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HomeMy WebLinkAboutWPO201900058 Plan - Stormwater 2019-12-06a 6i uj U) 0 0 z 0 U) C:� LLJ co U) LIJ L0 cy) CD c� c� Z6 Lij LL w U) x ISITE DATA NOTES: -- -------- OWNER: RIVANNA WATER & SEWER AUTHORITY PROPERTY SIZE: 22 ACRES f1. ACTUAL SITE CONDITIONS MAY DIFFER FROM THE CONTRACT DRAW NGS. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY. PROPERTY ADDRESS: 2383 WOODBURN ROAD --2. PRIOR TO EXCAVATION WORK, THE CONTRACTOR SHALL DETERMINE IF ANY CONFLICTS OR INTERFERENCES BETWEEN EXISTING AND NEW UTILITIES EXIST. CHARLOTTESVILLE, VA 22901 IIF A CONFLICT EXISTS, THE CONTRACTOR SHALL BRING IT TO THE ATTENTION OF THE ENGINEER TO DETERMINE HOW TO PROCEED. PROPERTY INFO: TAX MAP 45-68B -3. CONTRACTOR SHALL HAVE A LICENSED SURVEYOR REPLACE EXISTING SURVEY MONUMENTS IF DAMAGED DURING CONSTRUCTION ACTIVITIES. DB 768-277 (COUNTY) ____4. DAMAGE TO THE EXISTING FACILITIES, THAT ARE NOT TO BE REMOVED, SHALL BE REPAIRED TO THE ORIGINAL OR BETTER CONDITION AS DETERMINED BY EASEMENT: DB 267-66 ITHE ENGINEER, AT NO ADDITIONAL COST, PARCEL ID -5. ALL DEMOLISHED MATERIAL NOT IDENTIFIED TO BE RECLAIMED BY THE OWNER SHALL BECOME PROPERTY OF THE CONTRACTOR AND DISPOSED OF OFF IZONING: RURALAREA IISITE. STATE: VIRGINIA I, 6. CONTRACTOR SHALL REMOVE AND REPLACE ANY DAMAGED PAVEMENT AT NO ADDITIONAL COST. WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT, IIIICONTRACTOR SHALL SAWCUT AND TREAT EDGES, AS SPECIFIED. MAGISTERIAL DISTRICT: WHITE HALL DISTRICT IWATER SHED: SOUTH FORK RIVANNA RIVER - LOWER CHESAPEAKE I-7. CONTRACTOR SHALL PROVIDE EXCAVATION SUPPORT, AS REQUIRED, DURING CONSTRUCTION TO MAINTAIN THE INTEGRITY OF EXISTING UTILITIES, ROADS, ENGINEER: SHORT ELLIOTT HENDRICKSON INC. . ... .. IIIA ND STRUCTURES. EXCAVATION SUPPORT SHALL BE DESIGNED BY ENGINEER REGISTERED IN VA, AND SUBMITTED TO ENGINEER FOR REVIEW. 3535 VADNAIS CENTER DRIVE z ST PAUL, MN 55110 8. CONTRACTOR TO COORDINATE WITH RIVANNA WATER & SEWER AUTHORITY STAFF ABOUT THE REMOVAL AND REROUTING OF THE BACKWASH LINES. IISHORT ELLIOTT HENDRICKSON INC. IISURVEYOR: '14 I3535 VADNAIS CENTER DRIVE IST PAUL, MN 551 1 0 II< _467- -83 HORIZ: NAD IDATUM: IVERT: NAD-88 Ile III36 IIIIIItfA III. ...... . . .... ... ... . ... II. . ... ....... .. 5I3 IfiIII.......... II19 II447, IIIu, IFACILITY IHYPOCHLORITE (07) IME I_IQUID L �A ILDING II(OB) ........ . .. ... . IIIItCLARIFIERS GAC II(10) IIIII,-"SLUDGEAND FACILITY 0 FILTER BUILDING RECYCLE I(05) PUMPING (04) A IV ULT EQUALIZATION BASIN IIIIIIJ, (09) ..... .............. I-/34 CLAKI I ERS IAi III(10) IIiIIIIItI3' L 1,>11 � �j CHLORINE IA ICONTACT TANK I(06) FLOC/SED t7Z BASINS fI(03) III---------- lIIIR' GEN _RA 0 It fII-7 DEWATERING II. ..... .... . ..... I K I POW TABLE POINT# RAWDESCRIPTION ELEVATION NORTHING EASTING 30 CPT:14 464.611 3925162.3030 11492312.2100 31 CPT:SPIKE 471.394 3924945.4030 11492436,7300 32 CPT:SPIKE 480.957 3924884.6090 11492242.0600 33 CPT:SPIKE 464.383 3925162.2760 11492312.2300 34 CPT:PK 470.992 3924987.3790 11491883,1600 35 CPT:PK 477.634 3924802.3930 11492036.0100 CPT:SPIKE T 467.703 3925162.1950 1 11492109.2000 - ------ ---- 11" (12) IIlI-ELECTRICAL IIIBUILDING III(13)I77777-7- IIIIC IIor Formerly No\N or 6frnetly IINOW Iates Lifnited )n\jveafth f \jrgjn!a, V:�,\Ier He�ghts AssOO 45-68D cornrn, Right ol \Nay SectiOn partnership Ta)�, Map VDOT _6BD7 Zoned-. R15 'TaX Map 45 Zoned-. R15 I ALBEMARLE COUNTY MANAGED STEEP SLOPES (TYP.) APPROVED by the Albemarle County COMMUnity Development Department Date File 76 I z 0 w 0 0 0 Lu < 7 >� — < < (1) V) LL v- � z z L Z z 0 z z z > > wl� z C) Z 'a = Z z gel, Lu > Lu Z �< z FAA w w 1= z Lu tn I- < ca ad LLI > z 0 u V) Lu V) 2� 0 V) U J CK Cb �t V- �dl ej) a) aj e) 03 co 0 ca z z ccl V) V) on C) 0 ��l V) .2 W 00 0 El: U cj z z z w_j —) Lu U) Lu Lu 0 LLJ (X V) CL 0 Z 7-- Z 0 t� > U LLJ _j Lz z I— V) uj Lu V) Lu SHEET cl C? cy) Q? 0 0 _j _j 0- 0- z 0 (f) of uj (D cr LLJ w r� Z C/) Z:) LLJ 7� 'IT 0'3 0 4j LIJ Lj_ uj ry (t) X N N ......... ... ::-,- x V 48- ---,L­ "'l -y' 4 a . . ... ..... .. 4 z 4 V, t,�, ­­._ .. ... ... zon (x N p", z '63- X_, . . . . ... -- ----- 61 "Z 6 00 f ,1181/ 77, k z� . ... .... . . . ........ 65., y -T P, Ql"`�__ pb�AINIS N/ ..... . .... . I X_A 'N' 6. v, L A j N .0 E3, "d 14) BUILDING . .... . ........ . ------- �_, z N 0- 7. 2 . ........ . .... s A x Z� A, OUNTYt & A (b SLOPES (TYP.) % . .. ..... . MANAGED STEEP j x'r, V C .. ........ 0 /ALBEMARL 7"' E ...... .... \,:','\�� a , / X. ....... . ........... . 5. q COUNTY, (b It x, MANAGED u-11-1-11111111, .. ...... . . \ N "T a .. ......... �A .... ......... to k A 115-0� 'k07 vu . ...... 40 n­1 011 "1 A, or, STEEP PI ... . . .... Z f SLOPES l .. ....... . ......... .. A e ­4 e�, fill . . . . . . . . . . . �x 0 4 7 Ts 1,66, f 'A, -0 1 N 2. 'Z, -Al P' '01110'l j� If E\ 'S­ moo, DIN ALUM BUIL 7 111k " WN I 7 . . . ... . . . .. . .. Zk A At l I%, - - — -L� J 2. t"N 'j, 'A' G . ...... N P& V� NY o-, '4_ V` m FACILITY n6 -0 iq, t,"I` a,, . . . ........ ml It I I 'a, 3 HYPOCHLORITE "g I'MV, WV G.. ........ o v 7 It("i""'A VIVA j()UIL) L t 'N" I,' 'A q, I Z, ""N I w ii it Q till ­-v IME w I n (07) n, I V-0111" It'll, V-111, WIN P V gl "A"o c & ,WWI­­�, t,5 \R" __Art BUILDIN v "wovam--li, 2 L-A -- ---- Ig"I'a"m 46 . ..... p3) ja\� F1 t g V", 6 -n ....... .. . . Vl 4kA&I bm t it z a �i-, � a, A A m 2RE-00 i A, A a 11K P q k k CLARIFIERS e X (10) \mh­­P� GAC 41, 1 lit g" io_ (D ... .... ...... SLUDGE AND FACILITY gp, t FILTER t i 1 it `412 (05) 473 ;v) BUILDING I A i \\ �- _t ­4 Jr, At, iib j"O 4' 47 4f`� m PUMPING A l, 5111 . . . . . . . . . . Z� (04) 4_ A t X, 4 Qb 7 V VAULT M EQUALIZATIOW 477f�� j 'e" A, MIP N ,v ... ...... . 1��, z AMI-SP, v , 0 qg, 4� g R-11,3111 7 & , - 4" z, lo" 1y", " If it BASIN 'N q "a r "Y" Y 4 8 su A A . .... .. 'M (09) N '5, A NN if A n, It / l " I , " / il' 1, "z�­,: - t `0,\ I lAN_1 _-g,'k "A It ........ . . A tV"ll a c: v,l ve, CLARIF Z= S v t v_ it n IERSRIM J 1E, J� it q It, , I ___ , " l -\ (10) i4 q A, f n\ kk j of p I q;, f �l i t I N/ It J, It 4, . ..... ...... ...... . ... U It 'A" E­ J it 'A It f If I Ip- K lk I h If - Ai it i . . ...... . CHLORINE A _j "t", 1,11 "" 11""'t I'll, 11 6,\, If it A Il .. "o, x, t ll, it 11 ','1 1 ti CONTACT f it I! I Ali A it I u tilt Is ill It It It it It It TANK (06) !I FLOC/SEDlit II it J� 3,� it 71 t it BASINS q F it It it it (03) IN- A�, It I it t K t A x, 1,N) I It it ...... . . . . ­­,�A, -N, it It .. . . .. ... .. . . f Ul P z f T It . . . . . . . ........ . . .... ... "W" t,� 1 it 'A it it 11 "i'l tO It it wm it . .... i lit lot NER/J OP It It i I I GE_ it i 1% J P I I tI tj It R It it R z t S31 _,Ig .. .... .... It t loi­,7", DEWATERING It it ly fit "t-!"A BUILDING A A N __A t I v, t . ... . .... c J, ,\\ie t (12) If J % V Iz, I t /J a �0, Z !v,' . . ...... . ..... N,1 11111 . . . ...... �'\ N 41 k Y m JI \w� . .. ....... "A c \A 3� J f z 0 Ax . .... ... . .. y, N... .. ... . . Z­, A . ..... T . ......... _4 ""A X Iz, t t AL 1"', it t v, 11� . ... . . J, N-, ELECTRIC N.... . . ....... ...... .. . .. 4 7,6 BUILDING % If (13) --------- -- ------ x// J, �j 4 if Nl f f or . ..... If lf Now �jver Heights irnited Pall"e'sh'lp L -z- Map 45-69 w or Forrnerly Now or No I f I I -7-r-Aari. RA Lirnifted -1, rf Virginla, NOTES: DEMOLITION OF EXISTING STRUCTURES - ALL MATERIALS TO BE REMOVED FROM SITE TO BE PLACED IN PROPER CONTAINER AS SOON AS POSSIBLE, ATEND OF WORKDAY ALL DEBRIS AND LITTER TO BE PICKED UP, AND PROPERLY DISPOSED OF. 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. OILS/LLIBRICANTS - 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. CLEARING, GRADING, EXCAVATING, AND UN -STABILIZED AREAS - FOLLOW EROSION AND SEDIMENT CONTROL PLAN. PAVING OPERATIONS - COVER STORM DRAIN INLETS AND USE DRIP PANS AND ABSORBENT/OIL DRY FOR ALL PAVING MACHINES TO LIMIT LEAKS AND SPILLS. 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. 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. ,er Heights ASSOGI�3 8D Comrnon\jveai T a)( Map 45-6 RIght 01 \Nay SedOn artnershiP VDO-T 5_68D7 oned-. R1 5 a_,� Map 4 z Zoned'. R15 09. MATERIAL DELIVERY AND STORAGE - DESIGNATED AREAS FOR MATERIAL DELIVERY AND STORAGE. @MATERIAL USE DURING BUILDING PROCESS - FOLLOW MANUFACTURER'S INSTRUCTIONS. 11. SOLID WASTE DISPOSAL - WASTE COLLECTION AREA SHALL NOT RECEIVE A SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND SHALL NOT DRAIN DIRECTLY TO A WATERWAY. CONTAINERS SHALL BE COVERED WITH LIDS BEFORE PERIODS OF RAIN, OR ARE IN A COVERED AREA. SCHEDULED COLLECTION TO PREVENT OVERFILLING. MATERIALS NOT TO BE BURIED ON -SITE. LOCATION TO BE APPROVED BY ENGINEER. 12. SANITARY WASTE - CONVENIENT AND WELL -MAINTAINED PORTABLE SANITARY FACILITIES WILL BE PROVIDED, AND LOCATED AWAY FROM WATERWAYS OR INLETS. SUCH FACILITIES SHALL BE REGULARLY MAINTAINED. '13. LANDSCAPING OPERATIONS - APPLY FERTILIZERS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND NOT DURING RAINFALL EVENTS. SEE LANDSCAPING PLAN FOR LANDSCAPED LOCATIONS. 14. WASH WATERS - TO BE DIRECTED IN SUCH A MANNER NOT TO CAUSE ADDITIONAL EROSION. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT 7;11 POLLUTION PROTECTION PLAN 30 0 30 60 s c� I �el P, P, t AND VEHICLE WASHING. G-1 Q 'o z V,� > < 7- CL 0 z C11 z z 4, z < =� z > cc (.) :r — &u 3: Lu 0 > ck ra� Lu 0 tn I.- Z 3: t4 Z C) Lu Z Z 0 .,:t Z U q< tu Z a- I— W am X uj > Z z U-4 z LU I— �__I( tn ne Lu > 2d 1�.)j w co n -j O� z z 0 7 > :D 0 < 0 0 7 0 V.) - F­ fl) uJ 00 LIJ co an LL U Q LL, "z z 0 oc)� , z < LIJ LL, - 31 U) uj Lu 0 75 < ­j =j r):� (,/) LLI On' LL LT. ov- 0- ��? cl C-) z 0 u uj. 0 z W/ z n uj zz� . . . ... . ... ..... ... - Ile e N, Now or F( I �k Rivanna a. "y" "Al S&qver A + + -T-a Ma Pm_ + + + ..... .... N N -, ------------- + + + '4 ': , ­__ t- Zone -4: . ...... ...... .. . . ......... I+ -4:- FILTERRA STANDARD z­�,'OFFLINE 6x10. EXTEND 6" SDR PIPE TO EXISTING FILTERRA STANDARD N A OFFLINE 7xl 3. EXTEND -47 + MINIMUM BUILDING 6 SDR PIPE TO EXISTIN G FILTERRA BIOSCAPE Ex STRUCTURE. MINIMUM 'RADEO.5%. (14) 4- 6 'GRADE 0.5%. EXTEND 4" SDR PIPE TO +/ ­ALBEMARLE EXISTING STRUCTURE.5 PS ST IMINIMUM GRADE 0.5%.