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Home My WebLink AboutWPO201900058 Plan - Submittal (First) 2019-10-08w J o a LL1 0 U) 00 J J a- a_ z O W w (D Of w m z F_ U) D w U) D 73 a m 0 N O M oLL can X SITE DATA NOTES: OWNER: RIVANNA WATER & SEWER AUTHORITY -' / / / / / / / / ' / / \ \ \ \ \ \ — — — — X PROPERTY SIZE: 22 ACRES - — / / l 1 / l / _ _ — —_— — — — — — _ _— - _x — 1. ACTUAL SITE CONDITIONS MAY DIFFER FROM THE CONTRACT DRAWINGS. CONTRACTOR SHALL PROPERTY ADDRESS: 2383 WOODBURN ROAD — �' / / / ' ' / — — — — — — ` _ — — — — — — X _ _ NOTIFY THE ENGINEER OF ANY DISCREPANCY. / ' ' /' ' // / /'/ / — — — — _ ' — — — — — — — — — \ — — — — — — — — — — — — x 2. PRIOR TO EXCAVATION WORK, THE CONTRACTOR SHALL DETERMINE IF ANY CONFLICTS OR CHARLOTTESVILLE, VA 22901 — — / / / / / / / / / — ` — — — — — — — — \ PROPERTY INFO: TAX MAP 45-68B - — — / / / / / / / / / / / — — _ , — _ — — — — _ — -- / \ — — — — — — — — — — — — — \ \ INTERFERENCES BETWEEN EXISTING AND NEW UTILITIES EXIST. IF A CONFLICT EXISTS, THE DB 768-277 (COUNTY) — — — _ / / / / / / ' / / , — — — — _ — — — — — / \ �\ — — — — — — — — _ _ _—_— — \ \ CONTRACTOR SHALL BRING IT TO THE ATTENTION OF THE ENGINEER TO DETERMINE HOW TO EASEMENT: DB267-66-----i/ / // / // /' / /' /' /' j= �� — _— -- ' �\ \---------- �� \ PROCEED. PARCEL ID 045000000068B0 — — — — — — — — — — — \ \ \ ZONING: RURAL AREA — — — �' / / / / / /' // i // % — = — — _ / '00, \ \ \ — — — — — — — — — — — — — \ \� \ \ \ 3. CONTRACTOR SHALL HAVE A LICENSED SURVEYOR REPLACE EXISTING SURVEY MONUMENTS — — / — _ // \ \ — _ _ — — — — — — — _ — \ \ \ IF DAMAGED DURING CONSTRUCTION ACTIVITIES. STATE: VIRGINIA ,� / //// ii--= �� \------- — \�_�\\ \I _ \ \ ` \ \ \ 4. DAMAGE TO THE EXISTING FACILITIES THAT ARE NOT TO BE REMOVED SHALL BE REPAIRED MAGISTERIAL DISTRICT: WHITE HALL DISTRICT \ — / //// — _ _ = _ _ = _�`/ / �, — — — — — — — — — _ — \ 11\ TO THE ORIGINAL OR BETTER CONDITION AS DETERMINED BY THE ENGINEER, AT NO WATER SHED: SOUTH FORK RIVANNA RIVER -LOWER CHESAPEAKE — — — / / / / // / / / / // / — — — — �� / \\ \ — _ _ — — — — — _ — \ _ 1 \ \ \ - — — — — / �/ / ADDITIONAL COST. ENGINEER: SHORT ELLIOTT HENDRICKSON INC. ------ / j� �/i i / / /-'> 1// -- =_—j �\�` \�\ `--/ \ ----------- \� \ \ �� \\� 1 _ / / \ �T \ 5. ALL DEMOLISHED MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND DISPOSED 3535 VADNAIS CENTER DRIVEi'/i' �� — i \\ _ _ \ \ \ \\ \ \ —_— �� _� �' \\ \ \ \ ~ — ` \\\ \\ OF OFF SITE. ST PAUL, MN 55110 �------- i/i%// //'/iii'// /i'/�7� --- t- �� =_�/ ` \\\ — \\ \\\\\ �\\� \' / \ \ \ — —� \ \ — 6. CONTRACTOR SHALL REMOVE AND REPLACE ANY DAMAGED PAVEMENT AT NO ADDITIONAL SURVEYOR: SHORT ELLIOTT HENDRICKSON INC. �6 — — — — — �; / /� /i/ /i / // /// /i / / — — — — =r 1 , , , _ _ / \ — — — _ _ \\ \ \ \ \ \ \ - COST. WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT, CONTRACTOR SHALL SAWCUT AND — \ — — — \ \ 3535 VADNAIS CENTER DRIVE —447 444�44g ��^.� /� , / / // // / / 'r — — — _ — \\ — _ _ — _ _ — _ _ \ \ \ \ TREAT EDGES AS SPECIFIED. ST PAUL, MN 55110 — — — — �'//�.��-.a-��e�F�r��' . 6D / ^ _"ate_— — — _ — — — — — _ __ = — \ \ \\ \\ \ �7. CONTRACTOR SHALL PROVIDE EXCAVATION SUPPORT, AS REQUIRED, DURING CONSTRUCTION / 11 TO MAINTAIN THE INTEGRITY OF EXISTING UTILITIES, ROADS, AND STRUCTURES. EXCAVATION DATUM: HORIZ: NAD-83 SUPPORT SHALL BE DESIGNED BY ENGINEER REGISTERED IN VA AND SUBMITTED TO VERT: NAD-88 / / /� / / / / /// / �G� / / — — \ \ \ \ \ T\ \ �\\ - ENGINEER FOR REVIEW. /// //1-1 j/i// / / / / / / / _ r — — — �� \\ \ 11 \ E \ 1 \ \\\ \'5 8. CONTRACTOR TO COORDINATE WITH RIVANNA WATER & SEWER AUTHORITY STAFF ABOUT THE / / / / / / / _y-- �!— sT \ \ \ REMOVAL AND REROUTING OF THE BACKWASH LINES. -J /� /le / / / __ \ // / � / /// ' e \ \ \ 'U / \ I / // / / // / / / 000, \ CD —_--- // // // / // // / / / // jj j%/% / T— __— �-- — --470 s \\\\ `\ w \ \ �6�\ \\ \ \\\ -447 /�/ w �— % / — — HYPOCHLORITE SS s — \00 �A2 \,\\ \\\ \ \ \ \ \ 46` \ — — — — — — o FACILITY 1 — j� \I \�� w LIME=::�:::• \ ( \ // / j/ �// ///// // � � f — �, LIQUID (07) ' / / ////'/'ii�// JG� �— ///� / /_— BUILDING sT I I I 1 \ II I / / c,..:..•:. // /// i i�/// / 08) // -I- �s / / / / 1 — ( is / / // ///,%// // / �/ �/ / / ��-- —_ __ i ��. CLARIFIERS I / \ / i \ 't 10 IST // // ////%/ / /GAC ' / / I I FILTER I ---- �i FACILITY \ \ — — — — _� I I of I / I I / /•SLUDGE AND / // / / / / 1 / /' /' I l BUILDING I (05) \\\\ I I I I f.� RECYCLE —ti /01 /� //�� —1 (04) �-I`Ln Ln _ I I a \ PUMPING V w --- I i_� �\ EQUALIZATION sT /� VAULT I — / / // 1 - _ =�n , _— — _ / _ = o ss ,�' \ \ \ \ BASINJill /s �\ •® J / / (11) / 09 SS C0 / II w CLARIFIERS (10) / / ►III I / / / / I � , � s, \ \ \, I I II111 � / /// CHLORINE CONTACT �� _ / \ \ \ \ \ \ \ \ \ 1 \ 1 I 1 1 1 1 1 I 1 I I� � �� \ \ \ \ 1 \\ 1'� \ I IIIII 1 I 111111 I II I I I I I I \ TANK �� \ �� \ \ \ \ \ 1 \ \ \ \\\ \ FLOC/SED ; C (06) �� •478, \\ \\ \\ \ \ \ \ \ \ \ \ \�\\\ III I I \ BASINS (03) '� —� \\ \ \ \ \\ I I I I I IIII I I I \ \ , l� e w \ \ a — C' I II I I\I111 I I Jl ;GENERATOR � I I / 111111111 \ \ \ - •� mow- \ \ 1 I II 11 J�� I I I 1 \ \ _ UGE �.. w DEWATERING �S I I \\\\\L�I11111 /�/{' /// 1 1 111 \ I I A� I I I 115 /�/ /// 1 1 1 I I I I I I \\ \\ \ \ ��' w" w — \\ BUILDING I I I _ I__1 (12) I _ I / l l j l l l ALBEMARLE COUNTY '� .t I I I I/// MANAGED STEEP I I I I I I I I \ \ I_I-I /I I//// /' / / / / SLOPES (TYP.) —I / J// l /l / 11 I XC 1 o' ////% X"e /2� Ile b` / \ Sze \ \ / /- . ` ELECTRICAL. _ \ I \ \ LO �,-7 BUILDING _—___—_ —'�� / /_—„/�/i// j I �\ \ — '\— /ucc / (13) — cE X/ / / �'/ �' // �� / w / �'UGE \\ merly �_\\ _ \\\ \\ Now or F-O / / / / / - c, — — — I I I / / / l l I I I I III l hts Associate\\\\ ` _ _ _ _ _ �\ / — i I / — — _ — I I I 1 j l / / / / / River He 1g Tom\ \ — — _ — — — I ► / / / / l 1 Limited Partnership Lim Map45-69 _—��\\ I I Now or Formerly or Formerly Zoned: RA /X� / / \ \\ \ I Now Heights Associates Limited onWealth of Virginia, River Heig Tax Map 45-68D Comm Section ) \ Partnership VDOT Right °f Way � Zoned: R15 Tax Map 45-68D7 Zoned: R15 DCISlNG CONDITIONS 3 N j30 0 30 60 scale 15 feet 0 0 8 w 0 0 0 O cn � N N U QZ or> j Z ,Oo c o -0 * o Q ao (D> > z Ma-0 < 3 L = Q W 4ti z LO 0 1 LO as o (� Q, z O U �Y Z O z Q a m V Oz Z ��W cc Lu 0ZO cWn Z z _j 06 O �z W a W Lu X Q J O Lu a H a a Z a Z W W u, I a Z m O~ a Z 0 FL 0 Q 0 r J Go M 00 00 Cl)1) U) o r O zz m O > > W o o > U CO �0� r o 0 $ m CU Q Z Z w w w LL LL o 0 Z O a F Z 0 Z Z >O U LLJ (D F Z � c7� SHEET C1 w J 0 Q LL1 0 U) 00 J J it it z 0 w (D Ir w m z U) w 0 �— —i C' \`—// /\\ \\` �� \\ ��``\ \•�..1 �� SeWeft-, 4. �O 00 O� O / / / ' �// /i / / / ///� // / //— _ 4S�_� \\ _ \\ Tax N�/ �— /-----'----- Ma Zone /� / D i 46� _ _ / / //— �ii/ //ii////i�!�p62/ 6 ADMINISTRATIO c� �_ — 4s5 — —_ BUILD ING // / 1 ) f / / Ate/ i - 67------ E `\ \ \ \ '00,/ D� _ 10, j i/i / / i// / // / �`O /---�-- �b`O \ \ \ U \\\ �\E \ ALBEMARLE COUNTY' I ALBEMARLE/ / / i / // // / / // . �6 / \ �` I \ \ \ \ \ _ \�� \ MANAGED STEEP COUNTY �/ / // /i/// //// / i// // /461i �� `� \\ \� \ \\� SLOPES TYP. 5. /MANAGED o/\ /\ \_\ \ /STEEP 5 UG / BOG—-.46' • \SLOPES Tap= 2 1 4561 size�// sDdetermiI souh— 1 \ so Inv. in=456.93; 24) /�ORi \ O�\�46 464 463�62 46 �46p\ \ \ \ I \ I CD 36• ._ rep N6RI 24p (Per PION cools Drain S _-- QhSS S \\\ 9 46�.20' _ _ / _— 2. BUILDING_ sr6� \ \ V \\ \ \ / /z /Z /- I� i"- 56.46-2 — % _ _ ��r� � — _ / \_ — _ — -470 ALUM \ o s99 6 w \ \ 4r°�\\ -447 / / \ Inv. out / — �P --- 15 d` \ \\\ S! 2� \ e w �_ / / _ �'`• a 9. 3• O HYPOCHLORITE ( ) ''' N0, er\ 46` i Sf e Handling � i / _/ / / /' / /�i/i/i// / raid s��'e i _ — / \ — FACILITY 10 s — � �` \�sr� '� \ \ �°� �5 ,6. b�, �f w \ //2.14' E — — — — — O O < j \ \I W \ `\ _ can1t slre 91 \ \ \ \ \ \ / / / / / / / Inv. in= 40' a — — LIQUID LIM (07) \ \ s Inv. / / / / / �/ / /::::::=:::: ST I l / / / / / / / / / %% / _ — BUILDING /C) 469—�- — r / 08 oll .01 /// /// // /ij/jjj/�// / // /// A 2 1 FILTER // ////�i / SIud9 d'"9 4-7 I BUILDING o //— // =4/ —/ 474 I 04 i sa 7� — — / // // \ — .31 �. - f479—DrgV - I S q?t.ert°P E � �v=464.06' bottom 6 — _ Inv. In=' W /;;,/ / I 1 \ IIIIIIII I I I I I I I I IIIIII / I I I I \ FLOC/SED ; U ' I I BASINS \ (03) � I I I I I I I IIIIIIIII I I I \ \ \\ 4. I I I I I I I I III I I I \ \ I I I I I I I d dl it I I I I I I I I I I IIIIIIIII \ \ \ \ UGE II III \ \ \ w� w I w _- 1 1 I GAC-----_-- - • �• FACILITYEQUALIZATIUN �,'ti!LUIJUL \\I AND (05) RECYCLE ,IIIMd� PUMPING VAULT I CLARIFIERS ` v CHLORINE CONTACT TANK (06) �� .478. IN, /ll -__ - R / � GENERATO I► I IIIII I I / // I I DEWATERING BUILDING //i///i///-� X ` I r AZZ l I rh1 \ C / / / / / �� ` —ELECTRICAL / \ � \ \ /_ -- 1 / — �� ;�/�' / BUILDING �� — — — _ / `476\\—Jucc +�__ j X//// �r� / l l l//// I / / (13) GE x �\ \ \ 1 // / _ �� / / . / / / / / I //L/// / // / \\ \\\\ \ \ //J^ \\ \ / / / UGE/ X \ , ( I I I / / \\ \\ \ \ \/ll Now orFo�m��\�\\;_ _—\\ / /// // / XC. HeightsAss`o River shi Lim partner d \ iteMap 45-69 . nog RA NOW or Formerly ates Limited NOTES- 1. DEMOLITION OF EXISTING STRUCTURES - ALL MATERIALS TO BE REMOVED FROM SITE TO BE PLACED IN PROPER CONTAINER AS SOON AS POSSIBLE. AT END OF WORKDAY ALL DEBRIS AND LITTER TO BE PICKED UP, AND PROPERLY DISPOSED OF. 2. DUST - A WATER TRUCK SHALL BE USED TO WET SLOPES AND ROADWAYS AS OFTEN AS NEEDED TO CONTROL DUST. LOCAL ORDINANCES SHALL BE FOLLOWED TO ENSURE COMPLIANCE WITH CURRENT WATER CONSERVATION MEASURES. 3. OILS/LUBRICANTS - ANY ROUTINE LUBRICATION OF CONSTRUCTION EQUIPMENT THAT WILL BE PERFORMED ON -SITE WILL BE DONE ONLY AS NEEDED AND PERFORMED ONLY BY COMPETENT, AND AUTHORIZED PERSONNEL. EQUIPMENT SHALL NOT BE PARKED OVER OR IN THE IMMEDIATE VICINITY OF ACTIVE STORM DRAINAGE STRUCTURES OR DRAINAGE WAYS WHILE PERFORMING THIS FUNCTION. 4. CLEARING, GRADING, EXCAVATING, AND UN -STABILIZED AREAS - FOLLOW EROSION AND SEDIMENT CONTROL PLAN. 5. PAVING OPERATIONS - COVER STORM DRAIN INLETS AND USE DRIP PANS AND ABSORBENT/OIL DRY FOR ALL PAVING MACHINES TO LIMIT LEAKS AND SPILLS. 6. CONCRETE WASHOUT AND CEMENT WASTE - DIRECT CONCRETE WASH WATER INTO A LEAK -PROOF CONTAINER OR LEAK -PROOF SETTLING BASIN THAT IS DESIGNED SO THAT NO OVERFLOWS CAN OCCUR. LOCATION SHALL BE OUTSIDE OF STORMWATER CONVEYANCE AND APPROVED BY ENGINEER. 7. STRUCTURE CONSTRUCTION, STUCCO, PAINTING, AND CLEANING - ENCLOSE OR COVER MATERIAL STORAGE AREAS. MIX PAINT INDOORS IN A CONTAINMENT AREA OR IN A FLAT UNPAVED AREA. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND WASH WATER, PAINT, FORM RELEASE OILS AND CURING COMPOUNDS. 8. DEWATERING OPERATIONS - DEWATERING TO BE DIRECTED IN SUCH A MANNER NOT TO CAUSE ADDITIONAL EROSION. 9. MATERIAL DELIVERY AND STORAGE - DESIGNATED AREAS FOR MATERIAL DELIVERY AND STORAGE. er Heights ASSOCI 45_68D artnership Tax Map Zoned. RI Now or form V rrginia Commonwealth of Section VDOT Right of WaY Tax Map 45-6BD7 Zoned. R15 10. MATERIAL USEDURING BUILDING PROCESS- FOLLOW MAN UFACTURER'SINSTRUC110NS 11. SOLID WASTEDISPOSAL- WASTE COLLECTION AREA WILL NOTRECEIVEA SUBSTANTIALAMOUNTOF RUNOFF FROM UPLAND AREASAND DOESNOTDRAIN DIRECTLY TO A WATERWAY. CONTAINERS HAVE LIDS COVERED BEFORE PERIODSOFRAIN, ORAREIN A COVERED AREA. SCHEDULED COLLECTION TO PREVENT OVERFILLING. M A TERIA LS N O T TO BE BURIED O N -SITE. LO C A T10 N TO BE A PPRO V ED BY ENGINEER. 