �, 50 0 25 50 100 200 1 11 ✓ J?ROPOSED' F..H..'ASSEMBLY = \ PROPOSED 12" CLASS 52 , / 1 8 X6 TEE D.I. WATERLINE �! ........ .......... . ( IN FEET) 1-6"-G.V.- bMH' 1 inch = 50 ft. � � ..L.OT .'32 . 12" PLUG :\ �. ' . .:. 20G1 T SF......... i \ LOT : 45 J1 �Vl N 20228 SF ... J ROPOSED-f- 8':X6:' EDUCER LOT. ':. 44 . 20752.SF_ .` 1 1, 1 f, 1 t ^' 1 1 l •1 1 ,1 1` 11 l a I i\ �r 1 , w z uj OV p cn Z z z UU Z - w (� z m ° ° � ° m W C6 a a n o ° z E N ow.. a > c~n w w W a tY L a JOB NO. j 112072 Lu O r M J 1" =50' E U N a M 6 a v o W t H O 0 N C) d c- c N � V) `C �- N LLF ® c c J Z t H W LU J p = (- J I� ry CL o s V O � y �� U_ U"O O 1 ® W vy � W `vW Q 0 C i 0 D C 0 I � V / O w Ww w z N W � O z Vi Z I J O w > `a iy I� LL Q� c c (D > .N C) X L a z w w z 0 z w z J J O O to O U N L Q X N N t O .3 c a c 0 U C O U O : C 0 0 U 0) c O U O 0 D ai U i 0 O U) a 3 JOB NO. j 112072 Lu O c J 1" =50' E U a c 6 a v o W t H d V) z w w z 0 z w z J J O O to O U N L Q X N N t O .3 c a c 0 U C O U O : C 0 0 U 0) c O U O 0 D ai U i 0 O U) a 3 JOB NO. j 112072 a + C V. v SCALE c 1" =50' E V SHEET NO. c 6 a v a t H z w w z 0 z w z J J O O to O U N L Q X N N t O .3 c a c 0 U C O U O : C 0 0 U 0) c O U O 0 D ai U i 0 O U) a 3 I � ........... GL . '..N _ . ......... NOTES: Q 1 \ ` \/ / � !GL �� -'1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR WESTLAKE HILLS ROADS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. -' �I �,`� Q� ge \ / ....... A° `-' �� J . ✓� �'' .�,, / CONTRACTOR 15 RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND /OR CURB AND GUTTER AND �� i �/ /' \ gp +Op '.• ,,1;;j,- "" _: ` --- THE PROPOSED ROADS, CURB &GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS, --7x -- 4 f 7 "`' "` " '� ' / PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. - � .; � ....�..: �:.... ' . PROPOSED WIDTH ✓ �. / -_ ___ \ .'. _ ' ' `r \ . ACSA'UTILITY ASEMENT 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT SCOTT R. COLLINS'� � -- - _ � LOT -29 WITH THE ADJACENT PROPOSED CURB ELEVATIONS. _ U No. 35791 ,� C 16 10 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE TOPS AND DRAINAGE -- ' \__ ___ -.1 :..., 23895'SF_ . L(t (i �V \ ,. �, '�^ STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO �o c� \ / / ": "; \ , CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR �<' s _.�� \� \ / / ....:.::. \ • .. ..LL . � ' � '/� CONSTRUCTION. ZONAL .:;c' ;:_::<:_W,. ,; °:;_;i ='. j:,.'..' . ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 4 I 3 I ETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITION WHICH WILL BE ': \ 11 \ \ / " S TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS .'.'.'.'. \ 17 -16 �. ---I RWSA SEWER CONNECTION NOTES: 1 � 1 ... ' . ........: ...........:.:.:...:.:......... / . PROPOSED 8" SDR 35 PVC ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING . I . / '.','.'.'.'.','.'. .'.'.'.'.'.'.'.............� ' -Z . < SANITARY SEWER (TYP.} CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF ' �% ' .' :' :' :'.'.' \ LOT :. 28 SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF I / // I . 21909 SF. THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, ATTHE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING i.. .......................'..'.'.. . ,, ./.. MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS --�' - -- -- -, ............. ...'.'.'..'. /..........'... ' , , , , , .............. ...................1 I \ ;_ IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. r. ..............'. . .'.......' .......... ...�........................... lq� I , MH17 F H ASSEMBLY \ PROPOSED ,/ - I ........ .......�'.....'.'...'.'.'.'.'.. .'. \ 12 X6 TEE __-'-- z . . . �...... I ................ ............... ............................... :':'..'.'.'..'...'.'.'... '..'. .. ................. �.................... ............................... I *: �! . 1 -6" G.V. r/ O I ;`. .............'............ ... ........................... PROPOSED 12 CLASS 52 SED 5/8" D.I. / '�� ` �. ;: . . .�.. ............' D.I:. WATERLI E ? : H ' \ PROPO / \ / ...... .. ......... .................. Y / f _ - - ..'. '.....'.I.'�.'.......'.'.'..... ..r- ''.'.'.'.'.'.'.'.'.'. .'.'..'.'.'.'.'..'.'.......'...'.'.'... .......' ....................... ... . � WATER LATERAL v s .'.'.' .. .............................._ \.� / - - V) I 7 . LOT 25. LOT ': -27. \ x °° �// ' w ........... ................... .. ......................... r. 203 3 SF - Z `�� f k / z ... .. .. .. � .......................... 2..2 SF \ 8. z 1 I ` ...:.................... ..'./... �.............. ............................... ` ,. .. �z. - '� �, / //J i ', '-� 9 , o I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ 1, \ _ ___ /�� / I 1-, i' .............. ..... ............................... { - - -_. .�-.-- i � -- -- - -- _ -- . \ .�' f i l I ° / �'(' .. .� .. PROPOSED IR RELEASE VALVE 2�x° \ / { {. { { { . . `� % r I �. { . ' . . % ... .. { I I :.I „` ''. { �. ...' . .. ..' .• { {' .. '` ` 20917 \ e I / % _� __ I / .. ' ... . .LOT.24 :.. I ... . I . r / __-- .----\ \ ___-'"�� _.._ -� ... o .. / �. %.. . .... I { LOT : 21 {. LOT.:. - . { { L.OT �23 � . ..21;962 SF. MH7 . ' . \ ,PROPOSED. 1�L" CROSS \ \ .. { \ 2007.0 SF . 20073 SF .. { 2- 12 "x8" RE- E)UCER 20134 SF. ., „ ' ti� ° �/ - \ % \ . { PR PO ED VAR. WIDTH { { I { PROPO ED F.H. {ASSEMBLY . PROPOSED 41' SDR. 35 I�VC 2 =.1 "-G V. kO - % , �CS UT! ITY.EASEMENT 12.X6 'TEE . SANITARY LATERAL (TY .) -8" G.V. \ i t -..-�- '. LOT : 20 . \ . . , .. {. 1 -6" G.V. . - . .. \ _% l \ I ' ... PR PO ED' 4 SD.R 35 P1fC PROPOSED 518 D.I. ' . _, \ - � .i. .. .. 20003'SF�. SA ITA .Y LATERAL.(TYP.) . ____ o :1 LOT : 1.9 TER LA�€RA -/ PROPOSED 8" U - - t/1 :',� , 20492 SF. PR P ED 8 SDR 35 PVC Uj 1� }' --- - - l S Ni R�SEWER(TYR.) . _ 2 /. / ..'.'.'...` \ f "fir Z { �-.. LO . 18 . ` . �. MH8 _ _ - __- - ... /...'.....'....... \ __ �, , �- o PR POSED F.H. ASSEIVIBCY .... . / , PRO POSED 5/8' D.I.. j =-- \ \ , 20034 SF. � . . , 12 "X6" TEE L _ . w . . . . . / . . .. . . . . . . . . . . . . . % w ,'AIR b4fiERA� ...... -'� '� �, ....1 -6 G,V.. .......' - .... ... �-' u - jv** - ' . . . . . . ._.- 6�-�' `. . . . . . . . . . . . . . . . . . . . �Z- . . �/ . / . ) ` --� °f i r�', MH9 � f W �� _ `....... _ _ w' -� W . �- /..... LOT 47'.... __' m ............. , 3a--"_ . 61 Riw�, r - _- \ ,-nAERLINE C? L V R 2 'SF 'D 2397 N .. \ ..... DRIl D LA / "�'�F \ I vy V11EST1=IALL ss 52 •� � k �---- .... ...... ... ; --- iii PROPOSED 12 "x12" TE a ..... . . ... ..... _ -� -- ....... 6 1 2 12 G.V. __ - ____ --- / , " .. . ........ .... 1 -12 x8 REDUCER .. _ = :-_` ........ I .... / /. ... ` , \ r.. - \ \ . \ . .. �i . . . . .. / cn 1 -8 G. �j / . ... . . . . . \ F_ . .... \ . . . ,----� \ X rn � F_ -'' , Q X61 R \ ...... ' ... LOT':. 30 ............ MH6 / . .. ................/ \ -- \ \ o ' PROPOSED 12" CLASS 52 fn /.... .... LOT : 46 - ... \ z v 00 `2 CONNECT PROPOSED L .���� ° '` � ; .. .... t /'�� � , oo � �.- O- 20001 SF " \ O \ 8" CLASS 52 D.I. WATER IN D.I. WATERLINE - .......... \ -• --- z z z �...... PL.. �- �� 5'( \AP ...................� . �. .. 20359�SF.'...'.'. % \ � a O O O � w F_ INTO EX. 8" D.I. W/L .... �I. . ..... . \ .. . ... . . -' .._ - \. IN WESTHALL DRIVE _- .. . . . . . . .... ... ... ./ U Z - 1 41- U, . . . � \ �. j / \ ` '\ ', / � c=n � w p °� w H /�� ° . PROP03ED 5/8" DJ: \ . \ __ z cn v a z WATER LATERAL_ / ... / \ ` \ r f �' !� N a nw > m c'_n `, . \ \ ...... ..... ...LOT .�31 .. ` / . - 1 a > > � I Nvc� �r-__- ; 20018 SF... j . , LET : 45 { �, o \ ( ` , , \.. 20228 SF . { `�'' ~} W LU fi - , \ . . . . . . . . . . l ,_ __ \ ..-- ` `, � % \ \ ,, \ ........... .../ �. A \ ... 5` \ . . . / 1 \ 11 �. : 1 '�\ ✓ / _PROPOSED K.H.. ASSEMBLY w __� ��� ` `\ �'�� , I PROPOSED 12" CLASS 2 `, : „ ".T \ � ROPOSEO'°f -8 X6 �EDUCER \ 11 S 5 / 1 8X6 EE \ \ i , \ \'\ \ , \ D.I. WATERLINE __ , . . . . . . . . . . . .1 -6" G.V. �'.G -v'- ... .. . \ ` .. I / �, LOT : 32 ;\ � \ \ 1 \ ' j 12" PLUG �' .... L ..... I , \ , 11 1 \ ,\ \ 20011 SF......... \ .... \ \ \ \ \ ° MH 20752 SF....` ` ........... /' \\ \, i \ `, \`+ \ \ . . . . . . . . . . . \. . . . . / \\� \ M M M M M M M % i .. ` ....... -/ ` o +-i ,-1 N \ '\ S \ `\ \ \ \. , _,-- ....... ` PROPO.SsE6.4" S R 35 PVC ........ N oo rn I I .-, it A_ \ I \ \ a \, \ �OPOSED 8 ".SDR 35 PV . ,NARY LAT. . . (TYP.) . .. \ ` \, \, 'k \ 1 \ ` ` ;\ \I'll \ ' ,i . �. ' SANITARY SEWER. (TYR, .. LO.T :. 43 . . . . ', ������: '....:' ..'... r - _1 \ i �- \ RIVANNA WATER & SEWER AUTHORITY ( RWSA) \ ,\ \ i f ` �\ GENERAL WATER & SANITARY SEWER NOTES LOT 33 \ ..... 20841. 'SF . � . � . � . � . � �____ (\ .--''�' �,. \ ` ��_- __ , V\ . o \ FEBRUARY 2011 20000 SF ' .... . k. \ 1 ` \ 1`; ° \tP \\\ \ 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER ' ' - � '� f ; \. '% \ : t .� \`, 1 t \ ! , t \. . . . . . . 4 ........... . \ \ \ \ \ \ ANT SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEiY1ARLE � COUNTY SERVICE AUTHORITY ON 3Atv'UARY \. . ........ � \ \ T_ \ \ \ \ ,� 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. j / . . . . , � . . .. . . . . . . . . . .. /�/ ;' M \ \ ....... - \ \ \\ \ �, \ 2) RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTI0N \. PROPQSED 5/8 D.t. ` I \. ', \ ` �` \ CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. , \ � ' ' ' ' ' ' � I ': � \� �\ - f� = �\\� ,\ ° �V1/ATER.LATERAL . . ... . . . . ` . . . . . . . ... . ..LOT 42 . . . . . 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 -552- 7001). /. , \\ \\` --' \ `�' \� 4) RWSA ENGINEER (VICTORIA FORT AT (434 977 -2970 EXT. 205 SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE 21291. SF..... , j ` I j N % l \ , ) ) LOT ; 34........... \ \ , .. PROPOSED 4 ". SDR'35 PVC .... l -•-'', , d" ,,\ \ �_ �, START OF CONSTRUCTION. .. \ r % ( / ! \ \ \ 5) ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT SANITARY' LATERAL (TYP. \ ...... 20002 SF ........ )� .............. �/ M °' /�- d- 0 / \ \ \ COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON / f , / � f a- , ' \ + \\ \'', ,--- \ \\ ° \ WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. \' . ' . ' . ' _ j / M H4 �� Z 0- -' �f \ �� \. \ ' t \ 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS TO THE EXISTING SYSTEM. .. .:. N \• O a �� \ 1 ''\ ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. \ / / . ' -' f ' ' ' ................. ... �� ! L %' .. . . .. .. ' . .. PROPOSED 6 CLASS 52 ... ............. I--- � '� .2 \ \ \ --'� \; \ \ \, 7) THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS 0 �/� \ `;\ -� NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE ` D.I: WATERLINE I .......... �..� ` \ i LOT : 41 \. N \\ ` \ i \; o \ LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL � . . .. ,/' %, D / \ �� \ \ --- \\ \1\ IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE --� ' 4 3 20845 SF ....... t \ Q CD \\ l i I ,t \ CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, �. . . . .. . . . . . . _ , . .......... > Q o I • "e \. \\1 t ti :, \ WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR � - . .. .LOT : 35 _ .. _ _ ' . . ...... ....... _ `� % \. \ + ; \P\ \ TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. - - 20024 SF ' ' ' �` \. w ® w `, \ \ \ ; + EME WITH T SPECIAL \ . . . . . . . .. .. . i �' z I lk \ \ \ ° 8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EAS NT OU ` / \ J z \\ ° \ . . . . . . . . .PROPOSED VAR. TH SWM ACCESS & MAINTENANCE EASEMENT - -0 CD % 1 ',t \\ \ \ '\` �____ , \ WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED ACSA UT1LtYY EASEM �/ �.. , / \ � a z ;" '� \ I �' \r^t \ \ ;, OTHERWISE BY RWSA IN WRITING. \ ............ PROPOSED YAIR.. WFBTI '. ` 100 SIRE :.BUFFER .......:.:. ` AND RWS/� ACCESS EASEMENT \ W Ln \ \ \ \ 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA ✓ I i/ ° z * ' 11___\l), \ \ i �1 DR IN EASEMENT . . , \ a- __ \ \ \ '\ _" \\ t --\ \,l \ \ \ '{ APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. \ / / . ' • , \ o .: } _ \ -' - , \\ \', { \ 1. (_0 � '• FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST -CCTV MAY __ . . . . .. ' . . ' \-..%-. . .. . I \ � Q }. o U 1 �; \� 4 \ \ ° BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE / . . . , , /SWM ACCESS &MAINTENANCE EASEMENT ® _ Q) o - 1 1; \ \ \ \ \ +, PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE / . ' .. ' . ' ' . ' ' ' ' ' ' ' ' ' MH3 \ ' ' 2 025 SF r AND RWSA ACCESS EASEMENT \ J - o \ O . .'.'.'.':'. /_ ''\ '\ \ \'. \ \ ,\ REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. j \ . . . .. .I ... . ... . ... . ... .. If C o :\ ,�-, ; \ \\\ \ i0) THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS \ . . . .. . .. . . LOT. '-.36 . ... / --- . _ . i . .'.'........'. '.'.•.'.'.'......'.'........... Q (n - - ° _' __= \ ji \ \ MADE UNDER AN EXISTING FACILITY ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE � 3 �` .... ........... ........ l ---- l 1. 1 r i \ ° \ Q 2001.0 S F ..... _ _ � ° ° !{ a \ AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLIKE OF THE EXISTING PIPE. ......................... (� .� j ° `........ ... .......... o • +.•..,. \ I I , , \ \ 11) NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES ' _ -= > y.;:. • \ : ± PROPOSED .F..H:.AS.S BLY :.. <,•:t:...- , :::: :: :: ::..::. .,:..,, . - :.� S f 0 \_ - \ E APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF - ° °_ 0 ,_._.r 100 100-Y EAR FLOODPLALN \ _- , I , ... ... �•,. :' .,,:.:n -..... & 1 REAM BUFFER I \ FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER ' " ` "' °' ' 00' ST 0 a i__-- SYSTEM. \' �-1- _ .... LU o ""- - I I i !; \ \k \ \ �, 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. P POSED. "- ....'.. :... . w Q // 11 O i j \ 13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING \. . . -90 END. . ~ I ''1- � ' i ! i I \ OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. LUT ' 39 / "'` ` � a, ,_____ I I ,''�+ i \ \ 14} TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. V l w / 200 7 SF / I' ` U) a 3 l__: i 11 l'! 11 ---- 11 \` \ ... I ...... � . , '' : :.-.: I * ��.Iz I fi I I - -- ; \, February 6, 2013 LOT.:.37 �. / ` G. -::. �j z o i ti. ..Y. __I % 'L-- `_ '---- -- \ \ `\ cn \ \', \ .......2000.1. SF .... " LUT' : '38 \ ... _ .... _ .. o/ °- .'. ::..:::::. 1- W I l / '� \ � �-�� ! ;' \ \ ACSA GENERAL WATER & SEWER CONDITIONS PROPOSED'20' .RWSA.... / z " / \, i 20028' SF 0'f C I j ;\ At�tD ACSA ACCESS AND 1 I "�. a 't ( 0 0 ° EMAR COUNTY SERVICE AUTHORITY ACSA J 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALB LE ( ) UTILITY EASEMENT 2 1 �•.. .. . * s E- ° ... . ... ::.. 4` .., I--_ I \ \ INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT / :. ' '. ; . ' ' ' ' ' w ° C ! j \ \\,` THE START OF THE WORK. / / �'�_'' • .:. > >. A III AL'20'.'R SA I L Z} d .� '' mi 0 a ���' / 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY y h` �� T - DIN_ _ _ 0 F k: � \ o SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR •.•' : ::.. „a . .III.-. / / -� --- - / / / 0 \\ '\ /�� I / \ SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. MH1 ......'..:':':':..'. / °�/ "`= / // / / / / �... __ _ T/ - / / / O N 1 \ , l e I N LL MPLY WITH THE URRENT EDITION OF THE GENERAL ......... ........ .......'.'..'.....:....'.:..... f ';.;:` / I / �- / / i _ 3. ALL MATERIALS AND CONSTRUCT O SHA CO C - C) / i, \ WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. -` .,h: r�'.' '� . / . .. . i / / t 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. . . . I I�' . / ~�,.., /� 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 -552- 7001 }. : `; . • / / .... ... � . . X ..11 � LU / r ' WATERTIGHT ... / ," / / / / . /... -�. / ... �..'..'. '..'�... /..'.'.'.... / ... ........ ....!� L i - = 0 / GRAPHIC--S- C OLE 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM F COVER ' ' ' ' ' ' ' ' ' ' ' d � �= / I ...'........'A....../.1 ..../ . \ ' ' ' ' ' 'I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ' ' ' /' . ' . I / . • • CZ .. b ° !, / r , ! WATERTIGHT & C VE // / / ..... . / t- so J o � 50 / 10 20o i / THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE L .'''.'.'.•.'.•.'.'.'.'. ....' .......................... �' ,•' / / / :::' � / / %... I... .:. ... 'L I''.':'. ':'::.':::':y'::':'. w ' I1 \ PROPOSED 8 C 50 DIP :::: ..... ............................... 7 / / / / j / ... I ...... / / /..'.'.l'. l'.'.'. /'.'...'.'.'...'.'.'. j. = 6- 11 I LATERALS AND WATER LINES, ETC. SANITARY SEWER ......,', / �/- / / / SEA � / . /.' �...... / . 8n .I:. .L. i. • ... • 0- (n ° o i --e- ---o °"'- a-- :':'.'. :'. Gre .'. , /..... / �:': r :'0 .. . �:':':':':':':':�':'.': j..:�:�..:':':: %:'::':� :': - ,.: _ -e_. /� ..... .. ... . \ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. --� / 1 / I `� /• • ' ' ' ' ' • ' / L. JOB rvo. �, ......... /.... /.... / '... f.'.'.. H. R ....'.CZI�... 85 / ...:.. ........../............�....... J._.,. o � i' N FEET) i r / \ '-.. ........... ................................ / / �/� / S� 1/ / /................ / - 49:79. .. ..'/.'......'.'....' O- .... ............................... •- \ 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE e- .:- ,e- '.'.-- .:�'. --.o- �'.:. * ]' I........ t�v 5 / ° ° \ ...' ........... /: ' / j /R I....,. � ..............:.�.:... ✓....'.; / / r..........j.....�.::.... / /......./....�.... 112072 ° 1 inch = 5Q ft. I DURING A FUTURE EXTENSION OF THE LINE. ..........• .........................•.. •..................,:.;/....... /.... / /. .'.' ....... /..'.'.I'...:. / �'.:':'.': j:':':': /':': %::.:%:.....:... f.... .'.....' 0 \'� it ' �'' ADDITIONAL 20' RWSA :::::.:::::::.::::.:y ��:.::::::..... / / % / .....'.'... ........ / /..'.....'. /..'. .'..'...'.'.' .'..'./ ...'...'... /'.'... / I SCALE / / /..... / ... /....... / �............ /.. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. EASEMENT PROVIDED IN ....... I-�/ / / / ..- ............' ........... / /.... I _ , o C ....... r ./ I ... .'/ ...'.'. /..*.'.........../'.:'.' \ PHASE 1 ::.:.......... / / / / / / / /. / i . I / /'.'.-.'.'. 5O - \ \ 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING ,/ I I j I............�....I ...:.... �.. ... / .:.:..... I..... .�............�...:. /:......... /.......� ............: f. . -,� _�_� / / �'' E / /........' �` BRASS FITTINGS EFFECTIVE JANUARY 4 2014 SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING / / -� C�`i -MN /86 ......'..'.'.'..' / .'. / / / / ° > I \ j, / \ ( / '/ / / S I / /I TOP. .'.'. /..'.*.'..'.'..'.'.." ...� ........I ... �........ �.. / / .............../ ....!........� ................ /........�... ........'. /.............. ...'.'.' /.'.'.'.'.'.'.'.'..'..' SHEET ND. n o I \ WATER ACT). / / -G- ER / / /......... I .. I............ /.... /........ /... I ....... /.... L.'.'.'. �. % .'..'.'..'f...'.' ........ ..... �........�............ ° `� \ \ / -E� YI...� .....4 ..' �:':':'i:':':': .....'../ ...'L ......'. /.... I :......:�':'.'.' /:....'..i .. r:','.',' /... L .'.'.'.'....... !.'..'.'.'.. �..'.'i..'.'.'.'. i .... !.'....'...' .:: �. 7 ;` / / / p / �/ / / ... /.....' ........ ............................../ / /... /..'.'.'.'.'. I . .'.'...'.'..'...... � R _ Y L __ /--- _ _ P _F /\' \ \ \� \ / / NOTES: �' ~ -\ i ACTH 0�' -7 __ — v �^ 1 .-- — \ \ ' i _ — y — ` — — — __ / 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR WESTLAKE HILLS ROADS TO ANY ROAD EXISTING OR / I--._ _� / / _- ?' :7--_ ` ' + __ _--- __-�• — ~ '' / —%_,_ -�--�- / -_ - - -� ~ /L=-f � 7 7I __ 1 � �� � � \ \ \ \\ \ UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN i . / Q ��. � I , o� ,- _ � ,, - S ✓ ,/- -f- - - _ / �� - �� / --7 / f , -�' _ -?� �� 1\ ��\ \ \ \ \ �\ \ �\ / THE EXISTING ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB &GUTTER. CONTRACTOR SHALL \ // / SCOT R. COLLINS Z --� - - / _ / f _ 7f - / / � '; `�\ \ / \ \\ \ ~ — _ _ _ — — - - -_ / CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT I -"- /I' 1 . 5 �= - % ._ -,/ / / `/ .' �\� .'.'...__ . \ \ �\ \ 1 ` \ ___ \ / / U No. 35 791 , �— ' - / ,/ - .......... .'.' - \\ \ i--, ` \\ \ \ \ \` \ \ \ _ ' ` / \\ -y / � f� (t� �� S/ _ - �- ____ / / ....... I ............. BEING PLACED \ -... 2 \ / _ I �- 4- I f - - I. _ \ \ / 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE J — i / �'o o ..... �'. ...'. \ � — _-- — / ' ' \ \ \\ \ / TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. -- �'s �� _/ \ / / ��, - \� - �/� ��\ + •- / / / 1 ir/� -I- �' 1- -/ - - - /�_ I % �/ .... /..... - `.'. \ \ \\ \ \ _ \ / / ✓ / ZONAL E - I / � ✓, �� /........i.....,........�._.- - ...- .�._�............ \......... \ A \ \ \ / f 3. ONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE � /, / - ... ........� ................... . . \ r.. — — -- / / /'I /' _ _ _ _ �. ...'....\ ` \ \ \ �\ \\ \ \ \ - _ TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING DRAINAGE OR UTILITIES TO COLLINS ENGINEERING \ / / \ `- � _--- - -- — _= _ - _ \ \\ \ 1 \ \ \ \� \ �' �- \ / / / FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO f _ _ - _ - ,,--r' - _ -, \ - .. \ . \ ' '.' '1' ' ''' ' X\ \ \ \ \ \ \ \ \ \ /-- '/ / ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. / \ , F58A _ =j-' -=_ _Wl--3 7 -6'; W2� I I-- =2`5' -- -' _ � _ — _ _ � _ . \ \ 1 I' ;�; ; : �/ �` \ \ \ \ \ / 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. / 11 _ - - - -_- - - - - -_- - -- - - -_ _ . ,� - - - -- - .- � .. _. T •.•\ .\- * "I:. -�.- •.,.. / \�`�. \\ \ \� \\ \ / / 5. ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PERVDOTSTANDARDS. I `.) >/ ______ F58B - - - - -_ _ _ - - - - -_ - -_ -\ - \ _-�.,'---- - - - - -- `...... \. . \.. \.... \.. �.... \ '�\ \\ '- \ , \ \ \ \ �- / / ___- \� 1j F57 _ - _ - - - - - z ` T._ __.� \ \. \:...�'...\'..\ .'.\ . \' \ `\ I % �` `I\ \ \ \ � � \ \_, \ — ./ / , \ J / -- ----- - - - - -- _ / PLUN6�1�00�,�E -E� IL SHEET -35 - -_ - - -_ - - - - -- x. . ; \'.'. \. Y -_ \ \ \ \ \ / - __ / DI -3B' L =� . o - - _ 1~ \ _- �.\ -�.: .::`' �... ti. \...� :�.: \\ ..�.. \''.\:''� \.;.. ,\ \ \ \\ � \\ \ � \ 1 ` �. / / / — } \ \ \ i r / -- / .,,.•,•, �.._. + r --/�' / / J — — -- \\ \ \' — — � — _. ' \.. '�.\. \ \,.�'.��.' ......,�. \.`.. �'�.�\,.�.'..'.'1`. \��.��.�:.`_ .. \ 1. \\ \ \ 1 1 \ \ -- / ,/� \ \ \ I ' / F ..� \ \ \ \ \. �. \'. '� \'....' \ \ \ \ \ / t r -� \ _ _ _ STD �UQ -!>k - '' . . -j . . .. .. . - - \ . \. .'..\... \ \ \ V \ % � .,_-- ' \ ` \ ' \ / _ 1 VD^ STD. 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I \ I / // / _ - '� - \ - - %- / / / - / _ z �I \\ \'` �JJi i ,- 6- �- -_ / / / / / / EC -1 CLASS1 RIPRAP \ \ .::� \ \\ / / / \ \\ \ \ \ \ \\ \� I 1 i f ! i I ( / \ \ -// i /-' _ . ( \ �\ \ `. / / \ -1,: \ / / \ 23 - SF = -,. \ \ \ \ \\\ \ \I t 1 , + I \ `' - - Q \ \ ,._ / - \ \ \ \ �. V 1 t CU L T 16 +7 U - - - / / / / . ' W1 =6; W2 =20'; L =18; D =2.5' t ,,., / / / y / : 4 . . . - \ \ \ \ \ \ `` i ! I 1 I ' ( - _ \ \ -_ \ \ ` / VDOT STD EW -1 WITH -, / / y \ / - \ _ _ _ / \\ \ \ \ \\ \ \ \ \ \ \ \ \ \\ I f I ! ! I i l ,! - Zak ' , _ C,r) J _ J: t _ \ \ ✓ y �, y - _ \ \\ \\ \\ , I i i 1 \ / / _ \ y / / \ , \ _- \ - >0! EC -1 CASs 1- RppbkP / / / / \ \ I =t / / /� \ \ \ , \ , , ! / \ _ d' \ y VAR WIDTH SLOPE, MAINTENANCE \ ; �., -: S: ' ;;• :- I -3B, L -8 \ \ \ \ \ \ \\ \ \ \ 1 I I \ { / / / / / o - o ! \ _ ,. �. ,. , / .i�:i osJr. `aJ i ?: �:. 89 \ \ \ 1 i ( { 1 \ ✓ I 0- /.. - \ 1 \. 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I( 1 -v''\ 1' "0� i \\ I I I I I I j� t I U '\ 1' i \\\ t \.t \\ �i1' // ) I I \ \ t \ \ \ \\ \ -, J \ \\\ \� ) 1 - t \ i \ ` -- _ l \ \ \� __ DI -3C• L 6' I \ \ �� I J __.t _ t I_ I -�I F44B r I ' ' ;; A 1 I I 1 \1 I 1 i I `1 ( I I \ �l 30' TEMPORAR GR*DINb , \ I \\ 1 E' -N +C I , CO _N +C 3F E' N11 ? j AVENUE CQINNE TOR TO E 1 I / I I VACATED WH EASTERN AV NWE \ \ IS C .NSTI�UCTE'D 1 I " Il f D.f394077/PG. W5 J' I % 4 ;r -'�, /� ~ / /I I [ I-- 6-'L=81 L } ' / ` / / / I I F46B 1 J i J J 11 i I !, ! /J J /I I 1 / I ��� � J� /J J 1 I / J� i l I I / r I // // l /t t / / / I 1 1 \ I / / PROPOSpD 41 C LVER I \ ,' / /WITHjVD T tTb. LW -If �, ?,-_-ZL-y-1 FOR WEP- Ltd P I 1 I } i ;; G 1 1 // I I 11 I, '; �} 1 I I I I � \ 1 1 1, \l r\ � \ -- \\ \ I l - `` \ \ 1 \ .\ --_ \\ \\ �K ,\ \ / \ \ f '' SDI- 3B\ ' '1�7 \ \ � ,\ \ \\,\ \-./ \ .--\ \ ,\ \ \ \\ ' - �� \\ \ WEST HALL-PH ASE V T\� \ \ \ \ \ \ __- -- 'FINAL GRADING DI -3C \, • -�- , \ - i \ - -- - -, \ "I - ' � - V \ - R® \ / ulvert _ _ _ \ \\ ..y... ✓. ,.,.. / / / - - \ ` / �. /% /`\ _ _ _ - =r' , _ / f'! /-' _ _ -� \.\ \\\\\ \\ \ \\ NOTES: !'� -- \, ph' q -- -•� / f - - - / �.. L -8_ - _ \ \ \ \ \\\\\ \ \ 1. CONTRACTOR SHALL VERIFY ALL TIE IN ROAD CONNECTIONS FOR WESTLAKE HILLS ROADS TO ANY ROAD EXISTING OR , .Z / / / -3 `� \ Y TH EN NEER OF ANY DISCREPANCIES BETWEEN / _ - f / ...:,., ! I t / / /- .. _. _ . _ ._ �\\ \ \ \ \ \ \ , \ / / \ - °` ; J / -� , t , 1 \ \ UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIF ING E GI ` �� I J c � '` // //l _ /'� /, \ w,.,; ,\ !/ - \ - - `\\ \ \ \ \ \\ THE EXISTING ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL ' / // / SCOT R. CoLLINS - PLUNGE POOL, - -c*) AILS % � \ // _ __ / \\' a;;;,, \ 2� \ - ` % - ...'.'.'.'.' / _ _ \ \\\ \ \ \��"\ CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT f / © T ''" . - \ �/ / \ .;:,. \ �. .. DOT STD:. \ \ \ \ / --- -_ - U No. 35791 ,2� -_ -- -- /� /�" f-- r �' / \\r :. y DI -7 \ \ A \ 00TSTD:.UD��._ \ \\ \\ \\\ \\ " \ \ \\ BEING PLACED. r f ff x -6 0` _ �o , F 1 -� - -- - - _ - / // // L01 ,gOOOL SEE &TAIL SHEET 35 '` \ 98 - _ jj / \;a:_ \\ \ / j3 ; L =6 / _ \ \ \ \ \ 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT � 1 ~� `~ ` - / // / _i/ VDOT STD EW -2 WITH \ \\ -✓' /�/ �� �3�LOfi: '\ \ \\ \ \ \� \ MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. f- / f _ �sslo E�,; - 62� % - - - - / / / / , EC -1 CLASS 1 RIPRAP \ \\ / - \ \ \ \ \ P. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE - _ - CUL E 'T 16+ \ \ / / / / W1 =6; W2 =20; L =18'; D =2.5 > ` >; ` \ r • -- \ \ \\ \ \ \ - - v/ VDOT STD EW -1 WITH, / / / \ __ / - \ \ \\ \ \ \ \ TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLL WS \ • ' ' ' = >< EC- 1-CtASS 1-RIPF P � I fir ' I -3B, L =8'. - �� ` \ \ \ \ \ \ \ ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY l _ - \ VAR WIDTH SLOPE, MAINTENANCE & �: \ / \ \W1 -9 , W2 -10.0, L.- 85,D=2: f // , DRAINAGE EASEMENT -° -` > _ " `< - - v ° / - - � \ \ \ \ � \ \ \ SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. r \ f �\ :,:.... / \ \ . I . 4 \ \ VDO-'f STD-EW =I WITH f - -' � // / J 90 \ \ \ \\\\\\\'\\\j ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. - , - \. \ .} � �E�1 CLASS 1 RIP_RAP" -%' f -' \ .�.... / ,� \ \ \ 4' f _ . f•'.'1•'_'. ' . \ \ \ \ \ ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS. / . f. \ W1 =3.8; W 10.0' ;1 - =58;6- . ' FOREBAY, SEE DETAIL SHEET 27 \ \........'.'..."t:.:.1. " ...:.. ! ....... r �// - - - . \ \ \ \\ 5 �- _ _ _ _ - /'.• • SWM FACILITY �� .'.:.'.'.' :.:.:..�...!.....1.......//. �- , 9 A - \\ \ \\ \ \ \` \ \ \ , dm ,. ___ - / ::....D -1 WITH V�:i: ( \ v A A \ - - v `� ............ .. A. ..'.... 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OaU 24 - - - - - _ - ;-< _-, � ' 'LOT':'30 ' . � ���... f../ ../ . //. �..�/ r I / I / r / // / 1 -- �\ \\ \ \\1. _ --, -------- _ \i r _i ' • VO R k / a' - DI -3C, ' -6 � / / ... \..20001 SF ! T f 46! . / .... / ; / / f/ // / / / / / / / _ - _ \ \ \ I',, �' \ \ 1 m L =4 /.. . o� -t / / 1 -3B, L -10 \ . . . \ A - _ , . �..�/ / I / / / / / �� _ _ / 1 \ u COL.. - / / / \........ - 13 - / 0339 ��. /t .. / J / f r , / - _ - %� , \ \ \\ \ -- -_ w -. ���-` % ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL WATER & SEWER CONDITIONS 1. 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 APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. 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- 7009). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) 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 VAL VE 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 (SENA TE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). TRENCH PLACEMENT PAVEMENT SIIFACE 6 LASE a G o Q o O 0 0 12 wE^ NWLiVK. a »q, a.a_sy.o -a• o • cr • o -o -o .*-- *SEA VAIeiIAl TYPE i#Ea • • • • 457 AGGFEGATIE, 98 AOQtE(1ATE OR CRI SM .. s GLASS iIEE`tlll® 1it3 CJtlIIA710I,i KnILREiEli1'S. GEOTOr M.E ORA0 AtaiE F^"C 1 TOP OF GIIT VAVEL LAMES t f urecwr L� TOE OF FU T YPlrrua or 1> PIS VIA (PLACEMENT OF CO -1 COMBINATION IINDERDRAIN) OR .rte- PAVV"T• StJRFAt'Ei 6 $ASE %p 1w v Np +P Sumom Imt Cmw STABILUM Sun" kk . c . a _,p . -mom SELECT MAT WK TtYPE I�R 5U • • (CE#m Oil Um Sf ! 6E()iEXTE f 067 ACGREGATIE, #8 A001£GATE OR Cif F , s MEET616 #8 CRMATN7H I�E(xMfEMATiTS» GENERAL NOTES TYPE OF PIPE cwJSH MC STI Ia ill T. 4" 19t9A1. OMV& -M NYI W.T. a. 1i w IFIMETEit $MiOM WALL PVC .103 i Pi{3Mt EFtT �tNA O.i63 40VERkV..3' -0 AT 810P3 a SAO= WALL PE 7� END � THE CU4Y€RT MAY E1!#ER 70 PSI THERE STS PAVEMENT �i: 70 PS *XX �f WALL TNICWM 0/10'- INCHES XXX TESTED ACCOF04 TO ASTM I1 -2411 AT 5% ACTION» I AM BRIDCE STANDARAS 9-EET 1 OF 1 REVISION WE V&04 501 701 #4T4TfLE' I PAvgp 5 tNXI R Low TODINALL PERFORATED. PIPE �'4 STABILIZE N �-- 2#B A GATE GRAS r m LAYER TYPE: OF P{P CRUSH#4 STRENGTH #WT W� : WIMETER SMOOTH 'x303 GEdTExTIRE t�RAtNAGE FAe�ec CORRIiOATEi).. '£ i Pi{3Mt EFtT �tNA I AASHTD U-252 SEE NOTE.i 1F67 aTI::M1S 1yCO EUR � -o" a" MASS: � '� :GRVATM `REST. NON., PERFORATED OUTLET PIPE :FOR' USE UNDER. COMMERCIAL ENTRANCES.: I} FOR OUTLETS _ . a (1F? PAVED. ).SHOUI.DER SECTION tFOR USE. WITH STABILIZED - OPEN.b.GRADED DRAINAGE LAYlER3 T .: ' CIU6 REAiGTi mxt,T +" NOW amenR SMOOTH MALL PVC 'x303 GEdTExTIRE t�RAtNAGE FAe�ec SMOOTH +AIJU.L .PE : i Pi{3Mt EFtT �tNA TD PSi �€�f3{: ': O Rt t 314kL BE CELT UNM CI1fl8Nw, 4A TTER. Iof Ei:._fgIICAL P�P�Ey�CLLVERsTrp,(SPAAN x�¢ aw rlICHES NOTES: '3 ' /SW �E E.TEST�►s RD 14 TO 'ASw o- 2412'JLT S%L�EPLEC'tlDt+i. GEdTExTIRE t�RAtNAGE FAe�ec ME TW of Et1D1Yi11 i Pi{3Mt EFtT �tNA i,ECTA�t} 1CP'E� GPE: 40VERkV..3' -0 AT 810P3 a 0y-81, 7� END � THE CU4Y€RT MAY E1!#ER 2. TIPS ITEM MAY 8E AWCAST OR CAST N PLACE. STS PAVEMENT �i: 3, A .L CAST 9I PLACE CONCRETE TO BE CLASS A3. FOR PRECAST 'SEE %lEET is ON SHI1Ll.OW FLLS *MElIE Et�tYAO.LS ARE 1' OR LESS SM�.01M SHOII.M TtE . " D ANWE LAYER ` „ -- ,a. SEE NOTE 4 r' Ep '� .:�.....� 9. '�+�u CHAMFER MAY BE PROVDHi ON Pil EDGES AT MAiRIFJ4GTitliE{t'S OPTION. }�AVE6 MQFI Y' C 1 p ° - 2 -O 2'-9C 2 y y+TW" i -" } # -Y - 1R"iA. At £014 fE, N6 A G +ITE r4 ST' . VD-4'.REQ'O. : - .' f 87?I}. i10-4 f;E'EYO. iYAk55,;ERNMG:M6 (iRIiAA710N IIEAtHRE41EIiT. 0, a -a" (?'-9" p App fi .:CURB: AN!E► GUTTER_. SECTION_ :... ;. : : � Vii{-_ d `Y� i :: � �r.."IA� :,, (FOR , USE : WITH STABILIZED.. PEI - ORAC►Et� DBAiN E � A,YER) � n1 � I 0'`9" SAT � NOTES. 5-0'° ES;Ep I 1. A•° ii8tiNI 1. PROVbM ATTAMC '4"- OF S LATE +O*N TW OF PIPE 3`-3" EDG MR !ORE AREAS :2,. WEN THE LON ORECUX :•1dT0 AA STIR ICTY ' +,-M1• (►°x%" ; dDROP �,.ET: NAt.E, ECT.k. t�3F]- PI7�09iNTEi) 1'}t:93LET PIPES .d?RE . Ni3T �EiiNiSE11. 4'-7° , 3: Ri EI I VATitki AT i7tkTEL i' {iI fi ET !'' TO MM'-0" 9"-1" ABDYE AVERT €i£IfA ME t1F RECEiVtMI i AIMAOE INT S7RUGi . 1D'-tt" *AIC YAIIli& OF 000011ETE 4, ALL CONNIECTmS MLROWS. INYM ETC.).WITtEi PAY :I TS FOR 4riPtLEi PR'E *W- Pftl 0.2411 -•r- ...-- (M,' I }�g�•� ��yp5 �p� /� y;y¢' $yy� �y� :per y}y�p p� r+,v�. 1'V IMF W -: •Y +bn 19s..'�a A$ +.If. >/u FF.F.�.P�r L• : I 2AR17 2.947 ,/f�'p,.+.�y[ Y�^^'f�y'"` ENTiiAhCE �+N�y � y s�t1 J"/G�TAY.I�: YAl 8. OUTUT PWES'. ARE TO . .Wr TAt LEf3'{1K x MNDI 0`% DE%RAKKV gftmE .,ANA PERFORATED 0139 t?Nt»'At} aPAt"E LCiO+�TEO'.EMER: 360 MIAXII#i1l Co AS NOTF3i {iN l'L.9NS. RDRAIM }y4e�..j�4 M^✓���1Zj" (3RATE0 b TLET P:TO GiRELY �CiEB TA �Y2 "QS 47fEi4 STRMTLW. .. M --3" iR£ktCti tFdT#i m 9. MP9T3'Ri'THIw LfkfT� (iF A'�iiCOAt.. >n1>ttRAshICE AION- PEiF'(IRA'tEI� PIrE Slirl.L ' � (S1EbC YAW OF CONCRETE CflIdG 1gPE 0.502 fl 8 S 1.2W i.5fl0 9611 2.161 2.St2 2801 BALL I BOX VALVE NIT #LIZED Di LIEU OF AERFMA+Tm; WE (INLET RtiATD iMA- 8.k IyETECD P.tTUC? H . PPE:..K V I' W YE CtP . - I3-34AL •:E 7# i H. S; - , " STvp „.CAB :Y k-. dS E Q... 0. 