­ COUNTY IS 0 0 _j __j /ALBEMARLE CO MANAGED COUNTY STEEP MANAGED ERRA STANDARD SLOPES TEND 4" STEEPI, OFFLINE 4x8. EX SDR PIPE TO EXISTING SLOPES STRUCTURE. MINIMUM GRADE 0.5%. 1_111 C ... ........ -vOR OCKpILE/ 0 A NTR EP� /N AP LAYDO\A ALUM . .... . 4-- . . ...... . BUILDING FFE H P HL (15) FACILITY T + IQU (07) It 4 Pm . . . . . . . . tCLARIFIERS .-.---,-,-SLUDGE AND I.. .. .. ... � RECYCLE (10) GAC FACILITY PU FILTER MPING (05) BUILDING VAULT itFILTER (04) BUILDINGI, E BL W 0 R PAD EQUALIZATIOW BASIN . ....... .. (04) 17) tFILTERRA BIOSCAPE 4x6, (09) TEND 4" SDR PIPE 1-0 EX IEXISTING STRUCTURE. . . ........ . .... .... ...... MINIMUM GRADE 0.5%. ..... .. ..... CLARI it... . ... . .. Itt(10) . ....... ------------ .... . .. . . Z, ------- ----- z�_ f CONTROL/ itCHLORINE ELECTRICAL tCONTACT itIIROOM tTANK (06) itFLOC/SEDII ........ . . SF BASINS tIlk (03) it1>1 . ... .. . \� . ..... . . ....... . ... t... .. ..... . � itItIt. . ...... ititt.... . .. . G EN itERPjf OR, tI\",\ .. . . ... DEWATERING BUILDING it(12) 1Ac xc CE LEGEND L BUIL ING ELECTRICA D (13) PERMANENT SLOPE MATTINkj .. . ...... . .. 7 CONSTRUCTION EN FRANCE C 1NOW Of SILT FENCE Heights Ass0c River 11p a,,.," .......... . . .. . .. . TEMPORARY SEE LiMite partner5h 'T Map 45 SQ :ormerly Now or �ofrner ui z or V ui 0 - No\jv f \jjrginia, Zoned. RA ates Limited co t ASSOCU jwe-alth PERMANENT SEEDING U) x s CornTTAOT cl- 5-6BD ot \Nay Sect!Ofl Ly River Heigh �Tay CD , Map 4 (D NOTES. Pjght 0 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE CONSTRUCTED AND Partnership Tax Map 45-68D7 Lu R15 STRAWMULCH 6 m Zoned' MAINTAINED IN CONFORMANCE OF THE VIRGINIA EROSION AND SEDIMENT CONTROL Zoned. RI 5 HANDBOOK. DUST CONTROL 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 INLET PROTECTION SEDIMENT CONTROL HANDBOOK. op z w § 3. THE CONTRACTOR SHALL TAKE OWNERSHIP FOR ALL EXCESS MATERIAL AND BE < RESPONSIBLE FOR PROPERLY DISPOSING OF ALL EXCESS MATERIAL. 4. SEE SHEET DC1 0 & DC1 1 FOR CONSTRUCTION DETAILS OF FILTERRA BIOSCAPE LIMITS OF DISTURBANCE 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 L.L D SHALL NOT BE WORKED FOR MORE THAN 14 DAYS. 6. PERMANENT STABILIZATION SHALL BE OBTAINED BY PERMANENT SEEDING AND SOIL E & S CONTROL PLAN STABILIZATION BLANKET & MATTING IN ACCORDANCE WITH STD. & SPEC. 3.32 AND 3.36. 7:� 4 z — PLACEMENT OF SOIL STABILIZATION SHALL BE IN ACCORDANCE WITH STANDARD PLATES 30 0 30 60 > 3.36-1 AND 3.36-2. 7. ADDITIONAL ESC BMP MEASURES TO BE INSTALLED WHEN REQUIRED BY THE COUNTY sc�le! �15 feet > ESCINSPECTOR. < ry V) x Ix, 0 LO Q z 0 J _ zQ Lo 04 0 < z < �7) > < Z '0 1 0 5� > M < < J_ z LTj 6" 0 cn z 0 z z < > z Lu > 0 Z Z 31: Lu CO� Z Z 'tj: G4 =) 0 Z < ce wl Z LLJ UJ mi Z > B& UA mi z z uj I— ag < ttj > z 2 jj 7 0 "'T 'I— '7_ ca m U X rx 0 m T�- z z 5) 'r- rX 0� V) L] I 0 z 0 -, uLj Lij ��) , I Q 0 d u, I-) < ­ Lli PJJ W1 0 ;7) ___j _J cj�: v) w 11�-_ T-c ET ck. a- t�- 0 L-� 1— z Lu 3: c L.L] V) Z, < z > Lij 0 LLJ 0 0 4n Lu U -S H E ET I z 0 to ry W 0 LU m W 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 TAKEN 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. 10. 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. ALBEMARLE COUNTY GENERAL 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. r� U J (- O yn L O N O 2 u C v} c"' 'n to cv N Q z c') I, z o < o � �. > W ' Q) c� a 0 X z n r- :L Q L m�u-LL3: a.In... r in LIA Z 'tit Z LU UJ to Lu a ;ate 44 tool OR- c mar z u t,} z 0 LU s a Y coa, vt v� zz .i E_V ydj cn 'n . i ..� co [✓ 0 < S: G z LULij Ili ..._I J �. _..LE CL to UJ C!: L a� a- I C� z uJ c u.i V) V) LIJ F__ Z J Z� 0 L✓ V) Z u 00 wu SHEET W LL Q Q-' (1) X d o A+ CONTRACTOR TO FIELD REMOVALSJ � � VERIFY IF THE SE 24" CI .- .. PIPE IS IN SERVICE `° -Z, / BITUMINOUS PAVEMENT REMOVAL BEFORE REMOVAL. r COORDINATE WITH CLEARING AND GRUBBING ENGINEER. CURB & GUTTER REMOVAL ��,. , �� ABANDON 122 LF OF 15" RCP STORM SIDEWALK REMOVAL �`'� RELOCATE 2" SEWER ST ® STORM SEWER STRUCTURE REMOVAL ��'�!\ YARD HYDRANT. REMOVE 130 LF OF 24 11 Now or Formerly 0 0 /� SEE MECHANICAL Rivanna Water and `�DIP SLUDGE RECYCLE ,ewer REMOVE 110 LF OF 36 AuTax Map 4 « « thority a STORM SEWER PIPE REMOVAL / ---FOR DETAILS. 5.67 w , WATER STRUCTURE REMOVAL ` 1 ® DIP BACKWASH LINE / Zoned: RA WATER MAIN PIPE REMOVAL. x CHAIN LINK FENCING REMOVAL A-% _ •�� �,� _—____- -- BULKHEAD 0 z 0 U) ry W c� W m Z W U) n m 0 o W W Q ry U) X SAWCUT BITUMINOUS PAVEMENT RELOCATE ELECTRICAL MANHOLE. SEE ELECTRICAL FOR DETAILS. DEMO EXISTING BLOWER PAD. SEE PROCESS FOR PHASING AND BLOWER RELOCATION DETAILS. SALVAGE AIR PIPING, SEE / 1- PROCESS FOR DETAILS. S d' BULKHEAD EXISTING T S G EAST INVERT OF MANHOLE AFTER REMOVAL OF PIPE. C� O V 4 .A _ . &. , OF ■ STORM SEWER PIPE REMOVE FENCING TO AN EXISTING LINE POST Now or Formerly River Heights Associates Limited partnership Tax Map 5 Zoned-. RA STAGE REMOVAL AND INSTALLATION OF FENCING IN ORDER TO MAINTAIN FACILITY SECURITY. .