12. SANITARY WASTE- CONVENIENTAND WELL -MAINTAINED PORTABLE SANITARY FACILITIESWILL BE PROVIDED, AND LOCATED AWAY FROM WATERWAYSOR INLET. SUCH FACILITIESSHALL BE REGULARLY MAINTAINED. 13. LANDSCAPING OPERATIONS- APPLYFERTILIZERSIN ACCORDANCEWITH MANUFACTURERSRECOMMENDATIONSAND NOTDURING RAINFALL EVENTS. SEE LANDSCAPING PLAN FORLANDSCAPED LOCATIONS. 14. WASH WATERS -TO BE DIRECTED IN SUCH MANNER NOTTO CAUSEADDITIONAL EROSION. MINIMIZETHEDISCHARGEOFPOLLUTANTSFROM EQUIPMENT AND VEHICLEWASHING. N POLLUTION PRO TEC 11O N PLAN 30 0 30 60 scale 15 feet 0 0 0 LO w O O cn L a N N 0u QZ o"? cj Z O o c o� o� > > z d G x LoF--v)a-u_3 T_ a>3 W oCD CQ Ci U �Y Z O z Q a J H O Z m = Wt. 11611.11 � 9= cc Lu OZO N z Z _j 06 O a Z a W W Lu X a O Lu a aQZ a z W W u, I a Z m O~ a z 0 FL 0 a 0 r JGo M 00 00 Cl)1 U) o �r o zz m > > vi o o > U �0� r o U Q 0 0 z z w w 0 w LL I-L o- o 0 Z n O U a � Z 0 Z d > Z w O F F u� J 0 SHEET C2 W J o a LL1 0 W 0 0 J J a a Storm I II/� /Il // I— `/ I/ \ —I / / //I —/'I — I _►/ /Il / //,/ I / I I/ III /` I / I/ lI— I —. _ /Il /1 — _ 1 I/ / III I _— 1I —/I I I II _II I I _ —// /I/ /I /'' _// II ---II\ 1 III II I 1// I/I I —II/ I , / I / I ' ///-- / /II I / //I — /I / IIIj // I '/—/ —/— I // — _ ///'/�'/'_ I//'�/I / I -- — //I /j I —I( —/ II 1 j/ I // / \ �/ // / --/\—// — —/—/_II—/II I /► / II / ///II —///I I I _—I/1— I / / / —/ _ I / I / / //// //J——//// I_ /I/ II J—/I II I I l I I I II/ I Ii I / /// I—_/ / /// ——1 // / 1 /1 ' // I///III//I 1 I I/I — I�I / /II I11 /I — I / / / i/// ///_ //// //— —/ / // I /I /j/ I1I//—j / ' I 1I // 1 /—/I I/I_ I I / //J—l//— / / // /III — I_lI'/I /I —I1/ / Il/I/I1//I 1 lII/` / I/--lI / I l/IiII 11/—/ / II /1J/I1I / /jI/ I1I 1/ /l/1/1//1/I1'/ II /i/1 1/I / 1 /IIl/ /I1/ /I1I/ I/ iI lI /I/1II/l 1I//I11I1/ / II/ I / ll//II/1I/l1/ I1/II///1I 1// �/1I//I I///11/////1// II/111//I1/ //1//I // /1I/ //�I//II/j 1 / /11 /I1/ II // 1 I/I / //// /I/1 /// // ///// //// /// / /////_ /I/ / ///// 1/ /%// \4/ / / / / // /° \///%// //// /�,//i / // /2// ,///i/ /�/ // / / .j /_/ / `�\\°`�1-\1-, �-, 1PI- -,�1S ;\ \ I —I -_ —1�li—�- 1%j_—I\ —__—--_\� —_—I,��-' � --,- —,-\ s--'— T --— ,�—, ��1 �111- /-1 1/i //\' - /\\\=P•/ �—_ 1 / -,��_�\ \/ .4_\.7—\\8�>/"g_ >\/ \\>\;�\ I-\ -/\s_ /1 .4 Manhole - - - - - / 1\s\\ II1_1I/ //1,�111///► � i /I/ 1 1 /1 / I 1 1}/I 1 / ' /II — I /I /I \1\ . , \ / \\ — I II I �I I'P / I II «, ha(1N S 1t^oo) 1ow4 r m3 G ' 1 or s 5oru 7nt 8hF TO�0.'(Se)//// Inv. Rivana Ag)= C` y//// // /// / / / sw) —— Iri=3 �Co / — — — — — — ts4p60' — i SeerP1 Tax Ma _iuNEI/ Zone MV+ FILTERRA STANDARD —447 �\ =—jr?, i, J I ILTERRA STANDARD��-- "OFFLINE 6x10. EXTEND / ATION ww 15 TFELINE 7x13. EXTEND 6" SDR PIPE TO EXISTING�ADIS � "+ ING + GgUILSTRUCTURE. MINIMUM EXTEND 4" SDR PIPE TO/ + GRADE 0.5/./ ) STRUCTURE. MINIMUM GRADE 0.5/.FILTERRA BIOSCAPE 6x6.// / ¢1 /+ storm mO Ole / —48.7EXISTING STRUCTURE. P. ALBEMARLE opS , — n 2 / -+ — \ Inv.t_" MINIMUM �uGE Sto // i' / / ,- + TS A_, COUNTY lnv. dln9Wter In Str. ALBEMARLE + MANAGED COUNTY STEEP - � MANAGED / SLOPES FILTERRA FILTERRA STANDARD STEEP, ////+ �y OFFLINE 4x8. EXTEND 4" j : SDR PIPE TO EXISTINGSOPES/ /` I //// IP 1/�// 1 STRUCTURE. MINIMUM l GRADE 0.5%. TOCKPILEI ACTOTR � +AREA 1 OVVN ALUM TS ,, + 447 //j CE BUILDING / ` ° s/ HYPOCHLORIT/ FACILITY -am \+ \ + manhole 7 top# 447.14'///� UID LIME (07) Eli ' \ =inInv.BUILDING + +I in(west)= / / /// //// I I /� // (OQ) +\ out=433.6 ale Ma+/o467.78 S/ / / 4g065 / M+ ' 100, —Fhol DP_/ CS / anhole SLUDGE AND7/ (10) sT „/ GAC .96� 2.RECYCLE Inv3/ FILTER FACILITY/ /// PUMPIN BUILDING (05) VAULT / (04)FILTER//BLOWER11 "1_ - - BUILDING //PAD EQUALIZATION torm m20,c (04) TOP=aas.1I/ /(17) / BASIN Inv.m 434.29' Inv. in 25/ /i— O 09 Inv. °ut=4C4FILTERRA BIOSCAPE 4x63 EXTEND 4 SDR PIPE TO ss � EXISTING STRUCTURE. MINIMUMGRADE 0.5%. CLARIFIERS 1 (10) \ /I It/( CHLORINE CONTACT AK FLOC/SED (06) 01 I I SF BASINS \ (03) 1I \\\ IIII jIII I \ 1 I11,011 1 I _ loll77 . GENERATOR (16) - I I \1\ SF1 Ps DEWATERING A BUILDING I I I " /xc nV w 01 xC CE — TS I — / _-- 1 / —\\ r�/ LEGEND 5�— �' a / //�'_ ELECTRICAL: - -- ----------- ' / / / / 1 / • / Now Or He g ciates \N River i hts Aso Partner — — — — — / ship Tax Limited Map 45_69 Zoned'. RA NOTES: \ \ 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE CONSTRUCTED AND \ MAINTAINED IN CONFORMANCE OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. UNSTABILIZED SLOPES MUST BE TRACKED AT THE END OF EACH DAY TO ROUGHEN THE SURFACE MEETING REQUIREMENTS OF SECTION 3.31 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3. THE CONTRACTOR SHALL TAKE OWNERSHIP FOR ALL EXCESS MATERIAL AND BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL EXCESS MATERIAL. 4. SEE SHEET DC8 & DC9 FOR CONSTRUCTION DETAILS OF FILTERRA BIOSCAPE STORMWATER TREATMENT SYSTEMS. 5. TEMPORARY STABILIZATION SHALL BE OBTAINED BY TEMPORARY SEEDING AND MULCHING IN ACCORDANCE WITH STD. & SPECS 3.31 AND 3.35 OF THE VESCH. TEMPORARY SEEDING AND MULCHING SHALL BE USED ON ANY DISTURBED AREAS THAT SHALL NOT BE WORKED FOR MORE THAN 14 DAYS. 6. PERMANENT STABILIZATION SHALL BE OBTAINED BY PERMANENT SEEDING AND SOIL STABILIZATION BLANKET & MATTING IN ACCORDANCE WITH STD. & SPEC. 3.32 AND 3.36. PLACEMENT OF SOIL STABILIZATION SHALL BE IN ACCORDANCE WITH STANDARD PLATES 3.36-1 AND 3.36-2. 7. ADDITIONAL ESC BMP MEASURES TO BE INSTALLED WHEN REQUIRED BY THE COUNTY ESC INSPECTOR. II I I I I I XC - BUILDING \_ _e _ �� - / ////�—�////i// / / // + + + (13) X/'/ ++++++ PERMANENT SLOPE MATTING / UGC ( / /Jr uGE / " X \ �1 I I I I 1 //, l l l l l l l/ l I / l 1 1 1 1 1/ 1 -1 l CE A4 o o CONSTRUCTION ENTRANCE SILT FENCE I I / / / / / . J i / / / / / / / / // / / / / l / / l l / Ts TEMPORARY SEEDING / /// Now or Formerly Now or �ofinerly / i / / % /'/ i/ /' i // Associates Limited inia, i nweaith °f Virg PS PERMANENT SEEDING River HeightsTax Map 45-68D Comoro Section Partnership VpOT Right of Way Zoned. R15 Tax Map 45 68p7 My STRAW MULCH Zoned-. R15 N DUST CONTROL INLET PROTECTION LIMITS OF DISTURBANCE E&SCONIROLPLAN 30 0 30 60 scale 15 feet ui 0 0 to W- O Lr)0 0 O n U N N U Q Z o 0 j Z ,O O c o�-010z Q --lu > > z , N d X Q 3 Lo = Q W °' W 1 9+ Coll ; to o (� z o �O U �Y Pg Z O z Q a J H O Z m = a Lu OZO u Z Z _j 06 O a Z W a W Ex Lu X O a J W 5a aaZ a W ZW u,1a �Z m m W a a O� a Z 0 FL to z O a 0) q 0 r J Go M IO rO LLI o �r zz m o > > W o > U CO �O� r o 0 $ m U Q O Z z O O w o O w w w LL I-L o 0 H a VJ Z Q 0 > Q J w 12 z O F ? U) Z O �O SHEET C3 w J 0 Q LL1 0 U) 00 J J d d z 0 ry w 0 w m Z U) Of w U) a N O N A EROSION CONTROL SEQUENCE: 1. NO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL ALL PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED AS PER CONTRACT DRAWINGS. IF CLEARING IS REQUIRED FOR INSTALLATION OF A PARTICULAR MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST; CLEARING OF THE LAND NECESSARY MAY THEN PROCEED. 2. ONCE ALL MEASURES HAVE BEEN INSTALLED, THE SITE SHALL BE CLEARED AND GRUBBED AS NECESSARY WITHIN THE LIMITS OF DISTURBANCE AS PER THE CONTRACT DRAWINGS. EFFORTS SHALL BE MADE TO MINIMIZE THE AMOUNT OF CLEARED AREA EXPOSED AT ANY GIVEN TIME. 3. ONCE CLEARING AND GRUBBING IS COMPLETE, ANY NECESSARY TOPSOIL STRIPPING MAY BEGIN. TOPSOIL SHALL BE STOCKPILED ON SITE IN THE STOCKPILE AREAS PER THE CONTRACT DRAWINGS. THE STOCKPILE SHALL RECEIVE SUCH TEMPORARY SEEDING MEASURES AS MAY BE REQUIRED. ANY SOIL TAKE OFFSITE SHALL BE STOCKPILED AT LOCATIONS WITH ALL REQUIRED PERMITS. IF OFFSITE LOCATION DOES NOT HAVE ALL REQUIRED PERMITS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 4. DEMOLITION, EARTHWORK AND CONSTRUCTION OPERATIONS MAY BEGIN ONCE TOPSOIL HAS BEEN REMOVED AND STOCKPILED. 5. ALL PIPES SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAY'S TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE CAPPED AT THE END OF EACH DAY'S WORK TO PREVENT SEDIMENT FROM ENTERING. THE TRENCH SHALL BE BACKFILLED AT THE END OF EACH DAY'S WORK AND THE DISTURBED AREA SEEDED AND MULCHED WITHIN SEVEN (7) DAYS OF BACKFILL. 6. ALL INLETS SHALL HAVE INLET PROTECTION INSTALLED IMMEDIATELY AFTER INSTALLATION. 7. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDE AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS, EXCEPT FOR THAT PORTION OF THE SITE ON WHICH WORK WILL BE CONTINUOUS BEYOND FOURTEEN (14) DAYS. 8. ONCE CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL GRADING MAY BEGIN. 9. UPON COMPLETION OF FINAL GRADING, PERMANENT SEEDING, MULCHING AND FERTILIZATION MEASURES SHALL BE EMPLOYED ON ALL DISTURBED AREAS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. ALL REMAINING EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE ENTIRE SITE HAS BEEN STABILIZED. lo. ONCE PERMANENT STABILIZATION HAS OCCURRED, TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE REMOVED. ANY AREAS DISTURBED BY THE REMOVAL OF THESE MEASURES SHALL BE RETURNED AS CLOSELY AS POSSIBLE TO ORIGINAL CONDITION AND SEEDED, MULCHED AND FERTILIZED. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BETAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1-YEAR OF THE DATE OF APPROVAL. (WPO SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE OF LAND DISTURBING ACTIVITY COMMENCED (WPO SECTION 17-2078). 23. STABILIZATION OF DISTURBED AREAS WILL BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER LAND -DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 DAYS. 0 O w Ro O O E n � a N N OU Q Z O �? 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Z fn I � I LL, Cl) ;D 0 ;o N u, 0 N L11 LL > w Q 0-1 1 Cn X BLOWER PAD (17) TOP OF SLAB ELEV. = 470.50 SEE STRUCTURAL FOR DETAILS. Now or Formerly River Heights Associates Limited Paane 69p Tax Map Zoned, RA tall chain li fenc A 6,ohain link fence / ZA, AU x 6' tall chain link fence x \Survey Limits 4 �- June 19, k_ SEE SHEET C9 Now or Formerly Survey 201 NJune 19, 4 Commonwealth of Virginia, ht of W aY Section VDT Rig 45_68p7 Tax Map Zoned. R15 6' toll chain link fence 1s° Poplar � 6,, SourWOad 'z Distribution box Now or Formerly Rivanna Water and Sewer Authority Tax Map 45-67 Zoned. RA 6' tall chain link fence SLUDGE AND RECYCLE PUMPING VAULT (11) 7--I 6 wr di per plans I 1 O V ERA LL SITE UT LILY PLA N 30 0 30 60 0 IY O O LO w 0 p O N � a N N Q Z O () Z Lr) 0- O C 1 '0 O L Q 00 N > D LL L N N Z M a� 0 X Q 3 Lr) - = Q r� o u 3 3 W Cf) � z ti C) � ao z W °C zCn z Z 0 ~ zt= o a QJI-- = z >coa ( a� W >- Ovi z0 LUz z-iN 06 O CL. Z >- Z LU uj se O�W a F-- a >Wz Q LU Z LU F- z cc m UJ > Q O w Q Z O If U) Z O M a 0 rn m m 00 0 c Z Z m Q Q c >_ >_ U CD C Q O o W@m Q Z Z 0 r z LU (D U, z Q a Q � L a F Q J b SHEET C6 1 ACTUAL SITE CONDITIONS MAY DIFFER FROM THE CONTRACT DRAWINGS. / w TION RELOCATE 4 - ADMINISTRATION CHEMICAL FEED CONTRACTOR SHALL CONTACT THE ENGINEER OF ANY DISCREPANCY. BUILDING LINE AS 2. CONTRACTOR SHALL PROVIDE CONCRETE THRUST BLOCKING AT ALL BENDS AND / / (14) NECESSARY N FITTINGS OF WATERMAIN AS NOTED PER DETAIL ON SHEET DC1. 75 3. ALL SITE WATERMAIN PIPING SHALL BE THICKNESS CLASS 52. DIP. FFE=468 o 4. ALL SITE DIP WATERMAIN PIPING SHALL BE FULLY RESTRAINED. WEDGE ACTION C' -� ° RETAINER GLANDS INSTALLED PER MANUFACTURERS RECOMMENDATIONS ARE 4 0 4 Q 4 4 -1 PERMITTED FOR JOINT RESTRAINT AT FITTINGS AND VALVES AS REQUIRED ON 4 4 - -- w THIS SHEET. 