1 GfIpME�.t�+tE RCIAL NCE: RETLIRN.. IIII BEND COUPLING ST i1ATERLsL C t}T' TUATN .15 :jNiEM ' L tlE H AF ABAI 9?ED DTI AARi . _ (IF REQUIRED) P 9E kIA1NTA9JEii;' L951] CURB AIE)tiT T£R, Nfl, At)GREGAT' SHALL U S METER tNE1FX CURD A0`GU tEi2. _ BRICK AS N@::+�# B AIi GRT MIA1 WO FROM T10p 0F. STA-V N-F�t 1i NECESSARY MATER9AL. tY. AN#):.;Ck11IH .JVm':CIt11ER. CORPORATION STOP SFEFIRATJ TYPICAL SERVICE LATERAL INSTALLATION REFERENCE STANDARD PAVEMENT ED EDRAN RQAa ;ANC STAN ARUS FIG. W - 6 TD -9 2;Gft REY1�k4; DATE SNEE? 2 QF 2: 501 A QEPAILT NT OF:.TRMaWMTAr4N: 90B 07 701 YID x D t 'SHAPE TO SE 6EVEIM H 1M1'Ft MWAR ..... -�- t� rt ' fly? *OT I9EY1rL VkRT" rt' r r r - ENDWALL FOR CIRCIvNI-AR PIPE Iof Ei:._fgIICAL P�P�Ey�CLLVERsTrp,(SPAAN x�¢ COVER LIFT NOTCH 14 1/2" NOTES: '3 ' /SW MAY ttE3)tJCED L9t1l1 'X" iM�AafES A Mid OF " it(FERE E!•IDNtALL a W6EM R N&:ET END OF Tf E �T ME TW of Et1D1Yi11 i Pi{3Mt EFtT �tNA i,ECTA�t} 1CP'E� GPE: A 0y-81, 7� END � THE CU4Y€RT MAY E1!#ER 2. TIPS ITEM MAY 8E AWCAST OR CAST N PLACE. EDGE OR MEVEL 0CE 3, A .L CAST 9I PLACE CONCRETE TO BE CLASS A3. FOR PRECAST 'SEE %lEET is ON SHI1Ll.OW FLLS *MElIE Et�tYAO.LS ARE 1' OR LESS SM�.01M SHOII.M TtE 1wp)"ry` TOP SIMiEi 9E COhk£TiMlC7£t! PARALLEi TO r' 1y'�4N' 4. TM STAii1ARD TO BE USED WITH SMAlt.'!EI AMD ANA. Sl�iMS a 9. '�+�u CHAMFER MAY BE PROVDHi ON Pil EDGES AT MAiRIFJ4GTitliE{t'S OPTION. rt' r r r - ENDWALL FOR CIRCIvNI-AR PIPE Iof Ei:._fgIICAL P�P�Ey�CLLVERsTrp,(SPAAN x�¢ COVER LIFT NOTCH 14 1/2" �,r••�� .,�,( •SSM 23" " fiV �'I�N '3 ' /SW i�i.O" 4i x2 iipOR W N QR/{{W 3r aRW �p�q�y� 53 AKA" A 0y-81, �yif�ip'y 'lid{ -r ,gyi�Vgq V - 9 -11"" "w t -�/w JOB NO. pA 1wp)"ry` uj u r' 1y'�4N' ,ate iy k -r 1 -4' 1 p ° - 2 -O 2'-9C 2 y y+TW" i -" } # -Y y-3" 1-I r y!- W r4 -A nV M a -e" 0, a -a" (?'-9" �iy'`�50 i' -�i Vii{-_ d `Y� i M 21 � n1 V- " 3'�9" 4 41-00 0'`9" L 4'-O" 5-0'° r3'-tI $''0" 10440 111-0" 3`-3" -70 3'-9" +,-M1• (►°x%" 4'-b" 4'-7° L 6'-S" r 2" MM'-0" 9"-1" 101-2" 1D'-tt" *AIC YAIIli& OF 000011ETE ve *W- Pftl 0.2411 0.492 (M,' I I 1.3W I 2AR17 2.947 C.11. pm 10157 1 0.3121 0139 i.3* ZVI$ 3110 }y4e�..j�4 M^✓���1Zj" M:N!`1A ENG#WALL FOR ELLIPTICAL PIPE Iof Ei:._fgIICAL P�P�Ey�CLLVERsTrp,(SPAAN x�¢ COVER LIFT NOTCH 14 1/2" �,r••�� .,�,( •SSM 23" " fiV �'I�N '3 ' /SW VSi Ai-el 4i x2 �y?� 43 "KM' ■� 49"KU' �p�q�y� 53 AKA" A +err -8" t1'-9" & -10" -.ir ate' -ir JOB NO. 1' -�El* 1wp)"ry` uj u T -2 1y'�4N' ,ate iy k -r yT-ml f- l a r-tv �e y y+TW" i -" -yip 6" EXTENSION p1 -':f� ��y-!�1 r -A nV M �1iF y i -i"f ' NIT i -Ri x6rr,4u :L -.i �iy'`�50 i' -�i Vii{-_ d `Y� i /r- 6 IX i. P O'-d" O'-8" TYPICAL METER BOXES 0'`9" V-r 011-v r NTS 3`-3" -70 3'-9" +,-M1• 4' r 4'-b" 4'-7° L 6'-S" r 2" MM'-0" 9"-1" 101-2" 1D'-tt" 1x'-T' ve "RS SINGLE SERVICE 31-r '• -f 41-l' 1) SADDLES SHALL BE USED ON PVC PIPE. }yT.,�•Ir�Np }�{lr„�fr' }�',rt_"•i�( -" CAST IRON LID /`�I }y4e�..j�4 M^✓���1Zj" b i-x1 " M --3" 10• -Is 0 1 -�4~ N � (S1EbC YAW OF CONCRETE CflIdG 1gPE 0.502 fl 8 S 1.2W i.5fl0 9611 2.161 2.St2 2801 x« liplip 11 •Y �'. :t :r` s:: � .: s s is . F � r I T D. >2 JJ LL E °W Em Limit �U W CV J < O� = E 4 CJ dE- r-i E8 E n ¢ J I LN v L- � �J mom O ii E ° n E ca J O U 1' N CL � 111 � rv♦��1�1 �t {QI 0 O 0 W X m �X < V m D U_ Win- E ol v CIO 'a:) E \ E co rn u > O D _ D 0EmsY °E oE� Q E ¢ `t � Y F- N� EU Nu Nu<U' W E w � D CL o \Z O E it no M E E E n Do u Z o £ °E °^ 1= Q^ n E <7 U m \ m O (0 \ N a7 d' (J) N N N LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D TD -25 ¢ z = c) a � Z I-, COVER LIFT NOTCH 14 1/2" co z O U z w w 2: W a Z B D(z 0 C_) w 12 3/8" 12 1/2" r� w O U w a n to uJ �> ce w w I- Q z Cf) WATER ce = CAST IRON LID U) 18" METER BOX JOB NO. 112072 V ( uj u 0 co N U) ) ° .N Ik •; V I Y1 a a 18" SHEET N0. 6" EXTENSION PIPE SLOT (2 (2 PLACES) NOTES: (1) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8 " -1" METERS) NTS FIG. W -7 TD -10 T D. >2 JJ LL E °W Em Limit �U W CV J < O� = E 4 CJ dE- r-i E8 E n ¢ J I LN v L- � �J mom O ii E ° n E ca J O U 1' N CL � 111 � rv♦��1�1 �t {QI 0 O 0 W X m �X < V m D U_ Win- E ol v CIO 'a:) E \ E co rn u > O D _ D 0EmsY °E oE� Q E ¢ `t � Y F- N� EU Nu Nu<U' W E w � D CL o \Z O E it no M E E E n Do u Z o £ °E °^ 1= Q^ n E <7 U m \ m O (0 \ N a7 d' (J) N N N LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D TD -25 0 . SCOTT R. COLLINS 71' U No. 35791 SIOA'AL z O a u U) w n z O w w Q n uj z 0 a ti U w C) O � w ¢ z = c) a � Z I-, I' COMPRESSION s 3!4' MALE PIPE COUPLING I co z O U z w w 2: W a Z B D(z 0 C_) w OR APPROVED EQUAL I11 r� w O U w a n to uJ �> ce w w I- Q z Cf) a ce = I' TYPE U) SOFT COPPER JOB NO. 112072 FOR USE ON ATTACHED SINGLE FAMILY uj u 0 co N U) ) ° .N RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. a 1'1!'x1' TEE SHEET N0. ° 0 NOTE: NO SWEATED FITTINGS DUAL SERVICE I' COMPRESSION x 3 /4' MALE PIPE COUPLING OR APPROVED EQUAL I' TYPE SOFT COPPER 13 1 FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION INETER IS NOT PROVIDED. R SINGLE SERVICE NOTE. 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FINISHED GRADE �I = tt t 10• -Is LOCKM'ING METER BALL I BOX VALVE (INLET OUTLET) I �6' MIN COPPERSETTER 1 IIII BEND COUPLING _ (IF REQUIRED) P S METER BRICK AS NECESSARY CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W - 6 TD -9 0 . SCOTT R. COLLINS 71' U No. 35791 SIOA'AL z O a u U) w n z O w w Q n uj z 0 a ti U w C) O � w ¢ z = c) a � Z I-, Imo - z w Z 0 W Iii m = V) n N co z O U z w w 2: W a Z B D(z 0 C_) w ~ Z W O Z O °� I- o > r� w O U w a n to uJ �> ce w w I- Q z Cf) °_CC L ce = H U) O a JOB NO. 112072 uj u 0 co N U) ) ° .N SCALE AS NOTED M M M M M M M Q 00 M Ln n fV N (V N r'� 0`0 M ri ri rl Lu Z 1 l7 Z w Ul Z • v , co M N 4 C'7 N- 1 CD N N N L J J U) ui O NJ 1.7.. U e W Vf ui W U) / MW I.NL CQ V 04 O O_ D_ a c D 0 U ° 0 �z U) t W O W z �z D W D 0 z ujJ D J ®O � U O O o L D c L O U (D C U 0 D CI 3 CI_ WU U � D X - N O N ) U D L it/ J D � I_ O D 3 Z >= W O W m Z CO Z O W U V i Z N J D J O O U s_ O T � i D N 0- 0 c Q.-6 'D N D 6 O U U U � U y, D W p OU J � U O 10 U� a0i D Imo- 3 � Lu N U O °_CC L ce = U O a JOB NO. 112072 0 co N U) ) ° .N SCALE AS NOTED a V) L c ° D a o SHEET N0. 10 U� a0i D Imo- 3 TYPICAL ROAD SECTION'S NTS I I I NOTE. • PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLAN77NG STRIP i PER 3' CLEAR ZONE REQUIREMENT i CG -6 4" CONCRETE 3. CURB & GUTTER 2• SIDEWALK ' CLEAR ZONE .y 7__ M �4 2' X l� EX /ST. GROUND . 2% 1 2% 3• 6. PLAN77NG y: - ':a _ 4" OT 21 S7R/P 4' W OT UD -4 STONE BASE 21A S7GWE UNDERDRAIN * EXIST. GROUND 1 5 6 Bf. ;`I,-------,- EXIST. GROUND _ - _____/ EX /ST. GROUND - BASE ra•� (TRAVEL LANE) 1 36' F /C -F, 61' R/W *NOTE. • UD -4 UNDERDRAINS ARE REQUIRED , WHHEN THE PPRrOJEC7EED VOLUMES OF y� �r pp����r �ro �s TRAFFIC ON THE PROPOSED TYPM LGRME16 3BORHOOlJ RJTIiE T S,PCTION (61 ' ,?//#r) FPSTH.41,L PMVr (PUBIJC )0.4P) 6?S` -SSAR MS.[DrMIAL & AffXrP USr ,YUB.1IYI.S`ION STREET P.rSIGN .SP.E,FV - 25 KPH �,_ .�,�_�. PA)ZUAV BOTH SZV>&S - __,Q��?l POINT OF FINISHED GRADE SURFACE 2% 4" UD -4 SUBBASE CG -6 CURB & GUTTER 3' 2' CLEAR ZONE ( 7RAVEL LANE) \l ; i N0 7P PROPOSED LANDSCAPING TO U77L E OUTER 3' OF PLANTING STRIP PE i ' CLEAR ZONE REQUIREMENT CG -6 4" CONCRE7F i 3' CURB & GUTTER SIDEWALK �CLEAR �ZONE � :)j 2� % � 2% 6' PLAN77NG ..._ �9�J?�779 "T77 :'r.: 6' PLAN77NG STRIP POINT OF CG -6 FINISHED GRADE CURB & GUTTER 3' � ! 4" CONCRE7E CLEAR ZONE 1 i SIDEWALK 2% SURFACE 1' 2% I i 6' PLANTING 57RIP 4" UO -4 UNDERDRAIN* 4" VDOT 21A •- VDOT 4" UD -4 6" YDOT S7RlP 4" VDOT 21A STONE BASE BASE NE UNDERDRAIN* BASE SUBBASE STONE STONE BASE 5 6 82.5 ___l 5� 6 5 14' 74' (TRAVEL LANE) (]RAVEL LANE) 32' F C -F C 57' *NOTE.- UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R W TRAFFIC ON THE PROPOSED ROADWAYS ARE GRE aJ TRBBl l L rl d LNBHBORHOO/ SUCTION (677' R JONN•4 ST"",, ,U VAC.4 COURT 6,7- -SS.4R lRrSllirATl_4L & .fflXrl0 USr SUBIIIYISION STRrrT ,0,&Fl6?ff SP.F,&0- 25 JfPH PA)?"NC / SI.Dfs° ONLY ROAD NOTES GRADING 1. THE LA TEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE E NTIRE EA S EMENT OT HER 7RE ES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CUL VERTS, EXCEPT PR/ VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP W1 TH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA7ONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA TURAL WA TER COURSE. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAV EM EN T DESIG N P RIOR TO P LACE MEN T OF THE PAVING COU RSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ftA 4" CONCRETE SIDEWALK aM A X S • EXIST 3� _ - 4" VDOT 21A \ - STONE BASE \ EXIST. GROUND 5 1 7 � r�• • 1� k EXIST. GROUND EXIST. GROUND 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 (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA TURAL WA TERCOURSEE, 4. GUARDRAIL LOCA TONS ARE APPROX/MA TE EXACT LENGTH, LOCH T/ON AND APPROPRIA TE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN1AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 70. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CO -1 OR CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. _ �_� / !� \, ,/ _�j r! -��� I I �`-� `"_, LA 04FR>�, \ \ J!1 \ %� _ _ t �r`r T T �� fir- \ \ � ' j^ .\' / ,\ (�_�N _ � r -.._ .-., \ r- v ; I,/ - i ,; / r� /./-- - //Z_ l I. `I.��'./' � I / \/ ,--.., 1 `, ' \�V R. COLLINS'� /y t r / I r /\ i i o. 35791 ,2� n- 7, \ V? 1 /�J T J T \ 7 �,'' /�� �/ t', / ! r� /j/J 1 f T, f/J r1� - ��Z.'"/`l� _! .l.s. -- /- .v'\) /j\ i \ % � ,ti �.,i --- - ,' �L d tf �! �J '�4 -� /- � � % r �r // IVA \ ��'�f, /o/ , t �'`I %�� � � � � � _ / \ �`' rri \ \� � � �G� , / r , / / ,1 t �, / 11 I ONAL E %j / \ �; / \/ \ �� J / /'< .r / /t�!d' / / �, � I F_ i "' "' [:�: :-,--.,. 1_..l`..�..-:.-. T � / ,11 / \ \ 11 .... :� _...,....... .`...'.�.. 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"I * - ... - * l2i_ � I \ / i \\\ ,4 / �1,f ", " / � i {\ c��'\ t \ \ "� - .... ::• :: : : ::•: :. \:. . � ✓ 'V � � e \ �" k___ . ` II p I/ � t /t�frJ /;i �r /r /rj � r"H 11 __. \\A \ ._._ �., - ,%, -� _ 0 "/ /I 1 \ .\ :: .......... �.,�- / ,, �' /� �,,, /// t J 1 , / I 1 \ / // 1, / LU t' r I v t \ // "\\/ \\\\\\, ��; .�,--, / _�� ��\ \::: :::::t;: \ / r / / �r_ If / A 11 N , \0\1 , 7r�7 44 \ / ."... ... . I ,/�, / // t \ \ f I i iJ ;' I ® / r i I� l z :I t + I / s/ �! ; It r \ I • �, 1 / r �,' j / .r %/ �1/111111' li ,^ -•--- it �,' i y 1 .l:_ i i.:.... _ °�.' ® ir' / ,, /r 'i i , I , �-+ / III J 1 :1` ::::::........ J 1 \) \ // r 0 I ho,4 4 •, C 0 �Ml M I I 'I 11 , i 9 zi I I I � I ... `"�IlFll I (* 1 ...... 111111i .... Ill'" - 11,11 ... iiaj 1111111il 4 k I I TRIP GENERATION BASED O TRIP GENERATION MANUAL EDITION) 131 SINGLE FAMILY DETACHED UNITS - CODE (] � _9 / �, " • Ili 1 PEAK: •8 r / ENTER/ / PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION FOR A ! BE E SE S PLACED. B J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MA TER/AL MEETS REQUIRED GRADATION FOR TYPE 1, fl, OR /l/ PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASF IN THE EVENT THAT THE -SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6, BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 4 0.3 GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBE.t1IARLE COUNT Y GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2 :1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 1l1. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). r iiiiiiii will a 6» 2" SM -9.5A SURFACE COURSE TOP rc-iz OF 4 "-7 2" R CURB d + A a 6" e . ' d „ , 1 :1 '. 4 ,A 41' 13" e G e4.' .' '' V. . c. A A ... 4 .. .. . d • A,! • < a ., 4A , ; °° ° A . uda-J ; STANDARD CG- 6 CURB & GU T TER NO SCALE 6" BM -25 INTERMEDIATE COURSE 9" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #2113 DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - EASTERN AVENUE NO SCALE Table:4: Pavement Deogn .( VIDOT . P avI 6men- t Design Guide} Pavement :Design (5' MIN.) 4" CONC. 7» 3, 000 PSI MINIMUM STRENGTH % / d 'FOOT #57, #68, OR #78 STONE BASE UNDER CURB 8e CHECKED BY VDOT PRIOR TO PAVING AND /OR BACKFILLING. "-- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE • • • tiiiillliliiililiiilliliilililllllliilll 4"-'6" COMPACTED AGGREGATE BASE COURSE, VDOT#21A 11 "M ��� • OR #21B DEPENDING ON i ULTIMATE TRAFFIC LIMITS A - �C UNDERDRAINS AND n COMPACTED ASPHALT PAVING - DRIVE, JONNA STREET NO SCALE F= �Q . _ I . ._. ..... „ .. _._... , , . . Location ADT -,. HC �. Des n ADT C13�t SSV ...: •. Surface # : a . . Base: ti a. Sub-base li€. D Eastern Avenge IO oo F_ i liar? 6 5 22 ; , Vi -:9 >5 2: 2:25. B�vI -25 6 2.25 2 B 9 O,b: W {3 Lavaca: Court. 77 0 77 5: 5: 5 � = Ste: 9.5 1:5 225 BM -2{ 8 . 2.25 2 to 4 0_6 #W W�silxai2 Dri e 11 900 ii 900 5 5 l4 0 _ S I 4 5 . l .5 .2.25 Z z _ BM ..5 4 2.� .. �.lA 6' O.b MW Tama Street 3.07 fi 307 5' 5 l 2.. �ivi -9.5 �:5 2 <25 BM 25 � 2.25 2,1A: 6 O d j� ' t : a t s ux `th ve s; leatio are : e:t Note. Contractor to bore A ex,. vement, be.. _ ;.utillao �dcoordinate. with S DOT on n fides to same: ric, desi n st ndaircls o.ens. e e �bo � ns ... ..... .. Pa... :.::..: ._ -. P Iz ...... ...... .. -_. . - .. . ........ .. .. . .... ... .. :and are iaaccorda ee with their sta�ida rds. i E_ z f_ W z W M V7 z O W U O U) J z z U z ° ° ° W 0 Z F_ h z v w o °zs Uj ►_- 0- Z r z w (D Z 0 � W W C- H � Q' ui M M M M (",_'y' M t- o o Q N \ \ \ N , I i ,-t T_ Cl? cy) 0) N W< i in d" CJ ° U) o 9) a H i .J O I z F_ i Fl L M Q N > 0 = = L 06 ° 0 Ili `/ jam) E W< i in _; � CJ ° U) o ° -1 . H i .J z 11 a W ( (f) F F_ i i a L9 0 L 0 = = L 06 ° _11) Q E E _ _ _j W W 0 0 0 U W H H ° ® " " I Z Z Q Q) N W ® ® o o W W < 0 C U) j j_ 0 0L o o �_ ( (f) Z Z z W W ..i W JOB NO. I 112072 tr SCALE C AS NOTED = V C C Z W W Z 0 z W z J J 0 V 0 .,., C 0 V) C 0 U C 3 V) V) 0 L Q_ x 0 .3 0) c 0 Co Co C 0 U p L Co C 0 U 0 C 0 6 C .� s O U U) C 0 U 0 E 0 C D 6 N U C L > .(D 0 0 t (D U) 0 0 _0 Q) O O -6 ry = Lli O 70 C 0 LLJ U 0 O N co C: 0 0 C Q) 0 0- (D Q) 0 0 -0 C- -alff*7 AM � 11-1 LLJ LLJ c- .0 LLJ U) 0 0 C) 0 0 0 0 O O U) C: 0 ti C) 0 E C) 0 -0 0 O 0 N 6 O > > Q) CL (1) 0 W U) U) (D IGH PT STA: i&�T-EEE` PVI $TA:20 PVI ELEV:f LVC:40C i.34 .31 I C6 (0 (D NIGH PTISTA: V +23.701 ce) m + + co NIGH PT ELEV: 347.09 1 C111 04 Lu -P-VLSTAA"+ �-Ds PVI E�.EV-65" 86 > ( - -j-- � i � ---- -- E U Cu w K:19.46 �SOW P I STA: 15+82.59 > I vk-%,i i o no ILOW ELEV:lb3l.;�4 P- 0) CD tOW PTM V-1630.35 S�D=206 ;LOW P 1 PVI STA:15+§1.34 0 C1 CD PVI STA:24+61.34 ai cli PVI E-".LEV:62.4.56 + -TEV-62�0- 0) w 060 LVC:500.10 LVC:434.d0 > 3SD=2V > cl� cl� W ce) co / V DOT C, co CD-1 DOT TD q U 66 > w > 1211 - 1.51' �2.26 3" WAT u -w� - STM ST FILL MUST COMPACT :D-14-VDO� STD. CD 1 (P) I CLASS 52 D.1 WATERLINE - -VDb,T ST6. CD-1 fi I ,iOPOSI�j D GRADE R, LINE 7 -K f 1i I i i ; ✓/ '� ( ; i ! y i i i jt ! ( f 1 1 i ( PROPOSED GRADE ALL LL MUST 7/7- 12" PLU9 1 95% COMPA TION 2-12" G.V. 1 i i FI ZONE --4- (911-0x-1-21- 3 i i (P);123 -12 "xl 2" TEE 1-12"x8" R14DUCEF " G.V. 77 7/ 1 91 C ERLINE (P SS 52 ).1. W F CF52A PAR EXISTING GRADEJ F44A T- -C�LVERT 13+80 z CULVERT EXISTING GRADE NOTE: THE PROPOSED EASTERN AVENUE PROFILE WAS DESIGNED FROM STA. 8+00 TO STA. 18+08.34 IN ACCORDANCE WITH THE "EASTERN Lu AVENUE CONCEPTUAL PLAN & PROFILE" PREPARED BY THE COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT, AND DATED > UJI SEPTEMBER 12, 2008. THE DESIGN WAS MODIFIED AS MINIMALLY AS POSSIBLE TO MEET EXISTING WESTHALL CONNECTION AT WESTHALL l/v I co DRIVE. Woo Lu 0 CD Ln Cn U-) co CD -j L6 co 0) THE PROPOSED EASTERN AVENUE PROFILE WAS DESIGNED FROM STA. 18+08.34 THRU STA. 26+78.34 IN ACCORDANCE WITH THE Cf) :T Z! 0; "WESTHALL V LOTS 93-125 FINAL SUBDIVISION PLAN" PREPARED BY W&W ASSOCIATES, AND DATED MARCH 24, 2008. THE DESIGN WAS Z Z 0 > C/) > z 0 LL Lu pj Lu MODIFIED AS MINIMALLY AS POSSIBLE TO MEET EXISTING WESTHALL CONNECTION AT JONNA STREET. LLJ 0 Cl) LLJ Lij 0 Lu -j w -j Uj Lwd C\i- 0 m THE PROPOSED EASTERN AVENUE PROFILE WAS DESIGNED FROM STA. 38+27.98 TO STA. 43+27.78 IN ACCORDANCE WITH THE "EASTERN LL ('0 01 Cl) i Z! w AVENUE CONCEPTUAL PLAN & PROFILE" PREPARED BY THE COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT, AND DATED uj Lb + 000 z ujz w + SEPTEMBER 12 2008. w + + Zi C) u.1 C) Lu w I I cf); 0 T w z w w a- u) ca co CL 0) C14 LO Cf) LO Lp LO m LO N CY) N `t m C3 N 00 LO u') 00 (0 0) CF) C:) (0 r- C:) -,t V) LO r- 00 LO CD (0 0 N 00 (0 00 0) - 0) r- V) m LO LO `T 00 ce) 00 0 C.0 0) Lr) "cl: . cr) CO 0) 0') LO . C) . 0 CN (3) N . 0 . Nil C'? . 00 C6 "It L0 0) m 04 0) 00 00 0 CD co t- m 4 7 Lo Cl) m OC) (0 Lci 6 0 Lri N 6 Lo 6 r- "i 0) C� CV) CD C� ': m "i C,4 "t Cf) "t N m 6 06 r,. C� C� co C.� CO to co 06 0) (d m 6 v- T-: m 6 CD N N 04 CY) r qt It CY) 4 04 N N N N Cl) ce) m C) "It 't It 1cr 't V- ce) Cf) m N cy) m Cf) C0 O (0 C\l CN (0 CO Cf) NT t qq" Ce) CY) ce) co m CO CO m CY) (0 M "Cil It co m ce) �0- co co CO CO to (0 co CD CO (0 (0 (0 ID CO C w CD to CD to cc (0 w to cc (D (0 co CO C.0 CO C.0 CD CO C.0 CO to to CO (0 (0 cc (0 CO w (0 to co (.0 CO (D C-0 ro C.0 C.0 cc cc to 0 (0 to CD to CO C.0 CD (0 CO ro co 7+50 8+00 8+50 9+00 9+50 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 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 P 7, l/ 711 EASTERN AVENUE DESIGN SPEED = 30 MPH VERTICAL SCALE 5 0 25 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. PZ#1 200 H 0 SCOTT R. COLLINS� No. 35791 l� z 0 U V) Lu 0 z 0 Lu cr_ U) z uj 0 N U) uj ce u > Lu 5 I-- NO TES.- 7. ALL STORM PIPE SHALL BE CLASS /// RCP UNLESS NOTED Lu 0 U z z 0 u 0 a > Lu CL OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES cn Lu 0� z 0 , M MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST :3 PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE Lu Q� UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95X COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER rut SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WAL & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-7 INLET SHAPING REQUIRED ON ALL J AV STRUCTURES. 8. VDOT STD SL-7 SAFETY SLAB REQUIRED ON ALL > INNER= STRUCTURES GREATER THAN 12' DEEP. 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN 0- POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL LLJ CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. < LLj VERTICAL SCALE 5 0 25 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. PZ#1 200 H 0 SCOTT R. COLLINS� No. 35791 l� z 0 U V) Lu 0 z 0 Lu cr_ U) z uj 0 N U) uj ce u > Lu 5 I-- z LU 0 U z 0 U) a Z Lu a- Lu cy) Z 0 (D z p w ae W uj V) LL, 0 u z 0 Ce W U-1 V) L'i Lu 0 U z z 0 u 0 a > Lu CL z Lu 0 u Lu 0 M W > w Ce cn Lu 0� z 0 , M SHEET NO. > Ce :3 C114 C:) Lu Q� N r4 CIJ Lu m m m co L9 0) cyi N qqt JOB NO. 112072 -0 0 -20 0 0 SCALE V.1 =51 CY) H:1 "=50' SHEET NO. :3 C114 C:) m Cq W rut ui > < 0 U- -0 J AV 0 V) > INNER= 0- LLJ W < LLj O II L9 0 :r o ui AV V) 0 Q) < O Lu 66 W :D ul lu) < < E -0 C 0 ED LIJ ly- uj U_j LL, w z 0 LL z F- w F- J o 1 F- ui 0 o o C:) Lu Q 0 Lu Lu E 0 JOB NO. 112072 -0 0 -20 0 0 SCALE V.1 =51 H:1 "=50' SHEET NO. 13 Cr a) V) 0 I od LLJ z Z 0 CL 0 C) 0 — 0 o fl CL x C- :D 0 S-- CL 0 > O O C -0 (D E 0— -0— 0 _0 c 0 > > 0 0 Imo- 3 -- - --i � - --I-- - -- � - --,-- � -- - - --�- - - -- ; -- - - - -- I -- - I - - - - - - -- - - -- ' - I -- ! 655 ----- --� - -- ; - - -- � - ..- .-- �- - - -� -- ---, -- -! - - - --!- - -, - - -- i - - - -� -' - - - -- ----- � - - - -- - - - - -,- - -. -. -_ - -+ _.- �- ._._.___ .__._. __ - - - -- -�- j H I G PT S 6 +2 .07- ------- - - -� -- ' -- - - � - -.-._ ._ - - -- - - - - -._ - - - -- - --- - ---�- - - -- - -' - -- - - -- - - - - - -- - -- - -_ _ -- - - - -_ -- - -- -- ____� - -! -_ - �._ -_ -- - -- - -- - - -- - -- - - - -- - -- !- � - - -- - - - - - -- - I I I HIGH PT sm',� . 639.46 H tG2 H_PT TA: 29 54.6 - - - - - - -- - 650 PVI ELtty :637.9 -- - - -- - - HIGH PT ELEV: 637.97 - I - -�- - -- - ' - -- - I ! { I K:3 .22 PVI ST :30 +29 69 I -- - - -- - --�-- - - - -- -� -� _ �� -- -- - -- - ! - i �- K: 5.00 I I ( - I r` •- I SSD =350' r. m ' ! all- I I ' i o U? I O i LVC 150.00 f I I I a' 645 -rLOW -ST-A: �+70�5 - -- - -- - - - - -rte - °+) m ! I LOW T ELE�620.5E d W w -� r� N 04 iw I I ! Pvl STA:21�90.00 i U i - - -- " - I _- I -- �-- a- -� -- - E6 I _ - -- 1 -- -- - - -- > -- - - - - - - -- - -- - -- - - - -- - f -- - - -- - - w W - i j i I K28.5i I I m j- w °- - I W i I i I I �� pp > > ` 2. m W I ! I ! I I !vc:3oo oa ! i 1 640 O = C ti ! - -2 00j C ! o ►n SD -1 O U? I _ ! ! i N `r GRADE -- - - -- i -- -- }- - - - - -- -- -� I - -- ! - AI L MUST T - - -- � -- - - - -- - - -� - - -- -� -- -- - - -- -- - - -� I -- � -- PAC XISTI G ( -� - -- I - I - - -- I ! I w m I I I I ! ! > ! I > i I i i ! 1,. 0 f I I ! I 635 PRgPOSEDI GRADE ! ! ( ! - - 12" WA - - 8M I S1° I i ( ( P 8 CLA S 52 D I. WAT RLINE 4.5 I STM "T -12 VIA 1 17 95 ( ! 8" AT PRO OSED RADE 63Q - - ! - -- -7 - ,� - 4 SAN - �- VQ T STD.. D -1 I I VDOT STD. C -1 r2W PROPOSED 1 -12 X12 CROSS 3.30 } j j AT _ 8,> WIT( 2 12 G.V. I VDOT ST . CD -1 ! I I ! I I ! ' 2.14' M -� 92A _ (P�Fl�- HY RANT I 7_�' GJj � i I - 4" AN ! 127 WAT ASS MBLY 2 -12 "x "RED CER _ _ 8' WATT I `4i I j 4� SAN 12 "x6' TEE i "WAT i I + � I � I I I I I I ! I ( I i - STM .- 1 ! I I I I ! i I I I 625 j (70A f I I _ALL FIL MUST EET 1-12" X TEE 05 I i - -� 14A y I { I ! I 1 -4 G.U. FIRE HY RANT ! � I �, ! 1 WAT ' ( i + ! � p 5% COMPACTION I � j ! ! � STM 90A ( I ! I ! - � - - _ _ ! () � Q � -�- --� �� (P) 12'lx6 :' TE I ( I i P) 12" CLASS 2 D.I. ATERLIjNE I ! ! I ! 8 6� TEE I ! LOW FIT ELE :594.5 I I I 2.112 G.V, j 1!� ! I I I I I I 1 6 G.V. I I I i ! I ! ! 620 I r ! ° _ I ! ( ! _ PVI TA:33 440.00 -6" G.VI i � � � I , I � � I I I i { (P) $'x6" REDUCER -s W T I PVi ELEV:5 9.23 I I i j 1 6" G.V. - 4" AN `�00- PR ,POSED GRAD K:26.0 18 -12 _ _ -- -- L G.156 00 _ u.� ! i I (P) FI E HYDRANT I I - I !- (- I 12" WAT I ( ( ! �- �- I !� W I ASSEMBLY I I I TM , ! I III 12A 61. aT N SD =15 i I 15 I ( i ( cDO I rC� I ! 6 � 3 , � ! I ! EXIST NG GRADE-/' I - NA - -; I I ! 1 -6}' W G.V. I I I ! i ! I N II M I i cf) ' { ! j 88A I ! 1.03' ! 1p W ; 81 12" WAT ! I I - STM I I , I I j 85 I I Lu- �i - I, -- own NO 1. I TES. ALL NORM PIPE HALL 9E CLASS III I RCP ONLESS NOTE 2. MUST ALL BE P OADWY O VIDEb. EMBA NKME! eF NT M! TER /A SHALL CONSIST UNIFgRM THI CK)VESS LAYERS /j EFORq T OM COMA RE THAN C TIO� 8 0 �E INCHES THE N EN TIE , AND �RIDGLI SPECIFICATI! N 30 .04. I 3. ALL ILL M✓�ST MEET 95% COM ACTION. -MtN)mpm SANI 7f R Y SEWER. 6F C6 I -1 �� -- 5. MINIM M 3' IOF COVER MUST BE MAI TA/NE 001 W/L 6. MINIM M 1 OF 1/E! TICAL! SEPA AT/O FROM STORM SEWS JR & W)/L AND 1.5 OF SE�ARA T ON BE TWEEN W/L A SAN /TORY 1/DO T SEWER S TD. 1� -1 INLET DUST 43E SHAPING' PR(NIDED. REQUIRED _ N ALL STRUCTURE . 8. VDOT 1 STD S-1 SAFETY SLAB EQU/ ED 0 ALL I j STRUCTURES GRE TER TAN 1 ' DEEID. 9. ' THE DUCTILE IRON WA7EgL1NESI SHALL BE APPS IN ! - POLY THYLdN -FN ASEM�IV T lF� D �A ED 0 SDIL COND, TONS, I WHICH WILL 1 BE TESTED ND / PECT! D DUR! G THE1 CONS,TRUCT11oN P)?OCESS I 1 i 3.98' 610 VE TIC L S ALE , j - 4" sN I j I 5 ! 0 .5 5 10 20 10A 1.0 , ; { I i - TM 605 inc h 5 t. (P ) 6 LASS 5 D.I. W I TERLI E I I I I ! i I 3.6 ' VDOT ISTD. C -1 I OR ZON AL 'CAE I � , i t 6" AT _ ( I 600 (P) FIRE H DRANT Now ! I ! I 6" WAT ASEMBLY I inch � 50 - -�- ! I 595 i , 1 i , , AL FILL M ST ME T '6 I 95° COMPACTIO I wt�T " I ROPO ED G DE { j 4 AN FI 596 Culvert 1 ( ! I ; ! I WAT - sTM ! i! i 4" AN I I I C� ! I 1 585 _ --w _ ....� I _ i _� � ► ! I i --- i ! I - - - -- i - ! ---co W W I N -1 ! I ; z 500 i I I ! i I f I ! I ��' i W� Q i i i ! + U MWi c o 1 ! Z !-- -j I oil I ! ZCn! I ! ! I I ! ! I i I I i i ! j i ( I ! ! i I i ! ! i ! ! I I I I I I i I I I ! i i ! i W to W! 578 LEXISTING GRADE V N m In d tq Ca N ice. � O LO d O O 0) � N d O O r- � 0) � 00 CD O Imo- 00 r CD O O LC3 N � COO M CMD (� COO 't r p � N L6 0) � 0 O O O O M O `- O O O O M tN ti Cto a 00 C0 Cpl C� dj CA 417 L6 d r ti O !` p O r 00 cr M 00 O M CD O O O CD O O O d c1 O N O i� OQ CA 6C) �Y C'7 M (h N N r- O 0) CA O M N O m O M N d d' C) d O d O O ' `- LO 6C) O t1 O d• O M O N Ch N O N N N O N O 0 O O 0) O 00 N 00 D CD CD CD O CD CD CD O CD CO CD O CD to If) t O � CD CD CO CN9 CD CD CD � O CD CO to CD � CD � CD 0 CO to CO (D CD (D CD � CO cc CD � O CD CD Q0 CD (0 CD (0 M 0 CD LO t0 LO LO LO to 7 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +0a 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 DONNA STREET 0 FSCOTT° R. COLLINS 'Z U No. 35791 NALrCs z O F- a U Ln w n z O w z w a n W z a cUi� D z O Lr) w J d� m v=i ¢ �, ~ Z z w OU z `n n N a a ul w OU z H w � 0 14 Ls) z �- Z p U a uj L z z O U Z� OU ~O 0 �> w o cn z w OU L Lu CL n � w Ce z Z M M M M M M M W +-1 ri r-1 e-1 r-i rl ri LC) N N N 1 ul Z J C'7 N C'7 O N N w ui 0/ I..L U 1 W F- U) W v, ui LL 6d� V 0 N to 0 >z Q a a L 0 CL 0 Q 0 Gz D Lj -C W (1) z Lu z ~ V� �z '`' °w ■ D Z so < u- L y 0 O 4- N 0 C 1y 3 °� N c � .o U O o c 0 a p�a� W LL � >2 W X a� 0 Q S o 0 3 s A (D a) (Y- -y W W o w +.� z 5 C� z W U (n J N J 0 O O U O O \ T � i p N O C CL N .O � C U O X :�7 U U N � C O O W o U _I F O O Lu O N W E C1 W _ U -- Q Cn � +� O JOB NO. 112072 0 (0 6 �> SCALE = rr V.1 5 r p H:1 " =50` �; 0 SHEET NO. a o 15 C- D I- 3 sss i I I ' i I ' sss 1. t •' I •' 1 1 635 1 630 • 1 1 615 1 610 1 605 1 •11 1 595 I •� -- MH1 STA:11 +85.36 585 { RIM:577.00 i WATERTIGHT F & C INV IN. 567.90 TO MH2 INV OUT. 567.70 TO EX RWSA CZI -MH -86 1 575 1 570 O ti JC',�* \� 565 I EX RWSA CZ-1-MM-86 o�Q N�y STA:10 +00.00 I Q- RIM:552.37 i g� INV IN. 544.65 TO MH1 woo { INV jOUT. 544.45 - 560 1 555 538 Lf) CO LO to D T MIN G MH2 STA:13 +28.61 RIM:590.76 INV IN. 583.60 TO MH3 INV OUT. 583.40 TO MH1 NG MH3 STA:14 +35.31 RIM:596.77 INV IN. 586.20 TO MH4 INV OUT. 586.00 TO MH2 3.75' WAT 8" SDR 35 PVC 102.70 LF @ 1.75% MH4 STA:15 +90.41 RI M:611.85 INV IN. 602.40 TO MH5 INV OUT. 602.20 TO MH3 -4.75' 8" YD h (z Cb �. MH5 STA:17 +73.70 RIM:633.00 INV IN. 626.00 TO MH6 INV OUT. 625.80 TO MH4 95% L FILL MUST MEET 95% COMPAC TION JG �\o ( 4.27' 0 SAN 04 @ CST -; NS MH6 STA:19 +73.76 RIM :640.20 INV IN. 631.15 TO MH7 INV OUT. 630.95 TO MH5 \,--5,48 I ` 8" WAT (8" CL 50 DIP - 141.84 LF @ 0.51 % MH7 STA:21 +19.60 RIM:641.93 INV IN. 632.08 TO MH8 INV OUT. 631.88 TO MH6 8" SDR 35 PVC: 388.66 LF @ 0.51% 1, 8„ MH8 STA:25 +12.26 RI M:639.75 INV IN. 634.25 TO MH9 INV OUT. 634.05 TO MH7 g" SDR 35 PVC OOo % Q 283.91 LF @ �r MH9 STA:28 +00.17 RIM:643.25 INV OUT. 637.00 TO MH8 N �t ('� O O m CO �i ti O a0 LO O r• co LO 0) n N O CO N C0) ao `- O O o0 O N LO r` O CA Cfl M CO M O O O N} N O N M O d O N co 00 M N O ti �- 00 d LO Cfl M Ln OQ N O O 00 0) N 't O O O O Cfl N �- U) f Co C) co O �f O M O LO O CO ti 00 00 t+ ui O ti O CD 00 LO N �- N co d' U) LO LO d M r' O 00 LO 00 r` r` O 00 O 00 d7 O ~ �- N r r Ch r O r LO N N N M d) d O tt? r d CV d d r .d f d O d O d O [1 O ti O d Q1 CA d O O O M Ch N LO Lti LO Ln LO co LO O Lf) O l5 O CO O O O t9 O O `- C0 `� O N O C) O Ch to M O M O O CO to O CO O O O O CO C0 m O co CO M CO C7 CO C0 CO It Lf) t5 LO LO Ln CO CO CO O CO co O CO CO CO O t0 CO CO CO CO CO CO CO CO ro O C0 O O O O 650 645 H 0�� SCOTT R. COLLINS U No. 35791 2� �� I2[1t, (i3 �'� O�,�SSrONAL E��1�� z 0 u 635 0 z 0 4 LLu 625 620 z w 0 M 615 U) N W 610 6051 .11 1 5951 5901 �1 5751 5701 5651 5601 5551 5501 gal 540 538 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +2: VERTICAL SCALE 5 0 2.5 5 10 20 MH9 - EX RWSA CZI -MH -86 { IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE RWSA SEWER CONNECTION NOTES: 50 0 25 so 100 200 ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAYBE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF ( IN FEET ) THE MANHOLE BENCH OR INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING 1 inch = 50 ft. MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. z0 ,..., w O W J ,-+ co cn J Z z Lu VO z m � Cn 0 N �' a z ° z w w X W Cl Ln Z 2 ov a 0 U W LL 0 Ln � z Lu O � z : O °� F- p W o' w z o w a o C/} W cn Ce Q z_ ui M M M N 1 0 TES: 41 ( I i ri ri W r-i w ri ri j OTH�RW/SS A MINIMUM OF COVER OV R STd/?M PIPES Q 00 MUST i - AFL BE C'ROV/D�ED. t _ 047NA�' E� &ANK 1 - _ 1 \ I ST PREDOMINANTLY W �OF SOIL AND BE PLACE \ IN SUCCESSIVE LL LL- UN/f�ORM L A YERS ii NOT MORE HAN INCHES IN . r i Bi i ROADBED ,4REA N ACCGRDANi WITH VD T 20 7 ROA� LL AND BRIDGE SPE /FICA €E yION 3 3.04. I 4i AFL SANYTARY -- ..� � sz - -A OF GLOVER SEWER! T -� � %C-C MUST AI , - 7 E MAW TA /N�D ' OVER 6� MINIMUM SEWER 1 & {' OF WIL AND RTIC 1.5' L SEPS, OF SEPARAITION RATION FROG BETWEEN STO�'M W/L & (Q� V 7A7?7 SEWER 90-S7 W 7. VDO r STD. l5-1 NLET HAP/ G REGU /RED I ON A /CT =-- W�/ I.L// �� I..!_ ( i Q TD CTURS GRA TER jTHAN WIRED �12' DEP. � j i 9ISTR -� THEDDUCT /ICE IRO IN WA T�-RLINES SHAD, L_BE IIWRAPPED IN POLYETHY ENE ENCASEMENT rW, w NEEDED BASED L1 ON SOI. CONDITION WH1 H WI4T/ON BE TESTEDy AND NSPECTED H:1 " =50' j DUR�NG TIDE CO STRU 16 ROCES?S. N �t ('� O O m CO �i ti O a0 LO O r• co LO 0) n N O CO N C0) ao `- O O o0 O N LO r` O CA Cfl M CO M O O O N} N O N M O d O N co 00 M N O ti �- 00 d LO Cfl M Ln OQ N O O 00 0) N 't O O O O Cfl N �- U) f Co C) co O �f O M O LO O CO ti 00 00 t+ ui O ti O CD 00 LO N �- N co d' U) LO LO d M r' O 00 LO 00 r` r` O 00 O 00 d7 O ~ �- N r r Ch r O r LO N N N M d) d O tt? r d CV d d r .d f d O d O d O [1 O ti O d Q1 CA d O O O M Ch N LO Lti LO Ln LO co LO O Lf) O l5 O CO O O O t9 O O `- C0 `� O N O C) O Ch to M O M O O CO to O CO O O O O CO C0 m O co CO M CO C7 CO C0 CO It Lf) t5 LO LO Ln CO CO CO O CO co O CO CO CO O t0 CO CO CO CO CO CO CO CO ro O C0 O O O O 650 645 H 0�� SCOTT R. COLLINS U No. 35791 2� �� I2[1t, (i3 �'� O�,�SSrONAL E��1�� z 0 u 635 0 z 0 4 LLu 625 620 z w 0 M 615 U) N W 610 6051 .11 1 5951 5901 �1 5751 5701 5651 5601 5551 5501 gal 540 538 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +2: VERTICAL SCALE 5 0 2.5 5 10 20 MH9 - EX RWSA CZI -MH -86 { IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE RWSA SEWER CONNECTION NOTES: 50 0 25 so 100 200 ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAYBE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF ( IN FEET ) THE MANHOLE BENCH OR INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING 1 inch = 50 ft. MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. z0 ,..., w O W J ,-+ co cn J Z z Lu VO z m � Cn 0 N �' a z ° z w w X W Cl Ln Z 2 ov a 0 U W LL 0 Ln � z Lu O � z : O °� F- p W o' w z o w a o C/} W cn Ce Q z_ ui M M M M M oLu ri ri W r-i w ri ri Lu LuC� r M M M M M M M M M ri ri ri W r-i ri ri ri uu C Q 00 0 \ \ W H \ _I J LL LL- H 0 00 U) W LuC� r M M N '9' uu C N � Q Q W H _I J LL LL- H 0 mmem U) W r i Bi 0 W LL Vi W U F-i W D U) ) (Q� V W W U) W�/ I.L// �� I..!_ Q C� 0 CD Q N w J rW, w L1 W U) JOB NO. 112072 SCALE . 1 =5' V" H:1 " =50' SHEET NO. 16 0 a L _ Q. O L 0 a 0 0 06 �z -� -C w w z a � �z w L Ln 0 n J J -o L C) O_ U O o� 30 _ O U 0 C U � a •� 0 3 v � L x o v C -C E O a � a •3 z c z U. z i z- i J C O O U U o O -0 L o v 0 0 Q -0 U O X U U O c v O L U 0 O C v -0 E U •- O 0 -0 c U a= •U -n O w Q5 D v -o = � U 0 C U) L C v 0 Q) 0 v v �0 IINV IN. 571 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 16 +50 17 +00 17 +50 18 +00 18 +50 MH18 crn.�n�nc no ! NO TES: ! RIM-632.72 v c 640 - - - -I- -- - - - - -� MUST BE PROVIDED. --1 INV IN. 622.70 TO MH19 -- INV OUT. 622.50 TO MH12 -- MH19 - - = -- STA:13 +39.13 PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE 1----- UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE � RIM:635.74 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 1 i ! INV OUT. 629.00 T, MINIMUM 3' OF COVER MUST BE MAINTAINED OVER I--- STA:16 +76.25 IRIM:631.00 SANITARY SEWER. 5. .- 645 i ! ! !-- ' !INV IN, 621.30 TO MH18 i -- ;INV IN. 621.30 TO MH13 I -- i i - -- - - -I-- ! I I i 635 ! I IINir OUT. 621.10 TO MH11 j 8. I ; j ! ! ! MH13 STA:17 +96.90 ! ! POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOiL ! ! I I ! I I I _--- -�--- ?