� WEST HOLD AND PROTECT INVERT O fARYISTINGSANI MANHO LE. SEWER � SAWCUT BITUMINOUS POTHOLE PAVEMENT FOR EXACT LOCATION OF _ v >' / ,/ / / :/ / / REMOVE 15" MH EXISTING . - - / RCP STORM SEWER PIPE TO R, EMOVE � � _ _ .. 3611 V j 75 LF OF ___ 4 > (s 6 PVC v>> - / HYPOCHLORITE SEWER > --- r / / i` FACILITY •E of9 _ LIQU ID � - 07 -... _ NG p} ; ST IL I 1, z€ r , r CLARIFIERS RS • r REMOVE a Q GAC 35 LF OF _ (10) .,, FILTER - FACILITY 4" DIP WM .x 0 7' BUILDING, (05) TO 6"X4" (04) , % RFnI 1C FR DIP BACKWASH LINE SAWCUT BITUMINOUS PAVEMENT ...... ST i \ 7 O S 01 T i SLUDGE AND RECYCLE SAWCUT BITUMINOUS _ - `:._ / °/- ; "0-OR""'t._; CONTRACTOR TO FOLLOW ALL FEDERAL, STATE AND LOCAL PAVEMENT _-___, / / GENERAWit„_ :,. «_ i \ o��, �� �T�r,�.�� dC��r„��1 r,� ��I�rr, ITAIP IIA Now or, Formerly ed River Heights Ass M+aate45-68D partnership Tax p Zoned. R15 DEMO EXISTING FLUORIDE TANK. SEE PROCESS FOR PHASING DETAILS. Now or Formerly onwealth 01 Virginia, Comm VDOT Right of Way Section Tax Map 45-68D7 Zoned. R15 ABANDONMENT DETAILS OF EXISTING PITS. -9U CONTRACTOR TO PROVIDE MEASURES TO RETAIN STORMWATER DURING CONSTRUCTION NEAR BIORETENTION BASIN. CONTRACTOR TO VERIFY LOCATIONS OF CLEAN -OUTS AND UNDERDRAINS PRIOR TO DEMOLITION OF PORTIONS OF BIORETENTION BASIN. III KETOVAL PLAN 30 0 30 60 scale A feet Lr Lu 0, u o E N N U Q Z O ? U o2�otozc > D z &i vi � 0 X Q CO V) = Q 3 �. ff uj f f LLJ Lu 0 f f 1 Lu A .�.:. . Y Q Z W 00 00 ® 4 n n u� � T �r O zz a In Y U _ a C O Q m O O O O o z z C_ � O w 02 F-1 E Q:� C� S�2 0 0 Z Z 4 o_ LL, ix J '= O W w 0 LLJ SHEET z 0 ry (D ry z U) i :D -�/ %t BLOWER PAD ell (17) TOP OF SLAB ELEV. = 470.50 SEE STRUCTURAL FOR DETAILS. NOW or Formerly RAssociates iver Heights A Limited Partnership Map 46-69 Zoned-. RA ...... ......... Xtia ...... SEE SHEET C9 Now or Formerly Cornrnonwealth of Virgin! a, \/Do-T Right of Way Section -Tax, Map 46-15BD7 Zoned-. R15 b O .... .... .. ... .......... . .. ...... Now or Formerly R:,\4anna Water and Sewer Authority Tax Map 45-67 Zoned.. RA SLUDGE AND RECYCLE PUMPING VAULT (11) OVERALL SITE UTILITY PLAN 30 0 30 60 z 0 z z t= 0 > too') z z Lu a < C) V) Z Z mg LU 0 UJ §-- < < > z Lu z uAl > fp- -^X. V— V) M LQ C,4 0 z I- r-m_ 00 co 0 J z z > > 0 z U < LU Z 7 < Ll (j) LLJ LIJ 0 <r 3- cv V) 0� -S H E: E T a p NOTES: Co I1 1. ACTUAL SITE CONDITIONS MAY DIFFER FROM THE CONTRACT "2 DRAWINGS. CONTRACTOR SHALL CONTACT THE ENGINEER OF ANY N DISCREPANCY. r 20. CONTRACTOR SHALL PROVIDE CONCRETE THRUST BLOCKING AT ALL BENDS AND FITTINGS OF WATERMAIN AS NOTED PER DETAIL ON SHEET DC'I. 3. ALL SITE WATERMAIN PIPING SHALL BE THICKNESS CLASS 52. DIP. 4. ALL SITE DIP WATERMAIN PIPING SHALL BE FULLY RESTRAINED. WEDGE ACTION RETAINER GLANDS INSTALLED PER o < MANUFACTURERS RECOMMENDATIONS ARE PERMITTED FOR JOINT W Y) RESTRAINT AT FITTINGS AND VALVES AS REQUIRED ON THIS SHEET. JO SEE PROCESS FOR INTERIOR PIPING CONNECTIONS. 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 C'10 FOR PROFILES OF SITE UTILITY PIPING. 10. FILTERRA STORMWATER BIORETENTION TREATMENT SYSTEMS. SEE SHEETS C3, DC10, & DC11 FOR DETAILS. -' / �, / \, .. ADMINISTRATION BUILDING 1. (14) ,.�. FFE=46B.75 f�- N U-) v O Q r 45 ti 4 �_ a 4 1 ., �_ (_D. ., � aar a 4 J 41. Q," I I `, 10 LF 2" COPPER WATER SERVICE S: ; , 6" - 45 BEND +,r ,, f, ,,, .- { ten, - " 9' a ;. 2 as i -- / r' s j O ,; r s \ t r - y 24 X24 TEE. a.-sa" \Ie ., ������ ��,.J 24 PLUG AND RESTRAINT :=` % ;r w_ SEE PROCESS FOR I y '- ; �•-}- CONNECTION DETAIL. - ` - _ 1\ BLOWER PAD / �> t t -` /- ) , �\�., " J ,.,.., - a� � TOP OF SLAB ELEV. = 470.50 y,,.."°° ' RELOCATE .*® SEE STRUCTURAL FOR " \'_ _ 11\ - .«.3 CHEMICAL _ ,DETAILS. 1 � "" FEED LINE AS- -` . _ ..\�°a\\\�\o�\�\�v��w� aa�\ax y�"'MM�ase\ea�ea`a��v� \>a'a"�-"s"n u. �t F? n I—____ ` I D LIME - ! 1 LIQUID ?" � ! 08 F i I r,r Y .- �..� " !..• n. n. _ v-. ram. u • .-... � ......_.....- v �,11, J { i i f J1 _.. {. i \ L.. 1 { t > . y r -, x { kol 4 '•�J'- J I 4 — 4- I 4 q .. a J «. ,_ -, �-18 LF 6" SDR-2h PVC 107 LF 6" SDR-26 PVC @ 1 r23%, -- I \r' !I CO - - - 1,S3 <1, � "I . '. III), \ (��N�� SCR` _ 26 ` �I2 �O/ p �C F o S/ " " TYPE B SEWER 1' __,�, op��) CLEAN -OUT, SEE ' 1 _, 3 SHEET DC4 FOR a -.,- , ; , ,,_,�_))g) ) ( �p(( __"_�i * - h o - DETAILS. �` C1V� �� _ > f4 No �6 :_ l ' x ,�` 1 L i i t j \,. O 6 _- __ \1 > 1 a ; iliC I , 4 \ _ - \ . x ,re .J `..,.J �.,.a i .. e ; s .,.. i t� e� 4 ? � y t i 1 1 ,_. /! _a -Y.._ - J �, ..--,_-, 7 .. � t " ,r_.._.. s r _ ,�i v• Y_-_. ' . :_-« ,_ � , I �;r Jr {._ , _ , 1,1"1 / le ,III "I", ',', ��_111_ -- I � ! i, 1,tJ �_\ Il nv- Its -.-._ ___ _ 6" 450 BEND CORE -DRILL INTO _.<_ _ ----- . _ <.,, a 4 __ - EXISTING IC�ILET ,. _,_ _a a ii r -.v..w•-.vv� 't \11_11 ..- ..x.� , 1, 1 � , / STRUCTURE CONNEC "..-Z _ _'I l'i i\ v / , , , " _-_ _-__- TO EXISTING STORM .