4 4 TYPE B SEWER CLEAN -OUT, UGE SEE SHEET DC3 FOR DETAILS. o Q 5. CONTRACTOR TO MAINTAIN MIN. 4 OF VERTICAL COVER AND 10 OF LATERAL c 00 COVER OVER EXISTING PIPE DURING SURROUNDING EXCAVATIONS. �c 4 1 + 00 Co w U 6. CONTRACTOR SHALL PROVIDE SHORING TO SUPPORT EXISTING PRIVATE UTILITIES 4 J 4 107 LF 6" SDR-26 PVC @ 1.23% z w south _ LLJ 7. CONPIPING AS NTRACTOR SDHIALL CORE -DRILL INTO EXISTING MANHOLES WHERE REQUIRED 2 Co Gr,l ware °l' h ------------ AND PROVIDE WATER -TIGHT RUBBER BOOT. i IViU L� l nW corner °f light abar ~ Mine TYPE B SEWER CLEAN -OUT, pole base. 7 '/' be < w 8. MINIMUM WATERMAIN BURY DEPTH = 42". MEASURED FROM ESTABLISHED FINISH Matc SEE SHEET DC3 FOR DETAILS. 468 Cl) GRADE TO THE TOP OF THE PIPE. / Elev•= -- 9. SEE SHEET C10 FOR PROFILES OF SITE UTILITY PIPING. CD 6" 450 BEND _ 10. FILTERRA STORMWATER BIORETENTION TREATMENT SYSTEMS. SEE SHEETS C3, / ----- -__ FULLY ENCASE 6" DIP IN DC8, & DC9 FOR DETAILS.LEAN-MIX 20 LF 2 COPPER CONCRETE I WATER SERVICE BELOW ROAD U of e Backwash Drain nh o 6 69.46 o s Top=4_467 40' (2 Y "o rs,, Inlet o so - f, � Inv. � n=458.18 (pipe e Siz ��'O - Drop 7.02 � ° II let E Inlet Inv. I n't determin DrO h- Top_46=464.49 ', Drop In 89 / ca , o = .3 , Sout -S nv. out I Top=465 8, T p11 u =4 01 S� =458 20, 24) Inv• out-459 Inv I C. Inv• 1n I _ 93 II k? ,� I Inv. 1n 4 c ` i 6" - 450 BEND I 4 ink /ence°etallchain 1I-------- l Q � I I antenna laps) - I 10 1 36„ rcp _-- -- - 24" rcp perp _ - / U 0 �� h Drain S I ___-- I PROTECT EXISTING 8" 5;�� 6��kwas Q'�- - PVC STORM SEWER PIPE / + anh of e M 0 a Top=467.2 ---- � �, Hot box 6.46 Inv. 1n=45 o - /� __--- 4„ rcp - II BLOWER PAD out=456.32 // ___- ___- � ° �� shower (17) w ---__- �� Top = 47 0.13 m nl d 8c gin' TOP OF SLAB ELEV. = 470.50 a rn (Strut• fullHYPOCHLORITE SEE STRUCTURAL FOR ', DETAILS. �S / �� ----- -o �I O 6" pVC dr< FACILITY Top=�t-v � • � � � �- ( ) 4 I Y L Inv. In=462.1 � 4 a° a H P U N .40 0 Inv out- / 0 os / 0 ��' / LIQUID LIME ° 2" II n 3" vent. pvc rl-/ / BUILDING ° / (08) --- 00 / _ -- ,hole - --- a w � r orrn�� 78' // - - - -----� east of T% 46 7 , terl in e �/ Q in=460.65 / CONNECT TO 4 4 4� / X 2 73, Was point shown /I'n • q / 4 FFE= 47 l out f 60'6 i co / EXISTING a Est RoOO per plans v � / WATERMAIN -� ` '� -471 32 Cn / , w ---- Top 7 8, U i,. J / Ise-- - - X i n Inv. ::- - o y -� Storm r anho / vlslble in , 0 w or lines ear to go Top= 70.9 _� / of II -- ,l No a 96 / i Crete Manhole - lines structure. i n = 6 / O r 35 LF 24 DIP I of can or under Inv. � I �- _ - J To Service Pump d 96 a B - I 2 Inv Out= 60 u- 0 472 ' stationWetWell=475.71' around vert. pvc / o N 1n 37 I / - 24"X24" TEE. o 24" PLUG AND RESTRAINT. `n' Sludge SEE PROCESS FOR s CONNECTION DETAIL. Drain Top=4 62 67 1 g, E w _ Inv in=4 6 3 21' S 6" d.l Inv in=4 N plug Inv out=462 gD I ' U Sludge Handling �n Manhole Drain , I I I I 36" rcp 100 FILTER c Storm r` BUILDING I' Top=47� (04) Inv. in=46U• i I Inv. out-459.7 II 1 i .31 ST w/ 12' v b p 64.73' �' \ Top_4Q 1 C� Q „ E N botto el' 51, top `�ottom 8 E b ' -)=464.ag In in= ,4 6,4 Inv In 4 W a/ - -- i 4 „11+= 4B3.19 II 24 e Inv. 24 i e I „ i I Inv. X S as n, I as X X 479.72' 479.74' x Flume Flume 483.20, FILTER r R BU�LNNG BUILDING r I LTE (04) i In\/• 24 eX 79.02 as X x 479.74' x Flume ..o 1 Hyp pvc 2 (per plans Enclosed conduit olong face of wall pvc I 10 H\ ° _�- - W \E ® W 6,> \ \ f O 6"X6"TEE E CONNECT TO I x EXISTING l WATERMAIN I _ I x I I x � I I x � I • I1� x ---1 1 ' L--J C / N10 0 10 20 S cale 5 feet i I I i I I GAC FACILITY (05) r-- U11LIlY PLAN o- 0 0 0 uj 0 0 o cn � V N N U Qz 0�. u z 0 c o *0 > > Z � a-0 3 L0 2 Q W N 1 0 a a o LO � ZO U �Y Zti a �.4 boa Pg z a° za a z� a J H Z m ;^ �� dx. W > O Z LU Z _ N =)zaN 06 O �z aZ W a- W a J O LUX W a aaZ a W a Z W u, I Z m oLU a z 0 FL 0 Q 0 r JGo M 00 00 M 1) U) r o ZZ m >> a' 2 0 0 > U �0� r o 0 $ m ffiz O 0 U W Q W Z O (D w w Q w z a g z a a z_ L F '+IEET C7 w J 0 Q w 0 U) 00 J J a- a_ PROTECT CHEMICAL FEED LINES wv z Jw W UU Q W W CONNECT TO EXISTING STRUCTURE. FIELD VERIFY LOCATION OF STRUCTURE. CONNECT TO EXISTING STRUCTURE. UGEI t� 1 4+50 _ ,-I- - 7+00 - I I RELOCATE CHEMICAL FEED J LINE AS NECESSARY Inv. in=4b0•05 HYPOCHLORITE FACILITY 6"X6" 90 (07) BEN[ T- Pl III SING 18LF6"D CONNECT TO EXISTING WATERMAIN 6 LF 4" DIP 6",,4" -T e Reduce REMOVE 6"X4" REDUCER. CONNECT TO EXISTING WATERMAIN. 28LF6"DIP J 6"X4" TEE J 6"X6" 900 BEND 0 2 CONNECTION TO EXISTING STRUCTURE .� . UGE FAJ 36 LF 15" RCP Class V @ 8.00% 2+00 Curb Top=463.e i g, �,\l out=458.7 66 so UGE Uc cp UGE 'GE � Sp UGE �- - 164 LF 6" SDR-26 PVC @ 5.48% - CONNECT TO i ° EXISTING 48 LF 6 SDR-26 PVC @ 10.83 /o TYPE B SEWER CLEAN -OUT, SANITARY SEE SHEET DC3 FOR DETAILS. - SEWER PIPE INCIDENTAL TO Storm Manhole o e,", waa� -}b NEW MANHOLE) =465.58 36 /� 86 , Inv• In- San• MH out=455. 63.07 3_+50 Inv _47 456g1I SIn= 3+0 ` - - WM-2 „ 105 PRECAST MH It=456• co C o . 1 � 3fi F 36" DIP BACKWASH DRAIN @ 0.00% UG 5 + 00 I W - B �� ,� a Curb °X , �� A Top=456 0 ' EX-1 UGE Ductban - So v• in=449.14 - In EX-5 I 449 07 GE DRAIN @ 1.24% WM-6 `--_ Ind/ OUt= CONNECT TO 4 DIP SLUDGE c 'T 51 LF 2 " 4U / @ �� -� -� EXISTING 0 � STORM rCp rcp In SEWER PIPE. 48" ,?� MH tC� e d WM-3 ` Plan 00 _ 46 60110 � Uri \ 4 GAC FACILITY (05) 0 4 - PRECAST MH d 8s� ,q 5 5.2 W L \ so e foun � _ CO ,, � o structure tion `0 \ \ I ICI to IOCa I V ,Qut',A 22 � PROTECT Approxirn S S� O s o \ CLEAN OUT i pvc=447.. n Pei- plan GF VALVE.. �� show P ALUM BUILDING MH 25 LF 6" PVC / C1 an out Valve (15) CONNECT TO - �� ° a k roi �'' Jn. G \ FFE=470.36 - (�\ connec�n g EXISTING Top 1 co �� (o SANITARY MH An _I� Manhole ` v. in=46 I Top=464`96, + full of water In B6 _ c \ Inv- �' so . o N EX-7 > See bottom) r \ 8 LF 6 PVC o 0 _ cant C � k 4 4 . •� CO \ XJGE Ductbon 4 a SAN CLEAN -OUT \ _ 32 LF 15" RCP Class V @ 17.23°/d �� 3.52 SO di / CONNECT TO � tW = 45 EXISTING _ _ _ ... Qk.\•1.`.-..�.-.-.•. I ° 46 / 06 ��'dcr E FIER - ..... _ STRUCTURE. 56 LF 36 DIP BACKWASH - No - - --- - �� DRAIN @ 1.14% �� I Inv. In 462• \ ,0 � �°� �LAR - 2.0� / .1�:.`:`.`.`.:•'�: 12o Inv. Out-46 Ex-$ -� o�c a� Curb BOX 60 LF 6" PVC .........17.`�`Y`�•``�•``.`. oqo Man Ole-a�,�' c �r Top=q 45.88 `, I Storm _ 38' c ........`17`:`:`:`:`:`:-`- I - �6�. 40In- .........`.`.•.`.`.•.`.``` �� I TopACONNECT TO 9X �-J Motor Out- 441.4 `1�`•`•`•`•`-`•```�`- I Inv• in= EXISTING I 00 Inv a �t.-.•.•.�.-.�--.-.'=453.09 STRUCTURE. Son �' _ Standing w tE ut TYPE B SANITARY CLEAN -OUT, II 4 V O � 7tr. SEE SHEET DC3 FOR DETAILS. - A! CLARIFIERS �;- I i CLARIFIERS I - EX-4 I `� u t O� = 6 4.35 Control box (10) 3 LF 2" COPPER lea - ---- I ..... `�`. I e _46 5 I CONNECT TO J) I V� EXISTING Gontrol box STORM o outl O I SEWER PIPE. _ Ln __--- - Q + EQUALIZATION ANK C. 2" DIAMETER NOZZLE I I - - BASIN 6" PVC FROST FREE YARD EQUAL, (09) I �\ HYDRANT MATCH Son. MH '---' -g e Gate �`�� EXISTING ON -SITE = 47 4.6 4 , I GE lines YARD HYDRANT W TOp 10, ( ) � I FU N MANUFACTURER. Inv. In-473• NOTES: 02") v In=471.92 1. ACTUAL SITE CONDITIONS MAY DIFFER FROM THE CONTRACT DRAWINGS. -IV In r CONTRACTOR SHALL CONTACT THE ENGINEER OF ANY DISCREPANCY. _ _--- ___---- - O 2. CONTRACTOR SHALL PROVIDE CONCRETE THRUST BLOCKING AT ALL BENDS AND nV' - - _ ---- FITTINGS OF WATERMAIN AS NOTED PER DETAIL ON SHEET DC1. - - C - SS 3. ALL SITE WATERMAIN PIPING SHALL BE THICKNESS CLASS 52. DIP. S 4. ALL SITE DIP WATERMAIN PIPING SHALL BE FULLY RESTRAINED. WEDGE ACTION C RETAINER GLANDS INSTALLED PER MANUFACTURERS RECOMMENDATIONS ARE PERMITTED FOR JOINT RESTRAINT AT FITTINGS AND VALVES AS REQUIRED ON THIS SHEET. 5. CONTRACTOR TO MAINTAIN MIN. 4' OF VERTICAL COVER AND 10' OF LATERAL COVER OVER EXISTING PIPE DURING SURROUNDING EXCAVATIONS. 6. CONTRACTOR SHALL PROVIDE SHORING TO SUPPORT EXISTING PRIVATE UTILITIES - AND PIPING AS DIRECTED. 7. CONTRACTOR SHALL CORE -DRILL INTO EXISTING MANHOLES WHERE REQUIRED AND PROVIDE WATER -TIGHT RUBBER BOOT. 8. MINIMUM WATERMAIN BURY DEPTH = 42". MEASURED FROM ESTABLISHED FINISH GRADE TO THE TOP OF THE PIPE. 9. SEE SHEET C10 FOR PROFILES OF SITE UTILITY PIPING. 10. FILTERRA STORMWATER BIORETENTION TREATMENT SYSTEMS. SEE SHEETS C3, DC8, & DC9 FOR DETAILS. 1 0 - SS U C o End 24 sl-di per plans a Control box 464.33 Xa Hydro Gate "e pic.#, Control b ) see p 1 outlet Flow Controller see plc 2 Fiov, Meter Vault 45 8 • 8 Metal Stairs -< UE lines J X 141 J/ �.0 6„ PAC UGE ductbank Conduit along side of walk m 19 CONNECT TO EXISTING WM � I y t Control box see pic#3 �5 3 Ulf LILY PLAN Ntw=453 N 10 0 10 20 Iscale 5 feet W-464.3 nl 0 0 8 w No 0 0 E cn � a N N 0u QZ o�j Z O o c o -0 * o Q�°o N >>Z�� aa--0 < L 3 = Q � 3 3 W UD \ o (� X1 z o U �Y Z O za z_ a Q J H 0 Z W O z 0 n z a zN 06 0 a Z a W W LU X a 0 W a aQZ a Z W W LU ~ a z m � a a 0� a Z 0 Iff 0 Q 0 r J 00 00 M 1 ♦Y U) 0000 F_ o r C7 Z Z m > > ai o o >01) U �0� r o U U Q z z w w w Ez o 0 z a g Z a a z > L F � c7� F SHEET CS w J 0 Q LL1 0 U) 00 J J d d 00 U CD i XC FLOC/SED BASINS (03) 36" X 24" TEE 24" BV & BOX 12 LF 24" DIP L 0 �0 LAG F n � �w w I 12 LF 24" DIP �� 51. g8 LF 24 DIP 2 I HYDRANT 6" GV & BOX 13 LF 6" DIP- UGE AIR RELEASE VALVE MANHOLE, SEE DETAIL ON SHEET DC1 NOTES- 1 ACTUAL SITE CONDITIONS MAY DIFFER FROM THE CONTRACT DRAWINGS. CONTRACTOR SHALL CONTACT THE ENGINEER OF ANY DISCREPANCY. I " 2. CONTRACTOR SHALL PROVIDE CONCRETE THRUST BLOCKING AT ALL BENDS AND FITTINGS OF WATERMAIN AS NOTED PER DETAIL ON SHEET DC1. 'I 'CHLORINE I i 3. ALL SITE WATERMAIN PIPING SHALL BE THICKNESS CLASS 52. DIP. CONTACT , " 4. ALL SITE DIP WATERMAIN PIPING SHALL BE FULLY RESTRAINED. WEDGE TANK " " ACTION RETAINER GLANDS INSTALLED PER MANUFACTURERS (06) �� RECOMMENDATIONS ARE PERMITTED FOR JOINT RESTRAINT AT FITTINGS AND 1 VALVES AS REQUIRED ON THIS SHEET. SALVAGE AND 5. CONTRACTOR TO MAINTAIN MIN. 4' OF VERTICAL COVER AND 10' OF LATERAL INSTALL PLATE COVER OVER EXISTING PIPE DURING SURROUNDING EXCAVATIONS. BEAM GUARDRAIL 6. CONTRACTOR SHALL PROVIDE SHORING TO SUPPORT EXISTING PRIVATE UGE UTILITIES AND PIPING AS DIRECTED. �i 7. CONTRACTOR SHALL CORE -DRILL INTO EXISTING MANHOLES WHERE - REQUIRED AND PROVIDE WATER -TIGHT RUBBER BOOT. - = = 8. MINIMUM WATERMAIN BURY DEPTH = 42". MEASURED FROM ESTABLISHED f ° FINISH GRADE TO THE TOP OF THE PIPE. '" 9. SEE SHEET C10 FOR PROFILES OF SITE UTILITY PIPING. w° e W I GENERATOR II � ' - a w / UGE " I ' ° 0 " ° w vw �� 4 ° O vJ _w _--I 'I if - 45° BEND DEWATERING - - BUILDING _ (12) --- --_-- / 53 + 50 ELECTRICAL 12 52 + oo IP - - --_-- BUILDING L (13) -------------- - / 24" - 450 BEND ue G - x WATER MAIN LOWERING BENEATH EXISTING 24" DIP CONTRACTOR �I ---- 142 LF 24 Ld - --- --- --- ---- --- - ______------- 24" DIP CAP PROVIDE CONCRETE x THRUST BLOCKING WITH BOND BREAKER ON 24" CAP TO SUPPORT EXISTING UTLIlY PLAN - 24" DIP STUB ELECTRICAL DUCTS 30 0 30 60 (INCIDENTAL) scale 15 feet 490 490 36 IN X 36 IN X 24 IN -INCH TEE N = 3)24853.5709 E = 11492174.2300 485 ARV, SEE DETAIL ON SHEET DC1 485 24 IN X 24 IN -INCH 45.00° ELBOW N = 3924848.7659 FULLY RESTRAIN E = 11492274.4962 PIPING (TYP.) 480 _ _ - r �_ _ SEE NOTE 4 ABOVE 480 CONNECT TO 24" DIP EXISTING 36" DIP f 18" MIN. � 24" DIP 475 { 475 ;7- 24 IN X 24 IN -INCH 45.00' ELBOW N = 3924842.3252 E = 11492176.0751 24" DI \ 470 24 IN X 24 IN -INCH 45.00° ELBOW 24" DIP CAP 470 - N 3924813.5473 24 IN X 24 IN -INCH 45.00° ELBOW + E = 11492319.0445 \ N = 3924835.6751 E = 11492185.0041 I 24 IN X 24 IN -INCH 45.000 ELBOW \ N = 3924841.3136 465 E = 11492223.5499 465 24 IN X 24 IN -INCH 11.25° ELBOW 24 IN X 24 IN -INCH 45.00° ELBOW N = 3924821.2546 N = 3924836.5655 E = 11492383.6826 \ E - 11492191.0913 4 IN X 24 IN -INCH 45.00° ELBOW = 3924839.6508 460 = 11492212.1830 \ 460 24 IN X 24 IN -INCH 45.00° ELBOW \ N = 3924837.954 E = 11492200.5862 \ 455 455 c� rn o cc Lo CO IP ti CP r M M c0 (P V) tr In of o O o O o O rn ao CO C'i M L6 U) 00 00 00 00 00 00 ti 1" ti ti p- Lo Lo �-� 't� It NJ- �l- t't 50+00 51+00 52+00 53+00 54+00 0 0 8 Z No 0 0 E cn � a N N 0 y QZ o�u. Z o c Q 00 N > > Z � a-0 < 3 L0E--=Q co to a- 3 W 4ti z as o (� m z o O m U �Y Z a 0 � m � � � jx w a �u > OZO n z zaN 06 O a Z a W W Lu X a O W a W Z a LU Z W � a z O~ a Z 0 FL CO Z O 00 m 0 r J 00 00 M �- 1 o n Co c0 0t H c Z Z m G Q Q M � > > 0) - �� x o o > U �O� r 5 ~ Q 0 U O O w � Z Z 0 w w 0 w LL I 0- o 0 z a g Z a a z > L F SHEET C9 w J o a LL1 C) U) 00 J J a a ) z 0 ;w c� ;w ,m ?z ;U) l � l � w a CN � N O - N _wLj_ >w Q(r- cn X 475 470 465 M 455 450 445 ••1 Profile View of Alignment - Admin San Service L.1 475 470 465 15 LF 6" S R-26 PVC @ 1.85% 460 455 450 445 M MR �.1 475 me U.1 Profile View of Alignment - 36" Backwash Line o rn EXISTING GRADE q N_ co Ln In � rl- M II II II C_) zw co LO 07 � \ FX-1, M C) N co ^ Q LO a) pM M II CD II II U \ (-0 ZWI-1 ninn_ 455 wow o (�o o 00 00 00 U-)6U-) 450 z z 56 LF 36" DIP BACKWASH DRAIN @ 0.00% - 445 _U) 0 0 0? 