- MH15 STA:21 +14.85 - j I 3.72' i 12" j WAT I R. IM:63668 !.69 I ! R1M:639.89 SA INV IN. 627.90 TO MH14 INV OUT. 627.70 TO MH12 I- --- 69 1 INV OUT. 631.20 TO N 625 I I 625 STA:19 +6H72 -; -- ! 15" $TM I - S�N - 15" 1 STM - - �AN i 64a I , -- 8" SDR LF 35 PVC I ! i I i ! ' ! i i ! ; I _ ; �^ 128.66 I M H 12 _ STA:16 +76.25 f ; j _ I I ! I INV IN. RIM:639.80 ' ! 629.70 TO MH15 i _ - j - -! ' i ! 640 202.48 LF @ 0.59% ! j 615 j i I i ! RiM:631.00 615 INV OUT. 629.50 111 ' 1 i 610 j - j MH11 STA:15 +32.36 --i. -_ ! INV IN. 621.30 TO MH18--) 1 610 608 j j i I ; 608 RIM :623.30 I WV IN. 621.30 TO MH13 I INV OUT. 621.10 TO MH11 LO m� � co �� 635 ! ! -i- i ---! I ; I -- - ----- ! - i - ; ! - - -- ; i -j- ! ! INV IN. 615.00 TO MH12 -!--- INV OUT. 614.80 TO MH10B i ! f i i ! ; ? I ( i ! - i �-+-- 635 1 I j I i MH10B STA:12 +44.86 RIM:622.61 -! a - -- ! - --- - - �- ! j i i j I- I - _� -� ! � i j i- _ _ j ' I ! ! 630 I i I i -- i INV IN. 613.00 TO MH11 iNV IN. 613.00 TO MH16 630 j I I INV OUT. 612.80 TO MH10A $" SDR 35 PVC j i "AG -.- --{ -8" SDR 35 PVC 149.12 LF 1.01 /0 I{ '_� 160.82 LF @ 1.00% ; ! i ' ! i 1 � 1 625 -!- --;-- -- -; -- � - -;- - I- ---� -- 1 i � -- i --t- I -�;- -- --- I------ i------ -±- - -- j - -; X666, -- ---� -- i - ---; -- # - --I- ____ -,- - T----- !- -- - - -; -- -- I 625 620 i - jG sv ! - f ! 620 g69 615 .- 615 ! I I MH10A ! i ! I ! ;� I i I _71+ ' STA:10 +71.57 ; RIM:5$6.00 INV IN. 579.00 TO MH10B 610 i I ! i 1 INV OUT. 579.00 TO ParksideVil -1 -5 I 610 I 605 605 ALL FI I-L MUST MEET! 600 ! I ! ! I i i j ! 1 ! i 1 I ' ? i I 1 95 /o C�MPAC?f10N ! ? 1 i 1 I i ; ; 4 i I i i 1 ; ' I i ; � ! , I I 1 i i ; i i j ' I a 1 I 600 ^W- 595 ' fi 595 I J RK IDEVIL -1 - ! S 5 STA:10 +OQ.00 RIM:583.00 i.30 TO MH 10A S HR BI,fl ! ? i ! ; I I -4- -- -- --- {; -- ' 590 EVE THE PIPE J INT i -t-- -r i ; !� j i 1 -i i I ' I I '_• ! -�� j � i ! I 585 CU{' I ert 1 i ! ; 585 -- - - -- -- - - --: - -3 - - ; -- -f- - -- --+ - -- i -�-- T I - - -- --- , - - - - -- + t -- - - -r -- - +- - -- , ; Iw- 580 580 I I i I I 1 1 I i 1 i i 575 j i SEE SHEET 10 FjOR ACSA TD -32 STREAM CRqSSING DETAIL (!C)NrRFTF FNO FNT Tn i F: PR+7VIr) I ITT' ! ii i j ! i ! I I j j f ! 575 -�- i I _- I 8" CL 50 DIPI I 1 67.57 LF @ 41 .00 /572 ! I I I i I i 1 I I 1 I ; 572 O O O O ti r lf? CD O co O N M O N N co O O) CO O c0 � � O 6? O O � co M m co N Ln O �n N O to N O r O `- co 00 00 ti to co of co O �- CG O CD `- w cfl 00 N O O N co LO C 7 CO CO cfl O M CO Ch co .� d CO co d Ct O It co '� Ct CO cfl 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 16 +50 17 +00 17 +50 18 +00 18 +50 MH18 crn.�n�nc no 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 MH1g -MH12 13 +00 13 +50 13 +75 ) MH18 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 21 +75 H14 ?SCOTT R. COLLINS U No. 35791 2� �SSIONAL E��1 z 0 L U Ln w ° z 0 H`^ Vl w MH10B MH16 vi STA:12 +44.86 STA:11 +29.70 Lu I RIM:622.61 i INV IN. 613.00 TO MH11 ! RIM'-IN. ° 645 INV IN. 613.00 TO MH16 INV IN. 625.10 TO MH17 645 - -INV OUT. 612.80 TO MH10A - -INV OUT 624.9Q TO MH10 MH17 ~ 1 I i ! i STA:12 +20.02 ! i RIM:637.42 I INV OUT. 630.50 TO MH16 f i ! 640 uj ' ; - 640 U) Cn w w 635 ; ( ' 635 Z O O 0 f J z z : z 0 03 i..-r U) z Lu Cn Co 7 �- z O O c- ! ! ! i N W o °� Lu 630 I i j I 630 z �n 0 a z z N a a > LO Cn _ 1.. w w w w Ce w i �--- -- --) °- U) Ln a ° I ! > > 1 I w s I I I LU 625 j I 8" SDR 35 PVC I 625 > - I I- ' _ > w 86.32 LF @ 6.25% L 620 1 i I f. I I %/ I 1 I I, 620 ! \_8" SDR 35 PVC o - ! I 125.70 LF @ 9.46% ; I i i i 615 ! ; ; - 615 M M M M w .-i ,-i .-i \ \ \ ! ! Q N � ^ O M I I ( ! N n co r I ri rN1 610 i I I i i ! 1 610 608 608 OIW ~ICO MIO CO Cfl co Cfl d' to CD co 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 12 +75 H17 -MH10 ! NO TES: ! RIM-632.72 v c 640 - - - -I- -- - - - - -� MUST BE PROVIDED. --1 INV IN. 622.70 TO MH19 -- INV OUT. 622.50 TO MH12 -- MH19 - - = -- STA:13 +39.13 PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE 1----- UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE � RIM:635.74 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 1 i ! INV OUT. 629.00 T, MINIMUM 3' OF COVER MUST BE MAINTAINED OVER I--- STA:16 +76.25 IRIM:631.00 SANITARY SEWER. 5. .- , 635 ' !INV IN, 621.30 TO MH18 i -- ;INV IN. 621.30 TO MH13 SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. i 635 VDOT STD. l5-1 INLET SHAPING REQUIRED ON ALL I IINir OUT. 621.10 TO MH11 STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREA TER THAN 12' DEEP. 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOiL 630 DURING THE CONSTRUCTION PROCESS. 630 - j I 3.72' i 12" j WAT I !.69 I ! SA 69 1 625 I I 625 -; -- ! ! } 15" $TM I - S�N - 15" 1 STM - - �AN i i 1 ! 8" SDR LF 35 PVC ; 128.66 @ 4.89% 620 ' I t- -- i -4-- 8" SDR 35 PVC --- ! -- ---' ? , _ ! I 620 ! 202.48 LF @ 0.59% ! ! 615 j i I i ! 615 i i 111 ' 1 i 610 j - j _ I i 1 610 608 j j i 608 - o Cn ao v LO m� � co �� 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 MH1g -MH12 13 +00 13 +50 13 +75 ) MH18 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 21 +75 H14 ?SCOTT R. COLLINS U No. 35791 2� �SSIONAL E��1 z 0 L U Ln w ° z 0 H`^ Vl w MH10B MH16 vi STA:12 +44.86 STA:11 +29.70 Lu I RIM:622.61 i INV IN. 613.00 TO MH11 ! RIM'-IN. ° 645 INV IN. 613.00 TO MH16 INV IN. 625.10 TO MH17 645 - -INV OUT. 612.80 TO MH10A - -INV OUT 624.9Q TO MH10 MH17 ~ 1 I i ! i STA:12 +20.02 ! i RIM:637.42 I INV OUT. 630.50 TO MH16 f i ! 640 uj ' ; - 640 U) Cn w w 635 ; ( ' 635 Z O O 0 f J z z : z 0 03 i..-r U) z Lu Cn Co 7 �- z O O c- ! ! ! i N W o °� Lu 630 I i j I 630 z �n 0 a z z N a a > LO Cn _ 1.. w w w w Ce w i �--- -- --) °- U) Ln a ° I ! > > 1 I w s I I I LU 625 j I 8" SDR 35 PVC I 625 > - I I- ' _ > w 86.32 LF @ 6.25% L 620 1 i I f. I I %/ I 1 I I, 620 ! \_8" SDR 35 PVC o - ! I 125.70 LF @ 9.46% ; I i i i 615 ! ; ; - 615 M M M M w .-i ,-i .-i \ \ \ ! ! Q N � ^ O M I I ( ! N n co r I ri rN1 610 i I I i i ! 1 610 608 608 OIW ~ICO MIO CO Cfl co Cfl d' to CD co 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 12 +75 H17 -MH10 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) i inch = 50 ft. r aglow AV AV M AV M N \i i.` • N O N W < W L9 W 1 0 mmom Aff JL Q _ Lfi U) ui V W U) W C� 0 0 N O FL za 0 J o U ® N Q W o U- 0 W o (n a f.L `0 W°J � � o 3 U) W u t) U V1 " -o H ` o r ,u Q U sr Q \W o i > ,,per 0 <a c� z_ W LLJ w Z_ U z W z J J 0 U w 0 L N fl 0 L Q U x QJ t N J � 0 w E a JOB NO. 1 a 112072 SCALE V.1 " =5' C NO TES: 1. ALL STORM PIPE SHALL BE CLASS /// RCP UNLESS NOTED c OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES u a MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 1 ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. l5-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREA TER THAN 12' DEEP. 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOiL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. 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Station 2 0.00 0.30 5.0 10 +74.63 4B 1.13 0.50 12.0 10 +51.49 4 0.31 0.50 10.0 12 +17.66 6 0.25 0.70 10.0 13 +01.84 6B 0.47 0.50 11.0 10 +36.02 8 0.33 0.75 10.0 13 +69.02 8B 0.58 0.45 11,0 10 +36.14 10 0.31 0.45 10.0 14 +71.27 10B 0.50 0.45 12.0 10 +36.08 12 0.21 0.45 10.0 15 +66.33 12B 0.28 0.45 11.0 10 +36.03 14 0.31 0.45 11.0 16 +55.05 14B 0.40 0.45 10.0 10 +36.06 16 0.18 0.45 11.0 17 +94.31 18 0.20 0.45 9.0 18 +30.39 20 0.39 0.58 5.0 12 +17.49 38B 0.39 0.45 5.0 10 +40.50 22 0.33 0.57 5.0 13 +06.86 24 0.52 0.45 5.0 13 +46.95 40 0.19 0.58 5.0 13 +56.96 42 0.33 0.46 5.0 13 +97.01 38 0.24 0.58 5.0 11 +95.59 26 0.09 0.66 5.0 15 +21.25 28 0.11 0.63 5.0 16 +15.05 30 0.05 0.85 5.0 16 +77.10 32 0.30 0.45 5.0 17 +63.87 34 0.10 0.90 5.0 18 +04.82 36 0.54 0.48 5.0 10 +40.01 1B 0.00 0.00 5.0 10 +38.3 38D 0.00 0.00 5.0 8 +50.30 38F 0.00 0.00 5.0 9 +08.42 Structure Area (Acres) Cw t, (Min.) Station 66 0.12 0.82 5.0 11 +25.66 68 0.03 0.82 5.0 12 +70.70 70 0.16 0.75 5.0 13 +69.01 70B 0.17 0.70 5.0 10 +36.01 72 0.10 0.75 5.0 14 +65.62 72B 0.14 0.70 5.0 10 +36.31 74 0.49 0.60 5.0 17 +15.12 76 0.41 0.60 5.0 17 +51.15 78 0.26 0.70 5.0 10 +86.19 78B 0.39 0.70 5.0 11 +51.90 78D 0.42 0.70 5.0 11 +87.91 78F 0.44 0.55 5.0 12 +56.28 80 0.58 0.60 5.0 10 +36.09 82 0.40 0.70 5.0 10+36.03 84 0.31 0.70 5.0 11 +43.01 86 0.19 0.82 5.0 11 +79.10 88 0.08 0.82 5.0 13 +30.78 88B 0.17 0.70 5.0 10 +36.23 90 0.05 0.82 5.0 14 +44.52 90B 0.13 0.70 5.0 10 +36.16 92 0.05 0.82 5.0 15 +30.43 92B 0.11 0.70 5.0 10 +36.05 94 0.12 0.80 5.0 16 +09.26 96 0.17 0.75 5.0 16 +45.32 98 0.47 0.45 5.0 12 +86.43 74B 0.18 0.60 5.0 10 +88.48 74D 1 0.10 1 0.60 1 5.0 1 11 +36.57 Structure Area (Acres) Cw tv (Min.) Station F44 0.29 0.82 5.0 10 +43.41 F46 0.15 0.80 5.0 11 +61.41 F48 0.13 0.72 5.0 12 +85.14 F50 0.12 0.83 5.0 13 +47.25 F52 0.25 0.61 5.0 11 +64,11 F54 0.15 0.54 5.0 13 +42.75 F56 0.07 0.82 5.0 13 +92.68 F58 0.12 0.67 5.0 10 +99.94 F44B 0.22 0.82 5.0 10 +53.06 F46B 0.13 0.82 5.0 10 +59.25 F52B 0.12 0.82 5.0 10 +46.82 F58B 0.07 0.82 5.0 10 +40.03 7. 1 11 i Ili I I 11 1 \ \S \ \/ Si l \ \\ \ \\ \ `\ \ r' \ \\ \\ - - - --- / t .f .1. 1.' , ,.. .�i i i I t I t ' i1 ? \ \ \ ` `\ ` `\ \ / /-\ \ ` '� ` - - - -- \ \\ \\ '`�, ``- \ `- -- - - - -' - ,\\ /�.. //. .f.•.tJ.....r �...r.'. / \ \� ` _ r/ rl ri 1 1 i J{ 11 1 ! 1 ! 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G 650 r--O, G DE _- STR:36 DI -3C, L =6' STA:10 +40.01 RIM-.638.89 ! - iNV 632.06 TO 36 P RO {OSED GRADE -3B, OUT. 632.28 632.06 TO 22 inn /-EXISTING I ! ! 631.96 TO 38 I PROPO5 D GRA 12 DI -3B, L =8' STR:4B DI -3C, L =12' 640 1 j STA:10 +36.03 RIM:624.50 640 I I � ` I i 584.65 TO 4B 1 20' INV OUT: 584.94 TO 4 584.90 TO 2 A FILL_ UST tv 625 0' i 635 i 12 ' _ w� T ' I - { 8 „TWAT ' 620 i � I 5/8" W T 630 i j ; 630 i I ' 1 15" CL III RCP 628 i I 40.01 LF @ 0.55% Cq 8. 1 _ Lf> co M m co 4 612 ET 10 +00 10 +50 10 +75 STR 36 - STR 20 TO 20 645 STR:38 DI -36, L =61 STA:11 +95.59 RIM:640.01 INV IN: 630.80 TO 20 INV IN: 633.09 TO 40 INV IN: 633.09 TO 38B INV OUT: 630.70 TO 38F 635 650 POSED GRADF ' 645 STR:38B DI -3B, L =8' STA:10 +40.51 RI M:640.02 INV OUT: 633.56 TO 38 640 �11_1 WAT STM 1 635 j j } \_15" RCP III 630 4 40.51 LF @ 1.16% I j i 628 i i ' 628 Lo O U-) Q CD 10 +00 10 +50 10 +75 STR • s � • �r • STR:, , INV IN INV IN: INV OUT STR: INV IN: E INV IN: INV OUT: P RO {OSED GRADE -3B, ROPO ED G DE 595 I DI -3B, L =10' inn /-EXISTING I 595 ')TA: 12 +17.66 PROPO5 D GRA 12 DI -3B, L =8' STR:4B DI -3C, L =12' 1. RIM:591.62 j STA:10 +36.03 RIM:624.50 STA:10 +51.49 587.30 6 RIM:590.07 620.00 TO 14 ! nL� 584.65 TO 4B 1 20' INV OUT: 584.94 TO 4 584.90 TO 2 A FILL_ UST tv 625 590 1.36' I I I 622 1 115' 620 - { 8 „TWAT ' 620 6. 5/8" W T 6 I i 590 VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL I I - ST 8. 1 _ -- 4 612 ET ! 36.03 LF @ 0.50% O 10. r 8" 95° COMPACTION CONDITIONS, WHICH WILL BE TESTED AND INSPECTED I 585 585 4 � n , i 645 585 ' ct? o ,% I 15" rn m 592 STM 36.14 00 00 LF @ 0.50% I EXISTING r GRADE I 645 15" CL III RCP 605 j 36.02 605 602 � I { 602 - 51.49 LF @ 0.56% ® I 580 to N I a Z W 580 578 W ry ( z L'i z ii f 578 ® ti co N 00 1.2 W�qM LO LO co � � ! � STR: INV IN: E INV IN: INV OUT: EXI: STR:I INV IN INV IN: INV OUT TING GRADE P RO {OSED GRADE -3B, GRADE 630 inn /-EXISTING I ; 630 RIM:596.40 PROPO5 D GRA 12 DI -3B, L =8' i STR:126 DI -36, L 5TA:15 +66.31 j STA:10 +36.03 RIM:624.50 - I RIM:624.64 17.90 TO 12B INV OUT: 618.08' \ 620.00 TO 14 ! nL� 617.80 TO 10 1 20' 625 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD A FILL_ UST tv 625 I- 95 %o CO PACT1 I I I 622 1 115' 620 - { 8 „TWAT ' 620 6. - - - -- - -- --a S 6 I i 590 VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL I I 615 8. 615 _ -- j- V15'RCP III 612 I ! 36.03 LF @ 0.50% O 10. r 8" c N t0 N CONDITIONS, WHICH WILL BE TESTED AND INSPECTED I m EXI: STR:I INV IN INV IN: INV OUT TING GRADE P RO {OSED GRADE -3B, p OPOS D G i DI -3B, L =12' inn 'TA: 13+01.85 STR:6B DI -3B, L= RIM:596.40 ` STA:10 +36.02 :593.00 TO 8 RIM:596.44 589.70 TO 6B I INV OUT: 589.90 " 589.60 TO 4 I 595 595 1 '9 AT 95% COM ACTIO 8" - $TM_ _ 1 20' 625 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD i 15" RCP III 625 „ -A AT I I I 622 622 SA NI TARY SEWER. - STM 6. 590 600 6 I SANITARY SEWER MUST BE PROVIDED. 590 VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL 600 i 15" RCP III 8. VDOT ETD SL -1 SAFETY SLAB REQUIRED ON ALL _ STRUCTURES GREATER THAN 12' DEEP. 36.02 LF @ 0.55% I DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN 8" POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL 585 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED I DURING THE CONSTRUCTION PROCESS. 585 582 � n , i 645 582 I ct? o i i I 15" rn m 592 STM 36.14 00 00 LF @ 0.50% r )E 12' '0 6 -012 STR:14 DI IL =10' P RO {OSED GRADE -3B, 7. STA:16 +55.03 STR:14B DI -3B, L =10' I-L RIM:633.76� - STA:10 +36.06 INV IN: 626.99 TO 14B i RIM: 33.86 EET INV IN: 629.50 TO 16_ INV OUT: 627.17 TO 14 N INV OUT: 626.89 TO 12 _ ! I I 630 I j _ �'� I 630 ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST ; ALL FILL UST M ET 1 '9 AT 95% COM ACTIO 8" - $TM_ _ 1 A I - THICKNESS BEFORE COMPACTION OVER THE ENTIRE 625 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD i 15" RCP III 625 36.06 LF CCD_ 0.50% EXISTING GRADE I I I 622 622 STR:, INV IN: INV IN: INV OUl 615 j NO TES: 7. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP 615 PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE w z � g 0 U z� z }— O p > LL CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM EXISTING THE STORMWA TER MANAGEMENT POND SHALL REMAIN RCP V:1'' =5' PIPES. A MINIMUM OF 2' COINER OVER STORM PIPES STR:24 DI -3B, L =10' I STA:13 +46.95 i MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 610 PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE 650 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 3TA:13 +69.02 THICKNESS BEFORE COMPACTION OVER THE ENTIRE 625 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD L =4' AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COINER MUST BE MAINTAINED OVER STA:12 +17.49 RIM:640.06 RIM :638,88- INV IN: 633.15 TO 24 SA NI TARY SEWER. 5. MINIMUM 3' OF COINER MUST BE MAINTAINED OVER W/L 6. MINIMUM 7' OF VERTICAL SEPARATION FROM STORM 600 SEWER & W/L AND 1.5' OF SEPARA T1 ON BETWEEN W/L & I SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL 600 STRUCTURES. 8. VDOT ETD SL -1 SAFETY SLAB REQUIRED ON ALL 608.68 TO 8 STRUCTURES GREATER THAN 12' DEEP. 9. DOT STD ST -7 STEPS REQUIRED ON ALL STRUCTURES 4' I DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN 8" POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL ; I I CONDITIONS, WHICH WILL BE TESTED AND INSPECTED I DURING THE CONSTRUCTION PROCESS. INV OUT: 638.84 TO 28 i INV OUT: 639.64 TO 30 I I STR:, INV IN: INV IN: INV OUl 615 j O 0- ,-, (n z > J m J a z (n z w 0 z 0 � CO Cn N CL 615 h Z w 0 Z OU a U w z � g 0 U z� z }— O p > LL to z UU Q! oo- > � EXISTING GRADE V:1'' =5' 610 STR:24 DI -3B, L =10' I STA:13 +46.95 i I i ! STR:28 DI -3B, L =6 STR:26 DI -3B, L =6 STA:16 +15.05 -EXISTING GRADE 610 3 DI -3B, L =12' 650 P OPOS D G 3TA:13 +69.02 d' 625 RIM:601.88 L =4' STR:8B DI -3B, L= 596.00 TO 10 STA:10 +36.14 595.30 TO 8B STA:12 +17.49 RIM:640.06 RIM :638,88- INV IN: 633.15 TO 24 RIM:602.06 STA:15 +21.25 RIM:645.82 RIM:645.15- I INV IN: 638.50 TO 30 595.20 TO 6 M I INV OUT: 595.48 1 1 600 I I I STA:10 +36.02 600 610.00 TO 12 RIM:615.68 608.68 TO 8 1,12' INV OUT: 609.07" 615 I I - --i- u XISTI I 8" WAT ; I I INV IN: 632.06 TO 36 INV OUT: 633.05 TO 20 I WV IN: 632.06 TO 22 I ; I INV OUT: 631.96 TO 38 ! }_ -- I i I INV IN: 637.88 TO 28 INV OUT: 638.40 TO 26 INV OUT: 637.78 TO 24 - ; ! I I I L MUST MEETI INV OUT: 638.84 TO 28 i INV OUT: 639.64 TO 30 I I � n 595 645 8 �" I 8" I 595 i i I 15" RCP III 1 592 STM 36.14 00 00 LF @ 0.50% r I 645 r O co I I I STR:38F MH 605 )E 12' -08 STR:1 INV IN: E INV IN: INV OUl 630 j O 0- ,-, (n z > J m J a z (n z w 0 z 0 � CO Cn N CL 630 h Z w 0 Z OU a U w z � g 0 U z� z }— O p > LL to z UU Q! oo- > � w Lu Z 2 c'-n V:1'' =5' ! ! - STR:22 DI -3B, L -10 STR:20 DI -3C L =6' STA:13 +06.86 STR:24 DI -3B, L =10' I STA:13 +46.95 i I i ! STR:28 DI -3B, L =6 STR:26 DI -3B, L =6 STA:16 +15.05 -EXISTING GRADE 625 650 I N d' 625 N L =4' I i _ , STR:38 Dl -3B, L -6 i STA:11 +95.59 Q P OPOS D GRA DI -3B, L =12' - STA:12 +17.49 RIM:640.06 RIM :638,88- INV IN: 633.15 TO 24 RIM:640.12 INV IN: 636.00 TO 26 STA:15 +21.25 RIM:645.82 RIM:645.15- I INV IN: 638.50 TO 30 3TA:14 +89.34 RIM:646.06 INV IN: 639.74 TO 34 RIM:615.32 U STRA0B DI -3B, L: 08.78 TO 106 STA:10 +36.02 W 610.00 TO 12 RIM:615.68 608.68 TO 8 1 -- INV OUT: 609.07" 615 I I - --i- a XISTI I G GRADE-".,-, I -- 615 ; I I INV IN: 632.06 TO 36 INV OUT: 633.05 TO 20 I WV IN: 632.06 TO 22 I ; I INV OUT: 631.96 TO 38 ! }_ -- I i I INV IN: 637.88 TO 28 INV OUT: 638.40 TO 26 INV OUT: 637.78 TO 24 - ; ! I I I L MUST MEETI INV OUT: 638.84 TO 28 i INV OUT: 639.64 TO 30 I I � n i I 645 z < I 8" WAT i i 610 I INV IN. 633.09 TO 38B I INV OUT: 630.70 TO 38F I ' I � ! I 1 - STM 610 I j 95 %fiCOMP I CTIONI I �` I I I 645 -Ta L16" RCP III I I I STR:38F MH 605 j 36.02 605 602 � I { 602 M N co ® I to N Ln a Z W r VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. SCALE HORIZONTAL 0 0 25 50 100 n ( IN FEET ) 1 inch = 50 ft. )E -12' _010 Qp SCOTT R. COLLINS'� U No. 35791 z 0 L Ce v to Lu 0 z O r� w w Z w 0 H U) M Lu ce 0 j O 0- ,-, (n z > J m J a z (n z w 0 z 0 � CO Cn N CL ` O z F Lw a h Z w 0 Z OU a U w z � g 0 U z� z }— O p > LL to z UU Q! oo- > � w Lu Z 2 c'-n V:1'' =5' ! ! - STR:22 DI -3B, L -10 STR:20 DI -3C L =6' STA:13 +06.86 STR:24 DI -3B, L =10' I STA:13 +46.95 i I i ! STR:28 DI -3B, L =6 STR:26 DI -3B, L =6 STA:16 +15.05 STR:30 DI -3B, L =6' STA:16 +77.10 , STR:32 DI -3C, L =4 ! STA:17 +63.87 ! STR:34 DI -3C, STA:18 +04.82 650 I N d' 19 N L =4' I i _ , STR:38 Dl -3B, L -6 i STA:11 +95.59 Q j ; ! 8 +00 8 +50 9 +00 9 +50 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 16 +50 17 +00 17 +50 18 +00 18 +25 M M M M M M M Q 00 '4 Ln N N N N N r 00 m N n tb O ,L X ALM M N 0 j 112072 ! ' 1 i SCALE 0 0 Q L C Q V:1'' =5' ! ! - STR:22 DI -3B, L -10 STR:20 DI -3C L =6' STA:13 +06.86 STR:24 DI -3B, L =10' I STA:13 +46.95 i I i ! STR:28 DI -3B, L =6 STR:26 DI -3B, L =6 STA:16 +15.05 STR:30 DI -3B, L =6' STA:16 +77.10 , STR:32 DI -3C, L =4 ! STA:17 +63.87 ! STR:34 DI -3C, STA:18 +04.82 650 I N d' 19 N L =4' I i _ , STR:38 Dl -3B, L -6 i STA:11 +95.59 Q j ; ! i STA:12 +17.49 RIM:640.06 RIM :638,88- INV IN: 633.15 TO 24 RIM:640.12 INV IN: 636.00 TO 26 STA:15 +21.25 RIM:645.82 RIM:645.15- I INV IN: 638.50 TO 30 RIM-645.82 INV IN: 638.94 TO 32 RIM:646.06 INV IN: 639.74 TO 34 RIM:646.01 INV OUT: 639.' U N I W a W 1 i 1 -- I I I - --i- I RIM:640.01 INV 1N: 630.80 TO 20 I INV IN: 633.09 TO 40 XISTI I G GRADE-".,-, I -- Lu O ; I I INV IN: 632.06 TO 36 INV OUT: 633.05 TO 20 I WV IN: 632.06 TO 22 I ; I INV OUT: 631.96 TO 38 ! }_ -- I i INV OUT: 633.80 TO 22 ( ; I j j ALL FILL INV IN: 637.88 TO 28 INV OUT: 638.40 TO 26 INV OUT: 637.78 TO 24 - ; ! I I I L MUST MEETI INV OUT: 638.84 TO 28 i INV OUT: 639.64 TO 30 I I � n i I 645 z < I I i i `) (./ I INV IN. 633.09 TO 38B I INV OUT: 630.70 TO 38F I ' I � ! I 1 I ! I I ; I j 95 %fiCOMP I CTIONI I �` I I I 645 I I I STR:38F MH i j Q® .a o � 3 { T u I ® I U) a Z W Vz W W ry z L'i z ® 1.2 W�qM cn z -+ STA.9 08.42 RIM:633.83 � ! � i - _ I � '��-' I i W I � � � --j a I -� I� � ; 12" 1�AT (n V ' O O U) x " INV IN: 629.20 TO 38 N ( i I PR j POSE GRAPE Q i I ; J ° U uj '-' F w I - STM 33 640 INV OUT: 623.50 TO 3$D I ; ( i i J -r- i 31 ftf� ,1. 1 A I 640 4 I I I I 1 1 1.06' - ,;�� ; j� - - -w ,; /f' 1 25 t � 1 15" 27 CL !11 LF @ RCP l 0.55% I - 86.77 ,� ! 15„ CL III CP I 0.810/0 LF @ -I I 1 j 1 5„ 40.95 1I CL I RGP LF @ ! 0.54% -i- I i I � ! 112 WA ,, w- 15" cL 111 RCP I 93.79 I 15 CL III RCP I 635 I � / 8 -7 I I I I I I I STM 174.31 ! LF @ 1.02% ! I I I 62.05 LF @ 0.55% ( 635 i I 11.30' 8 "; SAN I � � f; , 37 - i I.''� F CP 23 I - ' 38G i •` �� �/ L :, I 15 CL III R LF @ o 1.11 /o I ( I i I ( I I I ! 630 STR:38D MH STA:8 +50.30 ;; ,� 1 '" ' /� f'Jl;` ` , ,, �f ` W° 195.59 18" RCP tU ° LF @ 0.59 /0 ;' 89.37 „ 15 RCP III I { , ; i ; ; 630 � ! RIM:621.97 INV IN: 618.50 TO 38F 7 18" RCP s I I 1 40.09 LF @ 1.62% 113.48 INV OUT: 615.28 TO - ---; -- -- - 625 I I I I 625 1, j 620 G��°O, j Q- I I 1 I I I 620 615 V, 615 38C �,Ole + I I ! I 610 INV UT =61 .00 610 VDO STD E -1 WITH - 608 EC -1 W 1= LASS .5 ; W2=1 I RIPRAP 1.5 ; L=10; D= .5' I ( I I 1 608 N O O -, O 00 O LO 00 C) C0 Lq U) Co � co N LO M t0 0) M O O co 00 O co to O O N LO 00 N r` -, O O M M M 00 O d `- V r O P O O M O 6 r u') c0 LA 1`- LO r~ O Co - O C0 U) r Co N O M to d O d C0 `0 t0 O d C0 O) M t0 O M C0 CO d M w O d M C0 O d C0 C0 O d (0 C0 `- vT to C0 M d 1qr O d w to O (' Co Co d. to C0 CO d. w Co O d O co O rP C. t0 O to O Q0 t0 w t0 C0 Co O t0 O C0 O w 8 +00 8 +50 9 +00 9 +50 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 16 +50 17 +00 17 +50 18 +00 18 +25 M M M M M M M Q 00 '4 Ln N N N N N r 00 m N n tb O ,L X ALM M N 0 d' 112072 0 ' 0 ° SCALE 0 0 Q L C Q V:1'' =5' � 0 H:1 " =50' T L n N d' 19 N L =4' > Q ° U) 16 TO 32 0 - U N H W a W ', e ■ a a `a Q ® LLc a Lu O 0 0 2 U-0 � n 0 z < `) (./ • R V U H 0 o L 1 Z LIJ Q® .a o W I- ��`// W T u I ® a E U) a Z W Vz W W ry z L'i z ® � cn z o U W ° a o a o L a (n V O O U) x " N Q) Q) J ° U uj '-' F w 112072 0 0 ° SCALE V:1'' =5' ° H:1 " =50' 0 o SHEET NO. n 19 N STI INV 11 INV 11 INV OU 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 Desigher,KKW NO STR:7813 DI-313, L=12' STR78D DI -3B, L=14' : STR:78F DI-313, L=6' 640 PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE RIM:633.87 AHVV Controls STA:11+51.90 STA:11+87.91 STR S:72 :72 STR:7013 DI-313, L=l 626.90 TO 70B R - IM. 632.59 INV IN: 626.10 TO 78D RIM:632.62 INV IN: 626.60 TO 78F ,FRIIVI:633.99 � INV OUT: 629.00 TO Structures RIM:633.86 650 'INV OUT: 626.00 TO 78 INV OUT: 626.50 To 7 13 8 635 R:68 DI -313 L=6 , I STR:78 DI-3C, L=6' .14' ALL FILL MUST MEET 95Z COMPACTION. 4. STA:12+70.701 -elev. 621.65 STA: 10+86.1 9 STA:14+65.62 MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL 635. RIM:629.26, 0 Cover IL RIM:631.02 Detours Available Length SANITARY SEWER MUST BE PROVIDED. 7. 4:623.30TO78_ STM INV IN: 624.50 TO 80 Q _CFS gernent Flood! Main Management J: 623.20 TO 70 = 162% Inv. El 585 INV IN: 624.50 TO 78B Ila and Significant Impact _J Ori- Gr E ev. LF 23 .43 frig. Gr: :59v. 9 r: 623.10 TO 66 ICritej INV OUT: 624.40 TO b 625 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED 1 620 630 HEADWATER, COMPUTATIONS z-- 71- C, ONT, 625 630 6221 15" CL III RCP 0 622 Hw. 36.01 LF @ 0.56% RIM:637.75 COMMENTS 00 CID 610 15 " CL III 61 WA-F' I _J Treat STIR:96 DI-313, L= STR:88 DI-33, L=6' RIM:631.36 RIM:639.10- S TA: 16+45.32 HWID cc Ke dc STM ho H LSo INV IN: 630.80 TO 72B Proposed.36', RCP Culvert (2 yr.) 49.38149.38, 1..30 19 625 2.3 2.65 2.65.. 7 8X 8.6 -3,3 625 16.83 INV IN 629.60 TO 74 STR:74 DI-3C, L=6"--- 96,67 215 1.5 0.5 3 3.00 3.00 15" CL III RCP 8.6 6 00 19.76 INV InletControlled ( +7b*) 36.01 LF @ 1.11% OUT: 629.50 TO 7 0 STA:17+15.12 600 645 " S 8 S N SUMMARY & RECOMMENDATIONS: j Base Flood 1% Exceed. Prob., Elev. I I - STM 2 15" CL [it RCP 86.19 LF @ 1.28% i j 620 -- RIM:637.96 I 645 INV OUT: 617.40 TO 86 618 595 618 0� 04 INV IN: 631.00 TO 76 1 STR:76 DI -3C, L=6' CD CY) CD Ce Cc ) ce) CD CY) CD STD. EW-2 JSTR:70 DI-313, L=8' INV IN: 633.80 TO 74B STA:17+51.15 L EXISTING GRADE 590 4: 619.00 TO 68 STA: 13+69.01 'A' /Al '111/ 41 b, INV IN: 613.80 TO 86 INV OUT: 630-90 TO 72 I RIM:637.96 IRIM:633.87 \-EM 00 0 -INV OUT: 631.20 TO 74 )UT: 612.60 TO INV OUT: 613.70 TO 8 LL_ 236 - 1 INV IN: 626.90 TO 72 GRADE 640 585 STR:68 DI-313, L=6' jINV IN: 626.90 TO 70B 585 640 INV CONTRACTOR 585.50 TO VERIFY STA:12+70.70 jINV OUT: 626.80 TO 6 EX. ELEVATION AND ENSURE CULVERT IS COUNTERSUNK 6", 580 1.20' VDOT STD. L=19% W1=9';W2=22';D=3.6';d50=0.6' EC-1, CL. 11 RIPRAP 1CULVERT:L RIM:629.26 1 580 _J 578 INV IN: 623.3 0 TO 78 578 rn U? (0 ti 0) CD INV IN: 623.20 TO 70 co do LO -4- N STA:10+36.03 7RIM:620.69 j i INV OUT: 623.10 TO 66 STM RIM:622.75 INV IN: 616.40 TO 88 7CET 635 STR:66 DI-313, L=8' -INV OUT: 614.10 TO 84 635 -4- _5 V/ PROPOSED GRADE INV OUT: 612.90 TO 66 1. 14-: "12" WAT CL III RCP STA: 11+25.66 6 RIM:622.79 ST� INV IN: 612.70 TO 82 - 630 INV IN: 619.00 TO 68 INV OUT: 612.60 TO 7/77 7 _77 771 7 -777 RCP X/ "A /I 1511 CL Ill RCP 0.52% j 630 C Ill L LF V0 36.07 0.55% 6,LL I- I 1_ MUST MEET 1.10, 249.50 LF @ 1511 36.03 LF CL III RCP @ 0.56% 95% OMPA-,TION SSTM N T- 625 85.91 15" CL III RCP PR C POSED GRAD4 7 625 96.61 LF @ 2.69% 3.39, S_TM_ 106, , 89 ,`' Cp ! ! 7 15" CL III RCP 2" WAT /2 " i 98.30 LF @ 3.66% 7A - ---------- 67 - STM All 620 VDOT STD IEW-2 N J 8" SAN STM 7- 620 4 18-12 620 �18" T-! CL III RCP ---------- - --------- 145.05 LF @ 2.83% - 615 77 24" CL III RCP ' i I ! j ! 615 i i 615 Z-125.66 LF @ 1.03% -77, I 615 15" CL III RCP V 151.69 LF @ 0.66% dl STR 76 - lJ �./ 610 24" CL III RCP ! ! 610 IN OUT: 1.30 PIL NGE POOL, S E DETAIL SHEET 35 610 36.03 LF @ 0.56% 610 VDOT STD. EC-1, CL. I RIPRAP - 608 L=18; W1=6';W2=20';D=2.5';d50=0.6' CONSTRUCTION NOTES REGARDING STORM SEWER STRUCTURES 84 & 86: I 608 N d GA 60 to LO 6 0) C� N co P- r-- CONTRACTOR SHALL PLACE FILL UNDER INLET(s) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL (.0 CO (0 co C.0 Ui M CD C6 CO (D C 4 C.0 CD .6 0 STI INV 11 INV 11 INV OU 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 10+00 10+50 11+00 11+50 12+00 12+50 STR 78 F - STR 68 78D STF INV 11 INV IN: lNv OU- Z:70 DI-313, L=8' Desigher,KKW NO STR:7813 DI-313, L=12' STR78D DI -3B, L=14' : STR:78F DI-313, L=6' 640 PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE RIM:633.87 AHVV Controls STA:11+51.90 STA:11+87.91 STA:12+56.28 100 yr. Flood plain STR:7013 DI-313, L=l 626.90 TO 70B R - IM. 632.59 INV IN: 626.10 TO 78D RIM:632.62 INV IN: 626.60 TO 78F ,FRIIVI:633.99 � INV OUT: 629.00 TO Structures RIM:633.86 Culvert # °1: SWM 02. & Q10 from Sheet 27 'INV OUT: 626.00 TO 78 INV OUT: 626.50 To 7 13 8 635 R:68 DI -313 L=6 , I STR:78 DI-3C, L=6' .14' ALL FILL MUST MEET 95Z COMPACTION. 4. STA:12+70.701 -elev. 621.65 STA: 10+86.1 9 RGUSSESS-M ENT ----------- MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL 635. RIM:629.26, 0 Cover IL RIM:631.02 Detours Available Length SANITARY SEWER MUST BE PROVIDED. 7. 4:623.30TO78_ STM INV IN: 624.50 TO 80 Q _CFS gernent Flood! Main Management J: 623.20 TO 70 = 162% Inv. El 585 INV IN: 624.50 TO 78B Ila and Significant Impact _J Ori- Gr E ev. LF 23 .43 frig. Gr: :59v. 9 r: 623.10 TO 66 ICritej INV OUT: 624.40 TO b 625 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED 1 620 630 HEADWATER, COMPUTATIONS z-- 71- C, ONT, 625 630 6221 15" CL III RCP 0 622 Hw. 36.01 LF @ 0.56% 622 1 COMMENTS 00 CID 610 15 " CL III 61 WA-F' I _J Treat STIR:96 DI-313, L= STR:88 DI-33, L=6' RIM:631.36 RIM:639.10- S TA: 16+45.32 HWID cc Ke dc STM ho H LSo HW C.M. Smooth. Proposed.36', RCP Culvert (2 yr.) 49.38149.38, 1..30 19 625 2.3 2.65 2.65.. 7 8X 8.6 -3,3 625 16.83 NIA. 1►M.4t: Controlled (+ 3.91 00 96.67 96,67 215 1.5 0.5 3 3.00 3.00 15" CL III RCP 8.6 6 00 19.76 N/A InletControlled ( +7b*) 36.01 LF @ 1.11% ge-s7ignP F55, , jwd�, 55e�e Elev. 600 " S 8 S N SUMMARY & RECOMMENDATIONS: A Base Flood 1% Exceed. Prob., Elev. 620 - STM 2 15" CL [it RCP 86.19 LF @ 1.28% STA: 11+25.66 620 I INV OUT: 617.40 TO 86 618 595 618 0� 04 co N N 595 CD CY) CD Ce Cc ) ce) CD CY) CD STD. EW-2 10+00 10+50 11+00 11+50 12+00 12+50 STR 78 F - STR 68 78D STF INV 11 INV IN: lNv OU- Z:70 DI-313, L=8' Desigher,KKW NO Sheet 1 of I STA-13+69.01 Date r:7110113 ,:78 DI-3C, L=6' 1 PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE RIM:633.87 AHVV Controls .STATION. 640 J: 626.90 TO 72 100 yr. Flood plain STR:7013 DI-313, L=l 626.90 TO 70B Design AHWdepth I STA: i 0+36.01 626.80 TO 68 Structures RIM:633.86 Culvert # °1: SWM 02. & Q10 from Sheet 27 WAT INV OUT: 627.10 T( 635 Shoulder 1 6351 AND BRIDGE SPECIFICATION 303.04. .14' ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER -elev. 621.65 DISCHARGES USE0 RGUSSESS-M ENT ----------- MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL 1 WAT 0 Cover IL Q 2 = 4938 CFS Detours Available Length SANITARY SEWER MUST BE PROVIDED. 7. 630 STM STRUCTURES. 8. Q _CFS gernent Flood! Main Management 630 = 162% Inv. El 585 CFS Ila and Significant Impact _J Ori- Gr E ev. LF 23 .43 frig. Gr: :59v. 9 Q: -CFS ICritej POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL 625 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED 1 620 625 HEADWATER, COMPUTATIONS 625 C, ONT, 625 i 6221 15" CL III RCP 0 622 Hw. 36.01 LF @ 0.56% 622 1 COMMENTS 00 CID 610 15 " CL III RCP cyi Treat STIR:96 DI-313, L= STR:88 DI-33, L=6' RIM:631.36 RIM:639.10- S TA: 16+45.32 HWID cc Ke 13+00 13+25 10+00 10+50 10+75 STR 7oB - STR 70 Project Westlake Hills Phase, 11. SWM,Ouffall Culvert Plan Shee(No; . Desigher,KKW NO Sheet 1 of I Rev:. Data Date r:7110113 ,:78 DI-3C, L=6' 1 PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE 1 AHVV Controls .STATION. HYDROLOGICAL DATA D.A.= 31.76 ac. 100 yr. Flood plain elev. MUST BE PROVIDED. Design AHWdepth elev., 624.50 TO 78B Structures freq. TVV616v, Culvert # °1: SWM 02. & Q10 from Sheet 27 WAT THICKNESS BEFORE COMPACTION OVER THE ENTIRE CN Shoulder 1.25' AND BRIDGE SPECIFICATION 303.04. elev. 621.73 ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER -elev. 621.65 DISCHARGES USE0 RGUSSESS-M ENT ----------- MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL ADT Skew 0 Cover IL Q 2 = 4938 CFS Detours Available Length SANITARY SEWER MUST BE PROVIDED. 7. Q _�= 76.;7_CFS OvertrIpping Stage STRUCTURES. 8. Q _CFS gernent Flood! Main Management Inv. El, 594.06 = 162% Inv. El 585 CFS Ila and Significant Impact _J Ori- Gr E ev. LF 23 .43 frig. Gr: :59v. 9 Q: -CFS ICritej POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL 625 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED 1 620 DURING THE CONSTRUCTION PROCESS. HEADWATER, COMPUTATIONS 625 C, ONT, OUTLET i 6221 CULVERT TYPE A SIZE 0 O Hw. VELOCITY End COMMENTS INLET CONT. OUTLET CONTROL 610 15 " CL III RCP :ELEV, Treat STIR:96 DI-313, L= STR:88 DI-33, L=6' RIM:631.36 RIM:639.10- S TA: 16+45.32 HWID :HW Ke dc (dc+D)12 ho H LSo HW C.M. Smooth. Proposed.36', RCP Culvert (2 yr.) 49.38149.38, 1..30 19 0,5 2.3 2.65 2.65.. Z15 8.6 -3,3 1 319 16.83 NIA. 1►M.4t: Controlled (+ 3.91 Proposed 36" RCP Culvert (10 yr) 96.67 96,67 215 1.5 0.5 3 3.00 3.00 10. 8.6 6 00 19.76 N/A InletControlled ( +7b*) ge-s7ignP F55, , jwd�, 55e�e Elev. 600 Overtop Flood Exceed, Prob. Elev. SUMMARY & RECOMMENDATIONS: A Base Flood 1% Exceed. Prob., Elev. VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. ) 70 STF INV It INV IN: INV OU' 16+00 16+50 17+00 17+50 640 i I I 1 STR:7213 DI-313, L=6 NO TES.- 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP ,:78 DI-3C, L=6' 1 PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE 1 CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM r: 629.50 TO 70 THE STORMWA TER MANAGEMENT POND SHALL REMAIN RCP RIM:631.02 PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES R:80 DI-3C, L=8' MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 624.50 TO 78B PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE RIM:631.02 UNIFORM LA YERS NOT MORE THAN 8 INCHES IN WAT THICKNESS BEFORE COMPACTION OVER THE ENTIRE CN ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD 1.25' AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER i SA NI TAR Y SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM 7 A SEWER & WIL AND 7.5' OF SEPARATION BETWEEN WIL & 625 SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL 74C STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL i STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' U" DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN @ 0.55% POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL 625 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED 1 620 DURING THE CONSTRUCTION PROCESS. j 625 625 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. ) 70 STF INV It INV IN: INV OU' 16+00 16+50 17+00 17+50 640 i I I 1 STR:7213 DI-313, L=6 STA:14+65.62 I RIM:637.75- 640 ,:78 DI-3C, L=6' 1 1 STA: 10+8 r: 629.50 TO 70 1 RIM:631.02 640_ R:80 DI-3C, L=8' :624.30 TO 88 1: 624.50 TO 80 STA: 10+36.09 624.50 TO 78B 635 RIM:631.02 624.40 TO 68 WAT I INV OUT: 624.80 T1 CN 0 1.25' r: 630.90 TO 72 STM 620 /-11"' i ' i ', 1-p WAT-, 00 630 7 A i 625 j 630 630 1. 