�_ 1111 )11 ,I I I I �, , 1 i-i �ki I / _' \ 2 1 .,__ _. -. _ { 0 STR _ , - _ U RE. CTU ...... , _..' „ : .. ...- . .. 1 . .. a ...., ) �,, ro f ,.., t �r q (J , { C ___.. :3. s ..... -_._. .. / � el ,/ - - , 1k. i i , I I I ralt') . ..... «. _. s 0 w. ... , PROTECT EXISTING 8" O „ _. PVC STORM SEWER PIPE _ '� DURING ADJACENT PIPE _ ,, ___,__.,_.. -- , _ ( \ - , I INSTALLATION , j a , ,. -._ I �"W r C , -_.,- , __ . , I r,' ,, ,-- : y I , x -„- - v.. , - , "' t \ 1 e r ` , 4 r , _4 µ lf�111 HYPOCHLORITE t` I , 1 FACILITY r , -�; I �, ` ­1111- \ _ I I .. a 4 .__.._. k ; . a.._ m , _ I , xx t --1 �r"K . a 4 _ s ­__,,,,� ,- a ., 4 ,,, a" _ . a� �y 4 �. y\ y�� e saa� Sao w",.. ,\was ,..,3 —\ a t a , A . „ p REMOVE STIN �`� �,,, ; . •. 4 .__---------' ` CAP. CONNECT TO � � _av�.��"._--------'_° fir`. EXISTING , -_ ".:_: _ _... U ., ;�: WATERII/IAIN.�{ , 11 . s.__- ._,,, t — -^ x �,_�. _ ,. .= ,Moo s ' .......... y•v � Yid®�� «f� r »__, t t t vv � � "'Me.� .110 �v yv� a � , v a. I $ "P-11-9 : uy ,a . f. ,: tk11 "eIl 35 LF 8" DIP RESTRAINED � `, � , � � -�"7", °� � JOINT AIR PIPING _ ��_ : i iy q Z «: a T " .. § i f I : + vvv ^�i o � q � E t ) .�,,.:E- a� r I.v - a\ ice` t �� Y' �')i 4 S t tt - � ..I� Y FILTER = E t { � ,-, i BUILDING ' CORE -DRILL INTO `� �'N,® EXISTING INLET ��- �� j �� v STRUCTURE. CONNECT i r� ` % TO EXISTING STORM ' f } ;i L S STRUCT � � ,� " 18 LF 4" SDR-26 PVCb"'k"'��:, p � «��� 11- — ������ i � � .,_ , , � ,--: ,_: (MINIMUM 2.00% SLOPE) �I .---- .-.�..— �" - --I " 4xf. , � ._._ -' -I----- � .._ s w �­,4 . r V. ,j a w> i, -, Q f V �- j \ k ­­�_. r . --- i I FILTER I ► BUILDING 6 (04) I a t I �> t I I I I\\ a a\\\,\\ vvw� t; Iv M11,'' �u" r v v� v�w I I ® a`\\\ S \�\\\ . . \. >,w„ I �, f, I t _ , _._ v. 1 _-- ___1 ___ y. «. _w — �� — Y ._ _. ;, f k El CO w>•v� w«w n aa c — 7 tSr - aw3 ® IPAe \ 7 / \aU a ak a\ \emu. .: o. �ywv�:.� �� o \\W � u� Wr .11 it f x x w-\� �_1. J t � 1 e ' T 11 s 4 > t r v 2 £ Y - . i' f 4' f. v i t_.+ E k' I I , ­, l. '' � I , ,,, "I'll" I I � I I We � I � I �� � I , - :1 z ,�", � , � - I I I � I I , l�� it � I I 11 _­ , , \ , " -� - � �D 1-1 I . -11'' z xi{ I t . ...- x . r 111 .. .. i. i x pp .-_a � .rat l.� ....._. - .. _. _. ...... .. .-.. .. 1 I � I g as �F f ' F y 44 � 1'- yiF {f I 6X6TEE _.--_-- I CUT INTO - _ EXISTING GAC FAG 1 I...I Y WATERMAIN ; r is 1 �: kz3sw_ " �a UTILITY PLAN 10 0 10 20 scale 5 feet 4. + IU _ ELu (� CL L rLLJ V! ,'Y 4.s<�W.SrmtE.mr�uit•@ .V Ni S ��* e`,�L�r G __C __j J .� I Y a C �2c; � r_� CL' � U F- �' i IJ � � tU Ci ..( w C�1 L� � v' w < u= LE c.L a_ U? C! G SHEET ­11­11 1, I— 2 � -<0L�C-. ��, --- ­ �_, --,-­-�,"-,-a__ - -k,A__,4 TO EXISTING ftft" _ _11 _____ �111__ -.)-- '_-_,-/I _) iI I / i f" Ii lI I / " I I / I/I-"-/ L2 _STRUCTURE Zk..�1, ftfto"ftfto _-- CHEMICAL FEED k:jl,- ,,,«® /� 110 ,_1111_, ,,� LINES .. a , .ww, , ftft✓ -ST i_ ­` I , 36LF 15" RCP Class V @ 7.79% ."w_i .....-`77 � k�, _­ .... 11 _::) "ft _"--., k L�'I \�4440 _____1.Q 11- - I 4ft�,­1 ­-- L__---_---- 11 , AN I� 164 LF 6SDR-26 PVC @ 6.1u -x/ % ,ftoft,4- /- i � a-i 0_j ­1111I 1 -",----" - - C-11, OII11I 'I/ ;;.I.../....i''. ) IjD -" ftftw , uft ,, �z 48 LF 6" SDiI" IR�-i�, " 12 -"I-'6-_i!1P-1V, 1II 1 \�C­ / I' -" __',- 1-� 1181--.61 % NNECTTO TYPE B SEWER CLEAN -OUT, ftWAi�I / EXISTING "/ SEE SHEET DC4 FOR DETAILS. ,.'ft, 2 + 00 56 LF 36" DIP BACKWASH-bkAIN @ . ftftft'qftw , ,/ STRUCTURE. bft,, ­­�'r,­�ja n h I i 4" 'unI '­,I�t,0�/ftwl"�- " - 1 mmm..Am �,l_I i C_/cI ��_/��r D(- 18 LF 4SDR-26 PVC 7�d , - � � - , ' 1I5I11_ I` I- I _"I ,... ,iS'11 / '111- - � 1-.111-�-1,1,11&111.1­11,1T_11I.11 _1-1111 A . .. -I1-1IItt i�ii � � ii : �.I 14 I ), "4 - - 1%----4 -k--- � -_ -."..-.._."/..t.­" , __Ift_r _w , k,ft­v 141"4 _r1 14� ,*1%f 1i­\2,"1/.,1' -CONNECTTO EXISTING SANITARY SEWER PIPE (INCIDENTAL TO NEW MANHOLE) ua.N- 4� S�mI I op - :-.E�(MUM 2.00% SLOPE) •4.��®, 7INII A ­T_ - __ 0 0 . u745,91�FIELD VERIFY LOCATION , i"i, 5 ,- -I , z�-' /k 1%* Ob OF STRUCTURE. . , 60", 0 1W-- 1- ,J "IlM2 ZC, 3+00 4%* ,7,, _� co !1e \ ) ("�CONNECT TO EXISTINGI ­-T_:"PRECAST MH� %% _ 1,,� 0 STRUCTUREI 7- .�4® `kk._") ""0 " 6+0nA4 I;ljr �___I ­____1ti\,) 145) ..-,I�7 �, r-.... .. \__..-U/ 'll � - "",&0 - X _ -�-7"", -6,­­10 7 N I­DR@1.WM-6 /y4 ­­,Ct- -ONNECTTO ft%I F 24"DIP SLUDGE ,, y;q1I . %AV. A——7+00 _i_ 51 L A ". / A,,EXISTING ?, �I , i 1 � I -A - �` I ­­11- I t - * . . - � 11- . I 11-11-11-` I 11 A I . . 11 - Q. . I i 'i , , I 11 ,III ... I _ . ­,,­ I � '11. , , "I 11 11 I , , . A I, !i=.0-­­11 - , �1 i I ,- * . J - I RELOCATE `_` i � (11­')� - ___-, 1: ' � I \� CHEMICAL-,-/ ,,, I �� I �__:!_,, , C", I 1--l' 1 I f 1; i� � , � I , "_ I I % 1_.; LINE AS I 1-1 � ­11 I%— -NECESSARY,,~� ... 