00 LO L� zz 47 LF 36" DIP BACKWASH DRAIN @ 0.16% 440 480 FINISHED GRADE 0 o rn ei 475 �o d JCCD �ti C) 00 LO � II U 470 N r -� � EX-4 Q � � N c9 o II II U 1 z F-H 6" PVC 465 LU _ 15' RCP Class V fl 460 I 455 z� co ^ ^ ^ LO� ZCZ LO r, —0) 450 Z U-) U-) LO z N z z z 445 56 LF 36" DIP BACKWASH DRAIN @ 1.14% 85 LF 24" DIP BAC WASH DRAIN @ 0.10% 440 0? N (fl N Lq co C) 0? N 00 00 00 0? (0 00 0? co CA Cfl co r N co O 00 a0 N In coco N N O C) � r C)0� c� N O M O 00 4 0� (07 - � O 00 O C9 � d' (0D (0CC9 -t d � d' (0 (0 O (0 -t d � d (0(0 U-)LOLO -t d � d LO -t d O C9 (0 (0 �t "t ,t "t (0(.0 O CC0 ,t "t ,t d' -0+50 0+00 1+00 2+00 3+00 3+50 4+00 5+00 6+00 6+50 Profil@ View of Alignment - 24" Sludge Recycle Profile View of Alignment - 15" Storm Sewer Profile View of Alignment - Admin 6" DIP Water Service Profile View of Alignment - 15' Storm Sewer Relocation 00 04 475 475 475 480 480 00I) EXFSTING-GRADE o N � FINISHED GRADE o FINISHED GRADE LO M ti N LO 6 SDR-26 PVC � CO "o 475 o N 475 M o0 t` C6 M O 00 LC3=E33� CO � II � ti 00 Lo co M 00 Q0 EXISTING GRADE Q O' � 't II II U o o N `� 470 I (6 ti 475 475 EXISTING GRADE _ CO 71 w�- N�(0 470 - �N� CMCY) 470 co II II U rn Q LO 0 M N Z W H E/ Q LO M N CO II EXISTING GRADE N o ^ e rncyi p 0-)II II U M = °) m 0-)6 IN X 6 IN X 6 IN -INCH TEE 470 120 470 - CO z W ~ 00 II II U NCO � U N = 3925054.3376 - z W � EX-7 1465 465 z w z W ~ 465 470 E = 11492215.1198 _ FINISHED GRADE 470 � 110 10DM- 5 \` \ \ 4" THICK INSULATIO — — 465 465 BETWEEN 30" FLW & 6" DIP '15" RCP Class V 460 460 460 465 WATER SERVICE AS 465 \ 36" DIP DIRECTED BY ENGINEER- 32 BF 15" CP Class V @ 17.23% 30" =LW 460 460 6" DIP W 3 CONNECT TO 455 455 455 460 6 IN X 6 IN-INC _45.00�_ELB0 460 z Cl) EXISTING STOR = 3925106.6324 0 0 7 SEWER PIPE E 11492204.1132 1 6 IN X 6 IN -INCH 45.00' ELBOW co -- ^ z N = 3925157.2917 455 455 W W �W _ ., ^ E= 11492132.2343 00 .� z cwn 450 0 455 455 z z 450 LO 450 — CO CO LO Lo LO N N o � ^ ^ W 24" DIP SLUDGE DRAIN LO °N° N 24" R P Class V Cn z j 24" RC Class V 36" RCP Class V z z z j j � t M a, � z 450 450 Z 445 LOLOti @5 0 Z — z > z � N o 36 LF 15 RCP Class V 8.00 /0 36" DIP BACKWA H DRAIN ? — 445 450 450 24" RC iIass 85 LF 24" DIP SLUDGE DRAIN @ 0.10% z z_ z 36 DIP 445 445 51 LF 24" DIP SLUDGE DRAIN @ 1.24% 440 440 440 445 445 443 443 WE CV N 0 O OLq rn C3� rn o0 co CV 8+00 9+00 ti N O 00oN0 N N cn � N N M I-- C6 00 -t Nt CO � 't � 't -0+25 0+00 1+00 8+30 9+00 10+00 10+45.50 00 O q -0+50 0+00 0+75 0 0 w O O OU n L a N N Q z O U z r o c 110 > W L Z � a- 0 X Q 3 ' = ~ 3 ��a� 3 Z z!:= � a Q J I~ 0 Z m 0 W O Z Z a O N z N 06 O a Z Z a- I.- W W W Q 0 Z Q > W Q Z LU W IH Z LU > O� a z 0 z O a 0 J O 00m N M W n n = 00 00 M ~ 1 � a d H CD O c > > o o > U �O� o o O 'Z U W Q � Z Zz L 'Z O LLIw w w U_ LL o 0 SHEET C10 w J 0 Q LL1 0 U) 00 J J �z 0 ;w c� ;w � m ?z ;U) l � l w PROTECT CHEMICAL FILL STATION CONCRETE MAINTENANCE PAD FOR RELOCATED YARD HYDRANT MATCH INTO EXISTING PAVEMENT BLOWER PAD — (17) TOP OF SLAB ELEV. = 470.50 SEE STRUCTURAL FOR DETAILS. Now or Formerly oivPr Heights Associataes 8' HIGH CHAIN LINK FENCE (SEE SHEET DC5 FOR DETAIL) 12'X15' CONCRETE PAD FOR n Arnl 1A 0.1If' AI r/1111 MR Al A1T SECTION DETAIL I I r1 + HYPOCHLORITE FACILITY ° (07) COMBINATION 6" CURB & GUTTER (TYP.) (SEE SHEET DC2 FOR DETAIL) 3 FOOT TAPER TO 0 INCH CURB BACK EDGE OF APSHALT CONCRETE PAVEMENT x APSHALT CONCRETE PAVEMENT (SEE SHEET DC4 FOR SECTION DETAIL) 0 _ SS 12'X35' CONCRETE BOAT i PAD. SEE SHEET DC4 FOR TYPICAL SECTION x MATCH INTO EXISTING PAVEMENT I \ 1 o I'1lMr'1Mr'1r%rr-% r%ITr 1R Ar1lMr%\ ern ArA1Tr% ------------------ UUIVS I KUU I IUIV LIIVII 15 Now or Formerly RETAINING WALL Commonwealth 01 Virginia, CONCRETE COMBINATION CURB ht of Way Section AND GUTTER VDOT Rig 4.5.68D7 Tax Map 4" CONCRETE WALK Zoned. R15 0 o 8" CONCRETE PAD ASPHALT CONCRETE PAVEMENT xC 8' HIGH CHAIN LINK FENCE Now or Formerly Rivanna Water and Sewer Authority Tax Map 45-67 Zoned. RA SLUDGE AND RECYCLE PUMPING VAULT (11) NOTES: 1. ABSESTOS CEMENT PIPE MAY BE PRESENT ON SITE. 2. CONTRACTOR TO OBTAIN ALL BUILDING PERMITS REQUIRED. INCLUDING BUT NOT LIMITED TO RETAINING WALL PERMITS AT NO COST TO THE OWNER. 3. DOWNSPOUT TRENCH, SEE SHEET DC4 FOR SECTION DETAIL. 4. PROPOSED CROSSWALK, REFER TO VDOT ROAD AND BRIDGE SPECIFICATION SECTION 704. 5. ADA COMPLIANT PEDESTRIAN RAMP PER VDOT DESIGN STANDARDS. 6. TYPE A PAVEMENT LINE MARKING 4" WHITE, REFER TO VDOT ROAD AND BRIDGE SPECIFICATION SECTION 704. SITE PLAN 30 60 0 0 8 w 2 NO "00 E cn � a N N 0U QZ o�j Z � o c o * o > > Z vi n Ma-0 < 3 LO 2 Q co a- I 3 W z ti LOcy �W rn o a o z o ADC Pg Z Q 0 �_ z< � a Q J H 0 Z m � � a W �z0 U Z zaN 06 O �z Q W W LU X Q J O W Q Q a Z Q W ZW LU ~ Q z O~ a Z 0 FL 0 a 0 r J 00 00 M 1) U) 0' 00 H C r z z m G > > 0 = O 0 cl) > U 0� r o o $ � LLJ m � o U Q z z z z w LJJ U w w 0 w LL L 0- o 0 Z Q w Z F Q� SHEET C11 S:\PT\R\RIVAN\l48734\5-FINAL-DSGN\51-DRAWINGS\10-CIVIL\CAD\DWG\SHEET\RIVAN 148734-GC6.DWG SAVED: 8-28-2019 3:51 PM USER: JUSTIN R. BERGERSON XREFs: PLOTTED: 10-2-2019 11:49 AM PLOT SCALE: 1' = V-0" \Nx P a X D rn -o D r O z X m m m 77, z Z 04-o on LIL 0 I' D 0 ;u 0 C) z O oz m O z O On D n Cm C m mm O D Oz D � r r_ z U) O z n C W -v O a O W m 0 Cn m O m m Z Cn SH EET TaE SOUTH RIVANNA WTP SITE PLAN - ELEC TH C A L BUILDING �\ GE � -------------- - m FILE NO. (0BSERV) RIVAN 148729 FILE NO. (SOUTH) RIVAN 148734 RWSA RFB NO. 361 PROJECTSTATUS VDH SUBMITTAL ISSUE DATE 09/05/19 DESIGNED BY JRB DRAWN BY JRB Short Elliott Hendrickson, Inc. ® (SEH) MARK DATE DESCRIPTION REVISIONS f f f f f f f f f i t f t t i t f t f t t i f f f f f f f f S� i w I1 U mcncnm m m m mo C) C C� n Ox C 70 D � 17- 0 0 M 9° z D O U) OBSERVATORY AND SOUTH RIVANNA WATER TREATMENT PLANTS, REHABILITATION AND EXPANSION PROJECT RIVANNA WATER & SEWER AUTHORITY ALBEMARLE COUNTY, VIRGINIA ALTH MILES B LEY JENSEN Lic. No.0402051131 09/05/19 NAL /Cpn C) I 0 N z O D m Om0: om U'i-��_�mm 0 � D O�Om-j � O m�p0 m � O -C� m m k: z zzm0 Mz000 � D z r m C D r r :7 D — r m G) -< 00 ;Wc C r m �z m C/) z 0 � � O z O ---I O z -A SEH f 3535 VADNAIS CENTER DR ST PAUL, MN 551 10 PHONE: 651 .490.2000 FAX: 651 .490.2150 WATTS: 800.325.2055 www.sehinc.com II Q o 0 N O Q 0 L0 m 0 N N 0 r 0 0 CD 0 r N r O N ca - - - / )c c 100, 000, / /oo, -------- --- loe "I 45(6 /------'---------- / ��/ T�Ti i i 45 --_--��-- -�4S 1-1/ /' 1463� ,D53i0- i/`//i/ / /D6/ // ADMINISTRATION / ` /// / / / 62 / BUILDING (14) 518 / / FFE=468.75 517 00, / // / // / / / / i / // 00 519 p5�� / / 507 ° 000, % //� / // �%' // `/ / // a ° 4 4 Y, d // y// ///516 / 4g6 4 4 / 4 //�6� / / CO // / / 6'1/' 514 515 POINT TABLE POINT # RAW DESCRIPTION ELEVATION NORTHING EASTING 500 FILTER BUILDING CORNER 480.620 3924992.2950 11492029.6387 501 FILTER BUILDING CORNER 473.113 3925028.5980 11492025.1185 502 BLOWER PAD CORNER 471.007 3925032.3696 11491988.0191 503 BLOWER PAD CORNER 469.037 3925052.2243 11491985.6122 504 BLOWER PAD CORNER 469.117 3925053.9091 11491999.5105 505 BLOWER PAD CORNER 471.348 3925034.0544 11492001.9173 506 ADMIN BUILDING CORNER 468.750 3925163.0744 11492083.1999 507 ADMIN BUILDING CORNER 468.750 3925173.8718 11492172.5498 508 ADMIN BUILDING CORNER 463.000 3925211.5973 11492167.9909 509 ADMIN BUILDING CORNER 462.000 3925200.7999 11492078.6410 510 FALUM BUILDING CORNER 468.874 3925107.1818 11492317.2442 POINT TABLE POINT # RAW DESCRIPTION ELEVATION NORTHING EASTING 511 ALUM BUILDING CORNER 463.930 3925114.2138 11492372.8010 512 ALUM BUILDING CORNER 470.000 3925080.4829 11492377.0704 513 ALUM BUILDING CORNER 469.949 3925073.4515 11492321.5182 514 TOP BACK OF CURB (0" HEIGHT) 468.110 3925156.0818 11492094.7687 515 TOP BACK OF CURB (6" HEIGHT) 468.610 3925157.0440 11492102.7311 516 TOP BACK OF CURB (6" HEIGHT) 468.610 3925166.2018 11492178.5131 517 TOP BACK OF CURB (6" HEIGHT) 468.678 3925188.0798 11492176.2068 518 TOP BACK OF CURB (6" HEIGHT) 468.518 3925191.8491 11492207.9803 519 TOP BACK OF CURB - PC (6" HEIGHT) 468.271 3925178.2395 11492209.6007 520 TOP BACK OF CURB - PT (0" HEIGHT) 467.466 3925169.4496 11492220.2747 N. -457- _ _ 456 \ 455- _ _ 454- \ �s3 �s2 4S7\\Sp�4g\ 448\ 44� 446 44S` \44� 443 \ 442� \ \ X 64�- 459458--_\�\_�- \ \ \\ \ \ \ \ 465.� 461460_�� -462-520 - \\J 1 ST Co / \\ \ �\ / �/ /��1bN,�// /// // // \ \ \ rk / I S 0,/ / / ' i�/ \ \� \ ��' g CO I ( / W / / �/ �51 / \ < ll - 4_ 46g 468 opowdow4 4 464E /'///j'/' ❑ HYPOCHLORITE //i�' // �/ \ O-�/ // l //� �- a I FACILITY _ (07) ' I\ /C) LIQUID a I e \ //) / _-- LIME - 100, 504 rn / \ 505 502� Al / -470 474 1-5 /' / /--47477� �47S1_max 47 - / 9 RELOCATED CONCRETE _ --- BLOWER PAD (17) - SEE STRUCTURAL FOR DETAILS. TOP OF SLAB ELEV. = 470.50 /I I \ 501 II 0 I / �// - J FILTER ' ADDITION 1 // -(04) // I 4 a' \ SEDIMENTATIO \ BASINS (03) I II I I I II II =LOCCULATOR BASINS (03) / EXISTING FILTERS (04) i I I I I I I I I I I I I I I I I GAC FACILITY (05) ■ I I II CHLORINE CONTACT TANK (06) A 513 �T 0 \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \\ \N, 512 4 , a 47 / - s \ \ \ \ \ \ \\ \\ \\ i \� 11 ( / I j ��sh-A Co :.::::::::: I I I I do I! It 1\ Nt II \ L 1 \ \ of I / I CLARIFIERS � EQUALIZATION ® \ I ) \ ( \ 1n \ BASIN a \, �a, \ \ l (10 SS (09) ss- \\ \ \\ \ \ \ 1 \ \ 1 1 1 I I I I I I 11 \ \\ \ N I \ N' \ \� ALUM BUILDING (15) FFE=470.36 44 Co / / / / GRADING & STAKING PLAN 20 0 20 40 scale 10 feet 0 o 0 W �,o0E U o C o nU-) V N N U Q Z o 0 U Z o c > > Z � a-0 < 3 L�=Q r> v� n. � 3 3 Z W ��1IAz 4ti z - 1 Lo a o Z O za a J H O Z m = � a w � � Lu OZO n z zaN 06 O a Z a W W Lu X a O W a a a Z a W ZW u, I --a Z m O� a Z 0 FL O Q r J c~o c~o M 00� r r zz m a' 2 0 0 U �O� r o o $ m U Q z z O O w LJJ U w Lu w w LL L o 0 0 z a_ Z a Y Z CD w z F SH EEF C13 a o \ a ,�ol N / --------------------- -- 6 46 W 6-4 8 66 —_—— a\ a �A q 9 68 -- 4 d �� \ 4 4 —_ S \ —_---- 1 4° ALUM BUILDING - (15) FFE=470.36 I 4 0�A - / I I /,�\ / I \ S / v I 1 \ I \\\ �/� \ \ - p \ \ // W \ \ \ \ •-- \ 46 IN \Z \ \ I / 6\ \ \ \ \ \ \ \ \ \ \ \\ ��s— \ \\ \ \ \ / \ _ s470, �\ _ I �\ \\ \\ \\ \� \ �\ \\ \ \\ \\ \\ \ \ \\ v �v v SQ \ \\\ \\ \\ I \ 70--- I \ \ \ w FILTER J / ==� • `wl • / ' fi1..