17' 74C 625 INV IN: 631-50 TO 94 630 i 6 WAT RCP U" (11-10B RCP 36.31 LF @ 0.55% 00 625 615 1 620 618 j 625 625 E 618 i 6221 I 6251 LO 'ALL FIL.L MUST MEET_ 630 ! ! 610 15 " CL III RCP 95% 620 STIR:96 DI-313, L= STR:88 DI-33, L=6' RIM:631.36 RIM:639.10- S TA: 16+45.32 36.09 LF @ 0.83%, 3 20 618 O CO 0) 618 C.0 co 4Cr co O c6 M CD CD CD 10+00 10+50 10+75 STR 8o - STR 78 ) 78 STI INV IN: INV If INV OU' 18+00 18+25 Z:72 DI-3131, L=6' i I I 1 STR:7213 DI-313, L=6 STA:14+65.62 I STA:10+36.31 RIM:637.75- RIM:637.85 630.80 TO 7213 4: 629.60 TO 74 i INV OUT: 631.00 TC r: 629.50 TO 70 S I R92 DI-313, L=6' 640 640_ RIM:631.51 :624.30 TO 88 j INV OUT: 624.60 T( 630 4: 631.00 TO 76 635 L9 0 630 WAT 635 CN 0 1.25' r: 630.90 TO 72 STM 620 /-11"' i ' i ', 1-p WAT-, 00 7 A 620 625 LLJ 630 r*J 74C 625 INV IN: 631-50 TO 94 630 i < 15" CL III RCP U" (11-10B RCP 36.31 LF @ 0.55% 00 625 615 1 620 618 j 625 622 E 618 i 6221 I LO LO 'ALL FIL.L MUST MEET_ 630 ! ! 10+00 10+50 10+75 STR 72B - STR 72 72 625 _J X CD M to a i.- - z V) z LU 0 U Z 0 U) C13 => W 0 Z "J LLj cn 00 M Z 0 Z LU LU Z � W 0- LLJ 640 Z:90 DI-313 L=6' Ln i.- z UJ U 0 Ce U-1 in- 0 W W > w STA:14+4.52 STR:74D DI-313, L=( 625 STR:9013 DI-3B, L=E S I R92 DI-313, L=6' 650 624.40 To 90a' RIM:631.51 :624.30 TO 88 j INV OUT: 624.60 T( 630 4: 631.00 TO 76 INV OUT: 636.20 TO 74 L9 0 630 r: 629.20 TO 90 STA: 15+30.43 650 RIM:636.30 CN 0 1.25' r: 630.90 TO 72 z 620 /-11"' i ' i ', 1-p WAT-, 00 STM 620 625 LLJ 90A r*J 74C 625 INV IN: 631-50 TO 94 7 i < 615 'E U" (11-10B RCP 635 620 00 INV IN: 629.30 TO 92B 'DI-313, L=6' STR:94 DI' STR:90 -313, L=6' 615 1 620 618 635 z E 618 15" CL III RCP i 15" CL 111 RCP I 610 INV OUT: 629-20 TO 90 STA: 14+44.52 STA:16+09.26 'ALL FIL.L MUST MEET_ 630 ! ! 610 T_ 630 95% COMPACTION STIR:96 DI-313, L= STR:88 DI-33, L=6' RIM:631.36 RIM:639.10- S TA: 16+45.32 622 28 6 O CO 0) C.0 co 4Cr co STA- 13+30.78 INV IN: 628.00 TO 92 INV IN: 632.10TO96- RIM:639.13 c6 605 CD co 605 RIM:624.44 INV IN: 624.40 TO 90B i !INV OUT: 632.00 TO 92 INV OUT: 632.30 6 00 INV IN: 621.00 TO 90 INV UT: 624.30 TO 88 Z:66 DI-313, L=8' 600 INV IN: 617.50 TO 88B A STA: 11+25.66 STR:84 DI-3C, L=6' I INV OUT: 617.40 TO 86 595 RIM:622.79 STA:1 1+43.01 595 640 4: 612.70 TO 82 VDOT STD. EW-2 L EXISTING GRADE 590 4: 619.00 TO 68 'A' /Al '111/ 41 b, INV IN: 613.80 TO 86 590, 00 0 )UT: 612.60 TO INV OUT: 613.70 TO 8 LL_ 236 - EX. GRADE 585 585 INV CONTRACTOR 585.50 TO VERIFY EX. ELEVATION AND ENSURE CULVERT IS COUNTERSUNK 6", 580 1.20' VDOT STD. L=19% W1=9';W2=22';D=3.6';d50=0.6' EC-1, CL. 11 RIPRAP 1CULVERT:L STR:82 DI-313, L=12' 1 580 _J 578 578 rn U? (0 ti 0) CD co do LO CD 00 LO N STA:10+36.03 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 STI INV 11 INV 11 INV 1 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 16+50 16+75 STR:88 DI-313, L=6' STR:8813 DI-313, L=8' STA:13+30.78 STA: 10+36.23 RIM:624.44 RIM:624.64 INV IN: 621.00 TO 901 �INV OUT: 617.70 TO 88 INV IN: 617.50 TO 88B INV OUT: 617.40 TO 86 I A 1 "' WAT � 620 � 1�1 T STM 620 i \ 1 615 1 1 1 615 10" CL III RCP 36.23 LF @ 0.55% 612 I 1 1 1 612 C14 co 64 C.0 co 10+00 10+50 10+75 STR 88B - STR 88 STI INV 11 INV IN INV OU STI INV It INV IN: INV OU' 640 _J X CD M to a i.- - z V) z LU 0 U Z 0 U) C13 => W 0 Z "J LLj cn 00 M Z 0 Z LU LU Z � W 0- LLJ 640 Z:90 DI-313 L=6' Ln i.- z UJ U 0 Ce U-1 in- 0 W W > w STA:14+4.52 STR:74D DI-313, L=( RIM:631.36 STR:9013 DI-3B, L=E S I R92 DI-313, L=6' 650 624.40 To 90a' RIM:631.51 :624.30 TO 88 j INV OUT: 624.60 T( 630 4: 631.00 TO 76 INV OUT: 636.20 TO 74 L9 0 630 r: 629.20 TO 90 STA: 15+30.43 650 RIM:636.30 CN 0 1.25' r: 630.90 TO 72 z /-11"' WAT 640 1 11 00 STM LO 625 LLJ 90A r*J 74C 625 INV IN: 631-50 TO 94 WAT i < C) 'E U" L15" CL III RCP 635 620 00 INV IN: 629.30 TO 92B 'DI-313, L=6' STR:94 DI' STR:90 -313, L=6' @ 0.55% 1 1 620 618 635 z E 618 15" CL III RCP i 15" CL 111 RCP I C INV OUT: 629-20 TO 90 STA: 14+44.52 STA:16+09.26 645 to 630 LJ 36.05 LF @ 0.69% 630 628 STIR:96 DI-313, L= STR:88 DI-33, L=6' RIM:631.36 RIM:639.10- S TA: 16+45.32 622 28 6 O CO 0) C.0 co 4Cr co STA- 13+30.78 INV IN: 628.00 TO 92 INV IN: 632.10TO96- RIM:639.13 c6 CD co RIM:624.44 INV IN: 624.40 TO 90B i !INV OUT: 632.00 TO 92 INV OUT: 632.30 INV IN: 621.00 TO 90 INV UT: 624.30 TO 88 Z:66 DI-313, L=8' INV IN: 617.50 TO 88B STA: 11+25.66 STR:84 DI-3C, L=6' I INV OUT: 617.40 TO 86 RIM:622.79 STA:1 1+43.01 640 4: 612.70 TO 82 RIM:620.64- L EXISTING GRADE 4: 619.00 TO 68 INV IN: 613.80 TO 86 )UT: 612.60 TO INV OUT: 613.70 TO 8 Zj I K:dtj DI -3C, L 1.20' 635 STR:82 DI-313, L=12' STA: 11+79.10 STA:10+36.03 7RIM:620.69 STM RIM:622.75 INV IN: 616.40 TO 88 7CET INV IN: 613.00 TO 84 -INV OUT: 614.10 TO 84 _5 V/ INV OUT: 612.90 TO 66 CL III RCP 6 RCP C Ill L LF V0 36.07 0.55% 85.91 625 PR C POSED GRAD4 7 3.39, S_TM_ 106, , 89 ,`' Cp ! ! j 2" WAT 7A - STM All 620 7- 4 620 T-! ---------- 615 77 615 A -77, 15" CL III RCP 151.69 LF @ 0.66% 610 24" CL III RCP 610 36.03 LF @ 0.56% - CONSTRUCTION NOTES REGARDING STORM SEWER STRUCTURES 84 & 86: I CONTRACTOR SHALL PLACE FILL UNDER INLET(s) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL 18" CL III RCP CONSIST PREDOMINANTLY OF SOIL & BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN 106.98 LF @ 0.65% THICKNESS BEFORE COMPACTION IN ACCORDANCE w/ VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL 605 15" CL III RCP-/ COMPACTED VDOT STD. 21A STONE IN AN 8'x8' AREA CENTERED ON THE INLET(s). CONTRACTOR SHALL UNTIL AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE REPEAT THIS OPERATION U 605 36.09 LF @ 0.83% EXISTING GROUND AND THE PROPOSED INLET(s) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. X CONTRACTOB SHALL PROVIDE VDOT.wZ FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. SEE CONSTROCTION ALL FILL MUST MEET 600 NOTE ON THIS SHEET 9M/6 COMPACTION I 600 FOR Fl� BELOW INLETS. 595 595 590 590 585 585 "TR Q6 61;1 582 582 CD r' d CD C CD co O� CD N CD N CD 6 CD CIJ Cn 6 Ci (0 CD co Q0 CID Q0 I �0 CD co cc 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 16+50 16+75 STR:88 DI-313, L=6' STR:8813 DI-313, L=8' STA:13+30.78 STA: 10+36.23 RIM:624.44 RIM:624.64 INV IN: 621.00 TO 901 �INV OUT: 617.70 TO 88 INV IN: 617.50 TO 88B INV OUT: 617.40 TO 86 I A 1 "' WAT � 620 � 1�1 T STM 620 i \ 1 615 1 1 1 615 10" CL III RCP 36.23 LF @ 0.55% 612 I 1 1 1 612 C14 co 64 C.0 co 10+00 10+50 10+75 STR 88B - STR 88 STI INV 11 INV IN INV OU STI INV It INV IN: INV OU' 640 _J X CD M to a i.- - z V) z LU 0 U Z 0 U) C13 => W 0 Z "J LLj cn 00 M Z 0 Z LU LU Z � W 0- LLJ 640 Z:90 DI-313 L=6' Ln i.- z UJ U 0 Ce U-1 in- 0 W W > w STA:14+4.52 STR:74D DI-313, L=( RIM:631.36 STR:9013 DI-3B, L=E 1: 628.00 TO 92- STA:10+36.16 624.40 To 90a' RIM:631.51 :624.30 TO 88 j INV OUT: 624.60 T( 630 4: 631.00 TO 76 INV OUT: 636.20 TO 74 L9 0 630 r: 629.20 TO 90 _0 CN 0 1.25' r: 630.90 TO 72 z /-11"' WAT 640 1 11 00 STM LO 625 LLJ 90A r*J 74C 625 12" WAT i < C) 'E U" L15" CL III RCP 635 620 00 36.16 LF 1 @ 0.55% 1 1 620 618 635 z E 618 15" CL III RCP i 15" CL 111 RCP I C M CD to 630 ST INV 11 INV IN 190 INV OU 10+00 10+50 11+00 11+50 11+75 STR 74D - STR 74 74B 645 _J X CD M to a i.- - z V) z LU 0 U Z 0 U) C13 => W 0 Z "J LLj cn 00 M Z 0 Z LU LU Z � W 0- LLJ 645 1:92 DI-313, L=6' Ln i.- z UJ U 0 Ce U-1 in- 0 W W > w STR:7413 DI-313, L=8' STR:74D DI-313, L=( Z:74 DI-3C, L=6' STA:10+86.48 STA:11+36.57 STA: 17+15.12 RIM:641.10 RIM:641.10 RIM:637.96 INV IN: 636.30 TO 74D INV OUT: 636.80 T( 4: 631.00 TO 76 INV OUT: 636.20 TO 74 L9 0 633.80 TO 74B r: 629.20 TO 90 _0 CN 0 r1 CL r: 630.90 TO 72 z w 640 1 11 00 640 LO 1. 17', LLJ IN r*J 74C 12" WAT i < C) 'E U" 7 STM 635 11� 00 �A' 0 z 0� Di 630 LU rn 635 z E 630 15" CL III RCP i 15" CL 111 RCP I C 86.48 LF @ 2.78% 50.09 LF @ 1.00% 630 LJ 36.05 LF @ 0.69% 630 628 625 622 28 6 O CO 0) C.0 co 4Cr co cO c6 CD co 10+00 10+50 11+00 11+50 11+75 STR 74D - STR 74 74B 645 _J X CD M to a i.- - z V) z LU 0 U Z 0 U) C13 => W 0 Z "J LLj cn 00 M Z 0 Z LU LU Z � W 0- LLJ 645 1:92 DI-313, L=6' Ln i.- z UJ U 0 Ce U-1 in- 0 W W > w STR:9213 DI-313, L= STA:15+30.43 STA: 10+36.05 UJ U-) RIM:636.30 > ce UJ RIM:636.36 4: 631.50 TO 94 CL I INV OUT: 629.55 T 629.30 TO 92B > ce LU L9 0 LU r: 629.20 TO 90 _0 CN 0 r1 CL 0 z w 635 1 11 00 635. LO 1. 17', LLJ IN r*J W 12" WAT i < C) 'E U" 7 STM 0 11� 00 M 0 z 0� Di 630 LU rn 9 A z E 630 0 Ce L I C U) L15" CL III RCP -C 36.05 LF @ 0.69% 625 625 622 622. C.0 (.0 H oN SCOTT R. COLLINS � No. 35791 "Ll. 81 i'L( 141 r� 01VAL TO 94 • N z 0 Fa- Ce In LU 0 0 LU C� z 0 U V) 11.1 0 z 0 > UJ _J X CD M to a i.- - z V) z LU 0 U Z 0 U) C13 => W 0 Z "J LLj cn 00 M Z 0 Z LU LU Z � W 0- LLJ Z LU Z X 0 8 i� z :3 0 U � W UJ z C) U �: z =3 0 F- 0 0 > W Q_ Ln i.- z UJ U 0 Ce U-1 in- 0 W W > w U.J U) LU cl� D z 2 > UJ U-) > Ce LU > ce UJ Lu _J CL 0 > ce LU L9 0 LU 0 _0 8V I L9 0) ti D 92 CY) tV cvi 19t 0 112072 0 CY) C1,14 '"Y' H:1 "=50' > w co "I "o _J CL 0 LL, L9 0 0 _0 CN 0 r1 CL 0 z w < 00 z LO LLJ IN r*J W (N CY) i < C) 'E U" (r 0 11� 00 M 0 z 0� Di 1-i LU rn 8V I L9 0) ti D 92 CY) tV cvi 19t 0 112072 0 CY) U) H:1 "=50' > w 0 U) LU _J CL 0 U_ L9 0 0 _0 CN 0 r1 CL 0 z Ld 0 112072 0 SCALE V'11 11=51 U) H:1 "=50' > w C U) LU _J -- 0 Q: U_ L9 0 0 o 0/ 0 r1 CL z w < 00 z _C LLJ (1) , W g 0 Ul < C) 'E U" (r 0 F-: W z U-) W 0 z 0� Di W LU rn z E 0 Ce Ld U) C U) _J F_ W ry 112072 .S� C C SCALE V'11 11=51 H:1 "=50' < C SHEET NO. o 20 Q: C:) 2! 0 (N _C O (r LU rn LU E 0 Ce LU C 0- U) -C JOB NO. V) z 0 C) 0 0 X 4) Q) 0 -C C 0 0 0 47 0 Q 0 E 0 0 U) -C 3 112072 .S� C C SCALE V'11 11=51 H:1 "=50' C SHEET NO. 20 Q: V) z 0 C) 0 0 X 4) Q) 0 -C C 0 0 0 47 0 Q 0 E 0 0 U) -C 3 CONSTRUCTION NOTES REGARDING STORM SEWER STRUCTURES F46. F48. & F50 CONTRACTOR SHALL PLACE FILL UNDER INLET(s) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL & BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE w/ VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' AREA CENTERED ON THE INLET(s). CONTRACTOR SHALL REPEAT THIS OPERATION UN11L AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(s) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT w/ FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. ` 15" CC Ifl RCP 4 1.10% 625 I 118.00 LF @ 625 SEE CONS TRUCTION NOTE ON THIS SHEET] 1 FOR FII.L BELOW INLETS. VDOT STD. EW -1 620 620 l \ I ; SEE CONSTRUD 110N �� -�- I NOTE N THIS SHEET flR-f INLETS. F43 i r { 615 ! 15" CL III RCP 1 615 1 43.41 LF @ 8.64% ! i 1 j INV OUT: 613.75 CONTRACTOR TO VERIFY ; EX. GRADE IN THIS AREA 610 PLUNGE POOL, SEE DETAIL SHEET 35 1 610 I I I VDOT STD, EC -1, CL. 1 RIPRAP 608 L =58; W1= 3.8';W2= 10';D= 2.5';d50 =0.6' 608 J J LU N lt� N W W r N co N ti (D (D C° `a C' `° o to C° co 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 13 +75 STR F5®- OUT STR:F46 DI -31B; L =8' STR:F46BIDI -313; L =8' STA. 11 +61.41 i STA. 10 +59.25 TP= 632.71 TP =632J1 INV IN: 627.70 TO F48 INV OUT: 628.46 TO F46 INV 1N: 627.70 TO F46B INV OUT: 627.60 TO F44 VERTICAL SCALE I 5 0 2.5 5 10 1630 630 �15" CL III RCP 625 59.25 LF @ 1.28% 625 i SEE CONSTRUCTION t�flTf-- -6N�-ftS -S ; FOR FILL BELOW INLETS. E WWI _J_j W W W U_ C' � 1 N N C M cQ 10 +00 10 +50 11 +00 11 +25 STR F46B - STR F46 STR:F44 DI -3C, L =8' STA. 10 +43.41 TP= 631.20 INV IN: 626.30 TO F52 INV IN: 626.30 TO F44B INV IN: 626.30 TO F46 INV OUT: 617.50 TO 1 630 1 625 1 �EVA w w WALL i s i 635 STR:F44B DI -3C; L =6' - STA. 10 +53.06 TP= 631.18 INV OUT: 626.57 TO F44 1 i 630 625 15 "CL III RCP 53.06 LF @ 0.51 % ! 1 620 615 612 0 0 00 r C c' co 10 +00 10 +50 11 +00 11 +25 STR F44B - STR F44 { IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 5U 1UU mi ( IN FEET ) 1 inch = 50 ft. 20 !oo I I I I STR:F48 DI -313; L =8' TES: 1. STR:F50 DI -31B; L =8' I, i STR:F46 DI -3B; L =8' STA. 12 +85.14 CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM STR:F56 DI -313; STA. 13 +47.25 IN 640 _ STA. 11+61.41 TP= 637.79 MUST BE PROVIDED. 2. TP= 637.86 11, ! 1 STR:F44 DI -3C, L =8' TP= 632.71 INV IN: 633.00 TO F50 INV OUT: 633.61 TO F48 STA. 10 +43.41 INV IN: 627.70 TO F48 INV OUT: 632.90 TO F46 AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95� COMPACTION. TP= 631.20 INV IN: 627.70 TO F466_ I SANITARY SEWER. 5. MINIMUM 3' OF CODER MUST BE MAINTAINED OVER W/L INV IN: 626.30 TO F52 INV OUT: 627.60 TO F44 INV OUT: 637.21 SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & - SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL I i 608 co �� STRUCTURES. 8. INV IN: 626.30 TO F44B I STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST -1 STEPS REQUIRED ON ALL STRUCTURES 4' ! 640 DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES' SHALL BE WRAPPED IN j 6; INV IN: 626.30 TO F46 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. Q 10 : = 6.39 CFS STR:F44 DI -3C, L =8' 1 {NV IN: 631.70 TO F54 635 INV OUT: 617.50 TO Inv: El. 622'53 So= 4.84% Inv. El. 614.51 Q = CFS Criteria and Significant Impact STA. 10 +43.41- L= 160.55 trig: Gr. v. _ INV IN: 630.70 TO F52B - I 0 - CFS' food Plain Ma iagernent F55 Irav: El: 621.00 So -- 061% Inv: -El: -�- Q = CES _ _i - -- _ TP= 631.20 ; INV OUT: 630.60 TO F44 ! CL III RCP -j JV IN: 626.30 TO F52 15 "CL III RCP I _ COMMENTS f t 49.93 ° LF @ 1.00 °` OUTLET CONTROL 635 J IN: 626.30 TO F44B- I f , - -1 -- - -- CULVERT TYPE & SIZE - 62.11 LF @ 0.98% li V .. Ke JV IN: 626.30 TO F46 (dc +0)1?'. ho H LSo i-W � F47 ' ' Smooth Proposed 24" RCP Culvert {2 yr) INV OUT: 617.50 TO 4:96 02 630 ! -0.5 Oofo 1.13 1.13. 0.65 1 8..0 =6:3 l ; , -Smooth, 101 vf InletControlied 1.6) 630 Proposed 24" RCP' Culvert(10 yr) 630 - - - -- j , ; ; i , ' A ' ti 6 I -_ ( 1.25 630 ii .. -5,7 1:9 Proposed 36" RCi? Cuhrert:(.10 yr) 31.E NIA �/, �F4.x; � 5 2 f �- ;t 111 RCZ1 °/o Elea. 6.8 -3,9 3.0 Overtop Flood Exceed. Prob. Elev. - - - -- -L �5' CL - - -- - - - - - -/ -- -- -- - -- 94-35 Overtop:Flood.Exceed �'a'ob ` 15" CC Ifl RCP 4 1.10% 625 I 118.00 LF @ 625 SEE CONS TRUCTION NOTE ON THIS SHEET] 1 FOR FII.L BELOW INLETS. VDOT STD. EW -1 620 620 l \ I ; SEE CONSTRUD 110N �� -�- I NOTE N THIS SHEET flR-f INLETS. F43 i r { 615 ! 15" CL III RCP 1 615 1 43.41 LF @ 8.64% ! i 1 j INV OUT: 613.75 CONTRACTOR TO VERIFY ; EX. GRADE IN THIS AREA 610 PLUNGE POOL, SEE DETAIL SHEET 35 1 610 I I I VDOT STD, EC -1, CL. 1 RIPRAP 608 L =58; W1= 3.8';W2= 10';D= 2.5';d50 =0.6' 608 J J LU N lt� N W W r N co N ti (D (D C° `a C' `° o to C° co 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 13 +75 STR F5®- OUT STR:F46 DI -31B; L =8' STR:F46BIDI -313; L =8' STA. 11 +61.41 i STA. 10 +59.25 TP= 632.71 TP =632J1 INV IN: 627.70 TO F48 INV OUT: 628.46 TO F46 INV 1N: 627.70 TO F46B INV OUT: 627.60 TO F44 VERTICAL SCALE I 5 0 2.5 5 10 1630 630 �15" CL III RCP 625 59.25 LF @ 1.28% 625 i SEE CONSTRUCTION t�flTf-- -6N�-ftS -S ; FOR FILL BELOW INLETS. E WWI _J_j W W W U_ C' � 1 N N C M cQ 10 +00 10 +50 11 +00 11 +25 STR F46B - STR F46 STR:F44 DI -3C, L =8' STA. 10 +43.41 TP= 631.20 INV IN: 626.30 TO F52 INV IN: 626.30 TO F44B INV IN: 626.30 TO F46 INV OUT: 617.50 TO 1 630 1 625 1 �EVA w w WALL i s i 635 STR:F44B DI -3C; L =6' - STA. 10 +53.06 TP= 631.18 INV OUT: 626.57 TO F44 1 i 630 625 15 "CL III RCP 53.06 LF @ 0.51 % ! 1 620 615 612 0 0 00 r C c' co 10 +00 10 +50 11 +00 11 +25 STR F44B - STR F44 { IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 5U 1UU mi ( IN FEET ) 1 inch = 50 ft. 20 !oo STR:F58 DI -313; L =6' STA. 10 +99.94 TP= 631.54- INV IN: 624.40 TO F58B INV OUT: 624.30 TO 630 t 15" CL III RCP 40.03 LF @ 1.00% 1625 } ! i -S I R:F58B DI -313; L =6' _STA. 10 +40.03 TP= 631.55 -INV OUT: 624.80 TO F58 I 630 1j 27' 2" WAT 625 620 j 620 618 i { 618 I J J. U) w W N M 0 0 CO o W LL 10 +00 10 +50 10 +75 STR F58B - STR F58 645 s NO TES: 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP i PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE Rev, Date CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM STR:F56 DI -313; THE STORMWA TER MANAGEMENT POND SHALL REMAIN RCP i PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES STATION: MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MA TER/AL SHALL CONSIST ! PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE slay. UNIFORM LA YERS NOT MORE THAN 8 INCHES IN STA. 13 +42.68 THICKNESS BEFORE COMPACTION OVER THE ENTIRE Design AHW depth .. ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD INV OUT: 614.25 I AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95� COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER Ct V6 t #1: CW - 061, TC - 5.0 l in.,12- 5..2 ilU lr,1104,71n/hr SANITARY SEWER. 5. MINIMUM 3' OF CODER MUST BE MAINTAINED OVER W/L 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM INV OUT: 637.21 SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & - SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL I i 608 co �� STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL j STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST -1 STEPS REQUIRED ON ALL STRUCTURES 4' ! 640 DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES' SHALL BE WRAPPED IN j POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL Q 2 = 4:96 CFS CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. Q 10 : = 6.39 CFS STR:F58 DI -313; L =6' STA. 10 +99.94 TP= 631.54- INV IN: 624.40 TO F58B INV OUT: 624.30 TO 630 t 15" CL III RCP 40.03 LF @ 1.00% 1625 } ! i -S I R:F58B DI -313; L =6' _STA. 10 +40.03 TP= 631.55 -INV OUT: 624.80 TO F58 I 630 1j 27' 2" WAT 625 620 j 620 618 i { 618 I J J. U) w W N M 0 0 CO o W LL 10 +00 10 +50 10 +75 STR F58B - STR F58 645 s Designer KI(W I 1 of 1 1 of 1 i 645 Rev, Date STR:F54 DI -3B; L =8' STR:F56 DI -313; UPSTREAM SWM POND OUTFALL i AHW Controls STATION: 635 ? ! HYDRO.Ld7fiICAL DATA: O A = 159 ac. ! 1 D0 yr. flood plain slay. > STA. 13 +42.68 STA. 13 +92.61 Design AHW depth .. j INV OUT: 614.25 I I 630 Structures TP= 641.56 INV IN: 636.70 TO F56 TP= 641.57 Ct V6 t #1: CW - 061, TC - 5.0 l in.,12- 5..2 ilU lr,1104,71n/hr ! i - elev. fret. INV OUT: 636.60 TO F52 INV OUT: 637.21 110 - 4.9 in/hr - 625 STR:F52 DI -3113; L =8' ! I i 608 co �� ; 640 W w j STA. 11+94.35 {1 r ENSURE PIPE IS COUNTS / ! 640 w w AD 1 TP= 635.32 j VDOT STD. EW -1 Q 2 = 4:96 CFS Detours Available Length DISCHAIRGESUSED:__ Q 10 : = 6.39 CFS STR:F44 DI -3C, L =8' 1 {NV IN: 631.70 TO F54 Q ' _ CFS Flood Plain Management Inv: El. 622'53 So= 4.84% Inv. El. 614.51 Q = CFS Criteria and Significant Impact STA. 10 +43.41- L= 160.55 trig: Gr. v. _ INV IN: 630.70 TO F52B - I 0 - CFS' food Plain Ma iagernent F55 Irav: El: 621.00 So -- 061% Inv: -El: -�- Q = CES _ _i - -- _ TP= 631.20 ; INV OUT: 630.60 TO F44 ! CL III RCP 'Q JV IN: 626.30 TO F52 Hw. I j COMMENTS f t 49.93 ° LF @ 1.00 °` OUTLET CONTROL 635 J IN: 626.30 TO F44B- F53 ." -1 - -1 -- - -- CULVERT TYPE & SIZE I li V .. Ke JV IN: 626.30 TO F46 (dc +0)1?'. ho H LSo i-W C.M. Smooth Proposed 24" RCP Culvert {2 yr) INV OUT: 617.50 TO 4:96 02 16 -0.5 Oofo 1.13 1.13. 0.65 1 8..0 =6:3 1:6 -Smooth, 101 vf InletControlied 1.6) 5;84 Proposed 24" RCP' Culvert(10 yr) 630 - - - -- j , ; ; i , ' A ' ti 6 I -_ ( 1.25 630 8.0 . -5,7 1:9 Proposed 36" RCi? Cuhrert:(.10 yr) 31.E NIA ln]OCcntcalled ( +1 -9) 3.0 � 5 2 f �- ;t 111 RCZ1 °/o Elea. 6.8 -3,9 3.0 Overtop Flood Exceed. Prob. Elev. - - - -- -L �5' CL - - -- - - - - - -/ -- -- -- - - -- 94-35 Overtop:Flood.Exceed �'a'ob Elev. .. ..SUMMARY &:RECQM.ME�iDATiUt�S. B;�se Flood 1 %.Exceed,:Prob .'-"� 625 1 j 625 f i / 620 620 615 i ! 615 CULVERT 16 +75 i 612 1 I 612 J J N M �� CQ N W W C7 t7 00 CO r N w CO N M � CO to cn Cry O c(o w iL 640 STR:F52 D1 -36; L =8' STA. 11 +94.35 TP= 635.32 INV IN: 631.70 TO F54 INV IN: 630.70 TO F52B INV OUT: 630.60 TO F44 1 630 1 640 STR:F52B DI -313; L =8' STA. 10 +48.05 TP= 635.34 INV OUT: 631.10 TO F52 I qJ0 d 1 630 �15" CL ill RCP 48.05 LF @ 0.83% 625 I � 625 I I 622 ' i 622 J J N M W W co to W0 `� 10 +00 10 +50 10 +75 STR F52B - STR F52 ID-269 Rev. 3=83 L =6' ) TO F54 Project Westlake Hills Connecbr Culvert 13 +84 Plan Sheet No. Designer KKUV Designer KI(W sheet 1 of 1 1 of 1 Rev. Dale Dale 7108113 Rev, Date Date 7/08/13 EW -1 UPSTREAM SWM POND OUTFALL M AHW Controls STATION: 635 ? ! HYDRO.Ld7fiICAL DATA: O A = 159 ac. I i i 1 D0 yr. flood plain slay. > 100 yr 'Fld0d..plain Design AHW depth .. elev. . INV OUT: 614.25 I 630 Structures elev. treq. TWelev. Ct V6 t #1: CW - 061, TC - 5.0 l in.,12- 5..2 ilU lr,1104,71n/hr - -- J- 610 - elev. fret. TWelev, Shoulder 110 - 4.9 in/hr - 625 M elev. 636.37 I i 608 co �� _ Shoulder. W w - CL elev„ 635.81 {1 r ENSURE PIPE IS COUNTS DISCHARGES USED RISKASSESSM:ENT w w AD 1 Skew ° Cover VDOT STD. EW -1 Q 2 = 4:96 CFS Detours Available Length DISCHAIRGESUSED:__ Q 10 : = 6.39 CFS Overpping Sege - :Skew: ° Cover ?� Q ' _ CFS Flood Plain Management Inv: El. 622'53 So= 4.84% Inv. El. 614.51 Q = CFS Criteria and Significant Impact Ong.. Qr. Elev, L= 160.55 trig: Gr. v. Q CFS ! EXISTING ELEVATION 0 - CFS' food Plain Ma iagernent PLUNGE POOL': SEE DETAIL, SHEET 35 j i ! i Irav: El: 621.00 So -- 061% Inv: -El: HEADWATER COMPUTATIONS Q = CES CONT. OUTLET Or g Cr: Eleu. - Ofig Cr. - ev. . CULVERT TYPE SIZE 'Q Q1B Hw. VELOCITY Frill COMMENTS INLET CONT.. OUTLET CONTROL COM PUTATI{3NS CD (0 CONT. ELEV. Treat CULVERT TYPE & SIZE HMI /D. li V .. Ke tic (dc +0)1?'. ho H LSo i-W C.M. Smooth Proposed 24" RCP Culvert {2 yr) 44:96 4:96 02 16 -0.5 0.75 1.13 1.13. 0.65 1 8..0 =6:3 1:6 -Smooth, 101 NIA InletControlied 1.6) 5;84 Proposed 24" RCP' Culvert(10 yr) 6.39. 6:39 f2.95 1.9' ti 6 1 1.26 1.25 1.1 8.0 . -5,7 1:9 Proposed 36" RCi? Cuhrert:(.10 yr) 31.E NIA ln]OCcntcalled ( +1 -9) 3.0 � 5 2 >2.5'� Design Flood Exceed. Prob. Elea. 6.8 -3,9 3.0 Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDA :iQNB: .. Base Flood l% Exceed.:Prab.. Elev.' LO -269 Rev.'3 -83 Project' Westlake, Hills Connector Culvert 16 +75 Plan Sheet No. Designer KI(W i Sheet 1 of 1 w O w En > w LL ROAD FINAL GRADE ! j Rev, Date Date 7/08/13 EW -1 UPSTREAM SWM POND OUTFALL M 0 w o ° _ -"41F 361 -T- PIPE TO CONFIRM POSITIVE FLOW, 635 ? ! AHW Controls STATIOIV� I i i HYDROLOGICAL DATA ... .. DA= 1112 ac,` > 100 yr 'Fld0d..plain dlov, 630 INV OUT: 614.25 I 630 DesignAHlN.deptll� elev.� 9�% COMPACTI{�3N 1 ! -�- EX. GRADE IN THIS AREA - -- J- 610 Structures elev. fret. TWelev, CdVelt #1 Cud - 045; Tc y 12.3: I:: 12 - 3.75Jn1hr, 110 - 4.9 in/hr ; ! 625 M INV IN: 622.53 I i 608 co �� w Shoulder. W w - 620 {1 r ENSURE PIPE IS COUNTS j- -- - - -,- elev. 632:15 w w - 10 +00 10 +50 11 +00 11 +50 11 +75 VDOT STD. EW -1 EXISTING GRADE; -� CL.elevy; DISCHAIRGESUSED:__ ± ADT :Skew: ° Cover ?� 615 Q 2 - 28 :56 CFS` Detours Available Length I 0 10�:= 3 CFS: Overlapping :Stage. ! EXISTING ELEVATION 0 - CFS' food Plain Ma iagernent PLUNGE POOL': SEE DETAIL, SHEET 35 j i ! i Irav: El: 621.00 So -- 061% Inv: -El: 614.25 Q = CES Criteria aria Slgrli cant n pact 608 i Or g Cr: Eleu. - Ofig Cr. - ev. . { - CFS. O C 00 ;1- N h t~ cfl HEADWAT ER COM PUTATI{3NS CD (0 CONT. OUTLET CULVERT TYPE & SIZE Q 0/13 H I End COMMENTS INLET CANT. OUTLET CONTROL. ELEV . .Treat: H4VF0 . HW: Ke dc:. (c +D)1Z . her R:.+ .. LSo HW C M . -Smooth, Ptepcsed:.36 "RCP'CI3lvertd2yr} '8.56 28.56 5;84 2:6 0 :v:: I.J. : :2.35 2.35 0.4 £,8 41 .5_ 16.69 NIA inle(Cortrolled( +25: ): Proposed 36" RCi? Cuhrert:(.10 yr) ;37,33 37 3 ;� 99:: 3.0 � 5 2 >2.5'� 2,Sf? , 0.4 6.8 -3,9 3.0 17:99 N!A Irilei Canfraled (�:3�' Overtop:Flood.Exceed �'a'ob Elev. .. ..SUMMARY &:RECQM.ME�iDATiUt�S. B;�se Flood 1 %.Exceed,:Prob .'-"� Elev,,..... .. 640 ; 1 I ! I 1 640 635 j I STR:F58 DI -313; L =6' 635 STA. 10 +99.94 j TP= 631.54 INV IN: 624.40 TO F58B --�- INV OUT: 624.30 TO -- i I ! I I I 630 i ( I 630 PIPE F57 TO BE REPLACED AND STR F58 TO TIE INTO FOOTHILLS PIPE NETWORK WITH FUTURE FOOTHILLS STREAM CROSSING i 625 ! 625 _! J W W W LL 615 DOOR I j 1 620 " PROVIDE ANCHORING 1 ' ( ON PIPE F57 jI 615 j 15" CMP 43.18 LF @ 27.56% INV OUT: 612.40 1 CONTRACTOR TO VERIFY 4 EX. GRADE IN THIS AREA PLUNGE POOL, SEE DETAIL SHEET 35 - i VDOT STD. EC -1, CL. 1 RIPRAP L =20; W1= 3.8';W2= 10 ;D= 2.5 ;d50 =0.6' 605 602 0) Cj M O r N co co 10 +00 10 +50 11 +00 11 +25 STR F58 - OUT 640 I ! ! i 640 i I PROPOSED CONNECTORI z U z OV aS pin � w w O w En > w LL ROAD FINAL GRADE ! j ! -'T-' I� ELEVATION OF EX. GRADE & VDOT STD. EW -1 UPSTREAM SWM POND OUTFALL M 0 w o ° _ -"41F 361 -T- PIPE TO CONFIRM POSITIVE FLOW, 635 ? ! ! ! ; i 635 I i i i F47 ! ; IA MIN OF 6" > 630 INV OUT: 614.25 I 630 i i I I VI70T STD EW -1 ! ALL !FILL MIDST MET 110 9�% COMPACTI{�3N 1 ! -�- EX. GRADE IN THIS AREA - -- J- 610 PLUNGE POOL, SEE DETAIL SHEET 35 610 I 1 VDOT STD. EC -1, CL. 1 RIPRAP N 625 ; ! 625 M INV IN: 622.53 I i 608 co �� w CONTRACTOR TO VERIFY W w EXISTING ELEVATION & 620 {1 r ENSURE PIPE IS COUNTS j- -- - - -,- - -- - - - _ - A MIN OF 6:: w w 10 +00 10 +50 11 +00 11 +50 11 +75 VDOT STD. EW -1 EXISTING GRADE; -� 124" ± CL IV RCP I ` ! 615 i ! ,` . ` i ;165.55 LF @ 4.84% 615 - I INV OUT: 614.51 I ! I CONTRACTOR TO VERIFY ! EXISTING ELEVATION 610 I PLUNGE POOL': SEE DETAIL, SHEET 35 j i ! i 610 ! i ! VDOT STD. EC -1, CL. I RIPRAP 608 i L= EXTEND TO POND BANK; W1= 4.5';W2= 10.5 ;D= 2.5';d50 =0.5' I I 608 O C 00 ;1- N h t~ cfl cm CD (0 co o ( m 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 12 +75 ! CONNECTOR ROAD 635 635 �- � ! � - -%� CENTERLINE 1- i- -- 630 630 625 �I / 4 � �� � L 6251 VDOT STD. EW -1 ,H 0-�Tl SCOTT` R. COLLINS ZZ U No. 35791 � z 0 a U w d z 0 V) w z 0 a w 0 z O_,n^ VJ > w 620 �IL INV IN: 621.00 I I C0 z� O z w w ce- a- o w Ln -�'-' CONTRACTOR TO VERIFY CULVERT 16 +75 z U z OV aS pin � w w O w En > w LL w LU H �/^� VI ! -'T-' I� ELEVATION OF EX. GRADE & VDOT STD. EW -1 UPSTREAM SWM POND OUTFALL M 0 w o ° _ -"41F 361 -T- PIPE TO CONFIRM POSITIVE FLOW, w CAF @� ' ENSURE PIPE IS COUNTERSUNK > LU 615 IA MIN OF 6" > INV OUT: 614.25 I CONTRACTOR TO VERIFY 110 tD -�- EX. GRADE IN THIS AREA 610 PLUNGE POOL, SEE DETAIL SHEET 35 610 I 1 VDOT STD. EC -1, CL. 1 RIPRAP N N L =85'; W1= 9';W2= 10';D= 2.5';d50 =0.6' M 608 I i 608 co �� w W w r 0 {D 00 C.0 C.0 Z0 w w 10 +00 10 +50 11 +00 11 +50 11 +75 ,H 0-�Tl SCOTT` R. COLLINS ZZ U No. 35791 � z 0 a U w d z 0 V) w z 0 a w 0 z O_,n^ VJ > w J < V) Q H w O U z O m m 0 z w d C0 z� O z w w ce- a- o w Ln w 0 2: = 0 ad o w H z U z OV aS pin � w w O w En > w LL w LU H �/^� VI M o M M 0 w w > LU > ti M M M M M M M w o 110 tD d -1 N N N N M +-+ N n 00 ti Design Storm Year = 10 36.07 1 DINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA NLET TIME RAIN FALL RUi )NCR ACCUM ACRES C INLET STATION 632.30 MIN, MN C.I 15 9.2 4.6 30.3 5.8 3.9 22.1 18 +30.39 6 639.12 18 626.89 0.20 0.45 0.09 0.09 9.00 5.58 0 0.0055 15 16 3.6 17.4 21 - • 1 ` 617.80 610.00 76.96 16 15 0.18 0.45 0.08 0.17 11.00 1 5.18 0 4.8 3.8 14 25 608.68 596.00 120.32 0.1054 15 21.0 14.2 14 6.58 0.31 0.45 0.14 0.49 11.51 5.09 2 595.20 593.00 12 0.0327 15 11.7 10.2 6.6 626.89 620.00 RCP3 12 633.15 0.21 0.45 0.09 0.71 11.65 5.06 3 15 10.7 10 8.5 DI -313 CG-6 15 +66.33 8 624.50 633.05 632.06 10 584.90 0.31 1 0.45 0.14 1.08 12.17 4.97 5 38E 18 8 10 20 38C 18 631.96 570.50 568.10 36.33 8 24 0.33 0.75 0.25 1.58 12.31 4.95 7 608.68 596.00 6 16.5 563.40 560.10 1 50.05 1 0.0659 24 58.1 14.9 6 15.4 0.25 0.70 0.18 1.99 12.42 4.93 9 601.88 VDOT STD. IS -1 REQ)D 4 623.50 618.50 58.12 0,0860 18 1 30.8 1 14.7 4.0 4 2.714 0.31 0.50 0.16 2.71 12.56 4.91 1: 1 615.28 2 45.98 0.0713 18 1 28.1 1 13.8 3.3 15 84.19 2 589.60 0.00 0.30 0.00 2.71 12.72 4.88 1� 36.3 4 1B 0.0661 24 58.14 14.88 0.04 DI -313 CG -6 12 +17.66 1B 591.62 0.00 0.00 1 0.00 1 2.71 1 12.76 1 4.88 E RCP3 50.1 OUT INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 0.0659 24 58.09 2 0.06 m :z w INVERT LENGTH SLOPE DIA CAPA- VEL FLOW ELEVATIONS CITY TIME UPPER I LOWER FEET FT.1FT. INCHES C.F.S. F.P.S. SEC 632.60 632.40 36.07 1 0.0055 15 4.8 1 2.5 14.5 1 15.5 SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION 632.30 629.50 139.26 0.0201 15 9.2 4.6 30.3 5.8 3.9 22.1 18 +30.39 6 639.12 VDOT STD. IS -1 REQ'D 626.89 620.00 88.72 0.0777 15 18.0 103 8.6 0.0055 15 4.8 3.6 17.4 21 - • 1 ` 617.80 610.00 76.96 0.1014 15 20.6 12.5 1 6.1 637.88 93.79 0.0055 15 4.8 3.8 24.8 25 608.68 596.00 120.32 0.1054 15 21.0 14.2 8.5 6.58 637.78 636.00 174.68 0.0102 15 6.5 4.9 595.20 593.00 67.18 0.0327 15 11.7 10.2 6.6 626.89 620.00 RCP3 633.80 633.15 40.09 0.0162 15 589.60 587.30 84.19 0.0273 15 10.7 9.9 8.5 DI -313 CG-6 15 +66.33 8 624.50 633.05 632.06 89.37 584.90 575.40 143.03 0.0664 24 58.3 14.9 9.6 38E 18 7.4 10 20 38C 18 631.96 570.50 568.10 36.33 0.0661 24 58.1 14.9 2.4 9 15 120.32 10.54% 608.68 596.00 RCP3 16.5 563.40 560.10 1 50.05 1 0.0659 24 58.1 14.9 1 3.4 a 4B 1 1 0.40 1 0.45 1 0.18 0.18 1 10.00 1 5.37 1 �0 Imo- 14 1- 1 1 1 1 1 627.17 1 626.99 1 36.06 1 0.0050 1 15 1 4.6 1 2.9 1 12.3 (2B 1 1 0.28 1 0.45 1 0.13 0.13 11.00 1 5.18 0[7 I I 1 1 1 1 1 1 � 1 1 12 1 1 1 1 1 1 618.08 1 617.90 1 36.03 1 0.0050 1 15 1 4.6 1 2.6 1 13.8 �i� 10 OB 0.50 0.45 0.23 0.23 12.00 5.00 111 609.07 1 608.78 1 36.02 1 0.0081 1 15 1 5.8 1 3.6 1 10.0 �_� o.s 8 1 0.45 1 0.26 1 0:26 1 11.00 � 5.18 0.47 1 0.50 1 0.24 1 0.24 1 11.00 1 5.18 m 595.48 1 595.30 1 36.14 1 0.0050 1 15 1 4.6 1 3.2 1 11.2 589.90 1 589.70 1 36.02 1 0.0056 1 15 1 4.8 1 3.3 1 11.1 I 14B 1 1 1.13 1 0.50 1 0.57 1 0.57 1 12.00 1 5.00 1 218 1 1 1 1 1 1 1 1 1 I 1 1 4 1 1 1 1 1 1 1 1 1 584.94 1 584.65 1 51.49 1 0.0056 1 15 1 4.8 1 4.1 1 12.6 1 �- 639.96 1 1 1•f If• !!• 11 .