1, I , �� , '' i ` - � , a; , i , , , , , �, , -, _1 - � -, �_, i-I ­,", J,,. Q'__,iI1 , . i I ­\�, 05 11, -- , , I I \ . ..... --I I I I I 11 �i ' I i i , � i - "-fi", HYPOCH LORITE I � " z I . il - I i i ,,,, I � I � I "-, 11__ i 1k -i FACILITY 611X61f 900 I, -, � ." . ,,, �11 I I (07) BEND I z I i I'll I ; i - , I I � 1, N I , 1 � I % , I I � , " � I 11 \'i z � I I , , I , ,4 ,� 1 CONNECT TO I � i , I z_111 � , , k I " � I � 111, �i " , " A , . -1 EXISTING WATERMAIN I II i \ �, 1\ , , 6 LF 4" DIP ,< 11 I ,,, . . ... .. . ....... \ �� , � __ ...... -­_11, � ' , "k g"Il 1, I � . \ I 1� ', ilm .-M-_ ,t,�qoc �A Q '__ � ­111­.' � -I , I 4 . \4 nn� . '�,,, 02 , On, nlw . , a , " i , -, � �X) - sm , � i _i­­­- - 2, I - : � gl - � - - () , ,,, "I1, z I ,� , , , a : - � ­ - , " " . \, i , _­ . " 1-.111, I 0 'i ..... 2 1 i1\?1-1 0 _",,�,I... iII "m"M- ,IrRol"Il II� 11I -'1� I 11 , , I , � - , -, _1 I I ,,,, ... 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I � - ----- ��\ �, - "',-, '-',;,�,E`��,',-�,� i ,­`\­��,, I , , I , \ � 11 , -���,"�:-, ", , , - , - , I i t , , ­ I ` , ­_ , i i ; , - I i --------- ,,, � \\"�\ , H- - -- - I I , _", ­-, am i,L,�K"�ii , "' "", ""' �� " . . i i I , _­1 -------- 11 'I I, , � Ill. -,,,��",\""",�,,,e . .... .. ,\'­",­_\ � --- '. I, - _,- _x"'7 gn� ,, i 7, I I �i\ �\ ,i_I,5_,,5,, � �� !_, A � , 1-Y , ,\ � .'am;ai-ma�T, � , t ��­' III I " I ,,,,,,,,, 4--, ,','-� �K;, -I'.,' I ... 4 , z I - ____ � , I I , 1, iz t % 11 I i � -, P I 11 CONFIRM PIPE INVERT , I I � \1 i 11 ; "..-`�'_ ___7 - I ii I _ i I -�;,--,,i-,,,�,,,��\--,�,�-�',,�,,,�\��,,-�'i�-,��', ei�,-`,,�`,,' - , , , -, - -, ii, -, %X -7- \ I , " , , - \ - - - ­�,i;�,�,\ �,\�'­­ -�- "I" -I, � , - I I I i I lg,�"2:� - ��`,,,,ic i,�,�,g�� ,,\_,,_ i "-\ ., I "'!,� , \�, - , \, - - - � I gom! 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I , P, , �- " � , , ,�� Iii'll" __1 __1 " I ­-, A I I z � � ii-, , "", �9,: ,1_ � \_ � I , �\ �11'� MINIMUM OF 0.5% SLOPE TO I I I ,,-- , i i .... iE_ � \ ;,�-4, �,I­-- ,1, ,,� i � , ,iK,!, " _,", 3 1 , ".1 � j_ � "" ­:­ I I I 11 \, - i I � ' l� i I �\� ,� � ? \ \11, I I I ", \1__1,_­ i" f, i I , , __ I 11 -, i,,�,,`, \ _1 k, I I i 11 _� I � I "", ,�� � I -, � �` \ , I , i�, k� " . .. \, �_ I_' i i " , 11. � , I : 11,,\I \ , I ­­ , '. , � � , I i\ � i i . "" ,\\\ " \� EXISTING MANHOLE. ;�'K<, ­i,'\",:,3,4 I, ii- i \-1 I­_� 0 1 � i il ­`\ I _( - " I ; - I Z\ I � , , 1 �111 I 3,% i'-'.,­'% '" `,, I -25LF6"DIP ' I 0".�;�:IIIII�II Sam,v 00 " � , &I".000 ; \ iT I 1, I - - !mS " % i I .;Ii , II <, - I _­­ 11 '111­ , � ) ,A� , , \�A­­­, � � I I I Sa'Samoa � I wo wama i I 4000 ! I . I So, I � _ 1- ) " /i 4 7 4 b -� I , i I INSTALL NEW MH. ! I � 'Top , � 1 , �)� � I 11 -117 1 CONNECT TO I 1 ,,,(-" I'/ 7 '19 -7,), , (­-­­'-­'i_ - - '� 1 '\ ,-') ) I , I 111 I TING STORM - I EXIs I , IN � - a I I a I _"i 11 ---,,! - 9' (" '­,) I,) ,\ - ) I SEWER PIPE. I � , I , �\ , \ \"l , i 6 M � , " ­­r!'I�i­ i 1`1 � I I � I I --,--- No " a,l,,�,,�-- , ... , , ,�,, � , � " nm,m , Z TES: " , , , '. 4I-­`2 � n "\"�� , ,,, - I I 1. I IN, - ACTUAL SITE CONDITIONS MAY DIFFER FROM THE CONTRACT DRAWINGS. i� z ... ... , z _­" I I ,,, , ''"" i ; I ..... . k I , _111�4111_ , , � 11, ,i)�__ - ­­ ­-1, ull, I � Ii;�11 I " , , - i", ­ - ­­_ ? \\, �, '. i, ­__ 111<1 � - �A , i ­­­ ....... ____ I , " , �- i _____- - I , 1,1 i i CONTRACTOR SHALL CONTACT THE ENGINEER OF ANY DISCREPANCY. N--_ . , �' , I I._ � --- ­ I I �� z " � ., ti __ '. � , I i- 1 i 0, - 1, � I ", ... 1-11--i , : \ � � -1.11- Ylv I I � , � ­ , I - -- ------ _111-1 , i i I ­­ -I __ 'A - __ ; - I ­ 1, 1, ____',­_, , 2� . I I i__ z ,_ � i � - . ..... CONTRACTOR SHALL PROVIDE CONCRETE THRUST BLOCKING AT ALL BENDS I - ___ . ..... ... _-I--- __11­11 % � � - I 11 - , IN ... _1,_1_1__­____ I '­­ , -,-,\ ", "i, i ___ ;C1 1-11- I ,I ------- z - , � i � --",-,, i -11 � , I/ I _,", - � � ­ i ___­11­__ - 111!11� - --------- -- - __111­ I " '\\\\", `�' _­_, i __111 , , � ____ i __ _11­­1_1111­ � i __­­­ AND FITTINGS OF WATERMAIN AS NOTED PER DETAIL ON SHEET DC,I. i i I 1-1 .... 1,111- --- ,� i", i , ­1 I 'I", � IIJN ----I- - I I : _1 - \ ,a\ 41 i . 3. ALL SITE WATERMAIN PIPING SHALL BE THICKNESS CLASS 52 DIP. _,­­ ­­, '_-1- % ____ i N i � I ""4. ALL SITE DIP WATERMAIN PIPING SHALL BE FULLY RESTRAINED. WEDGE ACTION1- \,-- i RETAINER GLANDS INSTALLED PER MANUFACTURERS RECOMMENDATIONS ARE iI1 I� � "") -­"", �i I PERMITTED FOR JOINT RESTRAINT AT FITTINGS AND VALVES AS REQUIRED ON � i i % i z THIS SHEET. , 1I­1 5. CONTRACTOR SHALL PROVIDE SHORING TO SUPPORT EXISTING PRIVATE � ' , -I UTILITIES AND PIPING AS DIRECTED. *; --__ ;I � I i Ii CONTRACTOR SHALL CORE -DRILL INTO EXISTING MANHOLES WHERE REQUIRED ,, -- ,-& i. i ; \ AND PROVIDE WATER -TIGHT RUBBER BOOT, CONTRACTOR TO CONFIRM INVERT � z I i 11 i � � , . -1 ELEVATIONS AND ENSURE MINIMUM 0.5% SLOPE ON SANITARY SERVICES. _,____________i� � � � I I 1i I 1� 7. MINIMUM WATERMAIN BURY DEPTH =42". MEASURED FROM ESTABLISHED FINISH --,----- -------' ­_1­_1­­­­___ 1, i , ,I iz , � 11 - GRADE TO THE TOP OF THE PIPE. I ­11 8. SEE SHEET C10 FOR PROFILES OF SITE UTILITY PIPING. i i i z � I 9. FILTERRA STORMWATER BIORETENTION TREATMENT SYSTEMS. SEE SHEETS C3, - sh I / ­,', tfs!" : I I'll, - DC1 0, & DC1 1 FOR DETAILS. � I � � I I � � i i i � i � � � , !