�.....�.., r 1 I 1 1 I \I �I_ 1�j I / / , \ \ 1 4 . ....Vl+ .... `` so ADDITION (04) co _ .... . •1\'`'�'+`-'./ I I I II I I \\ I I / �� \ I \ < a \ sr I .. I1 � \ 1/ I I � ► I � i 61 , I I I II �.`• 1�.•.•.•..+`�`. \ \ I I I 1 1 I 1� ; �\ I II I I I /� \. J \ \ I III I I I �CD I\ \....a. .11.. .. \ 1 I I I I I I \ I\J I ��1 I\I I / 522 II / . \ I '� I ucE T l i \ CLARIFIERS I p 1 / _ 51 II I 11 \ j �(I ST 520ju GAC FACILITY II \\ _ _ I I h II \ \\� (05) \I \ 1 �n 518 523 / -IFr ' — — — 473- \ \\ \ I I I I / I I SLUDGE AND ,� \ \ \ I I I �/ I RECYCLE PUMPING a Ida I I 41 VAULT as \ EQUALIZATION ----- _--_-- ss //� \ \\ \\ \ BASIN ssI0w / \ / CLARIFIERS (10) \ \ \ \ \ \ A/ A POINT TABLE POINT # RAW DESCRIPTION ELEVATION NORTHING EASTING 518 TOP OUTSIDE EDGE OF CONC. SLAB 446.180 3925027.7980 11492547.0151 519 TOP OUTSIDE EDGE OF CONC. SLAB 446.180 3925042.0431 11492545.4277 520 TOP OUTSIDE EDGE OF CONC. SLAB 446.180 3925042.2644 11492547.4137 521 TOP OUTSIDE EDGE OF CONC. SLAB 446.180 3925046.7367 11492546.9153 522 TOP OUTSIDE EDGE OF CONC. SLAB 446.180 3925047.6798 11492555.3623 523 TOP OUTSIDE EDGE OF CONC. SLAB 446.180 3925028.9711 11492557.5327 1 1 1 i \\ \\ \\ \\ 1 \ \ \\ \\ '1\ i � I I ► II II 1 1 1 I 1 / // / // / // \ \ \ \ 1 \\ \ \\ 1 1 \ \ 1�\ \ I ► ► I I I I I I I I I / / // � GRADING & STAKING PLAN 10 0 10 20 scale 5 feet 0 0 8 uj U Co o 0 0 0 n U-) N N U Q Z o Z U 0 o� c Q J Z � a-0 3 < L x Q caLL33 W N z O z Q a m 3= z V � � jx 9= W O Z Lu Z _ N � zaN 06 O �z aZ W a- W a J O LuX W a Q Z Q Q W Z W u, I--Q Z m oLu a r JGo m ♦Y 00 00 M 1) U) O r O O v o U x 0� r o U W Q W Z Z O z z U w w o w LL I-L om o 0 i z a a z Q 06 > (D � Z F b3 (D SH EEF C14 W J o Q W 0 W ! Z O co ry w W I m Z 1 H co I � l I W FRAME & COVER (SEE DRAWING: SEWER 5) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX if 2' -0" PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS A 3'-6" MIN a MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" MIN. 4' a- 5'. FROM INLET TO OUTLET SHALL BE 0.10 FEET. VARIES CONCRETE FILLETS DEPTH OF FLOW CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING a A. SEWER. a ° .''° A '� 12» MIN. 6" BEDDING W/ N0. 68 STONE NOTES 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. 27 1/2- DIA 1 1/2" PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE [698mm] [37mm] WITH THESE SPECIFICATIONS. (4) 1' (25mm) DIA HOLES ON 32 3W4' (834mm) DIA 26 1/4- DIA 7" BOLT CI LE. [667mm] [178mm] O ° : 24" DIA [614mm] SET DOGHOUSE BASE , ' ° v EXISTING SANITARY 28[7 61mm] IA ON CONCRETE BLOCKS SEWER PIPE 36" DIA DOGHOUSE OPENING SHALL ; •' �'° ;• •' t ! :. MIN. 12" CLEARANCE [914mm] • A v ' ' O O (4) 1" (25mm) DIA HOLES BE PREFORMED BY BETWEEN EXISTING PIPE ON 32 3/4" (834mm) DIA MANUFACTURER OR " •.• AND STONE BEDDING BOLT CIRCLE. SAW CUT TO FIT PIPE OUTSIDE DIAMETER ,° .°•., FRAME SECTION + 1 1/2' (38mm) LETTERS PLUS 6". (RECESSED FLUSH) 78* 4 12" THICK VDOT [23mm \A q No. 68 STONE BEDDING 26" 8"x8"x16" AND 4"x8"x16" [660mm]3/16" 1 1/2" SOLID CONCRETE BLOCKS [38mm] CENTER W/RISER [20mm] WALL (4 EACH) DOGHOUSE MANHOLE BASE ANNA CAM BOLT SEE ASSEMBLY 1 3 1/8' 1/2- FILL DOGHOUSE OPENING DETAIL [79mm] [13mm] 1/4" (6mm) DIA MANHOLE ABOVE BASE SHALL 22 13/16" NEOPRENE GASKET AROUND EXISTING PIPE S R (2) CORED [57smm] BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE E W PICKBARS ON DETAIL SEWER 1 /OR NON -SHRINKING GROUT 1 1/8" (29mm) DIA Boss [635mm] PLAN VIEW O.D. OF GKT GROOVE SECTION VIEW 2 1/8" 3 13/16" ALLOW CONCRETE ALLOW AL FLOW A MIN. WRAP EXISTING PIPE WITH [54mm] NEOPRENE GASKET MATERIAL 1 3/8" (2) WSHR 1/16 X 5/8 X 1 1/2 V-0" BEYOND BASE BEFORE FILLING THE OPENING 0 11/16" 35mm] g/16" RUBBER PART# 00981045 OF STRUCTURE , • [17mm] (2) BLT HEX 5/8-11X3 1/2 55 NEOPRENE SECURED BY 2 [14mm] PAI2T# 00981250 NON -CORROSIVE STRAPS, 1 ON (2) WSHR 5/8 ID 1.50 OD SS EACH SIDE OF OPENING PART# 00981318 .1800" " ` [5mm].2400"�� 1/2" [42mm 2) HX 5/8-11 ZN NYLK 12 MIN. CAST -IN PLACE ] PART 00981284 3,000 PSI CONCRETE BASE [6mm] [13mm] 63 DIA. STAINLESS STEEL ROD (2) NUT HX JAM 5/8-11 ZN PART# 00981228 FOUNDATION SECTION VIEW PICKBAR & LOCKLUG HOLE DETAIL (2) 1935R LOCK LUG (SHORT) PART# 00193585 LOCK LUG ASSEMBLY NOTES: NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. EXISTING PIPE. 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. covERs SHALL BE FIXED TO FRAMES WITH LOCKING Lucs OR SIMILAR ASSEMBLY. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE STANDARDS. REVISION SEPT 2015 TYPICAL MANHOLE SECTION DRAWING NUMBER: REVISION SEPT 2015 DATE: DATE: NOT TO SHOWING BRANCH TIE-IN NOT TO SCALE: SCALE RIVANNA WATER AND SEWER AUTHORITY SEWER 1 SCALE: SCALE TYPICAL FOUNDATION ROCKY FOUNDATION MATERIAL 24"MIN INITIAL BACKFILL 12" 12" MIN. MIN. MIN. 6" BEDDING OR 168 57 STONE INITIAL BACKFILL N. 6" BEDDING i8 OR #57 STONE UNDER -CUT CONDITION NOTES: 1. ROCK SHALL BE REMOVED TO A MINIMUM OF 6" BELOW THE PIPE AND 12" MINIMUM CLEARANCE TO THE SIDES OF THE PIPE. 2. #57 OR #68 STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH TO THE SPRINGLINE OF THE PIPE. 3. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 4.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 5 NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED G TYPICAL MANHOLE BASE DRAWING NUMBER: REVISION OCT 2015 DATE: SHOWING 'DOGHOUSE' INSTALLATION SEWER 4 SCALE: NOT TO RIVANNA WATER AND SEWER AUTHORITY SCALE 45' MAX. FOR ALL BENDS 45• MIN. SECTION 1-1 X. 5' MAX PLUG I ' r J 2 l I 'I I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE W, MW ANCHOR IF MIN. REQUIRED. - BEDDING AS REQUIRED PIPE DEGfO:E BEND DIMENSIONS VOL TEE AND PLUGS VOL 512E OF CU.YD. CU.YD. BEND L H T L H T 90 2S0 250 3.01 0.24 4• 61 45 221/2 200 1.50 725 ZOO 760 252 0.15 0.10 200 2.25 250 0.15 11 t/4 1.50 2.00 2.50 0.10 90 &W &16 &Z 0.48 e. 45 2211 268 1.68 2.66 216 277 269 0.26 0.13 318 291 266 0.32 11 1/4 .Be1 218 287 0.13 90 4,83 &83 &42 0.83 to' & 12, 45 221/2 3.33 233 3.58 2.58 295 288 0.43 0.24 &113 4.00 2.83 0.52 11 1/4 1.83 233 2.84 0.18 90 &39 4,82 4,53 1.83 16' 45 221/2 4.37 &08 4.51 3.25 &91 &77 1.01 0.50 4.74 4.62 4.18 1.27 11 1/4 242 295 &77 0.35 90 7.33 5.42 5.20 2.71 16' 2211 5.00 3.54 5.07 3.85 4.50 4.33 1.50 0.74 5.30 5.00 5.00 1.84 11 t/4 278 &33 4,33 0.53 90 &08 5,90 &41 3.40 20- 45 721/2 5.51 &90 &52 &98 4,71 4.53 1.88 0.92 8.57 5.53 4.70 237 11 1/4 3.07 3.82 4.53 0.88 90 9.&S 7.00 5.00 &42 24' 245 21/2 V'4.O 6.55 &00 2" 9.50 0.75 4.00 158 11 1 /4 3.73 4.30 & 1.05 90 14.5 9.w 8.00 10.85 3W 45 221/2 10.5 7.00 7.50 &75 4.68 4.54 4.84 2.40 120 &25 4.75 8.53 11 1/4 4.50 4.50 4.51 1.20 90 17.0 11.0 7.00 17.18 36' 45 221/2 12.5 8.50 6.75 6.75 5,20 &04 7.47 MOO 14.0 9.50 &50 10.18 11 1/4 &50 &25 &01 1.90 SECTION 2-2 12"M I N EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36"MINI 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" MIN. -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE) N(ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. TYPICAL WATERTIGHT DRAWING NUMBER: REVISION SEPT 2015 DATE: MANHOLE FRAME & COVER SEWER 6 SCALE: NOT TO RIVANNA WATER AND SEWER AUTHORITY SCALE APPROVED COMBINATION AIR/VACUUM OR AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE (IF POSSIBLE) BRONZE ELBOW W/ THREADED SCREEN TYPE "K" SOFT COPPER N FINISHED GRADE .o � G x a m ;. A.. 'A • a BRONZE BALL •fVALVE a. I I 1 1 1 I I I I 1 1 1 I 6" VDOT #57 CRUSHED STONE TYPE "K" SOFT COPPER APPROVED CORPORATION STOP NOTES: 1) A 3' PRECAST MANHOLE RISER SECTION AND COVER WITH "WATER" CAST ON LID SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE SECTION AND TYPE "M" RIGID COPPER PIPE OR BRASS PIPE NIPPLES SHALL BE USED. 4 ANHOLE COVER SHAL NOT BEAR ON ANY PORTION OF THE ARV ASSEMBLY AND IN THE TRENCH. 1. USE MINIMUM 2500 PSI CONCRETE ) M L SHOULD NOT BE SET MORE THAN 15" VERTICALLY FROM THE VALVE. 2. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO INTERFERE WITH JOINT OR RESTRAINT 6. BELL HOLES SHALL BE DUG OUT IN ALL CASES. HARDWARE. PLASTIC SHEETING MAY BE PLACED OVER PIPE OR FITTINGS TO PREVENT CONCRETE FROM 5 ) VENT PIPE SHALL BE EXTENDED TO AT LEAST 12" ABOVE GROUND AND PROVIDED ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED SOIL. WITH A SCREENED, DOWNWARD FACING ELBOW. 3. THE DESIGN ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. REVISION SEPT 2015 DUCTILE IRON WATER PIPE INSTALLATION DRAWING NUMBER: REVISION SEPT 2015 DRAWING NUMBER: REVISION SEPT 2015 DRAWING NUMBER: DATE: AND BEDDING DATE: CONCRETE THRUST BLOCKS DATE: AIR RELEASE VALVE (ARV) ASSEMBLY SCALE: NOT TO NOT TO SCALE: WATER 2 NOT TO SCALE: WATER 8 RIVANNA WATER AND SEWER AUTHORITY RIVANNA WATER AND SEWER AUTHORITY SCALE SCALE SCALE RIVANNA WATER AND SEWER AUTHORITY 1 '-011 SEH TYPICAL SEWER DRAWING NUMBER: INSTALLATION IN TRENCH SEWER 7 RIVANNA WATER AND SEWER AUTHORITY 3/8" CROWN COAT AS SPECIFIED DI 4" DIA STEEL PIPE BOLLARD EMBED IN CONCRETE AND FILL I, WITH CONCRETE 1211 1211 SLOPE SLOPE v p D D 1 C D � p n D D p D Dd e I D D p0 D D A D p DD I a D D D AJ D D � D c A D 1/2" EXPANSION JOINT BOLLARD DETAIL PAVEMENT SURFACE AS INDICATED NTS Revised: Oct. 2011 SEH Plate No. MISC-19 0 O w 00 O 0 0u N � a N N Q Z O (h Cj Z O- O 1) 0 O c L Q J a0 > > z 10 Z N N O Q coa� X LO H 2 Q 3 3 3 1ha_L Z O Z a Z� 0 a = z �aLu m a W >' to Z Lu H Z in � Z H 06 0 Z C_ Z � Lu se a 0uj >uQaZ Q Q Z UJ WII- Z m mUJ a W > O F-- < z 0 5512 �i o U) z 0 0 a o) ma' Q � c 0, zz m � c > > cn 0 U 66 Q >_ 0 O m �j Q111 � Z Z 0 r U) z z LLI 0 u07 �L FL O_ 0 z J \ / Q LLI F J SH I DC1 w J Q W 0 �I_ ! Z O U) ry Lu Lu I m ! Z 1 H co I � ! i ! w i� :is a 1 N I � O I � O N 0 N Li LL > (LU Q 0-1 1 cn x 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CG-2 CG-6 GR-HDW NOTES: NOTES: 31/4„ 12%2" LAP 111 / 32 CE4' 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1 I _ 6" _ _ 6" _ I 41 /4 /4 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. " x 21 2" 2" SLOTTED HOLE 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS 4„ 211 R 3. COMBINATION CURB &GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) cN s/8• R 55° POST BOLT, AND NUT (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. SHALL BE PAID FOR AS RADIAL COMBINATION — _ — _ — _ — _ � "SPLICE BOLT" WITH CURB &GUTTER. 55" NUT 8 PER JOINT 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS D.' D.' 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE M 55° NEUTRAL AXIS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM e' 'e• •e• - LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE = m OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. P P • e D•s ' D ' OF SUBBASE COURSES AND TO THE DEPTH OF 15 /16 R W BE OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. � s THE PAVEMENT. _ � '• x NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4, I.