• 1 15.5 SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION #15 639.64 638.94 86.77 0.0081 15 5.8 3.9 22.1 18 +30.39 6 639.12 VDOT STD. IS -1 REQ'D 17 15 36.07 0.55% 632.60 638.84 638.50 62.05 0.0055 15 4.8 3.6 17.4 21 - • 1 ` 1® ® ®1 111 DI -313 CG -6 17 +94.31 638.40 637.88 93.79 0.0055 15 4.8 3.8 24.8 25 ►�- 10A 11• 1•• 11 i�l _-____-_--- 14 6.58 637.78 636.00 174.68 0.0102 15 6.5 4.9 35.6 38 633.76 VDOT STD. IS -1 REQ'D 13 15 88.72 7.77% 626.89 620.00 RCP3 633.80 633.15 40.09 0.0162 15 8.2 6.6 1 1 { • 1 1 SM • 1• DI -313 CG-6 15 +66.33 8 624.50 633.05 632.06 89.37 0.0111 15 - 6.8 Kim 14.8 7.8 20.3 21 38E 18 7.4 10 20 38C 18 631.96 630.80 195.59 0.0059 18 8.1 5.2 1 37.5 34 9 15 120.32 10.54% 608.68 596.00 RCP3 16.5 20 630.70 11! Itl It 18 12.1 7.4 15.4 34 20 37 DI -313 CG -6 13 +69.02 12 601.88 VDOT STD. IS -1 REQ)D j 623.50 618.50 58.12 0,0860 18 1 30.8 1 14.7 4.0 34 2.714 12.56 4.91 6 136 1 1 0.54 1 0.48 0.26 1 0.26 1 5.00 1 6.67 1 11,7 I I 1 1 1 1 1 1 1 1 1 20 1 1 1 1 1 1 1 1 632.28 1 632.06 1 40.01 1 0.0055 1 15 1 4.8 1 3.6 1 11.2 8B 1 1 0.39 0.45 0.18 0.18 5.00 6.67 1 38 1 - � -�- 634.62 634.04 1 40.05 1 0.0145 1 15 1 7.8 1 4.3 1 9.2 633.94 633.09 1170.86 1 0.0050 1 15 1 4.6 1 3.4 49.8 633.56 1 633.09 1 40.51 1 0.0116 1 15 1 7.0 1 4.2 1 9.8 DRAINAGE DESCRIPTIONS 639.96 639.74 1 40.95 0.0054 15 1 4.7 2.6 1 15.5 SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION #15 639.64 638.94 86.77 0.0081 15 5.8 3.9 22.1 18 +30.39 6 639.12 VDOT STD. IS -1 REQ'D 17 15 36.07 0.55% 632.60 638.84 638.50 62.05 0.0055 15 4.8 3.6 17.4 21 - • 1 ` 1® ® ®1 111 DI -313 CG -6 17 +94.31 638.40 637.88 93.79 0.0055 15 4.8 3.8 24.8 25 RCP3 10A -_ 6.61 • - _-____-_--- 14 6.58 637.78 636.00 174.68 0.0102 15 6.5 4.9 35.6 38 633.76 VDOT STD. IS -1 REQ'D 13 15 88.72 7.77% 626.89 620.00 RCP3 633.80 633.15 40.09 0.0162 15 8.2 6.6 6.1 >0 23 15 6.91 17.1 DI -313 CG-6 15 +66.33 8 624.50 633.05 632.06 89.37 0.0111 15 - 6.8 6.0 14.8 7.8 20.3 21 38E 18 7.4 10 20 38C 18 631.96 630.80 195.59 0.0059 18 8.1 5.2 1 37.5 34 9 15 120.32 10.54% 608.68 596.00 RCP3 16.5 20 630.70 629.20 113.48 0.0132 18 12.1 7.4 15.4 34 20 37 DI -313 CG -6 13 +69.02 12 601.88 VDOT STD. IS -1 REQ)D j 623.50 618.50 58.12 0,0860 18 1 30.8 1 14.7 4.0 34 2.714 12.56 4.91 6 13.32 584.90 575.40 143.0 1 615.28 612.00 45.98 0.0713 18 1 28.1 1 13.8 3.3 136 1 1 0.54 1 0.48 0.26 1 0.26 1 5.00 1 6.67 1 11,7 I I 1 1 1 1 1 1 1 1 1 20 1 1 1 1 1 1 1 1 632.28 1 632.06 1 40.01 1 0.0055 1 15 1 4.8 1 3.6 1 11.2 8B 1 1 0.39 0.45 0.18 0.18 5.00 6.67 1 38 1 - � -�- 634.62 634.04 1 40.05 1 0.0145 1 15 1 7.8 1 4.3 1 9.2 633.94 633.09 1170.86 1 0.0050 1 15 1 4.6 1 3.4 49.8 633.56 1 633.09 1 40.51 1 0.0116 1 15 1 7.0 1 4.2 1 9.8 DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION Easement Width Provided feet 17 NO. DIA. in. LENGTH'S ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 18 11 15 6.7 16.7 20 9 DI -313 CG -6 18 +30.39 6 639.12 VDOT STD. IS -1 REQ'D 17 15 36.07 0.55% 632.60 632.40 RCP3 20 3 18 7.5 18.5 20 16 - • 1 ` 1® ® ®1 111 DI -313 CG -6 17 +94.31 6 639.08 VDOT STD. IS -1 REQ'D 15 15 139.26 2.01% 632.30 629.50 RCP3 10A -_ 6.61 • - _-____-_--- 14 6.58 16.4 20 6A 15 6.54 DI -313 CG -6 16 +55.05 10 633.76 VDOT STD. IS -1 REQ'D 13 15 88.72 7.77% 626.89 620.00 RCP3 15 7.42 18.1 20 25 15 12 18.0 20 23 15 6.91 17.1 DI -313 CG-6 15 +66.33 8 624.50 VDOT STD. IS -1 REQ'D 11 15 76.96 10.14% 617.80 610.00 RCP3 8.4 20.3 21 38E 18 7.4 10 20 38C 18 5 13.5 20 DI -313 CG -6 14 +71.27 12 615.32 VDOT STD. IS -1 REQ'D 9 15 120.32 10.54% 608.68 596.00 RCP3 16.5 20 41 15 6.96 17.2 8 39 15 7.06 17.4 20 37 DI -313 CG -6 13 +69.02 12 601.88 VDOT STD. IS -1 REQ)D 7 15 67.18 3.27% 595.20 593.00 RCP3 36 0.50 ( 0.155 2.714 12.56 4.91 6 13.32 584.90 575.40 143.0 0.q1 flow DI -3B CG -6 13 +01.84 12 596.40 VDOT STD. IS -1 REQ'D 5 15 84.19 2.73% 589.60 587.30 RCP3 4.88 0.00 13.32 570.50 568.10 36.3 4 1.04 0.0661 24 58.14 14.88 0.04 DI -313 CG -6 12 +17.66 10 591.62 VDOT STD. IS -1 REQ'D 3 24 143.03 6.64% 584.90 575.40 RCP3 50.1 0.01 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 0.0659 24 58.09 2 0.06 m :z w Pipe run: 1413-14 2.0 1 0.0830 148 14 0.40 0.45 MH CG -6 10 +74.63 - 579.85 VDOT STD. IS -1 REQ'D 1 24 36.33 6.61% 570.50 568.10 RCP3 5.18 0.65 0.65 618.08 1 617.90 1 36.0 113 a > 0.0050 1 15 4.57 2.61 0.23 MH CG-6 10 +38.3 - 573.22 VDOT STD. IS -1 REQ'D 1A 24 50.05 6.59% 563.40 560.10 RCP3 1.12 609.07 1 608.78 36.0 0.(1 1.82 14B 15 5.80 3.60 0.17 6.47 Pipe run: 86-8 DI -313 CG -6 10 +36.06 10 633.86 VDOT STD. IS -1 REQ'D 14A 15 36.06 0.50% 627.17 626.99 RCP3 36.1 0.01 1 2.0 0.0050 1 15 4.56 12B 0.19 0.20 Pipe run: 66-6 1 0.116 0.75 66 DI -313 CG -6 10 +36.03 8 624.64 VDOT STD. IS-1 REQ'D 12A 15 36.03 0.50% 618.08 617.90 RCP3 0.0056 15 4.81 3.26 0.18 0.44 1013 0.44 0.0010 413 1 4 1 1.13 0.50 I DI -313 CG -6 10 +36.08 12 615.68 VDOT STD. IS -1 REQ'D 10A 15 1 36.02 0.81% 609.07 1 608.78 RCP3 4.85 1 4.08 0.21 0.0830 Pipe run: 34-OUT combined flow 813 34 32 0.10 0.90 0.090 0.090 DI -313 CG -6 10 +36.14 12 602.06 VDOT STD. IS -1 REQ'D 8A 15 36.14 0.50% 595.48 595.30 RCP3 0.26 1 0.29 32 30 0.30 0.45 613 0.225 5.26 6.58 0.89 1.48 639.64 DI -313 CG -6 10 +36.02 12 596.44 VDOT STD. IS -1 REQ'D 6A 15 36.02 0.56% 589.90 589.70 RCP3 0.85 0.043 0.268 5.63 6.47 0.27 46 638.84 638.50 62.1 0. 1 0.0055 DI -3C CG -6 10 +51.49 12 590.07 VDOT STD. IS -1 REQ'D 4A 15 51.49 0.56% 584.94 584.65 RCP3 0.44 2.15 638.40 637.88 93.8 0. 34 0.0055 15 4.81 3.78 0.41 0.1298 DI -3C CG -6 18 +04.82 4 646.01 VDOT STD. IS -1 REQ'D 33 15 40.95 0.54% 639.96 639.74 RCP3 0. 1 0.0102 1 15 6.52 4.91 32 0.0830 24 22 0.52 0.45 0.234 DI -3C CG -6 17 +63.87 4 646.06 VDOT STD. IS -1 REQ'D 31 15 86.77 0.81% 639.64 638.94 1 RCP3 6.59 0.10 0.00 22 20 0.33 30 0.188 0.818 7.03 6.06 1.14 4.96 DI -313 CG -6 16 +77.10 6 645.82 VDOT STD. IS -1 REQ'D 29 15 62.05 0.55% 638.84 638.50 RCP3 0.39 0.58 0.226 1.304 7.27 6.00 28 7.82 631.96 630.80 195.6 0.q1 0.86 DI -313 CG -6 16 +15.05 6 645.82 VDOT STD. IS -1 REQ'D 27 15 93.79 0.55% 638.40 637.88 RCP3 5.84 0.81 8.42 630.70 629.20 113.5 26 0.02d0 0.0132 18 12.08 7.37 0.26 DI -313 CG -6 15 +21.25 6 645.15 VDOT STD. IS -1 REQ'D 25 15 174.68 1.02% 637.78 636.00 RCP3 58.1 O. C1 0.46 0.0860 18 30.81 24 0.07 0.02(0 38D OUT 0.00 0.00 DI -313 CG -6 13 +46.95 10 640.12 VDOT STD. IS -1 REQ'D 23 15 40.09 1.62% 633.80 633.15 RCP3 28.06 13.77 0.06 0.58 Pipe run: 36-20 0.56 22 36 1 20 0.54 1 0.48 1 0.259 0.259 DI -313 CG -6 13 +06.86 10 640.06 VDOT STD. IS -1 REQ'D 21 15 89.37 1,11% 633.05 1 632.06 RCP3 1 ! !• Pipe run: 42 -20 t 1 i •� 20 1 0.33 0.46 0.152 0.152 5.00 6.67 DI -3C CG -6 12 +17.49 6 638.89 VDOT STD. IS -1 REQ'D 37 18 195.59 0.59% 631.96 630.80 RCP3 40 38 0.19 0.58 0.110 1 0.262 38 1 6.62 0.73 1 1.73 1 633.94 633.09 1 170.9 DI -313 CG -6 11 +95.59 6 640.01 VDOT STD. IS -1 REQ'D 38G 18 113.48 1.32% 630.70 629.20 RCP3 0.39 0.45 0.176 0.176 5.00 6.67 38F 1.17 633.56 633.09 40.5 0.(1 1 0.0200 MH CG -6 9 +08.42 - 640.01 VDOT STD. IS -1 REQ'D 38E 18 58.12 8.60% 623.50 618.50 RCP3 0.00 2.0 1 0.0830 4.1500 3.32 1 0.98 38D 0.1463 0.1634 1 4.65 1.29 1 1.00 0.28 MH CG -6 8 +50.30 - 621.97 VDOT STD. IS -1 REQ'D 38C 18 1 45.98 7.13% 615.28 1 612.00 RCP3 36 DI -3C CG -6 10 +40.01 6 638.89 VDOT STD. IS -1 REQ'D 35 15 40.01 0.55% 632.28 632.06 RCP3 42 DI -313 CG -6 13 +97.01 6 641.00 VDOT STD. IS -1 REQ'D 41 15 1 40.05 1.45% 634.62 1 634.04 RCP3 40 1 DI -313 CG -6 13 +56.96 6 641.00 VDOT STD. IS -1 REQ'D 39 15 170.86 0.50% 633.94 633.09 RCP3 3813 I DI -313 CG -6 10 +40.50 8 640.02 VDOT STD. IS -1 REQ'D 38A 15 40.51 1.16% 633.56 1 633.09 RCP3 Design t • • •• Prepared • Size inches Max Depth feet Easement Width Req'd feet Easement Width Provided feet 17 15 6.68 16.6 20 15 15 6.77 16.8 20 13 15 6.87 17.0 20 11 15 6.7 16.7 20 9 15 6.54 16.3 20 7 15 6.6 16.5 20 5 15 6.7 16.7 20 3 18 7.5 18.5 20 1 - • 1 ` 1® ® ®1 111 1 1 ®1 i f _-----_---_ 15 6.69 16.6 20 12A 15 6.56 16.4 20 10A -_ 6.61 • - _-____-_--- 15 6.58 16.4 20 6A 15 6.54 16.3 20 4A 1 11 �� 13.5 I l t 29 l i l t l 17.9 M-1 1 27 15 7.42 18.1 20 25 15 7.37 18.0 20 23 15 6.91 17.1 20 21 15 7.01 17.3 20 37 18 7.4 18.3 20 38G 18 8.4 20.3 21 38E 18 7.4 18.3 20 38C 18 5 13.5 20 33 15 6.32 15.9 20 31 15 6.42 16.1 20 35 15 6.61 16.5 20 41 15 6.96 17.2 20 39 15 7.06 17.4 20 37 15 6.97 17.2 20 38A 15 6.41 16.1 20 CULVERT 13+801 18 1 16.1 35.7 36 0.50 ( 0.155 2.714 12.56 4.91 0.76 13.32 584.90 575.40 143.0 0.q1 flow 0.0664 24 58.30 14.92 0.16 0.48 2 113 0.00 0.30 0.000 2.714 12.72 4.88 0.00 13.32 570.50 568.10 36.3 0.q1 1.04 0.0661 24 58.14 14.88 0.04 2.0 16 OUT 0.00 0.00 0.000 2.714 12.76 4.88 0.00 13.32 563.40 560.10 50.1 0.01 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 0.0659 24 58.09 14.86 0.06 m :z w Pipe run: 1413-14 2.0 1 0.0830 148 14 0.40 0.45 0.180 0.180 10.00 5.37 0.97 0.97 627.17 626.99 36.1 0. 1 0.0050 15 4.56 2.94 0.20 Pipe run: 12B -12 0.225 N 12B 12 0.28 0.45 I 0.126 0.126 1 11.00 1 5.18 0.65 0.65 618.08 1 617.90 1 36.0 0.Q1 a > 0.0050 1 15 4.57 2.61 0.23 0.50 Pipe run: 10B -10 1.85 0.01 1013 10 0.50 0.45 0.225 0.225 1 12.00 1 5.00 1.12 1.12 609.07 1 608.78 36.0 0.(1 1.82 0.0081 1 15 5.80 3.60 0.17 6.47 Pipe run: 86-8 0.0830 STIR 46 3C 12.0 813 8 0.58 0.45 1 0.261 1 0.261 11.00 1 5.18 1.35 1.35 595.48 1 595.30 1 36.1 0.01 1 2.0 0.0050 1 15 4.56 3.22 0.19 0.20 Pipe run: 66-6 1 0.116 0.75 66 6 0.47 0.50 0.235 0.235 11.00 5.18 1.22 1.22 589.90 589.70 36.0 0. 1 0.0056 15 4.81 3.26 0.18 0.44 Pipe run: 413-4 0.44 0.0010 413 1 4 1 1.13 0.50 I 0.565 0.565 12.00 1 5.00 2.82 2.82 584.94 584.65 1 51.5 0.01 1 0.0056 1 15 1 4.85 1 4.08 0.21 0.0830 Pipe run: 34-OUT combined flow 0.9 34 32 0.10 0.90 0.090 0.090 1 5.00 6.67 0.60 0.60 639.96 639.74 41.0 0.01 6.48 0.0054 15 4.73 2.64 0.26 1 0.29 32 30 0.30 0.45 0.135 0.225 5.26 6.58 0.89 1.48 639.64 638.94 86.8 0.Q1 2.0 0.0081 15 5.80 3.93 0.37 0.00 30 28 0.05 0.85 0.043 0.268 5.63 6.47 0.27 1.73 638.84 638.50 62.1 0. 1 0.0055 15 4.78 3.56 0.29 9.63 28 26 0.11 0.63 0.069 0.337 5.92 6.37 0.44 2.15 638.40 637.88 93.8 0. 1 0.0055 15 4.81 3.78 0.41 0.1298 26 24 0.09 0.66 0.059 0.396 6.33 6.26 0.37 2.48 637.78 636.00 174.7 0. 1 0.0102 1 15 6.52 4.91 0.59 0.0830 24 22 0.52 0.45 0.234 0.630 1 6.92 6.09 1.42 3.84 633.80 633.15 40.1 0. 1 0.0162 15 8.23 6.59 0.10 0.00 22 20 0.33 0.57 0.188 0.818 7.03 6.06 1.14 4.96 633.05 632.06 89.4 0, 1 0.0111 15 6.80 6.04 0.25 3B 20 38 0.39 0.58 0.226 1.304 7.27 6.00 1.36 7.82 631.96 630.80 195.6 0.q1 0.86 0.0059 18 8.09 5.21 0.63 1.00 38 38F 0.24 0.58 0.139 1.443 7.90 5.84 0.81 8.42 630.70 629.20 113.5 0.(1 0.02d0 0.0132 18 12.08 7.37 0.26 0.86 38F 38D 0.00 0.00 0.000 1.443 8.15 5.77 0.00 8.42 623.50 618.50 58.1 O. C1 0.46 0.0860 18 30.81 14.70 0.07 0.02(0 38D OUT 0.00 0.00 1 0.000 1 1.443 8.22 5.76 0.00 8.42 615.28 612.00 46.0 O.0 1 0.0713 1 18 28.06 13.77 0.06 0.58 Pipe run: 36-20 0.56 0.00 36 1 20 0.54 1 0.48 1 0.259 0.259 1 5.00 6.67 1.73 1 1.73 1 632.28 632.06 40.0 1 0.(1 1 0.0055 1 1 1 1 1 ! !• Pipe run: 42 -20 t 1 i •� • 1 0.33 0.46 0.152 0.152 5.00 6.67 1.01 1 1.01 1 634.62 634.04 40.1 1 0. 1 0.0145 15 7.77 4,34 0.15 2.0 40 38 0.19 0.58 0.110 1 0.262 5.15 1 6.62 0.73 1 1.73 1 633.94 633.09 1 170.9 1 O.0 1 0.0050 1 15 4.56 3.43 0.83 0.1634 Pipe run: 38B -38 1.29 1.00 38B 38 0.39 0.45 0.176 0.176 5.00 6.67 1.17 1.17 633.56 633.09 40.5 0.(1 1 0.0200 0.0116 15 6.96 4.15 0.16 1 0.99 3.5120 0.1463 0.1649 1 3.77 1.06 1.00 0.17 0.00 2.0 1 0.0830 4.1500 3.32 1 0.98 3.5120 0.1463 0.1634 1 4.65 1.29 1 1.00 0.28 0.00 - t 11 ! f 1 1 1 1 1 • i t - . ! • : • 1 ® ®t 111 1 1 1 • 1 1 ------_---- -_ 1 ' 1 i t 1 1 1 1 1! 1. • • • - 1 ! ' • ® 1 . ! 111 1 1 � 1 1 _-----_---_ -- -• "I • 1 ® f f 1 1 11 ® 1 1 _-----_---___ - _-__-_-_--_ 1 1 ©� 1! � l i l iii • 1 .' Pipe No. Size inches Max Depth feet Easement Width Req'd feet Easement Width Provided feet 17 15 6.68 16.6 20 15 15 6.77 16.8 20 13 15 6.87 17.0 20 11 15 6.7 16.7 20 9 15 6.54 16.3 20 7 15 6.6 16.5 20 5 15 6.7 16.7 20 3 18 7.5 18.5 20 1 18 7.2 17.9 20 1A 18 10 23.5 24 14A 15 6.69 16.6 20 12A 15 6.56 16.4 20 10A 15 6.61 16.5 20 8A 15 6.58 16.4 20 6A 15 6.54 16.3 20 4A 15 5.13 13.5 20 29 15 7.32 17.9 20 27 15 7.42 18.1 20 25 15 7.37 18.0 20 23 15 6.91 17.1 20 21 15 7.01 17.3 20 37 18 7.4 18.3 20 38G 18 8.4 20.3 21 38E 18 7.4 18.3 20 38C 18 5 13.5 20 33 15 6.32 15.9 20 31 15 6.42 16.1 20 35 15 6.61 16.5 20 41 15 6.96 17.2 20 39 15 7.06 17.4 20 37 15 6.97 17.2 20 38A 15 6.41 16.1 20 CULVERT 13+801 18 1 16.1 35.7 36 Table 8: Pipe Design Table 6.5 in /hr for capacity and depth) Manning Coefficient, n is 0.013 PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Curb and Gutter Hydrologry Pipe O L U) u� 2 ro Ca w is a cc 0 ¢ cc •N v C o 3 E 0 o = ca C m o U U H CJ Cl _ L_ Q w m °� c° W y a .. C N >j. C m E w `l > 3 E cq uC > LL Pipe run: 18-OUT a i N N O v 18 16 0.20 0.45 0.090 0.090 I 9.00 5.58 0.50 0.50 632.60 632.40 36.1 0.41 ? U O 0.0055 15 4.81 2.48 0.24 a > 16 14 0.18 0.45 0.081 0.171 11.00 5.18 0.42 0.89 632.30 629.50 139.3 0. 1 0.0201 15 9.16 4.59 0.51 0.50 14 12 0.31 0.45 0.140 0.491 11.51 5.09 0.71 2.50 626.89 620.00 88.7 0.41 ned flow 0.0777 15 18.00 10.28 0.14 0.58 1 12 10 0.21 0.45 0.095 0.711 11.65 5.06 0.48 3.60 617.80 610.00 77.0 0.q1 0.116 1 0.1014 15 20.57 12.52 0.10 2.0 10 8 0.31 0.45 0.140 1.076 12.17 4.97 0.69 5.35 608.68 596.00 120.3 0. 1 0.1054 15 20.97 14.19 0.14 1 2.0 8 6 0.33 0.75 0.248 1.584 12.31 4.95 1.23 7.84 595.20 593.00 67.2 0. 11 0.0327 15 11.69 10.16 0.11 coml 6 4 0.25 0.70 0.175 1.994 12.42 4.93 0.86 9.83 589.60 587.30 84.2 0.01 0.0830 0.0273 15 10.68 9.86 0.14 0.90 4 2 0.31 0.50 ( 0.155 2.714 12.56 4.91 0.76 13.32 584.90 575.40 143.0 0.q1 flow 0.0664 24 58.30 14.92 0.16 0.48 2 113 0.00 0.30 0.000 2.714 12.72 4.88 0.00 13.32 570.50 568.10 36.3 0.q1 1.04 0.0661 24 58.14 14.88 0.04 2.0 16 OUT 0.00 0.00 0.000 2.714 12.76 4.88 0.00 13.32 563.40 560.10 50.1 0.01 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 0.0659 24 58.09 14.86 0.06 m :z w Pipe run: 1413-14 2.0 1 0.0830 148 14 0.40 0.45 0.180 0.180 10.00 5.37 0.97 0.97 627.17 626.99 36.1 0. 1 0.0050 15 4.56 2.94 0.20 Pipe run: 12B -12 0.225 N 12B 12 0.28 0.45 I 0.126 0.126 1 11.00 1 5.18 0.65 0.65 618.08 1 617.90 1 36.0 0.Q1 a > 0.0050 1 15 4.57 2.61 0.23 0.50 Pipe run: 10B -10 1.85 0.01 1013 10 0.50 0.45 0.225 0.225 1 12.00 1 5.00 1.12 1.12 609.07 1 608.78 36.0 0.(1 1.82 0.0081 1 15 5.80 3.60 0.17 6.47 Pipe run: 86-8 0.0830 STIR 46 3C 12.0 813 8 0.58 0.45 1 0.261 1 0.261 11.00 1 5.18 1.35 1.35 595.48 1 595.30 1 36.1 0.01 1 2.0 0.0050 1 15 4.56 3.22 0.19 0.20 Pipe run: 66-6 1 0.116 0.75 66 6 0.47 0.50 0.235 0.235 11.00 5.18 1.22 1.22 589.90 589.70 36.0 0. 1 0.0056 15 4.81 3.26 0.18 0.44 Pipe run: 413-4 0.44 0.0010 413 1 4 1 1.13 0.50 I 0.565 0.565 12.00 1 5.00 2.82 2.82 584.94 584.65 1 51.5 0.01 1 0.0056 1 15 1 4.85 1 4.08 0.21 0.0830 Pipe run: 34-OUT combined flow 0.9 34 32 0.10 0.90 0.090 0.090 1 5.00 6.67 0.60 0.60 639.96 639.74 41.0 0.01 6.48 0.0054 15 4.73 2.64 0.26 1 0.29 32 30 0.30 0.45 0.135 0.225 5.26 6.58 0.89 1.48 639.64 638.94 86.8 0.Q1 2.0 0.0081 15 5.80 3.93 0.37 0.00 30 28 0.05 0.85 0.043 0.268 5.63 6.47 0.27 1.73 638.84 638.50 62.1 0. 1 0.0055 15 4.78 3.56 0.29 9.63 28 26 0.11 0.63 0.069 0.337 5.92 6.37 0.44 2.15 638.40 637.88 93.8 0. 1 0.0055 15 4.81 3.78 0.41 0.1298 26 24 0.09 0.66 0.059 0.396 6.33 6.26 0.37 2.48 637.78 636.00 174.7 0. 1 0.0102 1 15 6.52 4.91 0.59 0.0830 24 22 0.52 0.45 0.234 0.630 1 6.92 6.09 1.42 3.84 633.80 633.15 40.1 0. 1 0.0162 15 8.23 6.59 0.10 0.00 22 20 0.33 0.57 0.188 0.818 7.03 6.06 1.14 4.96 633.05 632.06 89.4 0, 1 0.0111 15 6.80 6.04 0.25 3B 20 38 0.39 0.58 0.226 1.304 7.27 6.00 1.36 7.82 631.96 630.80 195.6 0.q1 0.86 0.0059 18 8.09 5.21 0.63 1.00 38 38F 0.24 0.58 0.139 1.443 7.90 5.84 0.81 8.42 630.70 629.20 113.5 0.(1 0.02d0 0.0132 18 12.08 7.37 0.26 0.86 38F 38D 0.00 0.00 0.000 1.443 8.15 5.77 0.00 8.42 623.50 618.50 58.1 O. C1 0.46 0.0860 18 30.81 14.70 0.07 0.02(0 38D OUT 0.00 0.00 1 0.000 1 1.443 8.22 5.76 0.00 8.42 615.28 612.00 46.0 O.0 1 0.0713 1 18 28.06 13.77 0.06 0.58 Pipe run: 36-20 0.56 0.00 36 1 20 0.54 1 0.48 1 0.259 0.259 1 5.00 6.67 1.73 1 1.73 1 632.28 632.06 40.0 1 0.(1 1.00 0.0055 1 15 4.79 3.56 1 0.19 36 Pipe run: 42 -20 0.09 0.66 42 40 0.33 0.46 0.152 0.152 5.00 6.67 1.01 1 1.01 1 634.62 634.04 40.1 1 0. 1 0.0145 15 7.77 4,34 0.15 2.0 40 38 0.19 0.58 0.110 1 0.262 5.15 1 6.62 0.73 1 1.73 1 633.94 633.09 1 170.9 1 O.0 1 0.0050 1 15 4.56 3.43 0.83 0.1634 Pipe run: 38B -38 1.29 1.00 38B 38 0.39 0.45 0.176 0.176 5.00 6.67 1.17 1.17 633.56 633.09 40.5 0.(1 1 0.0200 0.0116 15 6.96 4.15 0.16 1 0.99 3.5120 0.1463 0.1649 1 3.77 1.06 1.00 0.17 0.00 2.0 1 0.0830 4.1500 3.32 1 0.98 3.5120 0.1463 0.1634 1 4.65 1.29 1 1.00 0.28 0.00 - Table 6: Sump Inlet Design Table 4 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Manning Coefficient, n is 0.013 and depth) Inlet Hydrology 3 Curb and Gutter Curb C O v Q v c CL O N � o � a U a i N N O v o L l6 m W 04 v N E :1 ? U U N co 0 0 o 0 N N U 0 0 3 v i6 3 _ U � w o ~ O ♦tE O ? U O l0 N a > <C U 0 c1 C v7. in cn cn i= N N N left 1. 0.57 1 0.50 0.285 1.14 0.00 1.14 1 0.0010 0.0600 1 2.0 1 0.0830 1 1.3833 5.43 1 0.61 right 0.56 1 0.50 0.280 1.12 0.00 1.12 0.0010 0.0600 2.0 0.0830 1.3833 5.39 0.61 10.0 STIR 48 3C 12.0 0.50 ned flow 2.3 0.00 1 0.62 left 1 0.19 1 0.58 1 0.110 0.44 0.00 0.44 0.0010 0.0200 2.0 1 0.0830 1 4.1500 1 7.55 0.69 right 0.20 1 0.58 1 0.116 1 0.46 0.00 0.46 0.0010 0.0200 2.0 0.0830 4.1500 7.70 0.69 0.0200 STIR 20 F 3C 6.0 2.0 '' flow 0.9 4.05 0.95 left 0.15 0.45 0.068 0.27 0.00 0.27 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 6.29 0.80 right 0.15 10.45 0.94 0.068 0.27 0.00 0.27 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 6.29 0.80 0.1463 STR 32 3C 4.0 coml ined flow 0.5 0.94 0.00 left 0.05 1 0.90 0.045 0.18 0.00 0.18 0.00107 0.0200 2.0 0.0830 4.1500 5.40 0.86 right 0.05 1 0.90 0.045 0.18 0.00 0.18 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 5.40 0.86 0.0830 STIR 34 3C 4.0 combined flow 0.4 0.45 0.261 left 0.27 1 0.48 0.130 0.52 1 0.00 0.52 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 8.03 0.68 right 0.27 10.48 10.130 1.04 0.52 0.00 0.52 0.0010 0.0200 2.0 0.0830 4.1500 8.03 0.68 0.00 STR 36 3C 6.0 1 0.1200 0.0280 1.0 1 2.0 * gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI -7) in open pavement areas will not have a curb sp�ead, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilities Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter 1.29 1 1.00 m :z w 0.00 2.0 1 0.0830 10B U N a (6 O O 0.50 0.45 0.225 N w N V t6 O N N w N '2 .� N L O2 U O" U > O C O U f6 2.0 0.0830 4.1500 J F ° m p c�i ° - m a) fl j 0.1463 - 11.44 a > ¢ U U CJ O C1 cd u1 cn cA (- 0.00 left 1 0.57 0.50 1 0.285 1.85 0.01 1.86 0.0010 1 0.0600 2.0 1 0.0830 1 1.3833 6.53 0.51 right 1 0.56 0.50 1 0.280 1.82 1 0.00 1.82 0.0010 1 0.0600 1 2.0 1 0.0830 1 1.3833 6.47 1 a51 0.0830 STIR 46 3C 12.0 combined flow 3.7 0.28 0.45 left 0.19 0.58 1 0.110 0.72 0.00 0.72 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 9.06 0.61 right 0.20 0.58 1 0.116 0.75 0.00 035 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 9.24 0.61 0.56 SIR 20 3C 6.0 combined Row 1.5 0.0200 10B left 1 0.15 0.45 0.068 0.44 0.00 0.44 0.0010 0.0200 1 2.0 1 0.0830 4.1500 7.54 0.72 right 0.15 0.45 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0830 4.1500 7.54 0.72 0.0830 STIR 32 3C 4.0 combined flow 0.9 3.5120 0.1463 left 1 0.05 0.90 0.045 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0830 4.1500 6.48 0.78 rightT 0.05 0.90 0.045 1 0.29 1 0.00 0.29 0.0010 0.0200 2.0 0.0830 4.1500 6.48 0.78 4.16 STIR 34 3C 7 4.0 combined flow 0.6 0.00 2.0 left 0.27 0.48 1 0.130 0.84 0.00 0.84 0.0010 0.0200 2.0 0.0830 4.1500 9.63 0.59 right 0.27 0.48 1 0.130 0.84 0.00 0.84 0.0010 0.0200 2.0 0.0830 4.1500 9.63 0.59 20 STIR 36 3C 1 6.0 combined flow 1.7 0.58 gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilities 0.16 1 0.345 1 2.64 0.12 1 0.259 1 5.94 0.10 1 0.215 1 4.92 0.08 1 0.164 1 3.76 0.13 1 0.284 1 6.51 Inlet Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 LQ 3 Hydrology Curb C O L6 c CL O N � @ � O N a i v o .c a o L l6 m W 04 v N o m 0.16 1 0.345 1 2.64 0.12 1 0.259 1 5.94 0.10 1 0.215 1 4.92 0.08 1 0.164 1 3.76 0.13 1 0.284 1 6.51 0.22 1 0.478 1 3.65 0.16 1 0.358 1 8.21 0.14 1 0.297 1 6.80 0.10 1 0.227 1 5.19 0.18 1 0.393 1 9.00 f6 ,T 0 SCOT R. COLLINS'Z tU No. 35791 2� Y z O a U V) w 0 z O llH^^ vl W cd W cc LAJ ce Q n U3 a INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Inlet Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 LQ 3 Hydrology Curb C O U N CL O N o o 75 w= >Z � N a 2 0 °- v o .c a o - 0.22 1 0.478 1 3.65 0.16 1 0.358 1 8.21 0.14 1 0.297 1 6.80 0.10 1 0.227 1 5.19 0.18 1 0.393 1 9.00 f6 ,T 0 SCOT R. COLLINS'Z tU No. 35791 2� Y z O a U V) w 0 z O llH^^ vl W cd W cc LAJ ce Q n U3 a INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 (�ntensity is 4 in /hr for spread, and 6.5 in /hr for capacity Inlet Hydrology Curb and Gutter Inlet Inlet Hydrology Curb and Gutter Inlet OR o m U O O ••-• N N U ' 2 N N N CV O 0 2 co a o N 0 l C x ° B o 0 o 0 16 3 w CO m O i6 c `T 6 o 8 0) C x o > Y Cr co ° o O C 0) m E a >> a 0 a 0 o W in 3 cn U Lu can Cl) Lu a 0 4 36 10.0 0.31 0.50 0.155 1 0.62 0.00 1 0.62 0.0600 0.0200 co in 2.0 0.0830 4.1500 3.98 0.96 3.5120 0.1463 0.1605 8.00 1.25 1.00 0.62 0.00 2.0 1 0.0830 6 3B 12.0 0.25 0.70 0.175 0.70 0.00 0.70 0.0700 0.0200 - 2.0 0.0830 4.1500 4.05 0.95 3.5120 0.1463 0.1590 8.86 1.35 1.00 0.70 1 0.00 2.0 0.0830 6B 38 12.0 0.47 0.50 0.235 0.94 0.00 0.94 0.0700 0.02d0 - 2.0 0.0830 4.1500 4.52 0.96 3.5120 0.1463 0.1605 9.97 1.20 1.00 0.94 0.00 2.0 0.0830 8 36 12.0 0.33 0.75 0.248 0.99 0.00 0.99 0.0900 0.02 0 2.0 0.0830 4.1500 4.40 0.92 1 3.5120 0.1463 0.1546 11.24 1.07 1.00 0.99 0.00 2.0 0.0830 8B 3B 12.0 0.58 0.45 0.261 1.04 0.00 1.04 0.0900 0.0200 6 2.0 0.0830 4.1500 4.49 0.97 3.5120 0.1463 0.1619 11.18 1.07 1.00 1.04 0.00 2.0 0.0830 10 313 12.0 0.31 0.45 0.140 0.56 0.00 0.56 0.1200 0.0280 6B 1 2.0 0.0830 4.1500 3.36 0.98 3.5120 1 0.1463 0.1634 9.32 1.29 1 1.00 0.56 0.00 2.0 1 0.0830 10B 38 12.0 0.50 0.45 0.225 0.90 0.01 0.91 0.1200 0.0280 - 2.0 0.0830 4.1500 4.04 0.98 3.5120 0.1463 0.1634 11.44 1.05 1.00 0.91 0.00 2.0 1 0.0830 12 313 8.0 0.21 0.45 0.095 0.38 0.00 0.38 0.1200 0.02170 8B 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 7.87 1.02 1.00 0.38 0.00 2.0 0.0830 12B 313 8.0 0.28 0.45 0.126 0.50 0.00 0.50 0.1200 0.0200 10 2.0 0.0830 4.1500 324 0.99 3.5120 0.1463 0.1649 8.88 0.90 0.98 0.50 0.01 10B 0.0830 14 3E 10.0 0.31 0.45 0.140 0.56 0.00 0.56 0.1200 0.0200 10B 2.0 0.0830 4.1500 3.36 0.98 3.5120 0.1463 0.1634 9.32 1.07 1.00 0.56 0.00 2.0 0.0830 14B 36 10.0 0.40 0.45 0.180 0.72 0.00 0.72 0.1200 0.02d0 12 2.0 0.0830 4.1500 3.70 0.98 3.5120 0.1463 0.1634 10.37 0.96 1 1.00 0.72 0.00 2.0 0.0830 16 313 6.0 0.18 0.45 0.081 0.32 0.00 0.32 0.0166 0.0280 12B 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 4.16 1.44 1.00 0.32 0.00 2.0 0.0830 18 38 6.0 0.20 0.45 0.090 0.36 0.00 0.36 0.0166 0.0200 - 2.0 0.0830 4.1500 1 4.13 0.95 3.5120 0.1463 0.1590 4.35 1.38 1.00 1 0.36 0.00 - 0.0830 20 3B 6.0 0.39 0.58 0.226 0.90 0.00 0.90 0.0054 0.0200 - 2.0 0.0830 4.1500 7.21 0.75 3.5120 0.1463 0.1298 5.17 1.16 1.00 0.90 0.00 2.0 0.0830 386 313 6.0 0.39 0.45 0.176 0.70 0.00 0.70 0.0061 0.020,0 - 2.0 0.0830 4.1500 6.41 0.78 3.5120 0.1463 0.1341 4.72 1.27 1.00 0.70 0.00 2.0 0.0830 22 313 8.0 0.33 1 0.57 0.188 1 0.75 0.00 0.75 0.0270 0.0200 - 2.0 0.0830 4.1500 4.98 0.88 3.5120 0.1463 0.1488 7.14 1.12 1.00 0.75 0.00 2.0 1 0.0830 24 3B 8.0 0.52 1 0.45 0.234 0.94 0.00 0.94 0.0270 0.0200 - 1 2.0 0.0830 4.1500 5.40 0.86 3.5120 0.1463 0.1458 7.92 1.01 1.00 0.94 0.00 - 0.0830 40 313 4.0 0.19 0.58 0.110 0.44 0.00 0.44 0.0061 0.02d0 - 2.0 0.0830 4.1500 5.38 0.86 3.5120 0.1463 0.1458 3.70 1 1.08 1 1.00 0.44 0.00 2.0 0.0830 42 313 6.0 0.33 0.46 0.152 0.61 0.00 1 0.61 0.0061 0.02(0 - 2.0 0.0830 4.1500 6.07 0.81 3.5120 0.1463 0.1385 4.36 1.38 1.00 0.61 0.00 2.0 0.0830 38 313 6.0 0.24 0.58 0.139 0.56 0.00 0.56 0.0061 0.0200 - 2.0 0.0830 4.1500 5.87 0.83 3.5120 0.1463 0.1415 4.15 1.45 1.00 0.56 0.00 - 0.0830 26 36 4.0 0.09 0.66 0.059 0.24 0.00 0.24 0.0200 0.02 0 2.0 0.0830 4.1500 3.42 0.97 3.5120 0.1463 0.1619 3.82 1.05 1.00 0.24 0.00 2.0 0.0830 28 3B 1 6.0 0.11 1 0.63 0.069 0.28 0.00 0.28 0.0316 1 0.02 C j 2.0 0.0830 4.1500 1 3.32 00.98 3.5120 00.1463 0.1634 4.65 1.29 1.00 0.28 00.00 2.0 0.0830 30 313 1 4.0 1 0.05 1 0.85 0.043 0.17 0.00 0.17 0.0316 1 0.0200 - 2.0 0.0830 4.1500 1 2.77 1 0.99 3.5120 0.1463 0.1649 1 3.77 1.06 1.00 0.17 0.00 2.0 1 0.0830 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (�ntensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet OR 1 0 75 N 0 O ti 0 W _- o °' ,, o L u) U ° CO W 2 > = o v (D O 0 o 16 ° � c °- 3 m o a a? C U) @ K a) 3 > Y cn a C0 ° o = O w T O U .. x o Co m N ,... � II ° m (I J C U �' E .0 a > ¢ U C) CJ C vi Un ie U) U) r= uj co in U) =, -j ui Ci v 4 313 1 10.0 0.31 0.50 0.155 1.01 0.00 1.01 0.0600 0.02)0 1 2.0 1 0.0830 4.1500 4.78 0.92 3.5120 0.1463 0.1546 10.02 1.00 1.00 1.01 0.00 - 6 3B 12.0 0.25 0.70 0.175 1.14 0.06 1.20 0.0700 0.02)0 2.0 0.0830 4.1500 4.95 0.89 3.5120 0.1463 0.1502 11.49 1.04 1.00 1.20 0.00 - 6B 3B 12.0 0.47 0.50 0.235 1.53 0.06 1.59 0.0700 0.02)0 2.0 0.0830 4.1500 5.51 0.91 3.5120 0.1463 0.1532 12.78 0.94 0.99 1.58 0.01 4 8 313 12.0 0.33 0.75 0.248 1.61 0.00 1.61 0.0900 0.02)0 2.0 0.0830 4.1500 5.28 0.86 3.5120 0.1463 0.1458 14.27 0.84 0.96 1.55 0.06 6 88 3B 12.0 0.58 0.45 0.261 1 1.70 0.07 1.77 0.0900 0.0210 2.0 0.0830 4.1500 5.47 0.93 3.5120 0.1463 0.1561 1 14.25 0.84 0.96 1.70 0.06 6B 10 313 1 12.0 0.31 0.45 0.140 0.91 0.03 0.94 0.1200 0. 02 0 2.0 1 0.0830 4.1500 4.08 0.96 3.5120 0.1463 0.1605 11.71 1.03 1.00 0.94 0.00 - 10B 3B 12.0 0.50 0.45 0.225 1.46 0.10 1.56 0.1200 0.02)0 2.0 1 0.0830 4.1500 4.95 0.96 3.5120 0.1463 TO.1605 14.51 0.83 0.96 1.50 0.07 8B 12 3B 8.0 0.21 0.45 0.095 0.61 0.03 0.64 0.1200 0.02)0 2.0 0.0830 4.1500 3.55 0.98 3.5120 0.1463 10.1634 9.90 0.81 0.95 0.61 0.03 10 12B 3B 8.0 0.28 0.45 0.126 0.82 0.08 0.90 0.1200 0.02)0 2.0 0.0830 4.1500 4.02 0.98 3.5120 0.1463 0.1634 11.38 0.70 0.89 0.80 0.10 10B 14 36 10.0 0.31 0.45 0.140 0.91 0.00 0.91 0.1200 0.0230 2.0 0.0830 4.1500 4.03 0.95 3.5120 0.1463 10.1590 11.61 0.86 0.97 0.88 0.03 12 14B 3B 10.0 0.40 0.45 0.180 1.17 0.00 1.17 0.1200 0.02 PO 1 2.0 0.0830 4.1500 4.44 1 0.95 3.5120 0.1463 10.1590 12.92 0.77 0.93 1.09 0.08 12B 16 313 6.0 0.18 0.45 0.081 0.53 0.00 0.53 0.0166 0.02)0 2.0 0.0830 4.1500 4.77 0.90 3.5120 0.1463 0.1517 5.25 1.14 1.00 0.53 0.00 - 18 313 6.0 0.20 0.45 0.090 0.59 0.00 0.59 0.0166 0,02)0 2.0 0.0830 4.1500 4.96 0.88 3.5120 0.1463 0.1488 5.55 1.08 1.00 0.59 0.00 - 20 3B 6.0 0.39 0.58 0.226 1.47 0.01 1.48 1 0.0054 0.02)0 2.0 0.0830 4.1500 8.67 0.68 3.5120 0.1463 0.1195 6.68 0.90 0.98 1.46 0.02 - 38B 3B 8.0 0.39 0.45 0.176 1.14 0.00 1.14 0.0061 0.02)0 2.0 0.0830 4.1500 7.69 0.69 3.5120 0.1463 0.1210 6.16 1.30 1.00 1.14 0.00 - 22 313 10.0 0.33 0.57 0.188 1.22 0.00 1.22 0.0270 0.02 0 2.0 1 0.0830 4.1500 5.97 1 0.83 3.5120 0.1463 0.1415 9.03 1.11 1.00 1.22 0.00 - 24 3B 10.0 0.52 0.45 0.234 1.52 0.00 1.52 0.0270 0.02 0 2.0 0.0830 4.1500 6.48 0.78 3.5120 0.1463 0.1341 10.21 0.98 1.00 1.52 0.00 - 40 3B 6.0 0.19 0.58 0.110 0.72 0.00 0.72 0.0061 0.02 0 2.0 0.0830 4.1500 6.46 0.78 3.5120 0.1463 0.1341 4.76 1.26 1.00 0.72 0.00 - 42 3B 6.0 0.33 0.46 0.152 0.99 0.00 0.99 0.0061 0.02 0 2.0 0.0830 4.1500 7.28 0.73 3.5120 0.1463 0.1268 5.64 1.06 1.00 0.99 0.00 - 38 3B 6.0 0.24 0.58 0.139 0.90 0.00 0.90 0.0061 0.02 0 2.0 0.0830 4.1500 7.05 0.73 3.5120 0.1463 0.1268 5.44 1.10 1.00 0.90 0.00 - 26 313 6.0 0.09 0.66 11 0.059 0.39 1 0.00 0.39 0.0200 0.02 0 2.0 0.0830 4.1500 4.10 1 0.95 3.5120 0.1463 0.1590 4.74 1.27 1.00 0.39 0.00 - 28 3B 6.0 0.11 j 0.63 1 0.069 0.45 0.00 0.45 0.0316 0.02 0 2.0 0.0830 4.1500 3.99 0.96 3.5120 0.1463 0.1605. 5.77 1.04 1.00 0.45 0.00 - 30 3B 1 6.0 0.05 1 0.85 1 0.043 0.28 0.00 0.28 1 0.0316 0.0200 2.0 1 0.0830 4.1500 3.32 1 0.98 3.5120 0.1463 0.1634 1 4.65 1.29 1 1.00 0.28 0.00 - Z ONAL w w O O O ( U Q ¢ O U O t�Jl w > O Q z D - � O " w w a a. 0 LU U) Uj C� M M M W 00 O 1-i N LLn N AV M cyi 0) N 111011 LU0) O N W J J W 0 AV Z V Lij f VJ W Uj V/ W I.L 0 0 C 0 CV u e: ° 0 a T C D CL`Aj 0 v a o 0 V) o6 oz D Ld -Cw �w z 1-! ® z (� a w ��W 1 �� .ova Q- J C J O o 0 0 0 a. ° 0 C 0 0 m Lj a s ) < C o U U N C 0 a; 0 H W a L -00- W x Z D C`1 � 0 a 3 Vl z� cr, W W tea+ z z w U V) _ Z � J C J O U u v o T� ~` o a o ° 0 J? a � v 0 O U � L C C W o J 0� Uj E O °_ 0 0 JOB NO. 0 a 112066 a� � o �> SCALE ° 0 -0 N/A o CO ': C 0 a SHEET NO. a o 22 a) 0 � 3 right CG-6 11 +25.66 8 622.9 VDOTSTD. IS -1 REQ'D 65 24 125.6 1.03% 612.60 611.30 RCP3 72B DI -3B CG -6 10 +36.31 6 637.5 VDOTSTD. IS -1 REQ'D 72A 15 36.31 0.55% 631.00 630.80 RCP3 70B DI -3B CG -6 10 +36.01 8 633.6 VDOTSTD. IS -1 REQ'D 70A 15 36.0 0.56% 627.10 626.90 RCP3 78F � Di -3B CG -6 12 +56.28 6 633.9 VDOTSTD. IS -1 REQ'D 78E 15 68.3p 3.51% 629.00 626.6Q RCP3 78D DI -3B CG -6 11 +87.91 14 632.i�2 VDOTSTD. IS -1 REQ'D 78C 15 36.0 1.11 % 626.50 626.10 RCP3 78B I Di -3B CG -6 11 +51.90 12 632.9 VDOTSTD. IS -1 REQ'D 78A 15 65.7j1 2.28% 626.00 624.50 RCP3 78 DI -3C CG -6 10 +86.19 6 631.82 VDOTSTD. IS -1 REQ'D 77 15 86.1;9 1.28% 624.40 623.30 RCP3 80 DI -3C CG -6 10 +36.09 8 631.82 VDOTSTD. IS -1 REQ'D 79 15 36.0,9 0.83% 624.80 624.50 RCP3 96 i DI -3B CG-6 16 +45.32 8 639.13 VDOTSTD. IS -1 REQ'D 95 15 36.0 0.55% 632.30 632.10 RCP3 94 � DI -3B CG -6 16 +09.26 6 639.10 VDOTSTD. IS -1 REQ'D 93 15 78.8 0.63% 632.00 631.50 RCP3 92 DI -3B CG -6 15 +30.43 6 636.30 VDOTSTD. IS -1 REQ'D 91 15 85.9 I i .40 °l0 629.20 628.00 RCP3 i 90 DI -3B CG -6 14 +44.52 6 631.6 VDOTSTD. IS -1 REQ'D 89 15 113.74 2.90% 624.30 621.00 RCP3 88 DI -3B CG -6 13 +30.78 6 623.7j0 VDOTSTD. IS -1 REQ'D 87 15 151.09 0.66% 617.40 616.40 RCP3 86 DI -3C CG -6 11 +79.10 6 620.4 VDOTSTD. IS -1 REQ'D 85 15 36.09 0.83% 614.10 613.80 RCP3 84 DI -3C CG-6 11 +43.Q1 6 620.4 VDOTSTD. IS -1 REQ'D 83 18 106.98 0.65 °l0 613.70 613.00 RCP3 82 DI -3B CG -6 10 +36.03 12 622. ;5 VDOTSTD. IS -1 REQ'D 81 24 36.0 0.56 °l0 612.90 612.70 RCP3 92B DI -36 CG -6 10 +36.05 8 636.6 VDOTSTD. IS -1 REQ'D 92A 15 36.0 0.69% 629.55 629.30 RCP3 90B DI -3B CG -6 10 +36.16 8 631.E 1 VDOTSTD. IS -1 REQ'D 90A 15 36.1 0.55% 624.60 624.40 RCP3 88B DI -3B CG -6 10 +36.23 8 623.5 VDOTSTD. IS -1 REQ'D $8A 15 36.2 0.55% 617.70 617.50 RCP3 74D DI -3B CG -6 11 +36.57 6 641.10 VDOTSTD. IS -1 REQ'D 74C 15 50.0 1.00% 636.8Q 636.30 RCP3 74B DI -3B CG -6 10 +88.48 8 641.10 VDOTSTD. IS -1 REQ'D 74A 15 86.4 2.78% 636.20 633.80 RCP3 STRUCTURE DRAINAGE INLET TYPE AREA PERIMETER A C I Q D FLOW TYPE (FTC (FT) (ACRES) (IN/HR) {CFS) (IN) 98 DI -7 TYPE III GRATE 0.90 6.42 0.47 0.45 1.50 0.32 0.8 WEIR FLOW 98 DI -7 TYPE III GRATE 0.90 6.42 0.47 0.45 2.10 0.44 1.0 WEIR FLOW • • 1 : • ' : ®�� 1 111 ! 1 1 • 1 i ------_--��_ -_ CU E 16 • __-��___-_--- i 11 0Q ! i 1 m 1 11� 1 1 • 1 1 ••• I MOM • 1 • 1 ® 1 . 1 111 ®� 1 { _-----_--��___ ce Lu PIPE DESIGN n = O.Q13 for RCP n = 0.01 for HDPE Pipe Hydrology PI e d � U w '� � y- O U •�-'' w `� O U -co .�. N 1= _ U C ro 2 of ° a = v U � m o m � cn w C3 al 1� Pipe run: 76-OUT 76 74 0.41 0.60 0.246 0.246 5.00 6.67 1.64 1.64 631.20 631.00 36.0 0.01 0.0056 15 4.81 3.54 0.17 74 72 0.49 0.60 0.294 0.708 5.55 6.49 1.91 4.59 630.90 629.60 249.5 0.01 0.0052 15 4.66 4.33 0.96 72 70 0.10 0.75 0.075 0.881 6.52 6.20 0.47 5.46 629.50 626.90 96.6 0.01 0.0269 15 10.60 8.64 0.19 70 68 0.16 0.75 0.120 1.120 6.70 6.15 0.74 6.89 626.80 623.20 98.3 0.01 0.0366 15 12.36 10.32 0.16 68 66 0.03 0.82 0.025 2.136 6.86 6.11 0.15 13.04 622.80 619.00 145.1 0.01 0.0262 18 17.00 10.58 0.23 66 OUT 0.12 0.82 0.098 3.545 7.19 6.02 0.59 21.33 612.60 611.30 125.7 0.01 0.0103 24 23.01 8.32 0.25 Pipe run: 728 -72 72B 72 0.14 0.70 0.098 0.098 5.00 6.67 0.65 0.65 631.00 630.80 36.3 0.01 0.0055 15 4.79 2.67 0.23 Pipe run: 70B -70 70B 70 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 627.10 626.90 36.0 0.01 0.0056 15 4.81 2.87 0.21 Pipe run: 78F�8 78F 78D 0.44 0.55 0.242 0.242 5.00 6.67 1.61 1.61 629.00 626.60 68.4 0.01 0.0351 15 12.10 6.75 0.17 78D 78B 0.42 0.70 0.294 0.536 5.17 6.61 1.94 3.54 626.50 626.10 36.0 0.01 0.0111 15 6.81 5.59 0.11 78B 78 0.39 0.70 0.273 0.809 5.28 6.58 1.80 5.32 626.00 624.50 65.7 0.01 0.0228 15 9.76 8.08 0.14 78 68 0.26 0.70 0.182 0.991 5.41 6.54 1.19 6.48 624.40 623.30 86.2 0.01 0.0128 15 7.30 6.71 0.21 Pipe run: 80 -78 80 78 0.58 0.60 0.348 0.348 5.00 6.67 2.32 2.32 624.80 624.50 36.1 0.01 0.0083 15 5.89 4.48 0.13 Pipe run: 96 -66 96 94 0.17 0.75 0.128 0.128 5.00 6.67 0.85 0.85 632.30 632.10 36.1 0.01 0.0055 15 4.81 2.93 0.21 94 92 0.12 0.80 0.096 0.224 5.21 6.60 0.63 1.48 632.00 631.50 78.8 0.01 0.0063 15 5.14 3.59 0.37 92 90 0.05 0.82 0.041 0.342 5.57 6.48 0.27 2.21 629.20 628.00 85.9 0.01 0.0140 15 7.63 5.32 0.27 90 88 0.05 0.82 0.041 0.474 5.84 6.40 0.26 3.03 624.30 621.00 113.7 0.01 0.0290 15 11.00 7.56 0.25 88 86 0.08 0.82 0.066 0.658 6.09 6.32 0.41 4.16 617.40 616.40 151.7 0.01 0.0066 15 5.24 4.74 0.53 86 84 0.19 0.82 0.156 0.814 6.63 6.17 0.96 5.02 614.10 613.80 36.1 0.01 0.0083 15 5.89 5, 39 0.11 84 82 0.31 0.70 0.217 1.031 6.74 6.14 1.33 6.33 613.70 613.00 107.0 0.01 0.0065 18 8.50 5.26 0.34 82 66 0.40 0.70 0.280 1.311 7.08 6.05 1.69 7.93 612.90 612.70 36.0 0.01 0.0056 24 16.85 5.27 0.11 Pipe run: 92B -92 92B 92 0.11 0.70 0.077 0.077 5.00 6.67 0.51 0.51 629.55 629.30 36.1 0.01 0.0069 15 5.38 2.70 0.22 Pipe run: 90B -90 906 90 0.13 0.70 0.091 0.091 5.00 6.67 0.61 0.61 624.60 624.40 36.2 0.01 0.0055 15 4.80 2.61 0.23 mom =I Pipe run: 888 -88 886 88 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 617.70 617.50 36.2 0.01 0.0055 15 4.80 2.86 0.21 Pipe run: 74D -74 74D 746 0.10 0.60 0.060 0.060 5.00 6.67 0.40 0.40 636.80 636.30 50.1 0.01 0.0100 15 6.45 2.83 0.30 748 74 0.18 0.60 0.108 0.168 5.30 6.57 0.71 1.10 636.20 633.80 86.5 0.01 0.0278 15 10.76 5.55 0.26 INLETS {N SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL w y O c _ � m a o r+ •o 'c � � m n. � ro t � o Q rn ro o � 3 •� o a o o � ° ts6 O iD J � o ca •° o � � p � � m a a °> d C'J v� . co � can cn w° •o -a I= � left 0.20 0.60 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.21 0.60 0.126 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.94 0.68 STR 76 3C 6.0 combined flow 1.0 0.13 0.274 6.28 left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0830 4.1500 8.35 0.68 right 0.25 0.60 0.150 0.60 0.00 0.60 0.0010 0.0200 2.0 0.0830 4.1500 8.48 0.68 STR 74 3C 6.0 combined flow 1.2 0.14 0.309 7.08 left 0.12 0.70 0.084 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 6.82 0.68 right 0.13 0.70 0.091 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.03 0.67 STR 78 3C 6.0 combined flow 0.7 0.10 0.219 5.01 left 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 right 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 STR 80 3C 8.0 combined flow 1.4 0.14 0.305 6.98 left 0.09 0.82 0.074 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0830 4.1500 6.50 0.78 right 0.10 0.82 0.082 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0830 4.1500 6.76 0.78 STR 86 3C 6.0 combined flow 0.6 0.09 0.202 4.64 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.72 right 0.15 0.70 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 STR 84 3C 6.0 combined flow, 0.9 0.12 0.252 5.78 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.5G (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) N " Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in c fl- .--. � Y o iu v ro w w v � � v N -� N d N w rn N D _^ O N N � @ ro N � -a ro O ro � � � x � p � v N i ro -' a > � ¢ U U C1 C3 C3 u) � cn � � can F�; w -o a 1•= o: left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0830 4.1500 9.36) 0.59 right 0.21 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0830 4.1500 9.53 0.59 STR 76 3C 6:0 combined flow 1.6 0.17 0.379 8.69 left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0830 4.1500 10.02 0.59 right 0.25 0.60 0.150 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0830 4.1500 10.17 0.59 STR 74 3C 6.0 combined flow 1.9 0.20 0.427 9.78 left 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0830 4.1500 8.18 0.65 right 0.13 0.70 0.091 0.59 0.00 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.43 0.65 STR 78 3C 6.0 combined flow 1.1 0.14 0.302 6.92 left 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.75 0.55 right 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.751 0.55 STR 80 3C 8.0 combined flow 2.3 0.19 0.421 9.65 left 0.09 0.82 0.074 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.10 0.82 0.082 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.69 STR 86 3C 6.0 combined flow 1.0 0.13 0.280 6.41 left 0.16 0.70 0.112 0.73 0.01 0.74 0.0010 0.0200 2.0 0.0830 4.1500 9.16 0.61 right 0.15 0.70 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.61 STR 84 3C 6.0 combined flow 1.4 0.16 0.350 8.03 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 j DRAINAGE DESCRIPTIONS STR. P PIPE INFORMATION I INLET INFORMATION NO. D DIA. L LENG S SLOPE I INVERT I INVERT M MATERIAL I INLET C Curb I INLET S SLOT R RIM C COMMENTS 76 D DI -3C C CG -6 1 17 +51.15 6 6 6 637.6 V VDOTSTD. IS -1 REQ'D 75 1 15 3 36.0 Q Q.56% 6 631.20 6 631.00 R RCP3 0 Design Storm Year = 10 DI -3C C CG -6 1 17 +15.12 6 6 6 637. 6 6 V VDOT STD. IS -1 REQ'D 74 15 2 249.0 0 0.52% 6 630.90 6 629.60 R RCP3 631.20 631.00 36.03 0.0056 15 4.8 3.5 10.2 74 0.49 0.60 0.29 0.71 5.55 6.49 4.6 14 +65.62 6 6 6 637.5 V VDOTSTD. IS -1 REQ'D 71 1 15 9 96.61 2 72 629.50 6 626.90 R RCP3 POINT DOWNSTREAM DRAM RUNOFF CA INLET.' RAN RUNOFF AIVERT LENGTH SLOPE DtA CAP VEL 0.75 0.08 0.88 6.52 6.20 5.5 VDOTSTD. IS -1 REQ'D 69 1 15 9 98.3Q 3 3.66% 6 626.80 6 623.20 R RCP3 70 68 D 629.50 626.90 96.61 0.0269 15 10.6 8.6 11.2 70 12 +70.70 6 0.16 0.75 0.12 1.12 6.70 6.15 6.9 2.62% 6 622.80 6 619.00 R RCP3 68 66 D A- FLOW 623.20 Design Year: 10 15 Project: 10.3 Westlake - Foothills Phase H Job #: # # # ## 0.03 krepared by: KKW 2.14 6.86 6.11 13.0 66 622.80 619.00 145.05 0.0262 18 17.0 10.6 13.7 0.12 0.82 STRUCTURE AREA COEFF. INCA ACCUM TIME FALL Q ELEVATIONS CITY TIME OUT 612.60 611.30 125.66 0.0103 24 23.0 8.3 15.1 0 SCOTT R. COLLINS Z ACRES C Mdt MN C.F.S. UPPER LOWER FEET FT. /FT. INCHES C.F.S. F.P.S. SEC MEEN 0.10 0.10 5.00 6.67 0.7 72 631.00 630.80 36.31 0.0055 15 4.8 2.7 13.6 No. 35791 2� ME-EEE EMEME 70B 0.17 0.70 0.12 0.12 5.00 6.67 0.8 70 627.10 626.90 36.01 0.0056 �O� 4.8 2.9 12.5 76 0.41 0.60 0.25 0.25 5.00 b.b7 1.6 78F 0.44 0.55 0.24 0.24 5.00 6.67 1.6 78D 629.00 626.60 68.37 0.0351 15 12.1 6.8 10.1 78D 0.42 0.70 0.29 0.54 5.17 b.61 3.5 78B 626.50 626.10 36.01 0.0111 15 6.$ 5.6 6.4 78B 0.39 0.70 0.27 0.81 5.28 6.58 5.3 �SSICNAL S��� 78 626.00 624.50 65.71 0.0228 15 9.8 8.1 8.1 78 0.26 0.70 0.18 0.99 5.41 6.54 6.5 68 624.40 623.30 86.19 0.0128 15 7.3 6.7 12.8 CO 80 0.58 0.60 0.35 0.35 5.00 6.67 2.3 78 624.80 624.50 36.09 0.0083 15 5.9 4.5 8.0 96 0.17 0.75 0.13 0.13 5.00 6.67 0.8 94 632.30 632.10 36.07 0.0055 15 4.8 2.9 12.3 94 0.12 0.80 0.10 0.22 5.21 6.60 1.5 92 632.00 631.50 78.83 0.0063 15 5.1 3.6 22.0 92 0.45 0.82 0.04 0.34 5.57 6.48 2.2 90 629:?0 628.00 85.91 0.0140 15 7.6 5.3 16.1 90 0.05 0.82 0.04 0.47 5.84 6.40 3.0 88 624.30 621.00 113.74 0.0290 15 11.0 7.6 15.0 88 0.08 0.82 O.Q7 O.b6 6.09 6.32 4.2 86 617.40 616.40 151.69 0.0066 15 5.2 4.7 32.0 86 0.19 0.82 0.16 0.81 6.63 6.17 5.0 84 614.10 613.80 36.09 0.0083 15 5.9 5.4 6.7 $4 0.31 0.70 0.22 1.03 6.74 6.14 6.3 82 613.70 613.00 106.98 0.0065 18 8.5 5.3 20.3 82 0.40 0.70 0.28 1.31 7.08 6.05 7.9 66 612.90 612.70 36.03 0.0056 24 16.9 5.3 6.8 92B 0.11 0.70 0.08 0.08 5.00 b.67 0.5 92 629.55 629.30 36.05 0.0069 15 5.4 2.7 13.4 90B O.I3 0.70 0.09 0.09 5.00 6.67 0.6 90 624.60 624.40 36.16 0.0055 15 4.8 2.6 13.8 88B O.17 0.70 0.12 0.12 5.00 6.67 0.8 88 617.70 617.50 36.23 0.0055 15 4.8 2.9 12.7 74D 0.10 0.60 0.06 0.06 5.00 b.67 0.4 74B 63b.80 636.30 50.09 0.0100 15 6.5 2.8 17.7 74B 0.18 0.60 0.11 0.17 5.30 b.57 1.1 74 636.20 633.80 86.48 0.0278 15 10.8 5.6 15.6 Z O a U Ln U-1 D Z O w a Ah w Q 0 LU H w ►�- Lu U 0 ZC) E U a U E Q w Q = � � O H ¢ Z o U) Z C) N W ,y M M M LLI N n L`fI 68 T- C'7 co N ' 70A' 0 Fl- L a N 0 �y �i N ro N ® ° LU V ♦ 7 D L J �"'.) * gutter longitudinal slope of 0.001 should be used in a sump condition ° - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth t%i W - for inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 1 Oyr conveyance to the facilities W 0 Z o a� t n/ 3 Q V) 0 = J D o U_ Uo L I �w V `� _ < a� W Z o 9 15 D ft D D U z ty4 I.L.! Uj o! w W _w LJ� o z F- w (n z JU W ° > i N U a 6.i� o I O D Ca) U x N a� m W o * gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth w - for inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilitiles Coe Uj 0 JOB NO. 112066 0 SCALE ° N/A a co D SHEET NO, n 23 right CG-6 11 +25.66 8 622.9 VDOTSTD. IS -1 REQ'D 65 24 125.6 1.03% 612.60 611.30 RCP3 72B DI -3B CG -6 10 +36.31 6 637.5 VDOTSTD. IS -1 REQ'D 72A 15 36.31 0.55% 631.00 630.80 RCP3 70B DI -3B CG -6 10 +36.01 8 633.6 VDOTSTD. IS -1 REQ'D 70A 15 36.0 0.56% 627.10 626.90 RCP3 78F � Di -3B CG -6 12 +56.28 6 633.9 VDOTSTD. IS -1 REQ'D 78E 15 68.3p 3.51% 629.00 626.6Q RCP3 78D DI -3B CG -6 11 +87.91 14 632.i�2 VDOTSTD. IS -1 REQ'D 78C 15 36.0 1.11 % 626.50 626.10 RCP3 78B I Di -3B CG -6 11 +51.90 12 632.9 VDOTSTD. IS -1 REQ'D 78A 15 65.7j1 2.28% 626.00 624.50 RCP3 78 DI -3C CG -6 10 +86.19 6 631.82 VDOTSTD. IS -1 REQ'D 77 15 86.1;9 1.28% 624.40 623.30 RCP3 80 DI -3C CG -6 10 +36.09 8 631.82 VDOTSTD. IS -1 REQ'D 79 15 36.0,9 0.83% 624.80 624.50 RCP3 96 i DI -3B CG-6 16 +45.32 8 639.13 VDOTSTD. IS -1 REQ'D 95 15 36.0 0.55% 632.30 632.10 RCP3 94 � DI -3B CG -6 16 +09.26 6 639.10 VDOTSTD. IS -1 REQ'D 93 15 78.8 0.63% 632.00 631.50 RCP3 92 DI -3B CG -6 15 +30.43 6 636.30 VDOTSTD. IS -1 REQ'D 91 15 85.9 I i .40 °l0 629.20 628.00 RCP3 i 90 DI -3B CG -6 14 +44.52 6 631.6 VDOTSTD. IS -1 REQ'D 89 15 113.74 2.90% 624.30 621.00 RCP3 88 DI -3B CG -6 13 +30.78 6 623.7j0 VDOTSTD. IS -1 REQ'D 87 15 151.09 0.66% 617.40 616.40 RCP3 86 DI -3C CG -6 11 +79.10 6 620.4 VDOTSTD. IS -1 REQ'D 85 15 36.09 0.83% 614.10 613.80 RCP3 84 DI -3C CG-6 11 +43.Q1 6 620.4 VDOTSTD. IS -1 REQ'D 83 18 106.98 0.65 °l0 613.70 613.00 RCP3 82 DI -3B CG -6 10 +36.03 12 622. ;5 VDOTSTD. IS -1 REQ'D 81 24 36.0 0.56 °l0 612.90 612.70 RCP3 92B DI -36 CG -6 10 +36.05 8 636.6 VDOTSTD. IS -1 REQ'D 92A 15 36.0 0.69% 629.55 629.30 RCP3 90B DI -3B CG -6 10 +36.16 8 631.E 1 VDOTSTD. IS -1 REQ'D 90A 15 36.1 0.55% 624.60 624.40 RCP3 88B DI -3B CG -6 10 +36.23 8 623.5 VDOTSTD. IS -1 REQ'D $8A 15 36.2 0.55% 617.70 617.50 RCP3 74D DI -3B CG -6 11 +36.57 6 641.10 VDOTSTD. IS -1 REQ'D 74C 15 50.0 1.00% 636.8Q 636.30 RCP3 74B DI -3B CG -6 10 +88.48 8 641.10 VDOTSTD. IS -1 REQ'D 74A 15 86.4 2.78% 636.20 633.80 RCP3 STRUCTURE DRAINAGE INLET TYPE AREA PERIMETER A C I Q D FLOW TYPE (FTC (FT) (ACRES) (IN/HR) {CFS) (IN) 98 DI -7 TYPE III GRATE 0.90 6.42 0.47 0.45 1.50 0.32 0.8 WEIR FLOW 98 DI -7 TYPE III GRATE 0.90 6.42 0.47 0.45 2.10 0.44 1.0 WEIR FLOW • • 1 : • ' : ®�� 1 111 ! 1 1 • 1 i ------_--��_ -_ CU E 16 • __-��___-_--- i 11 0Q ! i 1 m 1 11� 1 1 • 1 1 ••• I MOM • 1 • 1 ® 1 . 1 111 ®� 1 { _-----_--��___ ce Lu PIPE DESIGN n = O.Q13 for RCP n = 0.01 for HDPE Pipe Hydrology PI e d � U w '� � y- O U •�-'' w `� O U -co .�. N 1= _ U C ro 2 of ° a = v U � m o m � cn w C3 al 1� Pipe run: 76-OUT 76 74 0.41 0.60 0.246 0.246 5.00 6.67 1.64 1.64 631.20 631.00 36.0 0.01 0.0056 15 4.81 3.54 0.17 74 72 0.49 0.60 0.294 0.708 5.55 6.49 1.91 4.59 630.90 629.60 249.5 0.01 0.0052 15 4.66 4.33 0.96 72 70 0.10 0.75 0.075 0.881 6.52 6.20 0.47 5.46 629.50 626.90 96.6 0.01 0.0269 15 10.60 8.64 0.19 70 68 0.16 0.75 0.120 1.120 6.70 6.15 0.74 6.89 626.80 623.20 98.3 0.01 0.0366 15 12.36 10.32 0.16 68 66 0.03 0.82 0.025 2.136 6.86 6.11 0.15 13.04 622.80 619.00 145.1 0.01 0.0262 18 17.00 10.58 0.23 66 OUT 0.12 0.82 0.098 3.545 7.19 6.02 0.59 21.33 612.60 611.30 125.7 0.01 0.0103 24 23.01 8.32 0.25 Pipe run: 728 -72 72B 72 0.14 0.70 0.098 0.098 5.00 6.67 0.65 0.65 631.00 630.80 36.3 0.01 0.0055 15 4.79 2.67 0.23 Pipe run: 70B -70 70B 70 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 627.10 626.90 36.0 0.01 0.0056 15 4.81 2.87 0.21 Pipe run: 78F�8 78F 78D 0.44 0.55 0.242 0.242 5.00 6.67 1.61 1.61 629.00 626.60 68.4 0.01 0.0351 15 12.10 6.75 0.17 78D 78B 0.42 0.70 0.294 0.536 5.17 6.61 1.94 3.54 626.50 626.10 36.0 0.01 0.0111 15 6.81 5.59 0.11 78B 78 0.39 0.70 0.273 0.809 5.28 6.58 1.80 5.32 626.00 624.50 65.7 0.01 0.0228 15 9.76 8.08 0.14 78 68 0.26 0.70 0.182 0.991 5.41 6.54 1.19 6.48 624.40 623.30 86.2 0.01 0.0128 15 7.30 6.71 0.21 Pipe run: 80 -78 80 78 0.58 0.60 0.348 0.348 5.00 6.67 2.32 2.32 624.80 624.50 36.1 0.01 0.0083 15 5.89 4.48 0.13 Pipe run: 96 -66 96 94 0.17 0.75 0.128 0.128 5.00 6.67 0.85 0.85 632.30 632.10 36.1 0.01 0.0055 15 4.81 2.93 0.21 94 92 0.12 0.80 0.096 0.224 5.21 6.60 0.63 1.48 632.00 631.50 78.8 0.01 0.0063 15 5.14 3.59 0.37 92 90 0.05 0.82 0.041 0.342 5.57 6.48 0.27 2.21 629.20 628.00 85.9 0.01 0.0140 15 7.63 5.32 0.27 90 88 0.05 0.82 0.041 0.474 5.84 6.40 0.26 3.03 624.30 621.00 113.7 0.01 0.0290 15 11.00 7.56 0.25 88 86 0.08 0.82 0.066 0.658 6.09 6.32 0.41 4.16 617.40 616.40 151.7 0.01 0.0066 15 5.24 4.74 0.53 86 84 0.19 0.82 0.156 0.814 6.63 6.17 0.96 5.02 614.10 613.80 36.1 0.01 0.0083 15 5.89 5, 39 0.11 84 82 0.31 0.70 0.217 1.031 6.74 6.14 1.33 6.33 613.70 613.00 107.0 0.01 0.0065 18 8.50 5.26 0.34 82 66 0.40 0.70 0.280 1.311 7.08 6.05 1.69 7.93 612.90 612.70 36.0 0.01 0.0056 24 16.85 5.27 0.11 Pipe run: 92B -92 92B 92 0.11 0.70 0.077 0.077 5.00 6.67 0.51 0.51 629.55 629.30 36.1 0.01 0.0069 15 5.38 2.70 0.22 Pipe run: 90B -90 906 90 0.13 0.70 0.091 0.091 5.00 6.67 0.61 0.61 624.60 624.40 36.2 0.01 0.0055 15 4.80 2.61 0.23 mom =I Pipe run: 888 -88 886 88 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 617.70 617.50 36.2 0.01 0.0055 15 4.80 2.86 0.21 Pipe run: 74D -74 74D 746 0.10 0.60 0.060 0.060 5.00 6.67 0.40 0.40 636.80 636.30 50.1 0.01 0.0100 15 6.45 2.83 0.30 748 74 0.18 0.60 0.108 0.168 5.30 6.57 0.71 1.10 636.20 633.80 86.5 0.01 0.0278 15 10.76 5.55 0.26 INLETS {N SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL w y O c _ � m a o r+ •o 'c � � m n. � ro t � o Q rn ro o � 3 •� o a o o � ° ts6 O iD J � o ca •° o � � p � � m a a °> d C'J v� . co � can cn w° •o -a I= � left 0.20 0.60 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.21 0.60 0.126 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.94 0.68 STR 76 3C 6.0 combined flow 1.0 0.13 0.274 6.28 left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0830 4.1500 8.35 0.68 right 0.25 0.60 0.150 0.60 0.00 0.60 0.0010 0.0200 2.0 0.0830 4.1500 8.48 0.68 STR 74 3C 6.0 combined flow 1.2 0.14 0.309 7.08 left 0.12 0.70 0.084 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 6.82 0.68 right 0.13 0.70 0.091 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.03 0.67 STR 78 3C 6.0 combined flow 0.7 0.10 0.219 5.01 left 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 right 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 STR 80 3C 8.0 combined flow 1.4 0.14 0.305 6.98 left 0.09 0.82 0.074 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0830 4.1500 6.50 0.78 right 0.10 0.82 0.082 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0830 4.1500 6.76 0.78 STR 86 3C 6.0 combined flow 0.6 0.09 0.202 4.64 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.72 right 0.15 0.70 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 STR 84 3C 6.0 combined flow, 0.9 0.12 0.252 5.78 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.5G (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) N " Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in c fl- .--. � Y o iu v ro w w v � � v N -� N d N w rn N D _^ O N N � @ ro N � -a ro O ro � � � x � p � v N i ro -' a > � ¢ U U C1 C3 C3 u) � cn � � can F�; w -o a 1•= o: left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0830 4.1500 9.36) 0.59 right 0.21 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0830 4.1500 9.53 0.59 STR 76 3C 6:0 combined flow 1.6 0.17 0.379 8.69 left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0830 4.1500 10.02 0.59 right 0.25 0.60 0.150 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0830 4.1500 10.17 0.59 STR 74 3C 6.0 combined flow 1.9 0.20 0.427 9.78 left 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0830 4.1500 8.18 0.65 right 0.13 0.70 0.091 0.59 0.00 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.43 0.65 STR 78 3C 6.0 combined flow 1.1 0.14 0.302 6.92 left 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.75 0.55 right 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.751 0.55 STR 80 3C 8.0 combined flow 2.3 0.19 0.421 9.65 left 0.09 0.82 0.074 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.10 0.82 0.082 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.69 STR 86 3C 6.0 combined flow 1.0 0.13 0.280 6.41 left 0.16 0.70 0.112 0.73 0.01 0.74 0.0010 0.0200 2.0 0.0830 4.1500 9.16 0.61 right 0.15 0.70 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.61 STR 84 3C 6.0 combined flow 1.4 0.16 0.350 8.03 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 j DRAINAGE DESCRIPTIONS STR. P PIPE INFORMATION I INLET INFORMATION NO. D DIA. L LENG S SLOPE I INVERT I INVERT M MATERIAL I INLET C Curb I INLET S SLOT R RIM C COMMENTS 76 D DI -3C C CG -6 1 17 +51.15 6 6 6 637.6 V VDOTSTD. IS -1 REQ'D 75 1 15 3 36.0 Q Q.56% 6 631.20 6 631.00 R RCP3 74 D DI -3C C CG -6 1 17 +15.12 6 6 6 637. 6 6 V VDOT STD. IS -1 REQ'D 74 15 2 249.0 0 0.52% 6 630.90 6 629.60 R RCP3 631.20 631.00 36.03 0.0056 15 4.8 3.5 10.2 74 0.49 0.60 0.29 0.71 5.55 6.49 4.6 14 +65.62 6 6 6 637.5 V VDOTSTD. IS -1 REQ'D 71 1 15 9 96.61 2 72 629.50 6 626.90 R RCP3 630.90 629.60 249.50 0.0052 15 4.7 4.3 57.6 72 0.10 0.75 0.08 0.88 6.52 6.20 5.5 VDOTSTD. IS -1 REQ'D 69 1 15 9 98.3Q 3 3.66% 6 626.80 6 623.20 R RCP3 70 68 D 629.50 626.90 96.61 0.0269 15 10.6 8.6 11.2 70 12 +70.70 6 0.16 0.75 0.12 1.12 6.70 6.15 6.9 2.62% 6 622.80 6 619.00 R RCP3 68 66 D 626.80 623.20 98.30 0.0366 15 12.4 10.3 9.5 68 0.03 0.82 0.02 2.14 6.86 6.11 13.0 66 622.80 619.00 145.05 0.0262 18 17.0 10.6 13.7 66 0.12 0.82 0.10 3.54 7.19 6.02 21.3 OUT 612.60 611.30 125.66 0.0103 24 23.0 8.3 15.1 72B 0.14 0.70 0.10 0.10 5.00 6.67 0.7 72 631.00 630.80 36.31 0.0055 15 4.8 2.7 13.6 70B 0.17 0.70 0.12 0.12 5.00 6.67 0.8 70 627.10 626.90 36.01 0.0056 15 4.8 2.9 12.5 78F 0.44 0.55 0.24 0.24 5.00 6.67 1.6 78D 629.00 626.60 68.37 0.0351 15 12.1 6.8 10.1 78D 0.42 0.70 0.29 0.54 5.17 b.61 3.5 78B 626.50 626.10 36.01 0.0111 15 6.$ 5.6 6.4 78B 0.39 0.70 0.27 0.81 5.28 6.58 5.3 78 626.00 624.50 65.71 0.0228 15 9.8 8.1 8.1 78 0.26 0.70 0.18 0.99 5.41 6.54 6.5 68 624.40 623.30 86.19 0.0128 15 7.3 6.7 12.8 80 0.58 0.60 0.35 0.35 5.00 6.67 2.3 78 624.80 624.50 36.09 0.0083 15 5.9 4.5 8.0 96 0.17 0.75 0.13 0.13 5.00 6.67 0.8 94 632.30 632.10 36.07 0.0055 15 4.8 2.9 12.3 94 0.12 0.80 0.10 0.22 5.21 6.60 1.5 92 632.00 631.50 78.83 0.0063 15 5.1 3.6 22.0 92 0.45 0.82 0.04 0.34 5.57 6.48 2.2 90 629:?0 628.00 85.91 0.0140 15 7.6 5.3 16.1 90 0.05 0.82 0.04 0.47 5.84 6.40 3.0 88 624.30 621.00 113.74 0.0290 15 11.0 7.6 15.0 88 0.08 0.82 O.Q7 O.b6 6.09 6.32 4.2 86 617.40 616.40 151.69 0.0066 15 5.2 4.7 32.0 86 0.19 0.82 0.16 0.81 6.63 6.17 5.0 84 614.10 613.80 36.09 0.0083 15 5.9 5.4 6.7 $4 0.31 0.70 0.22 1.03 6.74 6.14 6.3 82 613.70 613.00 106.98 0.0065 18 8.5 5.3 20.3 82 0.40 0.70 0.28 1.31 7.08 6.05 7.9 66 612.90 612.70 36.03 0.0056 24 16.9 5.3 6.8 92B 0.11 0.70 0.08 0.08 5.00 b.67 0.5 92 629.55 629.30 36.05 0.0069 15 5.4 2.7 13.4 90B O.I3 0.70 0.09 0.09 5.00 6.67 0.6 90 624.60 624.40 36.16 0.0055 15 4.8 2.6 13.8 88B O.17 0.70 0.12 0.12 5.00 6.67 0.8 88 617.70 617.50 36.23 0.0055 15 4.8 2.9 12.7 74D 0.10 0.60 0.06 0.06 5.00 b.67 0.4 74B 63b.80 636.30 50.09 0.0100 15 6.5 2.8 17.7 74B 0.18 0.60 0.11 0.17 5.30 b.57 1.1 74 636.20 633.80 86.48 0.0278 15 10.8 5.6 15.6 right CG-6 11 +25.66 8 622.9 VDOTSTD. IS -1 REQ'D 65 24 125.6 1.03% 612.60 611.30 RCP3 72B DI -3B CG -6 10 +36.31 6 637.5 VDOTSTD. IS -1 REQ'D 72A 15 36.31 0.55% 631.00 630.80 RCP3 70B DI -3B CG -6 10 +36.01 8 633.6 VDOTSTD. IS -1 REQ'D 70A 15 36.0 0.56% 627.10 626.90 RCP3 78F � Di -3B CG -6 12 +56.28 6 633.9 VDOTSTD. IS -1 REQ'D 78E 15 68.3p 3.51% 629.00 626.6Q RCP3 78D DI -3B CG -6 11 +87.91 14 632.i�2 VDOTSTD. IS -1 REQ'D 78C 15 36.0 1.11 % 626.50 626.10 RCP3 78B I Di -3B CG -6 11 +51.90 12 632.9 VDOTSTD. IS -1 REQ'D 78A 15 65.7j1 2.28% 626.00 624.50 RCP3 78 DI -3C CG -6 10 +86.19 6 631.82 VDOTSTD. IS -1 REQ'D 77 15 86.1;9 1.28% 624.40 623.30 RCP3 80 DI -3C CG -6 10 +36.09 8 631.82 VDOTSTD. IS -1 REQ'D 79 15 36.0,9 0.83% 624.80 624.50 RCP3 96 i DI -3B CG-6 16 +45.32 8 639.13 VDOTSTD. IS -1 REQ'D 95 15 36.0 0.55% 632.30 632.10 RCP3 94 � DI -3B CG -6 16 +09.26 6 639.10 VDOTSTD. IS -1 REQ'D 93 15 78.8 0.63% 632.00 631.50 RCP3 92 DI -3B CG -6 15 +30.43 6 636.30 VDOTSTD. IS -1 REQ'D 91 15 85.9 I i .40 °l0 629.20 628.00 RCP3 i 90 DI -3B CG -6 14 +44.52 6 631.6 VDOTSTD. IS -1 REQ'D 89 15 113.74 2.90% 624.30 621.00 RCP3 88 DI -3B CG -6 13 +30.78 6 623.7j0 VDOTSTD. IS -1 REQ'D 87 15 151.09 0.66% 617.40 616.40 RCP3 86 DI -3C CG -6 11 +79.10 6 620.4 VDOTSTD. IS -1 REQ'D 85 15 36.09 0.83% 614.10 613.80 RCP3 84 DI -3C CG-6 11 +43.Q1 6 620.4 VDOTSTD. IS -1 REQ'D 83 18 106.98 0.65 °l0 613.70 613.00 RCP3 82 DI -3B CG -6 10 +36.03 12 622. ;5 VDOTSTD. IS -1 REQ'D 81 24 36.0 0.56 °l0 612.90 612.70 RCP3 92B DI -36 CG -6 10 +36.05 8 636.6 VDOTSTD. IS -1 REQ'D 92A 15 36.0 0.69% 629.55 629.30 RCP3 90B DI -3B CG -6 10 +36.16 8 631.E 1 VDOTSTD. IS -1 REQ'D 90A 15 36.1 0.55% 624.60 624.40 RCP3 88B DI -3B CG -6 10 +36.23 8 623.5 VDOTSTD. IS -1 REQ'D $8A 15 36.2 0.55% 617.70 617.50 RCP3 74D DI -3B CG -6 11 +36.57 6 641.10 VDOTSTD. IS -1 REQ'D 74C 15 50.0 1.00% 636.8Q 636.30 RCP3 74B DI -3B CG -6 10 +88.48 8 641.10 VDOTSTD. IS -1 REQ'D 74A 15 86.4 2.78% 636.20 633.80 RCP3 STRUCTURE DRAINAGE INLET TYPE AREA PERIMETER A C I Q D FLOW TYPE (FTC (FT) (ACRES) (IN/HR) {CFS) (IN) 98 DI -7 TYPE III GRATE 0.90 6.42 0.47 0.45 1.50 0.32 0.8 WEIR FLOW 98 DI -7 TYPE III GRATE 0.90 6.42 0.47 0.45 2.10 0.44 1.0 WEIR FLOW • • 1 : • ' : ®�� 1 111 ! 1 1 • 1 i ------_--��_ -_ CU E 16 • __-��___-_--- i 11 0Q ! i 1 m 1 11� 1 1 • 1 1 ••• I MOM • 1 • 1 ® 1 . 1 111 ®� 1 { _-----_--��___ ce Lu PIPE DESIGN n = O.Q13 for RCP n = 0.01 for HDPE Pipe Hydrology PI e d � U w '� � y- O U •�-'' w `� O U -co .�. N 1= _ U C ro 2 of ° a = v U � m o m � cn w C3 al 1� Pipe run: 76-OUT 76 74 0.41 0.60 0.246 0.246 5.00 6.67 1.64 1.64 631.20 631.00 36.0 0.01 0.0056 15 4.81 3.54 0.17 74 72 0.49 0.60 0.294 0.708 5.55 6.49 1.91 4.59 630.90 629.60 249.5 0.01 0.0052 15 4.66 4.33 0.96 72 70 0.10 0.75 0.075 0.881 6.52 6.20 0.47 5.46 629.50 626.90 96.6 0.01 0.0269 15 10.60 8.64 0.19 70 68 0.16 0.75 0.120 1.120 6.70 6.15 0.74 6.89 626.80 623.20 98.3 0.01 0.0366 15 12.36 10.32 0.16 68 66 0.03 0.82 0.025 2.136 6.86 6.11 0.15 13.04 622.80 619.00 145.1 0.01 0.0262 18 17.00 10.58 0.23 66 OUT 0.12 0.82 0.098 3.545 7.19 6.02 0.59 21.33 612.60 611.30 125.7 0.01 0.0103 24 23.01 8.32 0.25 Pipe run: 728 -72 72B 72 0.14 0.70 0.098 0.098 5.00 6.67 0.65 0.65 631.00 630.80 36.3 0.01 0.0055 15 4.79 2.67 0.23 Pipe run: 70B -70 70B 70 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 627.10 626.90 36.0 0.01 0.0056 15 4.81 2.87 0.21 Pipe run: 78F�8 78F 78D 0.44 0.55 0.242 0.242 5.00 6.67 1.61 1.61 629.00 626.60 68.4 0.01 0.0351 15 12.10 6.75 0.17 78D 78B 0.42 0.70 0.294 0.536 5.17 6.61 1.94 3.54 626.50 626.10 36.0 0.01 0.0111 15 6.81 5.59 0.11 78B 78 0.39 0.70 0.273 0.809 5.28 6.58 1.80 5.32 626.00 624.50 65.7 0.01 0.0228 15 9.76 8.08 0.14 78 68 0.26 0.70 0.182 0.991 5.41 6.54 1.19 6.48 624.40 623.30 86.2 0.01 0.0128 15 7.30 6.71 0.21 Pipe run: 80 -78 80 78 0.58 0.60 0.348 0.348 5.00 6.67 2.32 2.32 624.80 624.50 36.1 0.01 0.0083 15 5.89 4.48 0.13 Pipe run: 96 -66 96 94 0.17 0.75 0.128 0.128 5.00 6.67 0.85 0.85 632.30 632.10 36.1 0.01 0.0055 15 4.81 2.93 0.21 94 92 0.12 0.80 0.096 0.224 5.21 6.60 0.63 1.48 632.00 631.50 78.8 0.01 0.0063 15 5.14 3.59 0.37 92 90 0.05 0.82 0.041 0.342 5.57 6.48 0.27 2.21 629.20 628.00 85.9 0.01 0.0140 15 7.63 5.32 0.27 90 88 0.05 0.82 0.041 0.474 5.84 6.40 0.26 3.03 624.30 621.00 113.7 0.01 0.0290 15 11.00 7.56 0.25 88 86 0.08 0.82 0.066 0.658 6.09 6.32 0.41 4.16 617.40 616.40 151.7 0.01 0.0066 15 5.24 4.74 0.53 86 84 0.19 0.82 0.156 0.814 6.63 6.17 0.96 5.02 614.10 613.80 36.1 0.01 0.0083 15 5.89 5, 39 0.11 84 82 0.31 0.70 0.217 1.031 6.74 6.14 1.33 6.33 613.70 613.00 107.0 0.01 0.0065 18 8.50 5.26 0.34 82 66 0.40 0.70 0.280 1.311 7.08 6.05 1.69 7.93 612.90 612.70 36.0 0.01 0.0056 24 16.85 5.27 0.11 Pipe run: 92B -92 92B 92 0.11 0.70 0.077 0.077 5.00 6.67 0.51 0.51 629.55 629.30 36.1 0.01 0.0069 15 5.38 2.70 0.22 Pipe run: 90B -90 906 90 0.13 0.70 0.091 0.091 5.00 6.67 0.61 0.61 624.60 624.40 36.2 0.01 0.0055 15 4.80 2.61 0.23 mom =I Pipe run: 888 -88 886 88 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 617.70 617.50 36.2 0.01 0.0055 15 4.80 2.86 0.21 Pipe run: 74D -74 74D 746 0.10 0.60 0.060 0.060 5.00 6.67 0.40 0.40 636.80 636.30 50.1 0.01 0.0100 15 6.45 2.83 0.30 748 74 0.18 0.60 0.108 0.168 5.30 6.57 0.71 1.10 636.20 633.80 86.5 0.01 0.0278 15 10.76 5.55 0.26 INLETS {N SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL w y O c _ � m a o r+ •o 'c � � m n. � ro t � o Q rn ro o � 3 •� o a o o � ° ts6 O iD J � o ca •° o � � p � � m a a °> d C'J v� . co � can cn w° •o -a I= � left 0.20 0.60 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.21 0.60 0.126 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.94 0.68 STR 76 3C 6.0 combined flow 1.0 0.13 0.274 6.28 left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0830 4.1500 8.35 0.68 right 0.25 0.60 0.150 0.60 0.00 0.60 0.0010 0.0200 2.0 0.0830 4.1500 8.48 0.68 STR 74 3C 6.0 combined flow 1.2 0.14 0.309 7.08 left 0.12 0.70 0.084 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 6.82 0.68 right 0.13 0.70 0.091 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.03 0.67 STR 78 3C 6.0 combined flow 0.7 0.10 0.219 5.01 left 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 right 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 STR 80 3C 8.0 combined flow 1.4 0.14 0.305 6.98 left 0.09 0.82 0.074 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0830 4.1500 6.50 0.78 right 0.10 0.82 0.082 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0830 4.1500 6.76 0.78 STR 86 3C 6.0 combined flow 0.6 0.09 0.202 4.64 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.72 right 0.15 0.70 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 STR 84 3C 6.0 combined flow, 0.9 0.12 0.252 5.78 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.5G (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) N " Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in c fl- .--. � Y o iu v ro w w v � � v N -� N d N w rn N D _^ O N N � @ ro N � -a ro O ro � � � x � p � v N i ro -' a > � ¢ U U C1 C3 C3 u) � cn � � can F�; w -o a 1•= o: left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0830 4.1500 9.36) 0.59 right 0.21 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0830 4.1500 9.53 0.59 STR 76 3C 6:0 combined flow 1.6 0.17 0.379 8.69 left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0830 4.1500 10.02 0.59 right 0.25 0.60 0.150 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0830 4.1500 10.17 0.59 STR 74 3C 6.0 combined flow 1.9 0.20 0.427 9.78 left 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0830 4.1500 8.18 0.65 right 0.13 0.70 0.091 0.59 0.00 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.43 0.65 STR 78 3C 6.0 combined flow 1.1 0.14 0.302 6.92 left 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.75 0.55 right 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.751 0.55 STR 80 3C 8.0 combined flow 2.3 0.19 0.421 9.65 left 0.09 0.82 0.074 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.10 0.82 0.082 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.69 STR 86 3C 6.0 combined flow 1.0 0.13 0.280 6.41 left 0.16 0.70 0.112 0.73 0.01 0.74 0.0010 0.0200 2.0 0.0830 4.1500 9.16 0.61 right 0.15 0.70 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.61 STR 84 3C 6.0 combined flow 1.4 0.16 0.350 8.03 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 j DRAINAGE DESCRIPTIONS STR. P PIPE INFORMATION I INLET INFORMATION NO. D DIA. L LENG S SLOPE I INVERT I INVERT M MATERIAL I INLET C Curb I INLET S SLOT R RIM C COMMENTS 76 D DI -3C C CG -6 1 17 +51.15 6 6 6 637.6 V VDOTSTD. IS -1 REQ'D 75 1 15 3 36.0 Q Q.56% 6 631.20 6 631.00 R RCP3 74 D DI -3C C CG -6 1 17 +15.12 6 6 6 637. 6 6 V VDOT STD. IS -1 REQ'D 73 1 15 2 249.0 0 0.52% 6 630.90 6 629.60 R RCP3 72 D DI -3B C CG -6 1 14 +65.62 6 6 6 637.5 V VDOTSTD. IS -1 REQ'D 71 1 15 9 96.61 2 2.69% 6 629.50 6 626.90 R RCP3 70 D DI -38 C CG-6 1 13 +69.01 $ $ 6 633.7 V VDOTSTD. IS -1 REQ'D 69 1 15 9 98.3Q 3 3.66% 6 626.80 6 623.20 R RCP3 68 D DI -3B C CG-6 1 12 +70.70 6 6 6 629.6 V VDOTSTD. IS -1 REQ'D 67 1 18 1 145.0,5 2 2.62% 6 622.80 6 619.00 R RCP3 66 D DI r STRUCTURE DRAINAGE INLET TYPE AREA PERIMETER A C I Q D FLOW TYPE (FTC (FT) (ACRES) (IN/HR) {CFS) (IN) 98 DI -7 TYPE III GRATE 0.90 6.42 0.47 0.45 1.50 0.32 0.8 WEIR FLOW 98 DI -7 TYPE III GRATE 0.90 6.42 0.47 0.45 2.10 0.44 1.0 WEIR FLOW • • 1 : • ' : ®�� 1 111 ! 1 1 • 1 i ------_--��_ -_ CU E 16 • __-��___-_--- i 11 0Q ! i 1 m 1 11� 1 1 • 1 1 ••• I MOM • 1 • 1 ® 1 . 1 111 ®� 1 { _-----_--��___ ce Lu PIPE DESIGN n = O.Q13 for RCP n = 0.01 for HDPE Pipe Hydrology PI e d � U w '� � y- O U •�-'' w `� O U -co .�. N 1= _ U C ro 2 of ° a = v U � m o m � cn w C3 al 1� Pipe run: 76-OUT 76 74 0.41 0.60 0.246 0.246 5.00 6.67 1.64 1.64 631.20 631.00 36.0 0.01 0.0056 15 4.81 3.54 0.17 74 72 0.49 0.60 0.294 0.708 5.55 6.49 1.91 4.59 630.90 629.60 249.5 0.01 0.0052 15 4.66 4.33 0.96 72 70 0.10 0.75 0.075 0.881 6.52 6.20 0.47 5.46 629.50 626.90 96.6 0.01 0.0269 15 10.60 8.64 0.19 70 68 0.16 0.75 0.120 1.120 6.70 6.15 0.74 6.89 626.80 623.20 98.3 0.01 0.0366 15 12.36 10.32 0.16 68 66 0.03 0.82 0.025 2.136 6.86 6.11 0.15 13.04 622.80 619.00 145.1 0.01 0.0262 18 17.00 10.58 0.23 66 OUT 0.12 0.82 0.098 3.545 7.19 6.02 0.59 21.33 612.60 611.30 125.7 0.01 0.0103 24 23.01 8.32 0.25 Pipe run: 728 -72 72B 72 0.14 0.70 0.098 0.098 5.00 6.67 0.65 0.65 631.00 630.80 36.3 0.01 0.0055 15 4.79 2.67 0.23 Pipe run: 70B -70 70B 70 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 627.10 626.90 36.0 0.01 0.0056 15 4.81 2.87 0.21 Pipe run: 78F�8 78F 78D 0.44 0.55 0.242 0.242 5.00 6.67 1.61 1.61 629.00 626.60 68.4 0.01 0.0351 15 12.10 6.75 0.17 78D 78B 0.42 0.70 0.294 0.536 5.17 6.61 1.94 3.54 626.50 626.10 36.0 0.01 0.0111 15 6.81 5.59 0.11 78B 78 0.39 0.70 0.273 0.809 5.28 6.58 1.80 5.32 626.00 624.50 65.7 0.01 0.0228 15 9.76 8.08 0.14 78 68 0.26 0.70 0.182 0.991 5.41 6.54 1.19 6.48 624.40 623.30 86.2 0.01 0.0128 15 7.30 6.71 0.21 Pipe run: 80 -78 80 78 0.58 0.60 0.348 0.348 5.00 6.67 2.32 2.32 624.80 624.50 36.1 0.01 0.0083 15 5.89 4.48 0.13 Pipe run: 96 -66 96 94 0.17 0.75 0.128 0.128 5.00 6.67 0.85 0.85 632.30 632.10 36.1 0.01 0.0055 15 4.81 2.93 0.21 94 92 0.12 0.80 0.096 0.224 5.21 6.60 0.63 1.48 632.00 631.50 78.8 0.01 0.0063 15 5.14 3.59 0.37 92 90 0.05 0.82 0.041 0.342 5.57 6.48 0.27 2.21 629.20 628.00 85.9 0.01 0.0140 15 7.63 5.32 0.27 90 88 0.05 0.82 0.041 0.474 5.84 6.40 0.26 3.03 624.30 621.00 113.7 0.01 0.0290 15 11.00 7.56 0.25 88 86 0.08 0.82 0.066 0.658 6.09 6.32 0.41 4.16 617.40 616.40 151.7 0.01 0.0066 15 5.24 4.74 0.53 86 84 0.19 0.82 0.156 0.814 6.63 6.17 0.96 5.02 614.10 613.80 36.1 0.01 0.0083 15 5.89 5, 39 0.11 84 82 0.31 0.70 0.217 1.031 6.74 6.14 1.33 6.33 613.70 613.00 107.0 0.01 0.0065 18 8.50 5.26 0.34 82 66 0.40 0.70 0.280 1.311 7.08 6.05 1.69 7.93 612.90 612.70 36.0 0.01 0.0056 24 16.85 5.27 0.11 Pipe run: 92B -92 92B 92 0.11 0.70 0.077 0.077 5.00 6.67 0.51 0.51 629.55 629.30 36.1 0.01 0.0069 15 5.38 2.70 0.22 Pipe run: 90B -90 906 90 0.13 0.70 0.091 0.091 5.00 6.67 0.61 0.61 624.60 624.40 36.2 0.01 0.0055 15 4.80 2.61 0.23 mom =I Pipe run: 888 -88 886 88 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 617.70 617.50 36.2 0.01 0.0055 15 4.80 2.86 0.21 Pipe run: 74D -74 74D 746 0.10 0.60 0.060 0.060 5.00 6.67 0.40 0.40 636.80 636.30 50.1 0.01 0.0100 15 6.45 2.83 0.30 748 74 0.18 0.60 0.108 0.168 5.30 6.57 0.71 1.10 636.20 633.80 86.5 0.01 0.0278 15 10.76 5.55 0.26 INLETS {N SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL w y O c _ � m a o r+ •o 'c � � m n. � ro t � o Q rn ro o � 3 •� o a o o � ° ts6 O iD J � o ca •° o � � p � � m a a °> d C'J v� . co � can cn w° •o -a I= � left 0.20 0.60 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.21 0.60 0.126 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.94 0.68 STR 76 3C 6.0 combined flow 1.0 0.13 0.274 6.28 left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0830 4.1500 8.35 0.68 right 0.25 0.60 0.150 0.60 0.00 0.60 0.0010 0.0200 2.0 0.0830 4.1500 8.48 0.68 STR 74 3C 6.0 combined flow 1.2 0.14 0.309 7.08 left 0.12 0.70 0.084 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 6.82 0.68 right 0.13 0.70 0.091 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.03 0.67 STR 78 3C 6.0 combined flow 0.7 0.10 0.219 5.01 left 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 right 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 STR 80 3C 8.0 combined flow 1.4 0.14 0.305 6.98 left 0.09 0.82 0.074 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0830 4.1500 6.50 0.78 right 0.10 0.82 0.082 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0830 4.1500 6.76 0.78 STR 86 3C 6.0 combined flow 0.6 0.09 0.202 4.64 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.72 right 0.15 0.70 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 STR 84 3C 6.0 combined flow, 0.9 0.12 0.252 5.78 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.5G (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) N " Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in c fl- .