- �e ' �. ' 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 M 55° BACK -UP 55° PLATE SLOTTED HOLE D,' • D,' • D " SURFACE IS BASED ON ROADWAY CLASSIFICATION AND CG-2 IS TO BE USED ON ROADWAYS MEETING 5' THE REQUIREMENTS FOR CG-6 AS SHOWN IN Z w p . • p . ' " 2 R DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION 3/e•, R I LAP IN DIRECTION APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, v) D,� D.� D ON GS URBAN STANDARDS. N 55° �OF TRAFFIC IN THE SECTION ON GS URBAN STANDARDS. e • e • , DETAIL OF SPLICE JOINT �• �• BASE D SECTION THRU RAIL ELEMENT AND e e•"• ' P P W BEAM BACK-UP PLATE P P D.�D.eD P P 1u;11 P D P SUBBASE � 3„ /32 2" RADIUS e D D e D P e D O 11/2' 11/2 I II T-I5/8-11 NG-2 6 0 N P P P _ — _ _ i__P• ' I/4 1: D e D. SURFACE THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED 3/6" THICKNESS DIA.. x DEEP, ;e • . ;e • ;e • s" 2'-0" PARALLEL TO THE SLOPE OF R ONE OR NE e D.e • D.e D. SUBBASE COURSES PROVIDED A ZLRECESS °/is " x 1" ELLIPTICAL, SLOTTED HOLE L• 11/4" FOR SPLICE BOLT FULL LENGTH THREADS BOTH SIDES :' .:e • :e' . ' BASE THIS AREA MAY BE CONCRETE SNIMUM MAINTAINED.DEPTOF 7" L- 2" FOR SPLICE BOLT -FULL LENGTH THREADS ON NESTED W BEAMS. AT THE OPTION OF THE CONTRACTOR DETAIL OF STANDARD WASHER L• 10" FOR STEEL POST BOLT-1�/2" MIN. THREADS s m P D P L- 18" FOR WOOD AND CONCRETE POST BOLT-2/2" MIN. THREADS SUBBASE L- 26" FOR MB WOOD OR CONCRETE POST-2" MIN. THREADS 6' NOTES: DETAIL OF BUTTON HEAD BOLT AND RECESS NUT ALLSPEHARDWAREIS TO BE GALVANIZED IN ACCORDANCE WITH THE (GUARDRAIL BOLT) 1211 THE GUARDRAL AND MEDIAN BARRIER COMPONENTS DEPICTED IN ARTBA TECHNICAL BULLETIN NUMBER 268B MAY BE SUBSTITUTED ACCEPTABLE ALTERNATIVE IF BLE WITHDRAIL ORlNTERCHANGEAMEDIAN BARRIER (MB) ANDEAPP ROVED IF CURB IS EXTRUDED SPECIFICATION �V�T SPECIFICATION �V�T SPECIFICATION �V DOT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS REFERENCE STANDARD GUARDRAIL HARDWARE ROAD AND BRIDGE STANDARDS 221 REVISION DATE SHEET 1 OF 1 REVISION DATE SHEET 1 OF 1 REVISION DATE SHEET 1 OF 3 105 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/14 201.01 201.03 501.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS g" 8.• 5/8" WASHER 5/e"08" BOLT & NUT = - - - —T-7 a 3/4" HOLE a F- GALV. STEEL 10D o COMMON NAIL ui SEE NOTE 5. w 6"x8"xi'-2" 1n TREATED - PINE BLOCK TREATED SOUTHERN PINE `O 6x8 WOOD POST THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE SPECIFIED BY THE ENGINEER IN THE PLANS. v _E - DIA. .J-/ -- g N" 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS GR-2, 2A GR-2, 2A 1-Y4 6„ 6., 31� I _ 31 Ft I 9X 27%4" MIN - 283/4" MAX RAIL HEIGHT 9 _I it 6"x 8"x1'-2" TREATED PINE BLOCK OR RECYCLED MATERIAL. 6" WIDE BLOCKOUT P"7y, HOLE i �3l$ % 4"x 8"x1'-2" TREATED PINE BLOCK. 4" WIDE BLOCKOUT �I POST MAY BE HOT ROLLED OR WELDED. I� HOLES TREATED PINE �6"x6"xl'-2'- BLOCK OR Y4„RECYCLED MATERIAL FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN T-O" STRONG POST 8'-0" POST GUARDRAIL REQUIRED DETAIL ATFF,oF S R Ty'vY 4, GUARDRAIL INSTALLATION SITES REQUIRING LONGER II, GUARDRAIL POSTS N N II N II a NOTES: s 2" 1ED a /g"x10" BOLT PINE TREAT` TREAT TREAT w 1 ALL BOLTS, NUTS, WASHERS, AND OTHER & NUT BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. RECYCLED w MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY UI BE INTERCHANGED ON ANY ONE PROJECT WITH W6x8.5 OR Z THE RESTRICTION THAT THE SAME TYPE OF W6x9 2. POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. 0 OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE TO FACILITATE JOINT, HARDWARE, ETC. SEE SHEET NOS.501.01 GALVANIZING AND 501.02, 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER %" x 18 BOLT IS INSTALLED. HOLES IN POSTS AND BRACKETS CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) 236 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 6'-3" 6' 3" x GR-2 (6-3" POST SPACING) MAX DYNAMIC DEFLECTION = 3' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO.501.05, FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN I/8" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27%4" MIN - 283/4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IkVDOT XVDOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 SHEET 1 OF 2 REVISION DATE 08/14 501.05 501.04 08/14 3'-1/2" 3'-11/2" 3' 11/z" 311/z" x II II II II II J J J J J GR-2A (N-1'/2" POST SPACING) MAX DYNAMIC DEFLECTION = 2' _L L x OPTIONAL GR-2A METHOD OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 60 8' 26:1 14:1 50 6.5' 21:1 11:1 40 5' 16:1 8:1 30 1 4' 13:1 1 7:1 SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS GR-HDW 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NEUTRAL AXIS NOTE 3" LAP IN DIRECTION OF TRAFFIC AT SPLICE JOINT. 25Y2• BEND REQ'D. 1- 11 ONLY FOR USE IN GR-7. T-1034" 1 3„ 41/4" 41/4" 41, 41, 21, ZqL N 1 \ CIL vt m %" X 3" SLOTS 'g- 1" HOLES _%—BEND AND HOLE ONLY POST BOLT SLOT O M SPLICE BOLT SLOT " X 1%s' Y4" X 2%" POST BOLT REQ'D. TO MODIFY -�OST BO T SLOT CONNECTOR FOR SLOT (OPTIONAL) ; X 2 FZ' USE IN GR-7. W BEAM TERMINAL CONNECTOR W BEAM END SECTION (FLARED) 8 3" MIN. CIE THE GUARDRAIL MEDIAN BARRIER COMPONENTS 61/4" R 1 DEPICTED IN A.R.T.B.A. TECHNICAL BULLETIN 30 NUMBER 268E MAY BE SUBSTITUTED IF INTER- CHANGEABLE WITH THE STANDARDS FOR GUARDRAIL (GR) OR MEDIAN BARRIER (MB) AND 1 1 APPROVED BY THE ENGINEER. 18�Z1 2'-0" APPROX. X r I I O o 0. I J IL I JIL 1 CL SLOTTED HOLES %" X 1'/s" " X 1% " PLICE AOLT SLOT STANDARD DIMENSIONS OF 12%2", 24" AND 30" ARE SUGGESTED. W BEAM END SECTION (BUFFER) W BEAM END SECTION (ROUNDED) SPECIFICATION 1yD0T STANDARD GUARDRAIL HARDWARE SPECIFICATION REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS 221 SHEET 2 OF 3 REVISION DATE W-BEAM GUARDRAIL HARDWARE 221 505 501.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 2016 ROAD & BRIDGE STANDARDS 0 0 w O ON 0 O N � a N N OU Q Z ' o 1h U Z �nrno c o ' o s Q-; > > Z co a� X Q 3 Lo -=Q 1h1nmI3 3 W CsIAzcn co z tiLo 0)w w. cv . -1 a O d Z Z Gq O Z Q O H Q J = Z m >QLu a > W Ovi ZO Luz Z�H obi 0 Z Z a- II— Lu 0 Lu Q 1---0 Q W Z Q Z LU Lu F_ Z m m� w > Q O Q Z O If U) Z a5 a 0 a (n qt -j rn m m 0~0 0~0 M F- Lu H C g a zz m CD 0)2 0 o > U z U) 2 0 Q >o o �f�@m Q o z Z r z 0��0 � U, LLI E Li Z Z J rQ W � 0 F J �i U SHEET DC2 w J C] Q w U U) °° Z 0 v7 Of w 0 O' w m 0_ Z f- 0_ w NYLOPLAST 15" DRAIN BASIN: 2815AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE 0" - 360° ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -15" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, - CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, IF (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON 4" MIN MANUFACTURING REQ.) GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1599CGP 7001-110-207 STANDARD MEETS 14-20 1599CGS 7001-110-208 SOLID COVER MEETS H-20 1599CGC 7001-110-209 PEDESTRIAN BRONZE NIA 1599CGPB 7001-110-210 DOME N/A 1599CGD 7001-110.211 DROP INGRATE LIGHT DUTY 1501DI 7001-IIM73 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-30.06 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR SEE DRAWING NO.7001-110-065 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 03 14-16 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360". TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. PrPU1cc1nu PPMA nlw MI ncr DWG SIZE A SCALE 1:25 SHEET 1 OF 1 APPROX. DRAIN AREA = 81.25 SQ IN APPROX. WEIGHT WITH FRAME = 53.70 LBS 3.43 INOT DRAINS TO WATERWAYS 16.25 NYLOPLAST DUCTILE IRON .38 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 16.13 3130 VERONA AVE BUFORD, GA 30518 + Nylo laS PHN (770) 932.2443 FAX (770) 932-2490 lrt www.nylop last-us.col TITLE 15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL DWG NO. 7001.110.190 REV E GRATE MEETS H-10 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART 111, DEPARTMENT OF JUSTICE, 28 CFR PART 36. LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DRAWN BY EBC DATE 03-07-06 MATERIAL DUCTILE IRON 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 Nylo last FAX (770) 932.2490 www.nyloplast-us.com REVISED BY CCA DATE 08-30-13 PROJECT NO.INAME TITLE 15 IN PEDESTRIAN GRATE ASSEMBLY 7001-110-031 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 10013 NYLOPLAST DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-207 REV D 4" MIN C 6" MIN DRAIN BASIN NON TRAFFIC INSTALLATION I -.,,.I I.I 1-1- V, 1-1- ..RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN IER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS 111 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 9.30.99 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11.16 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN a-1 K, - T .. ..... ------ DWG SIZE A ISCALE 1:25 Section 2721 Engineered Surface Drainage Products 3130 VERONA AVE BUFORD GA 30518 + Nylo laS PHN (770) 932.2443 FAX (770) l last-u90 www.nyloplast-us.c TITLE DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION SHEET 1 OF 1 I DWG NO. 7001-110-111 REV E GENERAL PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal. MATERIALS The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermoforming process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals. The flexible elastomeric seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw material used to manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class 12454. The grates and frames furnished for all surface drainage inlets shall be ductile iron for sizes 8", 10", 12", 15", 18", 24" and 30" and shall be made specifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable of supporting various wheel loads as specified by Nyloplast. 12" and 15" square grates will be hinged to the frame using pins. Ductile iron used in the manufacture of the castings shall conform to ASTM A536 -grade 70-50-05. Grates and covers shall be provided painted black. INSTALLATION The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined in ASTM D2321. Bedding and backfill for surface drainage inlets shall be well placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final grade. No brick, stone or concrete block will be required to set the grate to the final grade height. For load rated installations, a concrete slab shall be poured under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.10.00 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 0311.16 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02013 NYLOPLAST DWG SIZE A SCALE 1:1 41JU VtKUNA Aft BUFORD, GA 30518 NylollaSt PHN (770) 932.2443 FAX(770) 932-2490 .nyloplast-us com TITLE 8 IN - 30 IN DRAIN BASIN SPECIFICATIONS SHEET 1 OF 1 DWG NO. 7001-110.011 REV H SCO-1 LID MARKER "S" A.B.S. ADAPTOR WITH PLUG 10" MIN ASTM D-2661SCHEDULE 40 OR WING -NUT PLUG DIAMETER SHALL BE " SPECIFIED ON THE PLANS NOTES: 1. CLEANOUT MAY ALSO BE INSTALLED WITH IRON BODY SCREW WITH BRASS PLUG AND ONE INCH OF LEAD POURED IN PLACE & CAULKED ON INSIDE & OUTSIDE EDGE. 2. CLEANOUT SHALL BE SUITABLY BRACED WITH 2" x 4" CROSS PIECE EXTENDED OVER & HAVING SOLID BEARING AT LEAST ONE FOOT ON EACH SIDE OF DITCH 3. CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE MAIN UNLESS OTHERWISE SPECIFIED. TYPE "A' ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 1413.01 STANDARD VB-1TYPE "C" FRAME AND COVER DIAMETER SHALL BE SPECIFIED ON THE PLANS. PLUG PIPE SHALL EXTEND BEYOND CLEANOUT BOX BEFORE BEING PLUGGED, IF APPLICABLE. NOTES: 1. CAST IRON FRAME AND COVER SHALL BE SUFFICIENTLY TRUE TO A PLANE SURFACE, SO THAT TOPS WILL NOT ROCK. 2. CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIALS AS THE MAIN UNLESS OTHERWISE SPECIFIED. SEWER CLEMOUT VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE "B" SPECIFICATION REFERENCE 0 O w 00 N 0 O NLO a N N 0 0 Q Z 0 () Z LO t O C 0�10`C0� Q -I - W 0) > > w LO ii n Z M a- 0 X Q 3 LO H 2 Q D 1 3 3 W cln4m z ti 0) W >. C o d Z Y" pq z � O Z Q 0 � Z� a < = z m jH '-� a - a � = I= a- W >' t/) Z O inZ in Z t/> 06 0 Z >-Z� IW- LU uj se O �u a 0 Q >WZ a Z LLJ =a�Q uZ m m Q O w F-- a Z 0 ff Tn Z 0 a5 a 0 C4Mto QUJ 00 00 M ~ 7 IRT c g ZZ m Q Q c > > rn - iY iY 2 0 > U C 0 Q O 0@m Q Z Z r 0 Z Lu (D �, I-L I a- 0 0 Z Z J � Q LU 0 F J SHEET DC3 Q o r, NOTES: 0 1. RETAINING WALL DESIGN SHALL BE PREPARED BY REGISTERED N PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR AND SHALL BE IN ACCORDANCE WITH SECTION 32 32 20 OF THE SPECIFICATIONS. SUBMITTAL OF WALL DESIGN SHALL BE IN ACCORDANCE WITH SECTION 01 33 00 OF THE SPECIFICATIONS. CERTIFIED DESIGN COMPUTATIONS SHALL BE PROVIDED TO THE FINISHED GRADE ENGINEER. w (VARIES) 2. GUARDRAIL SHALL CONFORM TO THE DESIGN STANDARDS OF THE o< 0 PEDESTRIAN BARRIER HANDRAIL, TYPE I. (SEE NOTE 2) VDOT ROAD AND BRIDGE SPECIFICATION SECTION 221. 