--. � Y o iu v ro w w v � � v N -� N d N w rn N D _^ O N N � @ ro N � -a ro O ro � � � x � p � v N i ro -' a > � ¢ U U C1 C3 C3 u) � cn � � can F�; w -o a 1•= o: left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0830 4.1500 9.36) 0.59 right 0.21 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0830 4.1500 9.53 0.59 STR 76 3C 6:0 combined flow 1.6 0.17 0.379 8.69 left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0830 4.1500 10.02 0.59 right 0.25 0.60 0.150 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0830 4.1500 10.17 0.59 STR 74 3C 6.0 combined flow 1.9 0.20 0.427 9.78 left 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0830 4.1500 8.18 0.65 right 0.13 0.70 0.091 0.59 0.00 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.43 0.65 STR 78 3C 6.0 combined flow 1.1 0.14 0.302 6.92 left 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.75 0.55 right 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.751 0.55 STR 80 3C 8.0 combined flow 2.3 0.19 0.421 9.65 left 0.09 0.82 0.074 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.10 0.82 0.082 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.69 STR 86 3C 6.0 combined flow 1.0 0.13 0.280 6.41 left 0.16 0.70 0.112 0.73 0.01 0.74 0.0010 0.0200 2.0 0.0830 4.1500 9.16 0.61 right 0.15 0.70 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.61 STR 84 3C 6.0 combined flow 1.4 0.16 0.350 8.03 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 • • 1 : • ' : ®�� 1 111 ! 1 1 • 1 i ------_--��_ -_ CU E 16 • __-��___-_--- i 11 0Q ! i 1 m 1 11� 1 1 • 1 1 ••• I MOM • 1 • 1 ® 1 . 1 111 ®� 1 { _-----_--��___ ce Lu PIPE DESIGN n = O.Q13 for RCP n = 0.01 for HDPE Pipe Hydrology PI e d � U w '� � y- O U •�-'' w `� O U -co .�. N 1= _ U C ro 2 of ° a = v U � m o m � cn w C3 al 1� Pipe run: 76-OUT 76 74 0.41 0.60 0.246 0.246 5.00 6.67 1.64 1.64 631.20 631.00 36.0 0.01 0.0056 15 4.81 3.54 0.17 74 72 0.49 0.60 0.294 0.708 5.55 6.49 1.91 4.59 630.90 629.60 249.5 0.01 0.0052 15 4.66 4.33 0.96 72 70 0.10 0.75 0.075 0.881 6.52 6.20 0.47 5.46 629.50 626.90 96.6 0.01 0.0269 15 10.60 8.64 0.19 70 68 0.16 0.75 0.120 1.120 6.70 6.15 0.74 6.89 626.80 623.20 98.3 0.01 0.0366 15 12.36 10.32 0.16 68 66 0.03 0.82 0.025 2.136 6.86 6.11 0.15 13.04 622.80 619.00 145.1 0.01 0.0262 18 17.00 10.58 0.23 66 OUT 0.12 0.82 0.098 3.545 7.19 6.02 0.59 21.33 612.60 611.30 125.7 0.01 0.0103 24 23.01 8.32 0.25 Pipe run: 728 -72 72B 72 0.14 0.70 0.098 0.098 5.00 6.67 0.65 0.65 631.00 630.80 36.3 0.01 0.0055 15 4.79 2.67 0.23 Pipe run: 70B -70 70B 70 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 627.10 626.90 36.0 0.01 0.0056 15 4.81 2.87 0.21 Pipe run: 78F�8 78F 78D 0.44 0.55 0.242 0.242 5.00 6.67 1.61 1.61 629.00 626.60 68.4 0.01 0.0351 15 12.10 6.75 0.17 78D 78B 0.42 0.70 0.294 0.536 5.17 6.61 1.94 3.54 626.50 626.10 36.0 0.01 0.0111 15 6.81 5.59 0.11 78B 78 0.39 0.70 0.273 0.809 5.28 6.58 1.80 5.32 626.00 624.50 65.7 0.01 0.0228 15 9.76 8.08 0.14 78 68 0.26 0.70 0.182 0.991 5.41 6.54 1.19 6.48 624.40 623.30 86.2 0.01 0.0128 15 7.30 6.71 0.21 Pipe run: 80 -78 80 78 0.58 0.60 0.348 0.348 5.00 6.67 2.32 2.32 624.80 624.50 36.1 0.01 0.0083 15 5.89 4.48 0.13 Pipe run: 96 -66 96 94 0.17 0.75 0.128 0.128 5.00 6.67 0.85 0.85 632.30 632.10 36.1 0.01 0.0055 15 4.81 2.93 0.21 94 92 0.12 0.80 0.096 0.224 5.21 6.60 0.63 1.48 632.00 631.50 78.8 0.01 0.0063 15 5.14 3.59 0.37 92 90 0.05 0.82 0.041 0.342 5.57 6.48 0.27 2.21 629.20 628.00 85.9 0.01 0.0140 15 7.63 5.32 0.27 90 88 0.05 0.82 0.041 0.474 5.84 6.40 0.26 3.03 624.30 621.00 113.7 0.01 0.0290 15 11.00 7.56 0.25 88 86 0.08 0.82 0.066 0.658 6.09 6.32 0.41 4.16 617.40 616.40 151.7 0.01 0.0066 15 5.24 4.74 0.53 86 84 0.19 0.82 0.156 0.814 6.63 6.17 0.96 5.02 614.10 613.80 36.1 0.01 0.0083 15 5.89 5, 39 0.11 84 82 0.31 0.70 0.217 1.031 6.74 6.14 1.33 6.33 613.70 613.00 107.0 0.01 0.0065 18 8.50 5.26 0.34 82 66 0.40 0.70 0.280 1.311 7.08 6.05 1.69 7.93 612.90 612.70 36.0 0.01 0.0056 24 16.85 5.27 0.11 Pipe run: 92B -92 92B 92 0.11 0.70 0.077 0.077 5.00 6.67 0.51 0.51 629.55 629.30 36.1 0.01 0.0069 15 5.38 2.70 0.22 Pipe run: 90B -90 906 90 0.13 0.70 0.091 0.091 5.00 6.67 0.61 0.61 624.60 624.40 36.2 0.01 0.0055 15 4.80 2.61 0.23 mom =I Pipe run: 888 -88 886 88 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 617.70 617.50 36.2 0.01 0.0055 15 4.80 2.86 0.21 Pipe run: 74D -74 74D 746 0.10 0.60 0.060 0.060 5.00 6.67 0.40 0.40 636.80 636.30 50.1 0.01 0.0100 15 6.45 2.83 0.30 748 74 0.18 0.60 0.108 0.168 5.30 6.57 0.71 1.10 636.20 633.80 86.5 0.01 0.0278 15 10.76 5.55 0.26 INLETS {N SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL w y O c _ � m a o r+ •o 'c � � m n. � ro t � o Q rn ro o � 3 •� o a o o � ° ts6 O iD J � o ca •° o � � p � � m a a °> d C'J v� . co � can cn w° •o -a I= � left 0.20 0.60 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.21 0.60 0.126 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.94 0.68 STR 76 3C 6.0 combined flow 1.0 0.13 0.274 6.28 left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0830 4.1500 8.35 0.68 right 0.25 0.60 0.150 0.60 0.00 0.60 0.0010 0.0200 2.0 0.0830 4.1500 8.48 0.68 STR 74 3C 6.0 combined flow 1.2 0.14 0.309 7.08 left 0.12 0.70 0.084 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 6.82 0.68 right 0.13 0.70 0.091 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.03 0.67 STR 78 3C 6.0 combined flow 0.7 0.10 0.219 5.01 left 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 right 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 STR 80 3C 8.0 combined flow 1.4 0.14 0.305 6.98 left 0.09 0.82 0.074 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0830 4.1500 6.50 0.78 right 0.10 0.82 0.082 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0830 4.1500 6.76 0.78 STR 86 3C 6.0 combined flow 0.6 0.09 0.202 4.64 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.72 right 0.15 0.70 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 STR 84 3C 6.0 combined flow, 0.9 0.12 0.252 5.78 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.5G (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) N " Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in c fl- .--. � Y o iu v ro w w v � � v N -� N d N w rn N D _^ O N N � @ ro N � -a ro O ro � � � x � p � v N i ro -' a > � ¢ U U C1 C3 C3 u) � cn � � can F�; w -o a 1•= o: left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0830 4.1500 9.36) 0.59 right 0.21 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0830 4.1500 9.53 0.59 STR 76 3C 6:0 combined flow 1.6 0.17 0.379 8.69 left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0830 4.1500 10.02 0.59 right 0.25 0.60 0.150 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0830 4.1500 10.17 0.59 STR 74 3C 6.0 combined flow 1.9 0.20 0.427 9.78 left 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0830 4.1500 8.18 0.65 right 0.13 0.70 0.091 0.59 0.00 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.43 0.65 STR 78 3C 6.0 combined flow 1.1 0.14 0.302 6.92 left 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.75 0.55 right 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.751 0.55 STR 80 3C 8.0 combined flow 2.3 0.19 0.421 9.65 left 0.09 0.82 0.074 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.10 0.82 0.082 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.69 STR 86 3C 6.0 combined flow 1.0 0.13 0.280 6.41 left 0.16 0.70 0.112 0.73 0.01 0.74 0.0010 0.0200 2.0 0.0830 4.1500 9.16 0.61 right 0.15 0.70 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.61 STR 84 3C 6.0 combined flow 1.4 0.16 0.350 8.03 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 PIPE DESIGN n = O.Q13 for RCP n = 0.01 for HDPE Pipe Hydrology PI e d � U w '� � y- O U •�-'' w `� O U -co .�. N 1= _ U C ro 2 of ° a = v U � m o m � cn w C3 al 1� Pipe run: 76-OUT 76 74 0.41 0.60 0.246 0.246 5.00 6.67 1.64 1.64 631.20 631.00 36.0 0.01 0.0056 15 4.81 3.54 0.17 74 72 0.49 0.60 0.294 0.708 5.55 6.49 1.91 4.59 630.90 629.60 249.5 0.01 0.0052 15 4.66 4.33 0.96 72 70 0.10 0.75 0.075 0.881 6.52 6.20 0.47 5.46 629.50 626.90 96.6 0.01 0.0269 15 10.60 8.64 0.19 70 68 0.16 0.75 0.120 1.120 6.70 6.15 0.74 6.89 626.80 623.20 98.3 0.01 0.0366 15 12.36 10.32 0.16 68 66 0.03 0.82 0.025 2.136 6.86 6.11 0.15 13.04 622.80 619.00 145.1 0.01 0.0262 18 17.00 10.58 0.23 66 OUT 0.12 0.82 0.098 3.545 7.19 6.02 0.59 21.33 612.60 611.30 125.7 0.01 0.0103 24 23.01 8.32 0.25 Pipe run: 728 -72 72B 72 0.14 0.70 0.098 0.098 5.00 6.67 0.65 0.65 631.00 630.80 36.3 0.01 0.0055 15 4.79 2.67 0.23 Pipe run: 70B -70 70B 70 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 627.10 626.90 36.0 0.01 0.0056 15 4.81 2.87 0.21 Pipe run: 78F�8 78F 78D 0.44 0.55 0.242 0.242 5.00 6.67 1.61 1.61 629.00 626.60 68.4 0.01 0.0351 15 12.10 6.75 0.17 78D 78B 0.42 0.70 0.294 0.536 5.17 6.61 1.94 3.54 626.50 626.10 36.0 0.01 0.0111 15 6.81 5.59 0.11 78B 78 0.39 0.70 0.273 0.809 5.28 6.58 1.80 5.32 626.00 624.50 65.7 0.01 0.0228 15 9.76 8.08 0.14 78 68 0.26 0.70 0.182 0.991 5.41 6.54 1.19 6.48 624.40 623.30 86.2 0.01 0.0128 15 7.30 6.71 0.21 Pipe run: 80 -78 80 78 0.58 0.60 0.348 0.348 5.00 6.67 2.32 2.32 624.80 624.50 36.1 0.01 0.0083 15 5.89 4.48 0.13 Pipe run: 96 -66 96 94 0.17 0.75 0.128 0.128 5.00 6.67 0.85 0.85 632.30 632.10 36.1 0.01 0.0055 15 4.81 2.93 0.21 94 92 0.12 0.80 0.096 0.224 5.21 6.60 0.63 1.48 632.00 631.50 78.8 0.01 0.0063 15 5.14 3.59 0.37 92 90 0.05 0.82 0.041 0.342 5.57 6.48 0.27 2.21 629.20 628.00 85.9 0.01 0.0140 15 7.63 5.32 0.27 90 88 0.05 0.82 0.041 0.474 5.84 6.40 0.26 3.03 624.30 621.00 113.7 0.01 0.0290 15 11.00 7.56 0.25 88 86 0.08 0.82 0.066 0.658 6.09 6.32 0.41 4.16 617.40 616.40 151.7 0.01 0.0066 15 5.24 4.74 0.53 86 84 0.19 0.82 0.156 0.814 6.63 6.17 0.96 5.02 614.10 613.80 36.1 0.01 0.0083 15 5.89 5, 39 0.11 84 82 0.31 0.70 0.217 1.031 6.74 6.14 1.33 6.33 613.70 613.00 107.0 0.01 0.0065 18 8.50 5.26 0.34 82 66 0.40 0.70 0.280 1.311 7.08 6.05 1.69 7.93 612.90 612.70 36.0 0.01 0.0056 24 16.85 5.27 0.11 Pipe run: 92B -92 92B 92 0.11 0.70 0.077 0.077 5.00 6.67 0.51 0.51 629.55 629.30 36.1 0.01 0.0069 15 5.38 2.70 0.22 Pipe run: 90B -90 906 90 0.13 0.70 0.091 0.091 5.00 6.67 0.61 0.61 624.60 624.40 36.2 0.01 0.0055 15 4.80 2.61 0.23 mom =I Pipe run: 888 -88 886 88 0.17 0.70 0.119 0.119 5.00 6.67 0.79 0.79 617.70 617.50 36.2 0.01 0.0055 15 4.80 2.86 0.21 Pipe run: 74D -74 74D 746 0.10 0.60 0.060 0.060 5.00 6.67 0.40 0.40 636.80 636.30 50.1 0.01 0.0100 15 6.45 2.83 0.30 748 74 0.18 0.60 0.108 0.168 5.30 6.57 0.71 1.10 636.20 633.80 86.5 0.01 0.0278 15 10.76 5.55 0.26 INLETS {N SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL w y O c _ � m a o r+ •o 'c � � m n. � ro t � o Q rn ro o � 3 •� o a o o � ° ts6 O iD J � o ca •° o � � p � � m a a °> d C'J v� . co � can cn w° •o -a I= � left 0.20 0.60 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.21 0.60 0.126 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.94 0.68 STR 76 3C 6.0 combined flow 1.0 0.13 0.274 6.28 left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0830 4.1500 8.35 0.68 right 0.25 0.60 0.150 0.60 0.00 0.60 0.0010 0.0200 2.0 0.0830 4.1500 8.48 0.68 STR 74 3C 6.0 combined flow 1.2 0.14 0.309 7.08 left 0.12 0.70 0.084 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 6.82 0.68 right 0.13 0.70 0.091 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.03 0.67 STR 78 3C 6.0 combined flow 0.7 0.10 0.219 5.01 left 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 right 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 STR 80 3C 8.0 combined flow 1.4 0.14 0.305 6.98 left 0.09 0.82 0.074 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0830 4.1500 6.50 0.78 right 0.10 0.82 0.082 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0830 4.1500 6.76 0.78 STR 86 3C 6.0 combined flow 0.6 0.09 0.202 4.64 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.72 right 0.15 0.70 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 STR 84 3C 6.0 combined flow, 0.9 0.12 0.252 5.78 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.5G (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) N " Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in c fl- .--. � Y o iu v ro w w v � � v N -� N d N w rn N D _^ O N N � @ ro N � -a ro O ro � � � x � p � v N i ro -' a > � ¢ U U C1 C3 C3 u) � cn � � can F�; w -o a 1•= o: left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0830 4.1500 9.36) 0.59 right 0.21 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0830 4.1500 9.53 0.59 STR 76 3C 6:0 combined flow 1.6 0.17 0.379 8.69 left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0830 4.1500 10.02 0.59 right 0.25 0.60 0.150 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0830 4.1500 10.17 0.59 STR 74 3C 6.0 combined flow 1.9 0.20 0.427 9.78 left 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0830 4.1500 8.18 0.65 right 0.13 0.70 0.091 0.59 0.00 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.43 0.65 STR 78 3C 6.0 combined flow 1.1 0.14 0.302 6.92 left 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.75 0.55 right 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.751 0.55 STR 80 3C 8.0 combined flow 2.3 0.19 0.421 9.65 left 0.09 0.82 0.074 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.10 0.82 0.082 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.69 STR 86 3C 6.0 combined flow 1.0 0.13 0.280 6.41 left 0.16 0.70 0.112 0.73 0.01 0.74 0.0010 0.0200 2.0 0.0830 4.1500 9.16 0.61 right 0.15 0.70 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.61 STR 84 3C 6.0 combined flow 1.4 0.16 0.350 8.03 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 INLETS {N SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL w y O c _ � m a o r+ •o 'c � � m n. � ro t � o Q rn ro o � 3 •� o a o o � ° ts6 O iD J � o ca •° o � � p � � m a a °> d C'J v� . co � can cn w° •o -a I= � left 0.20 0.60 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.21 0.60 0.126 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.94 0.68 STR 76 3C 6.0 combined flow 1.0 0.13 0.274 6.28 left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0830 4.1500 8.35 0.68 right 0.25 0.60 0.150 0.60 0.00 0.60 0.0010 0.0200 2.0 0.0830 4.1500 8.48 0.68 STR 74 3C 6.0 combined flow 1.2 0.14 0.309 7.08 left 0.12 0.70 0.084 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 6.82 0.68 right 0.13 0.70 0.091 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.03 0.67 STR 78 3C 6.0 combined flow 0.7 0.10 0.219 5.01 left 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 right 0.29 0.60 0.174 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 8.96 0.61 STR 80 3C 8.0 combined flow 1.4 0.14 0.305 6.98 left 0.09 0.82 0.074 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0830 4.1500 6.50 0.78 right 0.10 0.82 0.082 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0830 4.1500 6.76 0.78 STR 86 3C 6.0 combined flow 0.6 0.09 0.202 4.64 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.72 right 0.15 0.70 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 STR 84 3C 6.0 combined flow, 0.9 0.12 0.252 5.78 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.5G (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) N " Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in c fl- .--. � Y o iu v ro w w v � � v N -� N d N w rn N D _^ O N N � @ ro N � -a ro O ro � � � x � p � v N i ro -' a > � ¢ U U C1 C3 C3 u) � cn � � can F�; w -o a 1•= o: left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0830 4.1500 9.36) 0.59 right 0.21 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0830 4.1500 9.53 0.59 STR 76 3C 6:0 combined flow 1.6 0.17 0.379 8.69 left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0830 4.1500 10.02 0.59 right 0.25 0.60 0.150 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0830 4.1500 10.17 0.59 STR 74 3C 6.0 combined flow 1.9 0.20 0.427 9.78 left 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0830 4.1500 8.18 0.65 right 0.13 0.70 0.091 0.59 0.00 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.43 0.65 STR 78 3C 6.0 combined flow 1.1 0.14 0.302 6.92 left 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.75 0.55 right 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.751 0.55 STR 80 3C 8.0 combined flow 2.3 0.19 0.421 9.65 left 0.09 0.82 0.074 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.10 0.82 0.082 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.69 STR 86 3C 6.0 combined flow 1.0 0.13 0.280 6.41 left 0.16 0.70 0.112 0.73 0.01 0.74 0.0010 0.0200 2.0 0.0830 4.1500 9.16 0.61 right 0.15 0.70 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.61 STR 84 3C 6.0 combined flow 1.4 0.16 0.350 8.03 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.5G (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) N " Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in c fl- .--. � Y o iu v ro w w v � � v N -� N d N w rn N D _^ O N N � @ ro N � -a ro O ro � � � x � p � v N i ro -' a > � ¢ U U C1 C3 C3 u) � cn � � can F�; w -o a 1•= o: left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0830 4.1500 9.36) 0.59 right 0.21 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0830 4.1500 9.53 0.59 STR 76 3C 6:0 combined flow 1.6 0.17 0.379 8.69 left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0830 4.1500 10.02 0.59 right 0.25 0.60 0.150 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0830 4.1500 10.17 0.59 STR 74 3C 6.0 combined flow 1.9 0.20 0.427 9.78 left 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0830 4.1500 8.18 0.65 right 0.13 0.70 0.091 0.59 0.00 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.43 0.65 STR 78 3C 6.0 combined flow 1.1 0.14 0.302 6.92 left 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.75 0.55 right 0.29 0.60 0.174 1.13 0.00 1.13 0.0010 0.0200 2.0 0.0830 4.1500 10.751 0.55 STR 80 3C 8.0 combined flow 2.3 0.19 0.421 9.65 left 0.09 0.82 0.074 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0830 4.1500 7.80 0.69 right 0.10 0.82 0.082 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.69 STR 86 3C 6.0 combined flow 1.0 0.13 0.280 6.41 left 0.16 0.70 0.112 0.73 0.01 0.74 0.0010 0.0200 2.0 0.0830 4.1500 9.16 0.61 right 0.15 0.70 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.61 STR 84 3C 6.0 combined flow 1.4 0.16 0.350 8.03 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U � N � N � ^ O U > o o U m � c� 3 � •� � > o o � cn a• m o ro ° ro G O t O � O U �' E ro D Q •a x 3 3 0 3 m - •� - -n ro m � > � a c i v? cn � cn cn i-= w � in co _, J of c� 66 36 8.0 0.12 0.82 0.098 0.39 0.00 0.39 0.0457 0.0200 2.0 0.0830 4.1500 3.54 0.97 3.5120 0.1463 0.1619 6.05 1.32 1.00 0.39 0.00 - 82 36 12.0 0.40 0.70 0.280 1.12 0.00 1.12 0.0457 0.0200 2.0 0.0830 4.1500 5.23 0.87 3.5120 0.1463 0.1473 9.94 1.21 1.00 1.12 0.00 - 68 3B 6.0 0.03 0.82 0.025 0.10 0.00 0.10 0.0457 0.0200 2.0 0.0830 4.1500 2.10 1.00 3.5120 0.1463 0.1663 3.33 1.80 1.00 0.10 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.09 0.00 1.09 0.0333 0.0200 2.0 0.0830 4.1500 5.50 0.85 3.5120 0.1463 0.1444 9.06 1.33 1.00 1.09 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.18 0.09 1.27 0.0333 0.0200 2.0 0.0830 4.1500 5.81 0.78 3.5120 0.1463 0.1341 10.07 1.39 1.00 1.27 0.00 - 70 36 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.62 1.21 1.00 0.48 0.00 - 70B 36 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0457 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.48 0.00 - 72 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 4.24 1.42 1.00 0.30 0.00 - 726 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 4.80 1.25 1.00 0.39 0.00 - 88 3B 6.0 0.08 0.82 0.066 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 3.11 0.98 3.5120 0.1463 0.1634 4.88 1.23 1.00 0.26 0.00 - 88B 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0400 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 6.37 1.26 1.00 0.48 0.00 - 90 36 6.0 0.05 0.82 0.041 0.16 0.00 0.16 0.0592 0.0200 2.0 0.0830 4.1500 2.43 0.99 3.5120 0.1463 0.1649 4.48 1.34 1.00 0.16 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0592 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 6.30 1.27 1.00 0.36 0.00 - 92 3B 6.0 0.05 0.82 0,041 0.16 0.00 0.16 0.0400 0.0200 2.0 0.0830 4.1500 2.61 0.99 3.5120 0.1463 0.1649 3.98 1.51 1.00 0.16 0.00 - 92B 36 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0400 0.0200 2.0 0.0830 4.1500 3.31 0.98 3.5120 0.1463 0.1634 5.22 1.53 1.00 0.31 0.00 - 94 36 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0250 0.0200 2.0 0.0830 4.1500 3.92 0.95 3.5120 0.1463 0.1590 5.06 1.19 1.00 0.38 0.00 - 96 36 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0250 0.0200 2.0 0.0830 4.1500 4.36 0.92 3.5120 0.1463 0.1546 5.79 1.38 1.00 0.51 0.00 - 78F 36 6.0 0.44 0.55 0.242 0.97 0.00 0.97 0.0333 0.0200 2.0 0.0830 4.1500 5.26 0.92 3.5120 0.1463 0.1546 8.26 0.87 0.90 0.87 0.09 78D 748 36 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0333 0.0200 2.0 0.0830 4.1500 3.89 0.95 3.5120 0.1463 0.1590 5.79 0.87 1.00 0.43 0.00 74D 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0333 0.0200 2.0 0.0830 4.1500 3.12 0.99 3.5120 0.1463 0.1649 4.43 0.87 1.00 0.24 0.00 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 INLETS ON GRADI ,DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6;.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr foq capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inle � v v J Q. � � ° � o x W o d B � c w � o 0 0 0 co � � o 0 C O y Q (L O U � � � � { 11 II sv J � 0_ > J Q U U O O O UJ !A � (A fA 1- W N i (A Cn J J W C� C'i U � 66 3B 8.0 0.12 0.82 0.098 0.64 0.00 0.64 0. 457 0.0200 2.0 0.0830 4.1500 4.24 0.93 3.5120 0.1463 0.1561 7.59 1.05 1.00 0.64 0.00 - 82 3B 12.0 0.40 0.70 0.280 1.82 0.00 1.82 0.0457 0.0200 2.0 0.0830 4.1500 6.28 0.80 3.5120 0,1463 0.1371 12.73 0.94 0.99 1.81 0.01 84 68 ( 3B 6.0 0.03 0.82 0.025 0.16 0.00 0.16 0.0457 0.0200 2.0 0.0830 4.1500 2.52 0.99 3.5120 0.1463 0.1649 4.10 1.46 1.00 0.16 0.00 - 78B 3B 12.0 0.39 0.70 0.273 1.77 0.00 1.77 0. 333 0.0200 2.0 0.0830 4.1500 6.60 0.76 3.5120 0.1463 0.1312 11.76 1.02 1.00 1.77 0.00 - 78D 3B 14.0 0.42 0.70 0.294 1.91 0.31 2.22 O.g333 0.0200 2.0 0.0830 4.1500 7.18 0.69 3.5120 0.1 63 0.1210 13.57 1.03 1.00 2.22 0.00 - 70 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 O.Q457 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.14 3 0.1546 8.30 0.96 1.40 0.78 0.00 - 70B 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0457 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.14163 0.1546 8.27 0.97 1.00 0.77 0.00 - 72 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0. 200 0.0200 2.0 0.0830 4.1500 4.47 0.92 3.5120 0.1463 0.1546 5.32 1.13 1.00 0.49 0.00 - 72B 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 O.g200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.14jfi3 0.1488 6.09 0.99 1.00 0.64 0.00 - 88 38 6.0 0.08 0.82 0.066 0.43 0.00 0.43 0. 400 0.0200 2.0 0.0830 4.1500 3.74 0.96 3.5120 0.1 3 0.1605 6.05 0.99 1.00 0.43 0.00 - 88B 36 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0830 4.1500 4.67 0.90 3.5120 0.1463 0.1517 8.04 1.00 1.00 0.77 0.00 - 90 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0. X592 0.0200 2.0 0.0830 4.1500 2.91 0.99 3.5120 0.1463 0.1649 5.50 1.09 1.00 0.27 0.00 - 90B 3B 8.0 0.13 0.70 0.091 0.59 0.00 0.59 O. g592 0.0200 2.0 0.0830 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.81 1.02 1.00 0.59 0.00 - 92 3B 6.0 0.05 0.82 0.041 0.27 0.00 0.27 0.0400 0.0200 2.0 0.0830 4.1500 3.13 0.98 3.5120 0.1463 0.1634 4.91 1.22 1.00 0.27 0.00 - 92B 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.4400 0.0200 2.0 0.0830 4.1500 3.97 0.95 3.5120 0.1463 0.1590 6.51 1.23 1.00 0.50 0.00 - 94 3B 6.0 0.12 0.80 0.096 0.62 0.00 0.62 O.g250 0.0200 2.0 0.0830 4.1500 4.71 0.91 3.5120 0.1 63 0.1532 6.34 0.95 0.99 0.62 0.00 - 96 36 8.0 0.17 0.75 0.128 0.83 0.00 0.83 O.Q250 0.0200 2.0 0.0830 4.1500 5.23 0.89 3.5120 0.14j63 0.1502 7.23 1.11 1.00 0.83 0.00 - 78F 3B 6.0 0.44 0.55 0.242 1.57 0.00 1.57 O.g333 0.0200 2.0 0.0830 4.1500 6.31 0.92 3.5120 0.1 63 0.1546 10.13 0.87 0.80 1.26 0.31 78D 74B 3B 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0. 333 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.1463 0.1517 7,30 0.87 1.00 0.70 0.00 74D 3B 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0 0.0830 0.0200 2.0 0.0830 4.1500 3.74 0.99 3.5120 0.1 63 0.1649 5.43 0.87 1.00 0.39 0.00 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet 65 24 8.2 20.4 21 67 18 4.9 13.3 20 69 1$ 5.4 14.3 2Q 71 18 6.8 17.1 20 73 18 10.6 24.7 25 75 18 5.2 13.9 20 77 18 5.1 13.7 20 78A 15 5.2 13.7 20 78C 15 4.8 12.9 20 78E 15 4.6 12.5 20 70A 15 5.2 13.7 20 79 15 4, 8 12.9 20 72A 15 5.2 13.7 20 81 24 7.6 19.2 20 83 18 7.8 19.1 20 85 15 5.3 13.9 20 87 15 5.3 13.9 20 89 15 5.3 13.9 20 91 15 5.5 14.3 20 93 15 5.5 14.3 20 95 15 5.1 13.5 20 88A 15 5.3 13.9 20 90A 15 5.2 13.7 20 92A 15 5.1 13.5 20 74B 15 4.1 11.45 20 74D 15 3.1 9.45 2Q C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 C7 z w w z c� z w z J 0 U 0 ;v 0 0 U 0 L 0 x 0 a. 0 s 3 c .Y O c 0 U 0 U L D c a c O U c 0 U 0 ° O c U C i 0 0 M 0 3 TH OF U Table 7: Grade Inlet Design Table SCOTT`R. COLLINS'Z Design Storm Year= 10 U No. 35791 7� �� Design Year: 10 Proj ect: Connector Road Job #: # # # ## Prepared by: KKW o��sSIONAL����� z O a U w Z O H w Table 7: Grade Inlet Design Table Z W Q Q H -� Z Lo � z w O U O V U Q o ►-, Ln Ln o 0 w > > m o cn Table 8: Pipe Design Table z -- o ¢ z o H ,n o N W z U w a n a w H w � M M M H 00 o n N In � r N M m 0! 0 a ° sz Table 6: Sump Inlet Design Table ® o o W N -0 Q) J z J 0 F� O C rn 't ' a V , W W ° CL �1 0 �,I 0 J CL U ° n/ 3 Q 2 U 0 U 1 lVl �I o Uj L F1 T s .,� gutter longitudinal slope of 0.001 should be used in a sump condition y (�.'/, - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth W W z o - for inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilities i Ul NN. a � Z it z w W w z o z Vi z o U W O ,Ar' L i.i SZ � 'n< Q V > } U ® U N 0 0 _I ° {{-- E- N U ~ a°i LU p w Z3 U d ° JOB N0. 112066 N SCALE ° N/A ° ° 0 SHEET NO. n 24 PONT DOWNSTREAM DRAIN RUNOFF CA INLET RAIN RUNOFF INVERT LENGTH SLOPE DiA CAP A- VEL FLOW REMARKS STRUCTURE AREA COEFF. INCR ACCUM TIME FALL Q ELEVATIONS CITY TIME ACRES C MIIJ MIN C.F.S. UPPER LOWER FEET FT.7FT. INCHES C.F.S. F.P.S. SEC F58 0.12 0.67 0.08 0.08 5.00 6.67 0.5 OUT 624.30 612.40 43.18 0.2756 15 18.4 6.4 6.8 F58B 0.07 0.82 0.06 0.06 5.00 6.67 0.4 F58 624.80 624.30 40.03 0.0125 15 7.2 3.0 13.2 F50 0.12 0.83 0.10 0.10 5.00 6.67 0.7 F48 633.61 633.00 62.11 0.0098 15 6.4 3.3 18.8 F48 0.13 0.72 0.10 0.19 5.31 b.57 1.3 F46 632.90 627.70 123.73 0.0420 15 13.2 6.6 18.6 F46 0.15 0.80 0.12 0.42 5.62 6.47 2.7 F44 627.60 626.30 118.00 0.0110 15 6.8 5.2 22.9 F44 0.29 0.82 0.24 1 �4 6.23 6.28 7.8 OUT 617.50 613.75 43.41 0.0864 15 19.0 14.6 3.0 F46B DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET I NFORMAII ON Easement Width Provided feet NO. DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS F58 20 F47 15 3.1 9.5 20 DI -3B CG-6 10 +99.94 6 631.54 VDOT STD. IS -1 REQ'D F57 15 43.18 27.56% 624.30 612.40 CMP 9.7 20 F44A 15 3.4 10.1 F58B F55 15 3.2 9.7 20 F53 D { -3B CG-6 10 +40.03 6 631.55 VDOTSTD. IS -1 REQ'D F58A 15 40.03 1.25% 624.80 624.30 RCP3 20 CULVERT 16 +75 36 11.9 28.8 29 F50 DI -3B CG-6 13 +47.25 8 637.86 VDOTSTD. IS -1 REO'D F49 15 62.11 0.98% 633.61 633.00 RCP3 F48 DI -3B CG-6 12 +85.14 8 637.79 VDOTSTD. IS -1 REQ'D F47 15 123.73 4.20% 632.90 627.70 RCP3 F46 DI -3B CG-6 11 +61.41 8 632.71 VDOTSTD. IS -1 REQ'D F45 15 118.00 1.10% 627.60 626.30 RCP3 F44 Di -3C CG-6 10 +43.41 8 631.20 VDOT STD. {S -1 REQ'D F43 15 43.41 8.64% 617.50 613.75 RCP3 F46B DI -3B CG-6 10 +59.25 8 632.71 VDOTSTD. IS -1 REQ'D F46A 15 59.25 1.28% 628.46 627.70 RCP3 F44B DI -3C CG-6 10 +53.06 6 631.18 VDOTSTD. IS -1 REQ'D F44A 15 53.06 0.51 % 626.57 626.30 RCP3 F56 DI -3B CG-6 13 +92.61 6 641.57 VDOT STD. IS -1 REQ'D F55 15 49.93 1.00% 637.20 636.70 RCP3 F54 DI -3B CG-6 13 +42.68 8 641.56 VDOTSTD. IS -1 REQ'D F53 15 148.34 3.30% 636.60 631.70 RCP3 F52 DI -3B CG-6 11 +94.35 8 635.32 VDOTSTD. {S -1 REQ'D F51 15 194.35 2.21 % 630.60 626.30 RCP3 F52B DI -3B CG-6 10 +48.05 8 635.34 VDOTSTD. IS -1 REQ'D F52A 15 48.05 0.83% 631.10 630.70 RCP3 0.13 0.82 0.11 0.11 5.00 6.b7 0.7 F46 628.46 627.70 59.25 0.012$ 15 7.3 3.8 15.7 F44B 0:22 0.82 0.1$ 0.18 5.00 6.67 1.2 F44 b26.57 626.30 53.06 0.0051 15 4.6 3.2 16.8 F56 0.07 0.82 0.06 0.06 5.00 6.67 0.4 F54 637.20 636.70 49.93 0.4100 15 6.5 2.8 17.6 F54 0.15 0.54 0.08 0.14 5.29 6.57 0.9 F52 636.b0 631.70 148.34 0.0330 l� 11.7 �.5 26.9 F52 0:?5 0.61 0.16 0.40 5.74 6.43 2.5 F44 630.60 626.30 194.35 0.0221 15 9.6 6.6 29.4 F52B 0.12 0.82 0.10 0.10 5.00 6.67 0.7 F52 631.10 630.70 48.05 0.0083 15 5.9 3.1 15.4 DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET I NFORMAII ON Easement Width Provided feet NO. DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS F58 20 F47 15 3.1 9.5 20 DI -3B CG-6 10 +99.94 6 631.54 VDOT STD. IS -1 REQ'D F57 15 43.18 27.56% 624.30 612.40 CMP 9.7 20 F44A 15 3.4 10.1 F58B F55 15 3.2 9.7 20 F53 D { -3B CG-6 10 +40.03 6 631.55 VDOTSTD. IS -1 REQ'D F58A 15 40.03 1.25% 624.80 624.30 RCP3 20 CULVERT 16 +75 36 11.9 28.8 29 F50 DI -3B CG-6 13 +47.25 8 637.86 VDOTSTD. IS -1 REO'D F49 15 62.11 0.98% 633.61 633.00 RCP3 F48 DI -3B CG-6 12 +85.14 8 637.79 VDOTSTD. IS -1 REQ'D F47 15 123.73 4.20% 632.90 627.70 RCP3 F46 DI -3B CG-6 11 +61.41 8 632.71 VDOTSTD. IS -1 REQ'D F45 15 118.00 1.10% 627.60 626.30 RCP3 F44 Di -3C CG-6 10 +43.41 8 631.20 VDOT STD. {S -1 REQ'D F43 15 43.41 8.64% 617.50 613.75 RCP3 F46B DI -3B CG-6 10 +59.25 8 632.71 VDOTSTD. IS -1 REQ'D F46A 15 59.25 1.28% 628.46 627.70 RCP3 F44B DI -3C CG-6 10 +53.06 6 631.18 VDOTSTD. IS -1 REQ'D F44A 15 53.06 0.51 % 626.57 626.30 RCP3 F56 DI -3B CG-6 13 +92.61 6 641.57 VDOT STD. IS -1 REQ'D F55 15 49.93 1.00% 637.20 636.70 RCP3 F54 DI -3B CG-6 13 +42.68 8 641.56 VDOTSTD. IS -1 REQ'D F53 15 148.34 3.30% 636.60 631.70 RCP3 F52 DI -3B CG-6 11 +94.35 8 635.32 VDOTSTD. {S -1 REQ'D F51 15 194.35 2.21 % 630.60 626.30 RCP3 F52B DI -3B CG-6 10 +48.05 8 635.34 VDOTSTD. IS -1 REQ'D F52A 15 48.05 0.83% 631.10 630.70 RCP3 Pipe No. Size inches Max Depth feet Easement Width Re 'd feet Easement Width Provided feet F57 15 5 13.3 20 F58A 15 3.4 10.1 20 F49 15 3.1 9.5 20 F47 15 3.1 9.5 20 F45 15 3.2 9.7 20 F43 15 13.7 30.7 31 F46A 15 3.2 9.7 20 F44A 15 3.4 10.1 20 F55 15 3.2 9.7 20 F53 15 3.8 10.9 20 F51 15 2.8 8.9 20 F52A 15 3.4 10.1 20 CULVERT 16 +75 36 11.9 28.8 29 • N • C N ® ® ® ® ® ® © © ® ®I ® ® © © ® ®® • INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE} Intensity 4.00 (Intensify is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL N '� � O U a N N � lil O c ` c a rn '� � � o � o -o � 16 o � 3 U � s � > o c ° �' � c � x > m � o m °- x o � v) Q � o m 4 •�` � n '� co 15 � � y w II u � J c � ° FL °> W � can ran I= w° � -can cn ui ca C� ° a F58 3B 6.0 0.12 0.67 0.080 0.32 0.00 0.32 0.0100 0.0200 2.0 0.0830 4.1500 4.36 0.91 3.512 0.1463 0.1532 3.65 1.65 1.00 0.32 0.00 - F586 3B 6.0 0.07 0.82 0.057 0.23 0.00 0.23 0.0100 0.0200 2.0 0.0830 4.1500 3.84 0.88 3.512q 0.1463 0.1488 3.22 1.86 1.00 0.23 0.00 - F50 3B 8.0 0.12 0.83 0.099 0.40 0.00 0.40 0.0540 0.0200 2.0 0.0830 4.1500 3.43 0.98 3.512q 0.1463 0.1634 6.34 1.26 1.00 0.40 0.00 - F48 3B 8.0 0.13 0.72 0.095 0.38 0.00 0.38 0.0540 0.0200 2.0 0.0830 4.1500 3.38 0.98 3.512 0.1463 0.1634 6.24 1.28 1.00 0.38 0.00 - F46 3B 8.0 0.15 0.80 0.116 0.47 0.00 0.47 0.0260 0.0200 2.0 0.0830 4.1500 4.18 0.95 3.512 0.1463 0.1590 5.54 1.44 1.00 0.47 0.00 - F46B 3B 8.0 0.13 0.82 0.108 0.43 0.00 0.43 0.0260 0.0200 2.0 0.0830 4.1500 4.07 0.95 3.512 0.1463 0.1590 5.38 1.49 1.00 0.43 0.00 - F56 3B 6.0 0.07 0.82 0.060 0.24 0.00 0.24 0.0270 0.0200 2.0 0.0830 4.1500 3.24 0.98 3.512 0.1463 0.1634 4.17 1.44 1.00 0.24 0.00 - F54 3B 8.0 0.15 0.54 0.079 0.32 0.00 0.32 0.0270 0.0200 2.0 0.0830 4.1500 3.60 0.88 3.512 0.1463 0.1488 4.97 1.61 1.00 fl.32 0.00 - F52 3B 8.0 0.25 0.61 0.155 0.62 0.00 0.62 0.0360 0.0200 2.0 0.0830 4.1500 4.39 0.93 3.5120 0.1463 0.1561 6.98 1.15 1.00 0.62 0.00 - F526 3B 8.0 0.12 0.82 0.101 0.40 0.00 0.40 0.0360 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.512Q 0.1463 0.1605 5.73 1.40 1.00 0.40 0.00 - INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE} Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � P � N N � N G v N c a � O N W N O L (0 CM N � � U O x � Ll.l � Z' a� ° L: 4 ° 0 0 3 o m � 4 0 v ° � CU � CD I j uai 02 u � C7 Ell m E n. > co 'S U) in F58 36 6.0 0.12 0.67 0.080 0.52 0.00 0.52 0.0100 0.0200 2.0 0.0830 4.1500 5.23 0.85 3.512 0.1463 0.1444 4.63 1.30 1.00 0.52 0.00 - F586 3B 6.0 0.07 0.82 0.057 0.37 0.00 0.37 0.0100 0.0200 2.0 0.0830 4.1500 4.61 0.83 3.512 0.1463 0.1415 4.07 1.47 1.00 0.37 0.00 - F50 3B 8.0 0.12 0.83 0.099 0.64 0.00 0.64 0.0540 0.0200 2.0 0.0830 4.1500 4.12 0.95 3.512 0.1463 0.1590 7.91 1.01 1.00 0.64 0.00 - F48 3B 8.0 0.13 0.72 0.095 0.62 0.00 0.62 0.0540 0.0200 2.0 0.0830 4.1500 4.06 0.95 3.512 0.1463 0.1590 7.78 1.03 1.00 0.62 0.00 - F46 36 8.0 0.15 0.80 0.116 0.76 0.00 0.76 0.0260 0.0200 2.0 0.0830 4.1500 5.02 0.88 3.512 0.1463 0.1488 7.08 1.13 1.00 0.76 0.00 - F46B 3B 8.0 0.13 0.82 0.108 0.70 0.00 0.70 0.0260 0.0200 2.0 0.0830 4.1500 4.89 0.89 3.512 0.1463 0.1502 6.82 1.17 1.00 0.70 0.00 - F56 3B 6.0 0.07 0.82 0.060 0.39 0.00 0.39 0.0270 0.0200 2.0 0.0830 4.1500 3.89 0.96 3.512 0.1463 0.1605 5.18 1.16 1.00 0.39 0.00 - F54 3B 8.0 0.15 0.54 0.079 0.52 0.00 0.52 0.0270 0.0200 2.0 0.0830 4.1500 4.32 0.80 3.512 0.1463 0.1371 6.41 1.25 1.00 0.52 0.00 - F52 3B 8.0 0.25 0.61 0.155 1.01 0.00 1.01 0.0360 0.0200 2.0 0.0830 4.1500 5.26 0.87 3.512 0.1463 0.1473 8.86 0.90 0.99 0.99 0.02 F44 F52B 3B 8.0 0.12 0.82 0.101 0.66 0.00 0.66 0.0360 0.0200 2.0 0.0830 4.1500 4.48 0.92 3.512 0.1463 0.1546 7.18 1.11 1.00 PIPE DESIGN � n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology � Pipe U N � C � i O U .