0 0 (MATCH EXISTING HANDRAIL TYPE AND a_ a- COLOR AS APPROVED BY OWNER) (� VDOT GUARDRAIL 28" I MINIMUM 42" 4-INCHES OF #57 STONE WITH FILTER FABRIC BENEATH. MIDDLE (SUBMIT COLOR TO OWNER FOR APPROVAL) BLOCK O ABOVE GRADE SETBACK = 1 %" CONCRETE CURB AND GUTTER (5.0° BATTER ANGLE ON WALL) (CONFORM TO VDOT STANDARD DETAIL PLATE) O MOVE BLOCKS FORWARD PAVEMENT, SEE TYPICAL DURING INSTALLATION TO ENGAGE SHEAR KNOBS SECTION FOR DETAIL. (TYPICAL) WALL HEIGHT (VARIES PER DESIGN) MIDDLE BLOCK (SIZE BASED ON DESIGN) EXPOSED WALL (VARIES PER DESIGN) 1 COURSE MINIMUM BURY DEPTH I _� � LEVELING PAD = 1' i -I O — Lu 0 co a a a '' III III III Z NTS U) l � ' w CRUSHED STONE LEVELING PAD N �- BOTTOM BLOCK (SIZED BASED ON DESIGN) PERFORATED SOCK DRAIN (AS SPECIFIED BY ENGINEER) i RETAINING WALL DETAILS WALL DESIGN NOTES: 1. WALL DESIGN SHALL BE BASED ON REDI-ROCK DESIGN SPECIFICATIONS OR EQUAL. DESIGN SHALL BE ' a BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA BASED UPON CURRENT AND PROJECTED LOADINGS AND PROPER DRAINAGE. ' C) 2. PROVIDE POSITIVE DRAINAGE AWAY FROM BACK OF WALL. r o 3. SUBSURFACE DRAIN BEHIND WALL SHALL BE DAYLIGHTED WITH RODENT SCREEN OR CONNECTED TO co NEARBY SUBSURFACE DRAINAGE SYSTEM. 4. WALL SHALL BE DESIGNED TO INCORPORATE HS-25 VEHICLE LOADING AT TOP OF WALL AND UNIFORM o = > W LOAD OF 300 PSI OVER ENTIRE REINFORCED ZONE. Q or- U) x >Qo 0 0 tLF %2" EXPANSION JOINT MATL REQUIRED WHEN WALK ABUTS RIGID STRUCTURES 4' TYPICAL CONTRACTION JOINT SPACING FREE DRAINING 2" X 2" WWF BACKFILL TO EXTEND 2.9* X 2.9 �c AT LEAST 12" BEHIND WALL 0 a a a a „o o0 0 0 0 0. III III=III111-lIIIJIII=III=III=III=III=III=1 11=1 11=1 11-1 11=1 11=1 11=1 11-1 11-1 11=1 11-1 11- 2" ASPHALT SURFACE COURSE SUPERPAVE 8M 9.5A. TACK COAT 3.5" ASPHALT BASE COURSE <71_ SUPERPAVE BM 25.0. 8 AGGREGATE FILTER FABRIC BASE COURSE COMPACTED SUB -GRADE CONC0E71E TYPICAL DRIVEWAY PAVEMENT SECTION NTS 48' MAX SPACING BETWEEN %2" EXPANSION JOINTS 4' VARIES WHEN WIDTH OF SIDEWALK, PAD, ETC EXCEEDS 6' LONGITUDINAL CONTRACTION JOINTS SHALL BE PLACED AS REQUIRED TYPICAL CONCRETE JOINTING f 2 X 2" WWF AGGREGATE BASE 2.9* X 2.9 COURSE COMPACTED COMPACTED I'III'III' I � I1 1 1I � I1 I I -I � I1 1 1I � 11 �- -ITI-ITI-1-ITI-1-1 SUB -GRADE SUB -GRADE �, I-III-III—III-i NON -WOVEN -� GEOTEXTILE FABRIC (IF SPECIFIED) TYPICAL SECTION GENERATOR PAD/ BOAT PAD NTS LEAVE OPENING IN CURB A2 A2 AT TRENCH (POUR TRENCH OPENING AND CURB RETURNS INTEGRAL) 7 CONCRETE CURB RUN TRENCH PERPENDICULAR U) TO SIDEWALK Q Al C.07 > CURB JOINT (TYP) 0.5'x0.5' 10/10 WWF REINFORCING MESH 12" CAST-IRON TRENCH COVER (NEENAH TYPE D W/ R-4990-CX FRAME) TOP OF TRENCH J TO ALIGN WITH CONSTRUCTION ADJACENT SIDE JOINT WALK GRADE. TRENCH BOTTOM SLOPE 1/4" PER FOOT MINIMUM DOWNSPOUT CANOPY SUPPORT COLUMN L CENTER LINE OF DOWNSPOUT DOWNSPOUT TRENCH DETAIL NOT TO SCALE NTS 4' TYPICAL CONTRACTION JOINT SPACING a a a a � a O 0 O 0 O 0 R 0 O O O 0 O ITI � 11=1 ITIITI1 11=I � � 1=1 I1 11=I � II 11=I � I1 � I1 11=ITI=1 11=ITI=1 I I=I � I1 1 1I I II � I� 11- CONCRETE AGGREGATE BASE COURSE � I I1 � I —III —III —III —III —III —III —I � I —III —III= -III i�lll��illl��lll��illl �Illlllllllllllllllllllllllll,I' II,�I„�Ill�l�lll�iilll i'' TYPICAL SECTION CONCRETE WALK NTS CAST-IRON TRENCH COVER CAST-IRON TRENCH COVER AND FRAME AND FRAME 0.83' TRENCH 0.5' KEYED CONSTR. JOINT PROVIDE WATERSTOP BETWEEN CURB AND CONC. WALK TRENCH d ° d - d BITUMINOUS ♦ ° PAVING ° a d r� d ° COMPACTED— o ° d ♦ GRANULAR FILL ♦Q � � O O � ° d d d° d d ° II— O O O O O O O 0= �- -� I Mi I I —I I I— I' CONCRETE CURB I I=III=1 I I —III —III —III —I I I - AND GUTTER I I III—III—f I I —III —I 1I- DOWNSPOUT TRENCH DETAIL NOT TO SCALE DOWNSPOUT TRENCH DETAILS DOWNSPOUT TRENCH DETAIL NOT TO SCALE 0 0 O Z o No O E cn � 1), N N OU Q Z O Z U o c Q J 00 >�Z� �aa -OxQ Ln F-- T_ 3 3 3 (0 v) a. u Z 0 � a z � a a J H 0 Z 11 0 W > OZO u Z a z N 06 O a Z at U a W W LuX a J O W a fH a a Z a W Z W WIa z m O~ a r J 0:co 00 00 M 1 0' 00 H C Z Z m G Q Q M > > — 2 0 0 `t > U x O o o $ m ~ O O U w Q W Z Z 0 0� w w 0 w Z J � Q w F c7� U SHEET DC4 S:\PT\R\RIVAN\148734\5-FINAL-DSGN\51-DRAWI NGS\10-CIVIL\CAD\DWG\SHEET\RIVAN 148734-DC3. DWG SAVED: 8-22-2019 4:30 PM USER: JUSTIN R. BERGERSON XREFs: PLOTTED: 10-2-2019 11:57 AM PLOT SCALE: 1, = V-0" z 0 U) 0 v SHEET FLE SOUTH RIVANNA WTP CIVIL DETAILS -CHAIN LINK FEN C E FILE NO. (0BSERV) FILE NO. (SOUTH) RWS4 RFB NO. PROJECTSTATUS ISSUE DATE D ESIG N ED BY DRAWN BY 00 -I CY) cn � W N �zm0c�00��-z�� om cm°�zv=20°O 7o-0>ZT�� o � m°� 0yn�zrMi �oo�c�[fl0= On�ncmG)O—z� mz�zzmm <z00o 0 °� >m D F� 20D m �0 �� OcZ �0n_ 0m F my° y�= O po OFm z�0 c a -vz6 m m T� 000 20 � r > 0 p Oz 90mCn =1 W y Hs0D >Oo m O z F- Cj F z D O =ED ® 17- �00 I— � � Z RIVAN 148729 RIVAN 148734 361 VDH SUBMITTAL 09/05/19 JRB JRB Short Elliott Hendrickson, Inc. ® (SEH) m z n m z O MARK DATE DESCRIPTION REV ISI O N S z 0 0 v CD n C CD 0 CD n (D a z �� i O 3 �] D O c -� O F c OBSERVATORY AND SOUTH RIVANNA WATER TREATMENT PLANTS, REHABILITATION AND EXPANSION PROJECT RIVANNA WATER & SEWER AUTHORITY ALBEMARLE COUNTY, VIRGINIA Qf t)fl W 2 D 8 i 000 O ��D C � � n O 00 �z nn m, o��ALTH Q� yj Lic. No.0402051131 . Sri) 09/05/19 . NAL _ -A SEH 3535 VADNAIS CENTER DR ST PAUL, MN 551 10 PHONE: 651 .490.2000 FAX: 651 .490.2150 WATTS: 800.325.2055 www.sehinc.com 2 = .tt 9 Lp00 W ii 0 Lf) z o o L0 0 W 0 C� u �� N .0,N E 10 0 C� CONSTRUCTION OF A SILT FENCE PICA L TREA TMENT I L/) 12 71 Llo O� TYPICAL ORIENTATION OF TY z -02, 0 z 0 'o :i �;, 0 -S I S TR U C _16�11 < 00 I vi,4, D (WITHOUT WIRE SUPPORT) > A u') TREA TMENT I SOIL STABILIZATION BLANKET) CCESS, V < 0 1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH co T_ < < Lo COURSE] cl) V) M UPSLOPE ALONG THE LINE OF OIL STABILIZATION BLANKET) INSTALLATION CRITERIA 1� PAVFMFNTi STAKES. i(S 6i 74' o _j < 0 6`MAX. PE ANCHOR $LOT or Lli __ 0 SHALLOW LLI P U) b., Mi N. 0 0 NOTE `, 2_11A-AQGRE�GATE'- ASE }rfr4 ON .0jj&LQ1 &LOPES. STRIPS OF APPROXIMATELY 200 STAPLES REOUIRED —I yPER 100 SO. YDS� OF MATERIAL ROLL —PROFILE�; NETTING PROTECTIVE COVERINCS V MCHOF? SLOTS, JUNCTION SLOTS & MAY BE APPLIED ACROSS CHECK SLOTS TO BE BURIED 15' TO 12'. THE 5 LOPE, 12" 111MAX. 4:1 0 R FLA17ER ------ ;7- 70,' MiN.., 'STON d' MAX. STEEPUR THAN 4:1 FLOW a--! ]--a ------- J UNCTION SLOT CTION EDGE AND END JOWS CONSTRU AS HALT ` --PAV �_A RACK! sI z BERM CHECK SL TO BE SNUGLY ABUTMD OT cn co 4 WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, (ANTE MESH WILL RAVE 0) TERMINAL FlOW STAPLED LAP JOINT IN to BRING TFE MATERIAL OYER THE BERM AND ANCHOR IT LIEU OF EDGE JOINT) x I S.T I N BEHIND THE BERM. PAVEMI 3. STAPLE FILTER MATERIAL 4- BACKTILL AND COMPACT LAP JOINT 27 MIN, _2 THE EXCAVATED SOIL. 'l 2' MIW*11 -�13 E TO STAKES AND EXTEND (JUTE MESH ONLY) I I zo 17 INTO THE TRENCH. —TAMP FIRMLY ANCHOR SL(7r cn PF' STP 5' MAX- 4,1 OR FLATTER SLOPE 3' MAX, STEEPER THAN 4:1 W -d§- -0, POSITIVE DRAINAGE 2-1 1 ------ 7----1 - ----- J *VUS'l m� A EXTEND FUL-._ (D-t-f4, L_ -�-Ql -TO SEDIMENT.-',, "'OES$ AND EGRESS I Er To 12, ON $LOPES. APPLY TRAPPING ,DEVICE„ PROTECTNE CCNERING PAPALLEL i I OPF_RATION+ 70 THE C?IRECTICIN OF FLOW AND ANCHOR SECURELY - CHECK SLOT z 0 ............ ;= FLO W I' To f 2p p z Q if -TAM CHECK SLOT f (�Wlvc ©RA,,IFIRMLY III III -doll , , I' z t= TW�SEPIMENT 0 owl VAR. t VAS. z T�RAPPRI!NG-!" D VICE' > U SHF TC) I Er 70 8' W IN, PLAN VIEW ock uj ,ET F1,0W INSTALLATION BRING MATERIAL DOWN TO A LEVEL AREA BEFORE 4 g -TIVE VIEW) (PERSPEC uj 0 TE"KATING THIE INSTALLATION. TURN THE END STAPLING DIAGRAM L > UNDER 4-" AND STAPLE AT IZ INTERVALS- i uj N_ FtLTERII CLOIH�;;�l 12' "CHECK SLOTS AT MIN. 0 z STAPLE FORMED FROM NO.11 STEEL WIRE. 50' C—C INTERVALS; —A Lu Z .5ECTION—A 8' STAPLE MIN. LENoTH rOR SANDY SOIL- NO-T RF-O.-D WITH ALL z 0 A A r STAPLE MIN- LFNGTH FOR OTHER SOIL ICOM B1 NATIOW BLANKETS < — R BITCH FLOW z _j W) 06 O < CL. Z t %iffiL- a, IllillhlIjUll 1 j�61_j JUNILMON SLOT d FLOWt Tikk4p A, inininnun water beinstaffe' Lu TERMINAL FOLD 0 ILu IN OITCHES, APPLY PROTECTIVE COVERING FIRMLY z .j 5' TO 12- a was i iose wgiffi a,. 0 1, 5,4iWii UJ X PARALLEL TO THE DIRECTION OF FLOW. TAMP FIRMLY - -3 6y e-W -M l6iftl 0 Lu I., . USE CHECK SLOTS AS REQUIRED. AVOID ,I, watd-11111st, d Iti Ve JOINING MATERIAL IN THE CENITER OF '�liovi s diIIiientJ AU sedi��'sl'iaU,'-be'p�eveuttd-frout-- Z THE DITCH IF AT ALL POSSIBLE. approved settffimarea to r4 Q�l >c Q ui z m Z POINTS A SHOULD BE HIGHER THAN POINT B j A I f f r F f 1 40) UJ < < 1= PAVED WASH RACK, > DRAINA01- GEWAY INSTALLATION 21 NO SCALEF� cc (FRONT ELEVATION) STONE CONSTRUCTION ENTOMNCE BLOCKAND GRAVEL DR OP INLET BLOCK & GRAVEL CURB INLET SEDIMENT .,AIL TER SEDIMEArT FILTER z 0 ff 70' MIN. EKFSTING 12 PAVEMFNI` CURB INLET WIRE SCREEN CONCRETE BLOCK zU) 0 MOUNTABLE BERM rILTER CLDTH 6' MIN (OPTIONAL) SIDE ELEVATION EXISTING GROUND _T_ -- ---- WASHRACK ICI" MIN. COPTICINAL) _j ui to co F_ 30' HIR z z M d LP' MIN, EXISTING CONCRETE BLOCK cl) PAVEMENT WIRE SCREEN > 0 GRAVEL FILTER > zPOSITIVE DRAINAGE 7— GRAVEL FILTER VDOT #1 ICI' MIN. 2 (D < COURSE AGGREGATE TO SE01MENT 00 TRAPPING DEVICE o co WIRE SCREEN 0 0 Z Z =0 MUST EXTEND FULL WIDTH FILTERED WATER RUNOFF OVERFLOW Ly 0 U)FILTERED WATER z (DWITHcoOF INGRESS AND EGRESS SEDIMENT Lu oo� r__ PLAN VIEW OVERFLOW co z OPERATION 11L Lu > < ry RUNOFF Z CO W 12' MINWATER WE H r' EE 0 WITH 1::: uSEDIMENT N. MAIM. Fuco . Z P: co Id C o DROP INLET SEDIMENT <zz WITH GRATE FILTER CLOTH SEDIMENT WIRE SCREEN cn SECTION A —A U) 2" X 4!' WOOD STUD CURB INLET Z co 0 < 0 SPECIFIC APPLICATION Q z z < SPECIAL APPLICATION > < O THIS METHOD, OF INLET PROTECTIONIS APPLICABLE WHERE F:—j uj12 0 HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW THIS NIET140D OF INLET PROTECTION IS APPLICABLE AT F= (D U3 z cn CAPACITY TS NECESSARY TO PREVENT EXCESSIVE PONDING 0 0 CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY < AROUND THE srRUCTURE. Z 7RFINFOIZCED CUNEPETE MRAIN SPACE TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 4 ,6 00 m SHEETSECTION B—B GRAVEL SHALL BE VDCIT #3, #357 OR #5 COARSE AGGREGATE, 00 c� GRAVEL SHALL BE VDOT ��3, #357 OR ,#5 COARSE AGGREGATE Z U? < 5DC7 .. r- ui u- > < &5 cn x Q o 0 Lp II rn 0 N N O w J o Q w U W a a c� 0 Z 0 W ry w 0 w co ry w 1n D a co v 0) 0 N N 0 N VAULT WIDTH INLET SHAPING (NOT BY CONTECH) -----ll----- CLEAN OUT QL I I I A I II a A w Un I I I TREE GRATE I I I I I I I I I I I CURB INLET OPENING SDR 35 OUTLET COUPLING CAST CURB INTO PRECAST VAULT WALL (NOT BY CONTECH) (OUTLET PIPE LOCATION MAY VARY) PLAN VIEW PLANT PROVIDED BY CONTECH ENERGY DISSIPATION ROCKS CLEAN OUT FRAME AND GALVANIZED ANGLE NOSING COVER CAST INTO TOP SLAB _ TREE FRAME AND GRATE CURB AND GUTTER (NOT BY CONTECH) CAST INTO TOP SLAB SE FILTERRA STANDARD OFFLINE LAB TOP CURB INLET DETAIL SHEET S � >� f STREET Cam] 2" O IRRIGATION - C6 PORT, TYP, -� Q 3 PLACES j 2 1 a 6" UNDERDRAIN 3" MULCH LAYER, TYP. STONE LAYER, TYP. PROVIDED BY CONTECH PROVIDED BY CONTECH 21" FILTERRA MEDIA, TYP, 4" - 6"00 UNDERDRAIN PROVIDED BY CONTECH FLOWKIT (VARIES BY SIZE) PROVIDED BY CONTECH SECTION A -A FT LONG SIDE INLET CONFIGURATION DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT SIZE (L x ) OUTLET PIPE DIA TREE GRATE QTY & SIZE FT0604 NIA CA 6 x 4 6 x 4 4"SDR 35 (1)3'x3' FT06504 CA ONLY 6.5 x 4 6.5 x 4 4" SDR 35 (1) 3' x 3' FT078045 MID-ATL ONLY 7.83 x 4.5 7.83 x 4.5 4" SDR 35 (1) Tx 3' FT0804 NIA MID-ATL 8 x 4 8 x 4 4" SDR 35 (1) 3' x 3' FT0806 ALL 8 x 6 8 x 6 4" SDR 35 (1) 4' x 4' FT1006 ALL 10x6 10x6 6"SDR 35 (1)4'x4' FT1206 ALL 12 x 6 12 x 6 6" SDR 35 (2) 4' x 4' FT1307 ALL 13x7 13x7 6"SDR 35 (2)4'x4' FT1408 CALL CONTECH 14 x 8 14 x 8 6" SDR 35 (2) 4' x 4' FT1608 CALL CONTECH 16 x 8 16 x 8 6" SDR 35 (2) 4' x 4' FT1808 CALL CONTECH 18 x 8 18 x 8 6" SDR 35 (2) 4' x 4' FT2008 CALL CONTECH 20 x 8 20 x 8 6" SDR 35 (3) 4' x 4' FT2208 CALL CONTECH 22 x 8 22 x 8 6" SDR 35 (3) 4' x 4' NIA = NOT AVAILABLE INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING UPON OUTLET LOCATION. F- Z Lu J J B L VAULT LENGTH I I I -L-- - - - - - - PLAN VIEW SECTION E-E B ' _ FT SHORT SIDE INLET CONFIGURATION DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) OUTLET PIPE DIA TREE GRATE QTY & SIZE FT0406 NIA CA 4 x 6 4 x 6 4"SDR 35 (1)3'x3' FT04065 CA ONLY 4 x 6.5 4 x 6.5 4" SDR 35 (1) 3' x 3' FT0408 NIA MID-ATL 4 x 8 4 x 8 4" SDR 35 (1) Tx 3' FT045078 MID-ATL ONLY 4.5 x 7.83 4.5 x 7.83 4" SDR 35 (1) 3' x 3' FT0608 ALL 6 x 8 6 x 8 4" SDR 35 (1) 4' x 4' FT0610 ALL 6 x 10 6 x 10 6" SDR 35 (1) 4' x 4' FT0612 ALL 6 x 12 6 x 12 6" SDR 35 (2) 4'' x 4' FT0713 ALL 7x13 7x13 6"SDR 35 (2)4'x4' N/A = NOT AVAILABLE 6) f i It e fra® THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOVJI!!G V.S. PATENTS: 6,277,274; 6,569,321: 7,625,485: T,425,261; T,833,412; RELATED FOREIGN PATENTS. VAULT LENGTH _�----- .lL---------- I � I I I � i I PLAN VIEW SECTION C-C FT SQUARE INLET CONFIGURATION VAULT OUTLET TREE DESIGNATION AVAILABILITY MEDIA SIZE PIPE GRATE BAY SIZE (W x L) DIA QTY & SIZE FT0404 ALL 4 x 4 4 x 4 4" SDR 35 (1) 3' x 3' FT0606 ALL 6 x 6 1 6 x 6 1 4" SDR 35 1 (1) 3' x 3' N/A = NOT AVAILABLE cz 0 O LO w O ON O O N � a N N 0U Q Z O () Z L U O C 0 :i 10 O Q - °o N > D w LO N N Z M a- 0 X Q 3 LoI-=Q cl1V)a� 3 3 W cQ CO � z -4 � ti � rn W C\2� -4 �� o Z Z Qo aJ� = z >aLu a W >- V)vi z0 Lu N in zZ �H obi 0 CL. z ZLU 0uj se a F.. a < Z a LU ii F a zcc m > � O "'' a Z 0 ff U) z 0 m a 0 -�mm ooMF— Lu oo� 0 Q Q c y - �� _ 0 CU ° Q - Z Z r 0 0��0� U, z� W Q Q Q z 0 > Q J w 12 z O U3z O SHEET DC8 0 ri cn 0-1 X W J 0 Q LL1 U U) 0 0 J J d d � z 0 W W 0 1 W m Z U) ' W (n 1 � a ro 0 v - W W :Q� U X 0 0 1 Im-i I1C*9a 1 hoLm IMI1[01019gli!I'll 0 E)IISTI NG TREE METAL'T' POST OR tiQEN FENCING FABRIC ORANGE MIRASAFE 4_2' 4- cp: c C. _ DE TO MIRAF 1 `J I= AN APP°RC7VED EQUAL STAPLE TO VERTICAL E T ,. WETAL'T' POSTS. NOTES: 1. F L ,1 _ CONTINI'OUS RUN OF FENCE MATERIAL ON BOTH SI DES OF 'AMECLATE VYORK ZONE IN WOODED AREAS AS SHO"N ON THE PLAINS. CC NOT ATTACH FENCE MATERIALS TO TREES. 2. TREE PROTECTION 'FENCING FABRIC TO BE PLACED IN A RADIUS OF NNl 1'•I MUM OF 1.5' FROM THE TRUNK OF TRUNK FOR EACH INCH OF DBH I C A',IE—AT BREAST HEIGHT). AREA INSIDE DF FENCING SHODULC BE A I's- CE-33, NG ENCROACHMENT ZONE THAT SHALL HALVE PIS P"ARVdINEI OF EtiUIPMENT OIL STOCKPILING OF SUPPLIES. 3. 'MII SAFE' HIGH STRENGTH POLYMER. GEOGRID FABRIC BY MIRAFI CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA. 4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ: 'TREE PROTECTION AREA�DCO NOT ENTER AREOVPARA PROTECCION DE LOS MOLES; PROHIBIDO ENTRAR` MAI`,TENAN--.'E REQUIREMENT' : 1. 1 NSPECT 'llo"rIEEKLY AND AFTER EACH RAINFALL PRODUCING 0.5 INCH OR MORE OF RAIN. 2. REPAIR OR RE.PtAI.CE DAMAGED FENCING IMMEDIATELY. 3. REPLACE ANY DAMAGED SIGNAGE I MMEDIATiEL.'Y'ASI NEEDED. 4. 1 F ROTS ARE DAMAGED, CUT OFF DAMAGE AREAS CLEANLY AND KEEP -EXPOSED ROOTS MOIST BY SPREAD PEAT MOSS, MOIST TOPSOIL, OIL MOIST MULCH. NO PAINT IS NEEDED. 5. FENNCING SHALL BE INSTALLED SUCH I THAT NO TREE BARK CAMAGE OCCURS. IF SUCH DAMAGE DOES OCCUR, ONLY A CERITI FLED ARBORIST SHOULD DO ANY BARK TRACING. NO PAINT IS NEEDED. FILTERRA PRECAST VAULT WALL (BY CONTECH) SDR 35 PVC COUPLING CAST INTO PRECAST VAULT WALL (BY CONTECH) FILTERRA FLOWKIT UNDERDRAIN SYSTEM (BY CONTECH) Q O O O 00O 1 0 0 0 0 0 0 FLOW --------------- o 0 0 0 0 0 =_ SDR 35 PVC OUTFALL PIPE AT a MIN. 0.5% SLOPE TO OUTFALL (BY OTHERS) Q FILTERRA PRECAST VAULT BASE (BY CONTECH) SECTION VIEW SCALE 1 y'r = V-0" (THROUGH PRECAST VAULT WALL AT OUTFALL PIPE CONNECTION) 4)) fi[terra ass GE I -A.;, 25,mt ].avplr; as —Ed Fo s—PniEN]s. The design and Information ahcwn on Mis drawing Is provided as a semlce to the preled owner, engineer and contactor by Cm1Snt Engineered Solutions LLC or one of Ifs afflllated companies ("Content"). Neither this drawlrg, nor any part thereol, may Da Usad, reproduced or math fled In any manner wiltwut the pdar wdten consent of ConiWch. Failure to comply Is done at the users own dsk and Contach expressly disclaims any !lability ar—ponslbllgy for such use. If discrepancka between lha supplied irdom ation upon which In, drawing is based and acb,W flak) wnditlons are encountered as site work progresses, these dl,aapancies must be reportetl to Contech immadlalaly for mevaluatian of ttie design. Contech accepts no liability for design, based en mlasin,, I—pl,o or inacwmte Infannatian s,pplladl by otirere. C=.►;NTECH® FILTERRA OUTFALL PIPE CONNECTION ENGINEERED SOLUTIONS LLC TO PRECAST VAULT WALL www.ContechES.com DETAIL 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX DATE:03-23-15 I FILE NAME: FILTERRA OUTFALL PIPE CONNECTION DTL DRAWN: SICK I CHECKED: XXX NOTES- 1 PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLANS. DO NOT ATTACH FENCE MATERIALS TO TREES. 2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS OF A MINIMUM OF 1.5' FROM THE TRUNK OF TRUNK FOR EACH INCH OF DBH (DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING SHOULD BE A NO ACCESS, NO ENCROACHMENT ZONE THAT SHALL HAVE NO PARKING OF EQUIPMENT OR STOCKPILING OF SUPPLIES. 3. "MIRASAFE' HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA. 4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ: "TREE PROTECTION AREA/DO NOT ENTER AREA/PARR PROTECCION DE LOS ARBOLES/ PROHIBIDO ENTRAR' MAINTENANCE REQUIREMENTS- 1. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING 0.5 INCH OR MORE OF RAIN. 2. REPAIR OR REPLACE DAMAGED FENCING IMMEDIATELY. 3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED. 4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGE AREAS CLEANLY AND KEEP -EXPOSED ROOTS MOIST BY SPREAD PEAT MOSS, MOIST TOPSOIL, OR MOIST MULCH. NO PAINT IS NEEDED. 5. FENCING SHALL BE INSTALLED SUCH THAT NO TREE BARK DAMAGE OCCURS. IF SUCH DAMAGE DOES OCCUR, ONLY A CERTIFIED ARBORIST SHOULD DO ANY BARK TRACING. NO PAINT IS NEEDED. STANDARD 90' NOSING PRECAST (OTHER NOSING AVAILABLE TOP SLAB UPON REQUEST) a a 4"-6" CLEAR ° THROAT a ° ad . OPENING a O ° d C d O C Q 4 a 4 THROAT PROTECTION DEVICE Q DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED CAST -IN -PLACE GUTTER AND THROAT OPENING (BY CONTRACTOR PER a LOCAL STANDARDS) ° #4 DOWEL BARS @ 12" O.C. BY ° CONTECH TO BE BENT AS a NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF PRECAST VAULT WALL a a ° CAST -IN -PLACE GUTTER SECTION VIEW STANDARD THROAT OPENING PRECAST PRECAST THROAT TOP SLAB TYP THROAT TOP SLAB OPENING OPENING TYP TYP a a A CURB 4" MIN. a ° < 4" MIN. 4" MIN. OPENING OPENING OPENING! CAST -IN -PLACE FLUME AND GUTTER PRECAST PRECAST (SLOPED TOWARD DOWEL DOWEL VAULT WALL CAST -IN -PLACE VAULT WALL THROAT) FLUME AND GUTTER (CROWNED AND SLOPED TOWARD FILTERRA THROATS) CROWNED FLUME REVERSE FLUME - SLOPED TOWARDS FILTERRA THROAT _SECTION VIEWS OF TYPICAL FLUME APPLICATIONS SEE ABOVE FOR DETAILS NOT SHOWN 6)filterra � ..a ].aP£18a: ]7-1: 7-REIa]EDFORHGN PATENia. The design and infgmaten anewn on Ws bmwty k pmwded e6 a SBrvIW b the pmfeU owner, e�gl�er BIM Wnlrecbr by ONTE H igln¢ered Utlpfb LL IX e de I�t¢d cwnpenias Neither W9 Orewtg, nor any P✓al Ma T,y 68 USed, mpmduoed o, moaned In erry ner without the pdor wdflen consent a CONTECH. Fallum b, w nply is done at fhe users own risk and CONTECH axpresaty tlisdaims any Ilebilily ar responsibllity f, such use. If di. -I ancles between d,e supplletl information upon which tits drawing k based and sMal field cmMitions are n—rAbrad as site work pmgressas, these dlsaepanclas must be reported o CONTECH immedlafely for —aluatien athe design. CONTECH amapis rm Ilabili far tlesign, baee4 on mhsin , incarnplete orinacarete inonnation supplied by otliere. C=:: NTECH® ENGINEERED SOLUTIONS LLC FILTERRA THROAT OPENING DETAILS www.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX I DATE:03/04/15 I FILENAME: FILTERRA THROAT OPENING DTL DRAWN: SCK CHECKED: ILT _h_'.rL_"jNCE CULVERT INLET PROTECTION ENDWALL 7- TOE OF FILL I I CULVERT U_ a I 1 I I I I t 51LT FclNc*E FLOW TOE OF FCLL DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT OPTION -AL STONE COMBINATION rLOur VDOT #3, #357 OR f 5 COARSE AGGREGATE TO REPLACE SILT FENCE IN ` HORSESHOE " WHEN HIGH VELOCirY OF FLOW IS EXPECTED > > �� 2 I - > I I A i i _N A V LU I �I J I � I > II I �I I I I I g I I I I II I SDR 35 OUTLET COUPLING CAST I 4 INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) f VAULT WIDTH \ 4 PLAN VIEW 2,51 CIh55 ;I R'IP13AP ENERGY DISSIPATION ROCKS AT INLET AREA ENERGY DISSIPATION ROCKS AT INLET AREA PLANT PROVIDED BY CONTECH 3" MULCH LAYER, TYP. Z PROVIDED BY CONTECH iv o 1- Oi - — — — — — — — — -- — — — —— — — — — — — — — > U? Z `\ /04 �� . a4" . a . 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY CONTECH 21" FILTERRA MEDIA, TYP. PROVIDED BY CONTECH SECTION A -A 4" - 6" 0 UNDERDRAIN FLOWKIT (VARIES BY SIZE) PROVIDED BY CONTECH Uj 0 0 w O O Ln U-)0,N N OU Q z O () U Z o c (�Zo`roz Q_j �00(D >�z'o ; � 1Q-OXQ 3 =Q co a- 13 3 W LO LO a D (� Z o U z zt: a a J I~ 0 z m � � a LU > OZO U z _ � zaN ds O a Z a LU W LU X a 0 LU a >WZ a Z LULU �a z CIO O~ a z O FL �O rV�JJ Q 0 r JGo m 00 M H LLI 1) U) 00 00 00 F_ r r Z Z m > > 2 0 0 l) > U CO �0 r o 01) O � rZ,-, ICI o U 0 Z Z O O LU (D W W W LL LL D- 0 0 z� W a � J a Z 0 0 > Q J LLI 12 z o �? mz 00 SHEET DC9