-. rn 111 � (n a tl LL LY Pipe run: F58 -OUT F58 OUT 0.12 0.67 0.080 0.080 5.00 6.67 0.54 0.54 624.30 612.40 43.2 0.01 0.2756 15 18.37 6.38 0.11 Pipe run: F58B -F58 F58B F58 0.07 0.82 0.057 0.057 5.00 6.67 0.38 0.38 624.80 624.30 40.0 0.01 0.0125 15 7.22 3.04 0.22 Pipe run: F50 -OUT F50 F48 0.12 0.83 0.099 0.099 5.00 6.67 0.66 0.66 633.61 633.00 62.1 0.01 0.0098 15 6.40 3.30 0.31 F48 F46 0.13 0.72 0.095 0.194 5.31 6.57 0.62 1.27 632.90 627.70 123.7 0.01 0.0420 15 13.24 6.64 0.31 F46 F44 0.15 0.80 0.116 0.418 5.62 6.47 0.75 2.71 627.60 626.30 118.0 0.01 0.0110 15 6.78 5.16 0.38 F44 OUT 0.29 0.82 0.240 1.238 6.23 6.28 1.51 7.78 617.50 613.75 43.4 0.01 0.0864 15 18.99 14.61 0.05 Pipe run: F46B -F46 � F46B F46 0.13 0.82 0.108 0.108 5.00 6.67 0.72 0.72 628.46 627.70 59.3 0.01 0.0128 15 7.32 3.77 0.26 Pipe run: F44B -F44 F44B F44 0.22 0.82 0.184 0.184 5.00 6.67 1.23 1.23 626.57 626.30 53.1 0.01 0.0051 15 4.61 3.17 0.28 Pipe run: F56 -F44 F56 F54 0.07 0.82 0.060 0.060 5.00 6.67 0.40 0.40 637.20 636.70 49.9 0.01 0.0100 15 6.46 2.83 0.29 F54 F52 0.15 0.54 0.079 0.139 5.29 6.57 0.52 0.92 636.60 631.70 148.3 0.01 0.0330 15 11.74 5.52 0.45 F52 F44 0.25 0.61 0.155 0.395 5.74 6.43 1.00 2.54 630.60 626.30 194.4 0.01 0.0221 15 9.61 6.60 0.49 Pipe run: F52B -F52 F52B F52 0.12 0.82 0.101 0.101 5.00 6.67 0.67 0.67 631.10 630.70 48.1 0.01 0.0083 15 5.89 3.12 0.26 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U N N O CL rn m cn � o o � 0 o 0 0 0 •� v m �. n. r m N m a. a C.d � C� v7 . � � u � I-- W -a left 0.15 0.82 0.123 0.49 0.00 0.49 0.0010 0,0200 2.0 0.0830 4.1500 7.87 0.68 right 0.14 0.82 0.115 0.46 0.00 0.46 0.0010 0.0200 2.0 0.0830 4.1500 7.67 0.69 STR F44 3C 8.0 combined flow 1.0 0.11 0.236 5.42 left 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.01 0.75 right 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0,0200 2.0 0.0830 4.1500 7.01 0.75 STR F44B 3C 6.0 combined flow 0.7 0.10 0.223 5.11 Table 6: Sump Inl t Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6. '0 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 I let Hydrology Curb and Gutter Inlet � N v � � O N Q. 1T N p � U 30 'o 0 0 0 •3 U m � ia. U � N �7 � � � 'Q N N N 0 3 m c � O -� I- ° .� o U � rn Cl) a o a m (0 n. � .� ¢ U U G �U' 01 cn . cq � cA cn E- w° left 0.15 0.82 0.123 0.80 0.00 0.80 0.0010 0.0200 2.0 0.0830 4.1500 9.44 0.59 right 0.14 0.82 0.115 0.75 0.02 0.77. 0.0010 0.0200 2.0 0.0830 4.1500 9.20 0.61 STR F44 3C 8.0 combined flow 1.6 0.15 0.329 7.55 left 0.11 0.82 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 right 0.11 0.82 0.090.0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 STR F44B 3C 6.0 combined flow 1.2 0.14 0.308 7.06 * gutter longitudinal s ope of 0.001 should be used in a sump condition - grate inlets (DI -7} i open pavement areas will not have a curb spread, but will have inlet spread and dep h - for inlets draining t stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr onveyance to the facilities 6 z w w z CD z W z J J 0 v 0 c 0 U C L 3 vi 0 a x 0 3 C a s= a U c 0 U 0 c ° C a .Q c O U 7 ° 0 U O 0 O c U Q) a� 0 m 0 3 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE} Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � P � N N � N G v N c a � O N W N O L (0 CM N � � U O x � Ll.l � Z' a� ° L: 4 ° 0 0 3 o m � 4 0 v ° � CU � CD I j uai 02 u � C7 Ell m E n. > co 'S U) in F58 36 6.0 0.12 0.67 0.080 0.52 0.00 0.52 0.0100 0.0200 2.0 0.0830 4.1500 5.23 0.85 3.512 0.1463 0.1444 4.63 1.30 1.00 0.52 0.00 - F586 3B 6.0 0.07 0.82 0.057 0.37 0.00 0.37 0.0100 0.0200 2.0 0.0830 4.1500 4.61 0.83 3.512 0.1463 0.1415 4.07 1.47 1.00 0.37 0.00 - F50 3B 8.0 0.12 0.83 0.099 0.64 0.00 0.64 0.0540 0.0200 2.0 0.0830 4.1500 4.12 0.95 3.512 0.1463 0.1590 7.91 1.01 1.00 0.64 0.00 - F48 3B 8.0 0.13 0.72 0.095 0.62 0.00 0.62 0.0540 0.0200 2.0 0.0830 4.1500 4.06 0.95 3.512 0.1463 0.1590 7.78 1.03 1.00 0.62 0.00 - F46 36 8.0 0.15 0.80 0.116 0.76 0.00 0.76 0.0260 0.0200 2.0 0.0830 4.1500 5.02 0.88 3.512 0.1463 0.1488 7.08 1.13 1.00 0.76 0.00 - F46B 3B 8.0 0.13 0.82 0.108 0.70 0.00 0.70 0.0260 0.0200 2.0 0.0830 4.1500 4.89 0.89 3.512 0.1463 0.1502 6.82 1.17 1.00 0.70 0.00 - F56 3B 6.0 0.07 0.82 0.060 0.39 0.00 0.39 0.0270 0.0200 2.0 0.0830 4.1500 3.89 0.96 3.512 0.1463 0.1605 5.18 1.16 1.00 0.39 0.00 - F54 3B 8.0 0.15 0.54 0.079 0.52 0.00 0.52 0.0270 0.0200 2.0 0.0830 4.1500 4.32 0.80 3.512 0.1463 0.1371 6.41 1.25 1.00 0.52 0.00 - F52 3B 8.0 0.25 0.61 0.155 1.01 0.00 1.01 0.0360 0.0200 2.0 0.0830 4.1500 5.26 0.87 3.512 0.1463 0.1473 8.86 0.90 0.99 0.99 0.02 F44 F52B 3B 8.0 0.12 0.82 0.101 0.66 0.00 0.66 0.0360 0.0200 2.0 0.0830 4.1500 4.48 0.92 3.512 0.1463 0.1546 7.18 1.11 1.00 PIPE DESIGN � n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology � Pipe U N � C � i O U .-. rn 111 � (n a tl LL LY Pipe run: F58 -OUT F58 OUT 0.12 0.67 0.080 0.080 5.00 6.67 0.54 0.54 624.30 612.40 43.2 0.01 0.2756 15 18.37 6.38 0.11 Pipe run: F58B -F58 F58B F58 0.07 0.82 0.057 0.057 5.00 6.67 0.38 0.38 624.80 624.30 40.0 0.01 0.0125 15 7.22 3.04 0.22 Pipe run: F50 -OUT F50 F48 0.12 0.83 0.099 0.099 5.00 6.67 0.66 0.66 633.61 633.00 62.1 0.01 0.0098 15 6.40 3.30 0.31 F48 F46 0.13 0.72 0.095 0.194 5.31 6.57 0.62 1.27 632.90 627.70 123.7 0.01 0.0420 15 13.24 6.64 0.31 F46 F44 0.15 0.80 0.116 0.418 5.62 6.47 0.75 2.71 627.60 626.30 118.0 0.01 0.0110 15 6.78 5.16 0.38 F44 OUT 0.29 0.82 0.240 1.238 6.23 6.28 1.51 7.78 617.50 613.75 43.4 0.01 0.0864 15 18.99 14.61 0.05 Pipe run: F46B -F46 � F46B F46 0.13 0.82 0.108 0.108 5.00 6.67 0.72 0.72 628.46 627.70 59.3 0.01 0.0128 15 7.32 3.77 0.26 Pipe run: F44B -F44 F44B F44 0.22 0.82 0.184 0.184 5.00 6.67 1.23 1.23 626.57 626.30 53.1 0.01 0.0051 15 4.61 3.17 0.28 Pipe run: F56 -F44 F56 F54 0.07 0.82 0.060 0.060 5.00 6.67 0.40 0.40 637.20 636.70 49.9 0.01 0.0100 15 6.46 2.83 0.29 F54 F52 0.15 0.54 0.079 0.139 5.29 6.57 0.52 0.92 636.60 631.70 148.3 0.01 0.0330 15 11.74 5.52 0.45 F52 F44 0.25 0.61 0.155 0.395 5.74 6.43 1.00 2.54 630.60 626.30 194.4 0.01 0.0221 15 9.61 6.60 0.49 Pipe run: F52B -F52 F52B F52 0.12 0.82 0.101 0.101 5.00 6.67 0.67 0.67 631.10 630.70 48.1 0.01 0.0083 15 5.89 3.12 0.26 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U N N O CL rn m cn � o o � 0 o 0 0 0 •� v m �. n. r m N m a. a C.d � C� v7 . � � u � I-- W -a left 0.15 0.82 0.123 0.49 0.00 0.49 0.0010 0,0200 2.0 0.0830 4.1500 7.87 0.68 right 0.14 0.82 0.115 0.46 0.00 0.46 0.0010 0.0200 2.0 0.0830 4.1500 7.67 0.69 STR F44 3C 8.0 combined flow 1.0 0.11 0.236 5.42 left 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.01 0.75 right 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0,0200 2.0 0.0830 4.1500 7.01 0.75 STR F44B 3C 6.0 combined flow 0.7 0.10 0.223 5.11 Table 6: Sump Inl t Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6. '0 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 I let Hydrology Curb and Gutter Inlet � N v � � O N Q. 1T N p � U 30 'o 0 0 0 •3 U m � ia. U � N �7 � � � 'Q N N N 0 3 m c � O -� I- ° .� o U � rn Cl) a o a m (0 n. � .� ¢ U U G �U' 01 cn . cq � cA cn E- w° left 0.15 0.82 0.123 0.80 0.00 0.80 0.0010 0.0200 2.0 0.0830 4.1500 9.44 0.59 right 0.14 0.82 0.115 0.75 0.02 0.77. 0.0010 0.0200 2.0 0.0830 4.1500 9.20 0.61 STR F44 3C 8.0 combined flow 1.6 0.15 0.329 7.55 left 0.11 0.82 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 right 0.11 0.82 0.090.0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 STR F44B 3C 6.0 combined flow 1.2 0.14 0.308 7.06 * gutter longitudinal s ope of 0.001 should be used in a sump condition - grate inlets (DI -7} i open pavement areas will not have a curb spread, but will have inlet spread and dep h - for inlets draining t stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr onveyance to the facilities 6 z w w z CD z W z J J 0 v 0 c 0 U C L 3 vi 0 a x 0 3 C a s= a U c 0 U 0 c ° C a .Q c O U 7 ° 0 U O 0 O c U Q) a� 0 m 0 3 PIPE DESIGN � n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology � Pipe U N � C � i O U .-. rn 111 � (n a tl LL LY Pipe run: F58 -OUT F58 OUT 0.12 0.67 0.080 0.080 5.00 6.67 0.54 0.54 624.30 612.40 43.2 0.01 0.2756 15 18.37 6.38 0.11 Pipe run: F58B -F58 F58B F58 0.07 0.82 0.057 0.057 5.00 6.67 0.38 0.38 624.80 624.30 40.0 0.01 0.0125 15 7.22 3.04 0.22 Pipe run: F50 -OUT F50 F48 0.12 0.83 0.099 0.099 5.00 6.67 0.66 0.66 633.61 633.00 62.1 0.01 0.0098 15 6.40 3.30 0.31 F48 F46 0.13 0.72 0.095 0.194 5.31 6.57 0.62 1.27 632.90 627.70 123.7 0.01 0.0420 15 13.24 6.64 0.31 F46 F44 0.15 0.80 0.116 0.418 5.62 6.47 0.75 2.71 627.60 626.30 118.0 0.01 0.0110 15 6.78 5.16 0.38 F44 OUT 0.29 0.82 0.240 1.238 6.23 6.28 1.51 7.78 617.50 613.75 43.4 0.01 0.0864 15 18.99 14.61 0.05 Pipe run: F46B -F46 � F46B F46 0.13 0.82 0.108 0.108 5.00 6.67 0.72 0.72 628.46 627.70 59.3 0.01 0.0128 15 7.32 3.77 0.26 Pipe run: F44B -F44 F44B F44 0.22 0.82 0.184 0.184 5.00 6.67 1.23 1.23 626.57 626.30 53.1 0.01 0.0051 15 4.61 3.17 0.28 Pipe run: F56 -F44 F56 F54 0.07 0.82 0.060 0.060 5.00 6.67 0.40 0.40 637.20 636.70 49.9 0.01 0.0100 15 6.46 2.83 0.29 F54 F52 0.15 0.54 0.079 0.139 5.29 6.57 0.52 0.92 636.60 631.70 148.3 0.01 0.0330 15 11.74 5.52 0.45 F52 F44 0.25 0.61 0.155 0.395 5.74 6.43 1.00 2.54 630.60 626.30 194.4 0.01 0.0221 15 9.61 6.60 0.49 Pipe run: F52B -F52 F52B F52 0.12 0.82 0.101 0.101 5.00 6.67 0.67 0.67 631.10 630.70 48.1 0.01 0.0083 15 5.89 3.12 0.26 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U N N O CL rn m cn � o o � 0 o 0 0 0 •� v m �. n. r m N m a. a C.d � C� v7 . � � u � I-- W -a left 0.15 0.82 0.123 0.49 0.00 0.49 0.0010 0,0200 2.0 0.0830 4.1500 7.87 0.68 right 0.14 0.82 0.115 0.46 0.00 0.46 0.0010 0.0200 2.0 0.0830 4.1500 7.67 0.69 STR F44 3C 8.0 combined flow 1.0 0.11 0.236 5.42 left 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.01 0.75 right 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0,0200 2.0 0.0830 4.1500 7.01 0.75 STR F44B 3C 6.0 combined flow 0.7 0.10 0.223 5.11 Table 6: Sump Inl t Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6. '0 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 I let Hydrology Curb and Gutter Inlet � N v � � O N Q. 1T N p � U 30 'o 0 0 0 •3 U m � ia. U � N �7 � � � 'Q N N N 0 3 m c � O -� I- ° .� o U � rn Cl) a o a m (0 n. � .� ¢ U U G �U' 01 cn . cq � cA cn E- w° left 0.15 0.82 0.123 0.80 0.00 0.80 0.0010 0.0200 2.0 0.0830 4.1500 9.44 0.59 right 0.14 0.82 0.115 0.75 0.02 0.77. 0.0010 0.0200 2.0 0.0830 4.1500 9.20 0.61 STR F44 3C 8.0 combined flow 1.6 0.15 0.329 7.55 left 0.11 0.82 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 right 0.11 0.82 0.090.0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 STR F44B 3C 6.0 combined flow 1.2 0.14 0.308 7.06 * gutter longitudinal s ope of 0.001 should be used in a sump condition - grate inlets (DI -7} i open pavement areas will not have a curb spread, but will have inlet spread and dep h - for inlets draining t stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr onveyance to the facilities 6 z w w z CD z W z J J 0 v 0 c 0 U C L 3 vi 0 a x 0 3 C a s= a U c 0 U 0 c ° C a .Q c O U 7 ° 0 U O 0 O c U Q) a� 0 m 0 3 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U N N O CL rn m cn � o o � 0 o 0 0 0 •� v m �. n. r m N m a. a C.d � C� v7 . � � u � I-- W -a left 0.15 0.82 0.123 0.49 0.00 0.49 0.0010 0,0200 2.0 0.0830 4.1500 7.87 0.68 right 0.14 0.82 0.115 0.46 0.00 0.46 0.0010 0.0200 2.0 0.0830 4.1500 7.67 0.69 STR F44 3C 8.0 combined flow 1.0 0.11 0.236 5.42 left 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0830 4.1500 7.01 0.75 right 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0,0200 2.0 0.0830 4.1500 7.01 0.75 STR F44B 3C 6.0 combined flow 0.7 0.10 0.223 5.11 Table 6: Sump Inl t Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6. '0 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 I let Hydrology Curb and Gutter Inlet � N v � � O N Q. 1T N p � U 30 'o 0 0 0 •3 U m � ia. U � N �7 � � � 'Q N N N 0 3 m c � O -� I- ° .� o U � rn Cl) a o a m (0 n. � .� ¢ U U G �U' 01 cn . cq � cA cn E- w° left 0.15 0.82 0.123 0.80 0.00 0.80 0.0010 0.0200 2.0 0.0830 4.1500 9.44 0.59 right 0.14 0.82 0.115 0.75 0.02 0.77. 0.0010 0.0200 2.0 0.0830 4.1500 9.20 0.61 STR F44 3C 8.0 combined flow 1.6 0.15 0.329 7.55 left 0.11 0.82 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 right 0.11 0.82 0.090.0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 STR F44B 3C 6.0 combined flow 1.2 0.14 0.308 7.06 * gutter longitudinal s ope of 0.001 should be used in a sump condition - grate inlets (DI -7} i open pavement areas will not have a curb spread, but will have inlet spread and dep h - for inlets draining t stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr onveyance to the facilities 6 z w w z CD z W z J J 0 v 0 c 0 U C L 3 vi 0 a x 0 3 C a s= a U c 0 U 0 c ° C a .Q c O U 7 ° 0 U O 0 O c U Q) a� 0 m 0 3 Table 6: Sump Inl t Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6. '0 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannin s Coefficient, n is 0.013 I let Hydrology Curb and Gutter Inlet � N v � � O N Q. 1T N p � U 30 'o 0 0 0 •3 U m � ia. U � N �7 � � � 'Q N N N 0 3 m c � O -� I- ° .� o U � rn Cl) a o a m (0 n. � .� ¢ U U G �U' 01 cn . cq � cA cn E- w° left 0.15 0.82 0.123 0.80 0.00 0.80 0.0010 0.0200 2.0 0.0830 4.1500 9.44 0.59 right 0.14 0.82 0.115 0.75 0.02 0.77. 0.0010 0.0200 2.0 0.0830 4.1500 9.20 0.61 STR F44 3C 8.0 combined flow 1.6 0.15 0.329 7.55 left 0.11 0.82 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 right 0.11 0.82 0.090.0.59 0.00 0.59 0.0010 0.0200 2.0 0.0830 4.1500 8.41 0.65 STR F44B 3C 6.0 combined flow 1.2 0.14 0.308 7.06 * gutter longitudinal s ope of 0.001 should be used in a sump condition - grate inlets (DI -7} i open pavement areas will not have a curb spread, but will have inlet spread and dep h - for inlets draining t stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr onveyance to the facilities 6 z w w z CD z W z J J 0 v 0 c 0 U C L 3 vi 0 a x 0 3 C a s= a U c 0 U 0 c ° C a .Q c O U 7 ° 0 U O 0 O c U Q) a� 0 m 0 3 6 z w w z CD z W z J J 0 v 0 c 0 U C L 3 vi 0 a x 0 3 C a s= a U c 0 U 0 c ° C a .Q c O U 7 ° 0 U O 0 O c U Q) a� 0 m 0 3 I I � i \ / li IP iN,- ATCHLiNE- THIS`,SHE 'T i I wow < _� �. j. l / ;.' \','. ':�:,;. \ \�'` - : - GRAPHI SCA ,E \ . O.T. 4 \.., ,... ..\ ,�., \' ,... ..i'..;�.:;.: ,;.:','. t.'.. ', `+ . \ ; i j i i e� _ �, { - -1 . . " t \ .. 20199' 'SF !`\ \ / ., �.` \J + .'.`a ;.'. \:'::';...........'.':.'. - \ I �. ,. +. .y \ \ , �_ - - 50, / 0 \ 25 1 50 \, 100 \\ 200 - _- I_.__Y____ - - - "I' i . .I �. .. \ . 1. ` / \ \ i . +t. .+l . . 1. . \,. . +1. . \\ �\ \ +\ . \i .: \`t \� \ \q Al \\ .. ` . \.. t!, . t ........ I ,\ \ +,+ \ t I , t i \ t \ t I ( t I' \ l J. � \\ ' ` ` ,� .\ . .+ . . , + . .+ . . +. \,/ \ ++ \ � \ \ \.. \. \ .. +. \ .1,.:);.:.,........... \ \ \ + \ + \ \ \N FEET \) l \ r LOT. , \ ^ 1 Inc = 50 \ ft. / IN .\ \ +. . . . . . . / / . .\ . 1} S+ . \ . .\. .fl + \ \ . "t. \\ \ \\ \ \ \\ + t . h.. ..`I.. { \ \\ '\ \ \ ``\ \`\ \ \ /' i I \ f f' w w W _ + \ \ \ \ \ / / ..'`t i +. i , . C � / + \ \ x \ \ \ \ \ + ,\ \ + +\ + k.. t . I \ \\ N\ \ `\ \ /' \ } 1 f f' _- -- - ak, \ w .\ ..... :• :...."t.. '.`..'. .-•\y .. "',,:.: ._ +- + +\ tc. -.< t \ \ /� i. 1 1. /� \ '+ .�\, . . \ \�,. \\ \ \ \ \ \'\ \'\ \\ \ + + \ +\ + \ \ \ \ /'• r \ Y I - t \ \N P ` 1/ \ \ IN t A\ \\ ' \; \' \ I J 120. T , \ `' \ \ , \ \ ` \�.•. TOR M} -59 \ Z\. •- / \ V \ / \ \ \ \- . \ \ IN .. \ ,�- _ / ... 20446 . S� \� \ + , \ , + \ \... \ \ \ \ V. LANDSCAi?1NG. +\�' �...,�... y \ .. `..... i \� `\ \ \ \ \ \ \` \ ,\ \ \\ \ �:'.' �\ \ \� \ \\ \\ \V I I '\ • TNT ANNE E�CSEMENT ,`, , + , , \ , .... LOT 10 \. , I I* \ / 20+41-2 SF Y \ \ . \ \ \ _ LOT/ 1 1 . \ ,/, - \ 't' , . \ \ \ \ . \ . \ ® - - - - -- - - - - -- r \ \. ........, ....... / ; \ 200.77. SF \ , . \\ \ / 2 x-18 . SF \ t . � , / ,� •;: \ \ \ \ \- \ \ \ \ - �- .. 1 \ N, . s ! _ LOT,.. 12 \ , + ,ff. I \ a! , \ , \ \`�, \ \ . \ _ _ / 21504 'SF' LANDSCAPING & + j i . . . . . MAiNT•ENA CE ,�SEMENTjr + \ / . ; ' \ \ . . \� \ \ \ \ , \ `, `, \ d / v t \ \ \ \ \ \ J. I \ . / �,. LOT' 8 \�, ` \ \ \ \ ` 20056 .SF.,.. \ \ . , \ \ \ \ I i 1 i ` ' � ., . 1 . , I --.. � ;• /. /./ �� k, �� /. •s\. �. � k . �. - _.� -•'\ � . ., . . ,, ./ \ 1 \ , \ \ \ \ \ \ \ \ \ \ \ ` ` "........ \ S� �\ \ , \ is _v _, _.._ --'• / ..� i I. w IN ; 1 i I .I . I , , I I i 1 s \ I t- t i + / f I / / - v / r I >� 1 / / t / / I f I r I f i ; 1 I - i J S / i r I / / I I / , 1 I a r I r .Q ! z i I I I 1 � i � � i t�� , ',4 ', \+ Via', ' +, ' +, `t I i % I i I i '} „� • y' • I J I v v 1 _ \ t �l \ i t I j / I r I , it ! ! ,' r ` i 1 1' ��!' '�" •�• / , i 1 t r r 1 I \ I l If f 1 / t I _ / j1 ( t , t I 1 1 a I I �+ t l 1 1 / I I , t r 1 •N i / l 1 t ! , / /II ,/ V / I / N f I 1 1 ! } y t 1 1 \1 /fir V IN \ \ \\ \ \\ \ t \ , t + 1 ' S + t 1 n IN IN \ 1 \ IN, l \ , \ \ \ - -- \ \ t Notes: \ \ / � 2Q'L NDS API & -.._ A C G - - \ AIN'T ANCE, ASEM\ g ,COTE . 9. i` , t ... .. EN E. E .. I ,• 1 t �p7 (� 1' I •\ + ! . /'. . / / ! X0`0'2-9' ,.. \. `\ . .. 1 . .I .. i • + NIS,....... �... . ..... ..\ \ 2Q .LANDSC. Pd {. �. \ - is • 4 • 4 \ AINTENANCEZA 0. \ r• , s L T. 17• _ 1.' , . . . . . /,, /s . . . . ' + - \ ,' ,/ ,,.. 1.. /..l .!..'l..i ..... ..........4, 5 , \ S - �- �L 20021 _S>= 1 /� / \ \x -�j, -�_ , ��. �..;.. �: \ - s _ \ 206'58 SF. \ .C- rR . i , _---- _ _ I + , \ \ , `„/ , \ ` . ���P ,�$.GREAT;E�t.T+Fi;AM.3:.n.'.. ,- S - - - - - -- i . ........ . !.. /............ ,.t , \ \ .' / •.1 - A� U'W . A N .EN ,' 1Q'LAN�SCAP'IRIG &' \ �C).'E�C . .1;,11. ,�A lV �': 16 � - ' : .� F--M�fi S 0 , o TO - / r , G � • u D - \ - -_ �IV\9A N NA EASEMENT N� 4� f`J E M'E ! - 1 ! 1 t - - t l _- - 20287. SF \, � ,. , . // _ ;�'�`............- - _ � - ... - _ -- +- T .. . . . . . . .. t -_ Q LAN .0 IN / SAP / LOT `1�4 p�__ / MA A�TENA CE E EMEN _ '- , "214 -5 S / - _ ... =, 3 _ \` ,.WSJ, / _ ..•i,. _ \� \ ♦ / f .� IN x \ % \ \ J.. /.r. \ \ gyp\ �v / ,_ -.� -' 'i / /_ __�__� - -- \,. \,�\ \\ \ \ \\ \ \\ ,..l..,. {. l ------------ 3` \ \ `\ '\ Imo` i / , '/! / , / ^t .\ \\ \• , \ � \ 74- a \ I 14 1 1 I \ \ \ \ t �• \ I IN NN ._ ....... \ \.' ... . ! •\ I 1 �• I I t :...... ................\.............. :.;...,..�..,..,. 2190J _ F. `,'\ , . '` \, ,.... \ a. ..a. . ® \. i.. / ............. .�.... . ............\\'.'............'. .. s \ r v` \ ' /' / ' ` ` \ \ ) i \........ �..,...... .......� ...............� .... 1 1. ..t...t..'.j.. +...t''1'.. ��\ . `\ \ \ \ NN 1 \ \ \ \ f - ......... - ,. r v I \ 1.. q ..... ....... ........ ........ ... .'�. ... ./ .... ..... _.. ... ....�.��.'..�`.�� '. A- / , •l 't + a I. •✓z A A A \ V A .1... ....... ../ ..... ..t'. -. .,/ ... ... ..... '\�.�. y ................. �..i...... \ 1 ,' , , \ \ \ \ , \ , ........ I ...... - '� - 201022', .SF\ \ \ \. 2038 ` SF , \ N. h � . A 1 - i i l v f ! -I X R q G , , \ \r \�1 - - -- ' M\ IN \ 1 AN SC PIN 8c \„ ; • (63) UP ] % \ ` - - -_ / i __A '` LET 26, • \ \\ \ \ ----- - - - - -- / i 1 -- - - -- -- -- ,LOT- .24'+ 3 TN '/' / '" / ,1 '`' 1 i -1 -- T �' T�� `� i _T 23_ 21 X6.2 F - -. -. 'I 1 I \1Ofl73. -SE_ 20134 -SF- - _ -LET. 2Q- 1 - -� °'� _ I - C ' /... 1 2000 %.SF..III 1 I \ 2-049 2. SF� •20 "L.ANDSC�APtN & LOT, --' .8 L,_,< AI ENANC SEME T _ - f- - - _ w. . SF k_ I _ _ X _ _ .. / z IN \ -- / ;. ;n TR - LOT !" 47 ' O - i w / i pp . V 1 - - NE 2397 S'F i t `r' 43 .� i i i - - \ I / t 1 + r I J i i I I` _ i I / / \ i / � f I r ; f /I ....,< .... -.. = �, ;� x �, / ,, --P ,_ � /., - , .LOT 30 / /.. �i.� I :; /.. - -x \. , ... ,. , \ LOT ..J 4 "6 ,:%' -;`' 20.001. SF . ...... 20.3.9 SF; r i�fl 11 ,, ;� \.......... f,� -' /' 10 .LANDSCAPING. &.. k ,/ Notes • i \ * ` MAINTENA -E EAGE p���/N T CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED ti \ -� - :,. + 4 + TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. ... i , .... _ . /.. " . , ;'.\ NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS \_ .. .LOT _ ...... , . �+ ' 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. SYM \ ...... ..... 2.001.8;SF.,% _ / F \ • -'�'' -' � -' ! / ;` i; I I i r , 7 \ � F t N. OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE 1N ACCORDANCE WITH EITHER CONTRACTOR G ADVISE LA AND TREE NTRA OR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND E TOTAL SITE / / T / , \ - �` .'•110228 t i L J 1 f 1 I � ,•-l' � r , THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, ARBORIST IF ANY OCCUR. 650 %' \ PiN OAK 2 1/2" cal. 419 THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE 20,531 PA .' .........� LONDON PLANETREE 21/2" cal. VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS OR THE ROAD CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE 21,100 \.......% i''� \ LLEE' AND RIDGE SPECIFICATIONS THE VIRGINIA DEPARTMENT OF TRANSPORTATION. B A OF R D E OF ANY CONSTRUCTION ACTTVITTY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE 423 -' %' \... ,� � -�... '� ' %' ,..,..,. I\ X' PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN �� r 20'' AND$C,'APfNG & ,. 1 99 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY EVERGREEN TREES /' Y , M IIyTENI�.Nt�E,E1�SE'MLNT MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. - - - - -- - " t , ' + • -- ` + ' TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE THUJAOCCIDENTAUS .LpT ...t3 .1..; . ; . , \ �`\ -� ,\ \ \\ ' \` ' .I '1 `' `t i LqT 44 PLANT. OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL 8E DONE TO THE EXISTING TREES 1T-tE PREFERRED METHOD FOR GRADING SMALL AREAS------------------ --- - - - - -- ' ' ! 20011. - "- -' \ ,'Si . ; .1 ! 4 r �, 1 1 • + \\ \ ... .. ,... , Plant Legend WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH _ _L - / / r 1 ; ! + - \ 4•. \ j j g A SMALL BOBCAT /TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH -- ----- -- - - -- LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN PLANT SCHEDULE J m to J Q o~-+ SYM BOTANICAL Z Z Lu E O U }} z n W d COMMON NAME SIZE CANOPY (sfl TOTAL SITE QU ANTITY COVERAGE (so TREES > QP QUERCUS PALUSTRIS PiN OAK 2 1/2" cal. 419 49 20,531 PA PLATANUSACERIFOLIA LONDON PLANETREE 21/2" cal. 422 50 21,100 UP ULMUS PARVIFOLIA' LLEE' ALLEE ELM 2 1/2" cal. 423 106 44,838 SMALL FLOWERING TRE�S PY PRUNUS YEDOENSIS YOSHINO CHERRY 6 -7' ht. 1 99 1 2 1 198 EVERGREEN TREES IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 4' -5' ht. min 44 5 616 TO THUJAOCCIDENTAUS ARBORVITAE 4' -5' ht. min 10 3 80 TOTAL CANOPY 88,995 DESIGNATED TREE PROTECTION AREAS OR WiTHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM r' �\ THE SAME SOURCE PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY ' - - 1. %. . tf'.;.i r I. . . . . . . \ t .', \ ;20 .41. %SF�. SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING / ,__ \ ,- INSTALLATiON. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT - - ! -'` LC�JT 3. J +. I \\ \... , . / , I .;.. \ \ �f0.' LNDSGAPiP'JG. &`..'1'. PRIOR TO PLACEMENT OF ORDERS. ' - ' /' ' / \ \`\ \ .. ...� '.. . . . ; -!..2 XQ0 . S.�,, , ;'( , \.. + \� M�AINTENANC.L EA9C-ftv,J11 LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY , ? ,7 q ,• , � f f , t AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE „� \ \ � • , \ - , ARCHITECT 48 -HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED IF NECESSARY [�t�A AFTER FINISHED GRADING. / ' y" I I'2# L�/.��w�1P1NG. \ \ \.> 1�►`' / /MAIWeNjAN,CE EAS�PAENT.I. ,��-t ,+ . ✓..�.. . MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. - ' -- \ ` _�`, \ \ `\ / /� rte'. .j. .J. \ .t. \ + ++ `: \ . / ,✓. . MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE ;• r I , \�, • � ,� \ '; , TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE- \ \ �! . / .1 f f ! .; . SHREDDEDHARDWOOD. \ /.... /.. r.. ,..I Q((�T�� ; ..1.34; ., . \ .. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY \\ \ _ �� _ / . J. I • f. • ... '", , + �' + 1 . ' ' I DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. \` '. \ ' -,� LTH 0 R. COLLINS Z No. 35791 f,,.r _ "' ,,,�„ .► '• -- ._ - _ - .- -' -_ -` _ -' ' r' `B'S'I oNAL E� J/ \\ ( -,\V Yom' // �• _- ___-_� ---- _ - - -- _" - -_ - ----- --__ a _ - -- - ______ - _ - - U -- �-- _ --- -____- W _- - -- _ - _-- __- - - - - -- - - - _�_ -- - - - - -- _ _ - - _ = - _ - -- - --_ -_ 0 , - - _ --- - - - - -- , - _ __ - - - -- - - - - -- _ - w - I ,1_ - - - - -- �_ �`� \ ►- - LOT_ -_ 1-��"_I LO \ PA �20•062� SF ,• -�0✓2 1 1 N i 1 rn i i CA� � HL INE -THIS SHE Igo ,I. I i. I 4 - H GRAPHIC SCALE ui 100 200 50 25 50 0 ce ( IN FEET ) 1 inch = 50 ft. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. r-.. , i ! t , i t I \ t , 1 i•' , 1 ': J t! t + t 1 , i Y '1 + a „ i \ 1 f S F + _ 1 t 1 t '! r ,� � • ,. i ;. 'LOT LO I I r '.' . I i i i { i e �l t / 2. .41 SI i 1i 1\, I l i i t L T 0/ !Fi ti i 1 i + t t AA�AINTENANCI= ✓ i p i ' . <' ''' \� \- ^7�i�'' , 1 ? 1 r �.•-• / \+ � \ `t i �r• 1 t 1,, ✓Z ;F � ` i /' / � 1!. 7�_fl p' ' MG'`APING & \ + , + f . . '+ . � 1 ,.''' � .�'.,•`'. / . . ,/ . . ,? . J . .rr . . I . r� a' i . �" �►�" / �VIl�1f�E��N•�� Ef1S�M;ENT. ++ . ,1..\ -\+ , .. 1+ . , \ .�. . . /f, . .,. . . , . . , . ,. .•1.. �0/T 1. 142; -1 21291.,; S� '0T1. 341 , 1 �\ i / .,i` f ✓` . 1' ,J�O �V2.1,7,.,1 \\ /\ /`` l ' •'1 + "�. ' 1 �✓ I' i /J .,f 1. ._.-- ----.T "-� r / A. NN\ '1 \ .. LOT/... , 5 . 2fl024/ ,SF ', -'� - =- ; - ,1 , 1 ! t ,\ . . . . . . . . . . . . .IJ -- _ \ _ ! It LOT ;,,* . . ... /. , f:' / _� - _ + \ 20 25 ' SF,, , - / + 7 ` y / _ .." o -10' SF'... ,. r , ,� /� ! , �/• � ' I � `'�: � ' `', 'ate r�>s.�` `,<;�'i;<? =;,:' ' - - - - -- �' ..... 10 L_�NPSCAPING &/,' , + __ -- _ -- - 'MAINTtNAW E*f41ENT \ Iz ' z t- a 65 0 O In w J m to J Q o~-+ z w ou Z O .-t z M ul O N a III -_ o co Z O Z j w W d Z Z Lu E O U }} z n W d z z w Z C6 H 00 .7 ow ow H Z w U� Ce� a 0 Ui > I- w z In 0 > > 0 Lu Lu Lu 0� r00 -i \ 1-1 r-1 \ In N �.I N w M M ,M M M M M AV M� M cyi 0) LEV dM' 1 0 N N W J J_ W 0 _Nj z10� U ul v1 i V`d 1 W W LL u) F_ Mj F- W ry O N 4 i • Lu Lu w 0- csl� JOB NO. 112072 SCALE 1 " -50' SHEET NO. 36 0 a L Q a c z O � �w w T= >r z aw i Cf) i7 a� C C 0 L U o - ro 0 0 0 3 � 0 0 U '0 Q� U � 0 'L o � >2 as N L Q X Y Ili 0 c � E O a •3 :J Q, z E a �N z 0 w U Cn i J 0 U a� �a a� o � a� U O O U Q): o 0 N 0 V) 0 0 U E o- ° o a � U � 0 N aj N O m -0 C U 0 C o � Q� 0 o -� co to O N H 3 Couty:of Albet►tarle nnse >ataon:Plan heeki:lt t— Tt�. he dac €i m Lai i_' Flans (F Andlio.0k, P P -M-284-1114,97 :for complete specifications) ) ] . The•foliowwing'it6nig shall bye shams n :on the thin ' Trees to be save; �' L- units of clearir}g (outside dripline Of trees to be saved 1✓ocatxon.and type cof protective: fencing,; fzradle eh anges.Tequiting.treewells orwalis. Pxoposedfreirhing or tunnehx�g.?eyQndthe_lirriits of:cl wring,. 2. I!ylarkl=s :; All gees to: tie saved shall be:m eked -vv th.print;orribbon at : beight clear!. - sibTe to equiptnent;t perators. Ell laTo gradisr shall begin:unt l the tree.markirig:has been inspected depproti =ed by a County!Inspeetor.. 1 Pre -Construction Confer -ence: ZI Tree preservation and protection.measures shall bereviewed -%Adth the contractor on,siie: 4. Ecieitiment C}peratioie -creel Storage:: Heavy equipinenk;elucular traffi'e andlstc�rage of cinstruciari materials including s�r1 shall not be pernuted witYun therinpines x�f`ti-ees to:'be saved, S. Soil Erosion -end Stotmwater"Detention.Deviees gi4i devices shall not adverse! affect frees to be saved, :6. Fires Firesaren<t pernatted'vvitliin - l i?� feet of -the drpline of trees t4 �e saved:. "7. Tjoa�ic. Materhds Toxdc mater ats.sha —not "be stored within 106'feat of tl e-Aripline 6f-trees to: be saved. Protective Fencing .: Trees to be retained within 40 feet of a proposed Building or grading acfavit}� shall be,pratected by fencia3g; Fenc>ng ;shall be in place .and shall be alispectad and approved byg. County lx Spector prior to grading or cp str . on_. 9. Tree Wells.; when the ground- mus# be raised within the dripline of.atxee to be saved; a tree;vell shall be-provided-and a;;coxastcction .detail suliixitted for approval. i . Tree,W -Ails'- When "the ground level rriust be libweted unthi� the dripline a tree to be ;saved, -a tree shall be provided-, and a.. c6nsttued n :detail 11 subrri tted for Wr6val:, 11. Trenchimund'T'unnel ne- . when trenching is required watt n,tiie I bits of cleahng; it shall be done -as far away from the try g of trees as:pcssi. e. "3°unnelin und:er4largelree. shall be considered as an'alternative: ? Then. it is anticipated thatnecessaq trenching will: destroy : feederroots. 12.. Clean Protective fencing shall tie the last.iteans- removed.durigg the final - cleanup, !!L..Damage& Trees E'a aged.:irees.shall b .treatedilnrmdiately by pr u ii g, fertilization or-oatber methods ree6mmended by.a tree I specialist.. NOTE: IT IS THE DEVE PER'S RESPOMIlBILITV TO CONFER WI I'H THE .00NTR CT OR ON TREE:C:ONSERVASTION, REQUIRFOWNTS.a 8/15113 OWNER Sl<�NATUIiE' �C NTI A T KWHASER.SIG,P+IATURE (DATE) 5111,06:. Page, af` REFER TO TREE STAKING DETAIIL TRENCH EDGE (AROUND ENTIRE AREA 0 BE 3 :1 MULCHED REFER TO ROOTBALL PIT DETAIL ROOTBALL \/V, NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRAN HES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHIT CT. TREE PLANTING 12 SECTION 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND /OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE - COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN —UP. LO -004 N.T.S. ROOTBALL • •.� ,;;;frrirrrfir,ir NOTES: 1. SET TREE PLUMB PRIOR TO STAKING TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120° AROUND PLANT PIT ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT yj DETAIL 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT gain :3 •' 1 SECTION ill 11 LO -005 N.T.S. • a TH 0 SCOTT `R. COLLTNS `ZZ U No. 35791 ;1' �o��SSIONAL Z O F- a U LO w d z O LO H w z a u W D z O N U) w n Q 2: in w ¢ — z w Ov to m = cn a a O z w w ce tl o LO Z � u z p c3 a' CL o Ln z z M O U r o aS t— a > w a cn w p a p W > uj Ce z Ln M o Ln Lu Lu U) Ui L ICe- 1 Z ■ • 0') C'7 C'7 CA N M e N CD N N Q > W J W 0 J Q V e W i- V) LLJ i- W U) W ry 0 CD C) N • G w U ~ wi Lu O w � x a � JOB NO. 112072 SCALE 1 " =50' SHEET NO. 37 M M M M M M M Ui Q ' 4 LO N N N 0 N n •-4 N 0000 0*1 Z ■ • 0') C'7 C'7 CA N M e N CD N N Q > W J W 0 J Q V e W i- V) LLJ i- W U) W ry 0 CD C) N • G w U ~ wi Lu O w � x a � JOB NO. 112072 SCALE 1 " =50' SHEET NO. 37