­­ Y 'Y'l , i� 11 \ ,-\!:ii�-e't -, - I I , L_111I"1_1,­1_1\Q"—\1,\ )01_­� \ �I _ -1 - ­, <­'1_ " ­i-" - EQUALIZATION ; I I\, I\ \,2" DIAMETER NOZZLE � - ' ; ."- _.-­. _ ! BASIN ,ei,_ \, , 1k \,_\ \ " FROST FREE YARD z/� I ,1- , I1 \­ z' II� - 1 ". i:1 _ .09() , / //, I I�\i- 1��;\i I < , I 'i,.. x i-_,- � � l. l 1 I, EXISTING ON -SITE ' �, I �_,",�,YARD HYDRANT t .."v\, ,, i - 1,./, ­("­ \ TURER ,N -- 1 \ , i"V1 1 --,�� i,il, \ ,- _ \� � X ­­=,= _ ­­1I ii�\I " -l:" ,�.I , i \ - \" , A 11- ,J 11 \,";$N! " ", i - " VE- I� ----- � � I ��_ , I _- I. ", ,i?, i- I{ "�,'1-_-� -,! - ,1 ,� _, _ ,I , � I , _,�-, 1 ". ""'i � � �, I , �" Ill , - I i,, "'�,- � '1___, r1l�,\R I�, 1 //,e, k I \,,/ �,\,� 1 I ; Il � I i � II11 ; , 11 t I�,c � % l1 _L I P, I i, CONNECT TO /­' EXISTING WV0_ ,i i `i It I l " �­ t Y \_ ,e VFl A�t" i,, \ zi \1 , I /�1 ,I _' AI / 3 I -- L t��\II- '10 0 10 N20 \/ 1 Is t ,I \__- scale 5 flee t� \ - --/� --i n-L1 l1 1� _____Li- (, ) �4) I1 � ___ 2______�, 0 I- M 0 , ""ir __ <t =� a- > W_ U ne < ED .r,- =D C� , f< __ - w- 0 0 > t- = fk� EX. > - 0 v) I- Z ? I .- MA tufl Z = Z Cn 0a 0 U i�- < ku >- Z 0a � IMU 2- * LL, ma: < t.- 0 < > uj - z US re gw t4 go < "tea C41 W ra Lu > :t 1:11 -4 �; , A w m M M �:_ f�, ­ "T �� in I- - 1- � 0 z < < Cn C: > > _ R. R �_ 0 9) > - �E- �� .G ,W " - _.0 Cn ---,.) () !:� >_ *:� 0 1 C' So/l - L] ,7 = L ,i u- . 6C'Z 10 I— U ,W < C jjj -7 z F �_ &_3 z z < U-1 ) _� Lu (.,) 3: Lj v) LIJ t2 �u_ ii r11 CL 1_� Q L-1 - SHEET C8 C? co Lo 0 i....... s Q? A, I A, FLOC/SED Jl_ A BASINS I _j (03) < LLJxx V) 0 0 9a _j __j EL C�l 24" WET TAP 7CD Lo 24" BV & BOX, IV 12 LF 24" DIP xc ------- 981 24" pIP 2 12 LF 24" DIP \A C 0 0 0 ELECTRICAL .......... . BUILDING (13) 24" - 45Q BEND (2) cy, '0 F NOTES: 1 ACTUAL SITE CONDITIONS MAY DIFFER FROM THE CONTRACT DRAWINGS. CONTRACTOR SHALL CONTACT THE ENGINEER OF ANY DISCREPANCY. 2. CONTRACTOR SHALL PROVIDE CONCRETE THRUST BLOCKING AT ALL BENDS IL AND FITTINGS OF WATERMAIN AS NOTED PER DETAIL ON SHEET DC1. CHLORINE 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 VALVES AS REQUIRED ON THIS SHEET. REMOVE AND 5. CONTRACTOR TO MAINTAIN MIN. 4' OF VERTICAL COVER AND 10'OF LATERAL REINSTALL PLATE COVER OVER EXISTING PIPE DURING SURROUNDING EXCAVATIONS. BEAM GUARDRAIL ... . . ..... 6. CONTRACTOR SHALL PROVIDE SHORING TO SUPPORT EXISTING 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. . . . ........ ---"y 1), . ........ . 7 ------- 9. SEE SHEET C9&C10 FOR PROFILES OF SITE UTILITY PIPING. 4 GE- TO R t�ERA (16) 77/ NX A9, Al" A 24" - 450 BEND DEWATERING BUILDING A 'I 51 + (12) 53 + 60 53+00 : 77 52+00 142 LF 24" DIP,_ 24" DIP CAP X PROVIDE CONCRETE THRUST BLOCKING 24" - 450 BEN WITH BOND BREAKER ON 24" CAP CONTRACTOR TO SUPPORT IL 0 WATER MAIN LOWERING EXISTING ELECTRICAL m I BENEATH EXISTING 24" DIP DUCTS (INCIDENTAL) 490 490 . . . . . . . . . 361]NjXl36-IN,Xi24-lNLINCH TE:-: . . . . . . . . . . . . . . N 3)24853.5709. E =14 2174.2�OQ I . . . . . . . . . . A r) 5 ARC, SEE 'D"ElAfLbNSHEET d`C! " " . . . " . . " 485 —1 ---- - - -- ------- - ----- ------------ . . . . . . . . . . . . . . . . . . . . . 24-1 N-X 24-IN-INCH 45.QO'- ELBOW i . " " . . . " " . . . . . . . . . . . . . . . N 4 3924848.7659. s . . . . . . . . . . . . . . g­FULLY RESTRAIN . . . . 4. . . . . E= 114�2?74.496? . . . . . . . " . . . . . . . . . . . . PIPING (TYP.) . . . . . . . . . . . . . . . SEE NOTE 4 ABOVE ....... 480 . . . . . . . . 480 . . . . . . 2,4" DIP . . . . . . . . . . . . . . . . . . . . CONNECT TO . . " . " . ii EXISTING 36" DIP 18"MIN . . . . . . " . . . . . . . . 214".DI,P . . . . . . . . 475 . . . . . . . . . . .. .. ..... u ......... " 475 24 IN X 24 IN -INCH 45.00- ELBOWS . . . . . N = 3924842.3252, . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E 11492176.0i51 24" 011 " . . " " . " . ""! .. . . . . . " "24"DIPCAP " . . . " 470 470 . . . . . . . . . 24 IN X 24 IN-IN0H 4510G,! ELBOW --N—= 3 248,11,5473,_ -INCH 45 E 11 9��31,9.QZI_45 24 IN X 24 IN .00' EI_Bdw� . . . . . . . . . . . . N= 3924835.E 51 . . . . . . . . . . . . . . a s ', . . . . . . E = 11 492185.0C 41 . . . . . . . . .w 24,]N,,X 24JNaIN,.CH 45.c0'.ELBOW, . . . . . . . . . . . . . . . . . . . N 3924841.3136465 E11492223*5419______ 465 24 IN X 24 IN -INCH 11.25' ELBOW 24 IN X 24 IN- NCH'4�.ob- ELBOW . . . . . . . . . . . . . . fN'= 192M�21'254 " " . " . . . " . . . . . . . . . . . . . . . . 'N ��: 3924836.5655, . . . . . . E =11492383"6826" " . . " . . . . . " . . . . . . . . E =1 149,2191 :09,13- . . . . . . 24 IN X 24 IN -INCH 45.00' ELBOW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N ='36248S9.6568 . . " " . . . . 460 ......... . ....... 4=11".492212-1930" " " " . . " " . . . . " . " . . ® . . . . . . . ii . . . . . . . . � 460 . . .24 IN X,24 IN -INCH 45.00' ELBOW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N­7 3924837,%954 - . . . . . . . . . . . . . s a v a a r 1 . . . . . . . . E 11492,20,0.58 2 455 . . . . . ... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 455 . . . . . . . . . . . . . . . . . . (15q e (-Q . . . . . . . . . q. . , . , L9 . . . . . . . . . . . c? . . . . to Lo CD CD 63 0 0) 0') C6 co Lo t I 50+00 51+00 52+00 53+00 54+00 UTILITY PLAN - 24" DIP STUB Ir%ei; uLn- c� (N z 7 '0 � <D < LL z z z z > LLA 0 > Lit Lu z z LLa c0l) Z Cie) Z uj Z Lu q. UA Z z LIA rie "ex < < on LLJ > (n a) C'4 Ce) tO oo co 0 cj) z z >7 CK Lu 0 cl, c ') 7- 0 v) L'i cn U_j Lnrn o o a z z < L-L)j V) uj Lu 0 Ja- SHEET FA�ll W J o W 0 0 0_ n z 0 U) w c3 w co z } W 11 rn N N (n x Profile View of Alignment - Admin San Service 480 480 15LF6"S[ 460 440 440 Profile View of Alignment - 36" Backwash Drain 1 a . 475 EXISTING GRADE . s 7)d . N 9 4 .5 . 9 @ 6 a n 470; g rn L N N co o mot Lo a `7 C9 ti Q Lo 0 N CO y if. o 465 "CO Q0 �� ii U flu fl M_ 460 �__F -..�_ 455 ^W 01 w.„ ° ro a Z. x t LO L,�L.Q. LO to LO 450 Ln " z"z 56 LF 3" DIP BACKWASH DRAIN @ 0.0�0% z� a 445 s u l g 47 LF 36" DIP BACKWASH DRAM @0.16%a 440 . . a . . . v ' g _______480 �FINISHEDIGRADE .co m ,0 Lo <Y> 0) 475 s 0M I N 1470 \y 465 " PVC - 1 g' RCP Class V n ' 460 455 U) z 450 _1445 56,LF-=36"I DIP BACKWASH DRAIN @ 1.14% 24" DIP SLUDGE D AIN 440 N c0 N N cfl (0 LID m O 00 CO N N co 00 CV c N r 00 O � CO LO O CO O C� d co C9 c~o C9 CO I� � rt- C7 vim- d- d O O r 't 't � c� N O CO - r 00 d' _t d t It ter- -0+50 0+00 1+00 2+00 3+00 3+50 4+00 + 5 00 6 6+00 r f"Ie view of Alignment - 4" Sludge Drain 475 � 475 F- t . ._ _ ._. _ ._________. EXISTING GRADE ._____ FINISHED GRADE I1 (N �N3 oc) o-a�+ u S " .Y "< .v < .0 0.g. s a a• LO 470 I ! it r- c 470 �- MCP t D) a a x - g, N QQ a a a „d�� Z 'W tom--t _ 465 = , 465 s .>q "33 } t�`Y N 3 460 36" lDIP BACKWS H e DRAIN l � 1 ' 455 � I 455 f I _ V 4501 k 450 (Y) t t N m 3i ccl Is N o � a` 'c 3 s Ye � Y 3 a�• d .. 3 J 3 .�.�.d 4� R .�s ffi b R S a S 3 y` o .u• a G > I ... zzsa> 445 445 1 s 85 LF 24"'DIP SLUDGE DRAIN 0.10% .l '51 LF 24" DIP SLIUDGE DRAIN @1.24%. . g 4401 1440 6+50 Profile View of Alignment ® 1 " Storm Sewer Profile View of Alignment - Admin " DIP Water Service Profile View of Alignment - 1 " Storm Serer Relocation 475 _ _ 475 480 480 00 � FINISTED GRADE -�.�." �. e ... ..."" . . . . . a m s 3 a r o � y p �r Lo. ' 6"cSDR-26 PVC g t . a 1CO 0 i zr m .o 00 € 475 , t C D N cc' 475 ! e N N. � �Cc`fl7`mY'�00 a t t- � EXISTING GRADE � , � � � � � � � > il �470 475 EXITING GRADEON N . . . 470 1 �u ... _ I EXIST GRADE-�,� �� m m m y �yz w ►—. _ CO �:� „ d •• a 6 IN'X 6°IsN X 6 IN -INCH TEE . I . t 120 ,�� i i1 �U g ='- N = 3925054,.3376 ' > a• ! 470, _.. ".". -WwN_. _.1_...... _" �."_ „ 4 70 Z W I— � Z W I— t E= 11492215 1198 FINISHED AQE G R ����"��� 465 + 465 470 _ . _ _ __. 470 2 s r 4,. THICK INSULATIO R FF FF a 4651 465 y BETWEEN 30 F LW & 6 DIP I .y 465 WATER SERVICE AS g 460 1460 465 DIRE�TED�Bi'� ENGINEER � 7C, ___-_ _32�F 1�5" FCP Class V @ 17.78% 460 30" LW . I4 60 - 6 D4P W460 l � � z � CONNECTTO 460 a455 l455___�_..___"___________ _ ___�EXIS rlNG STORM t�.39251U6.6324 .��o SEWER PIPE T,a� � � E �= 11492204.11N32 f 6 IN X 6 IN -IN H> ,�� �_ � a � .c9E,(? z a q d j N �.455 � �I � 1455 CD I t E = 11492132.2343 450, co po 450 455 3f 455 g z I 1 I cn z > j f . . . _ .. . . a a y 3Q) a RC 1°v,s V. I l 4 SLUDGE DRAIN � �� 8 s z �z a ,y � :� 1 � � � � � � .v 450 � � y � � a � � 0 3 � v ° „ 2 3 DIP l I 2 C'i o 6 LF 15 RCP Class V @ 7.79% v `O a,s . . . . 450 d . . . . . . . 450 FF 44511,111,_ �r d- = 445 � � � � � � � a ______— _____ �w ____ ____________ _."""" __ __ _. ____ 36 DIP BACKWASH DRAIN zz�z g w a 445I 3 440 1440 445 I 445 443� � 11443 CV N C3 M 00 M Lq O co N d N O CN N °�° o 0 4 -tci M '4 t cm (0 M N co t d �t It rr d' rt 't -T d 6+80 7+00 8+00 9+00 -0+25 0+00 1+00 8+30 9+00 10+00 10+45.50 -0+50 0+00 rn 0+75 SEE SHEET DC2 FOR CONCRETE PIER SUPPORT' DETAIL N a - LV) � 0O �O L) _ t • n O O z �) U 'q 8 _m > 7 z 't)Q t~ j C, r - 3 u> F.. T Q V) v) 0- -® -- - I Z != M 4 I Uj t < h N ) W L - 0 z z 03 r o T O U L 0 ` u., U __ < _J J �') Uj al ii u= nv Lt `! C) Q tAJ SHEET CIO CD (D 2- 0� E Q) X_- 0 0 4 0-) I -- co cu ry 00 ry n -r� U) a. 0) LO m O n O O CA G) O U) z 0 U) (Y- LU CD 0� LU m Li w w H > LU < w co x :E = All Lo ... . ........ CD .......... ...... .............. .......... ki . .... ...... . . . ..... ........ .......... ... ui 0 0 0 0- ........ . VERIFY IF ELECTRICAL DUCT IS IN SERVICE. SEE ELECTRICAL FOR DETAILS. CONTROL/ ELECTRICAL ROOM (11) NOTES: 1. CONTRACTOR TO OBTAIN ALL BUILDING PERMITS REQUIRED. INCLUDING BUT NOT LIMITED TO RETAINING WALL PERMITS AT NO COST TO THE OWNER. ELECTRICAL BUILDING SKID. SEE STRUCTURAL & ELECTRICAL FOR DETAILS. P ------------------ CONSTRUCTION LIMITS --V—V—V—V--V—W--V—V—V— RETAINING WALL CONCRETE COMBINATION CURB AND GUTTER 4" CONCRETE WALK 8" CONCRETE PAD ASPHALT CONCRETE PAVEMENT xC 8'HIGH CHAIN LINK FENCE IL 9 EVE SITE PLAN 30 0 30 60 scale 15 feet z < z z 0 < z > Lu Lu .0 Cd Lu 0 I.- Z 3: Z T5 W Z Z 0 Z 1p— z uJ ok- Lu X Lu tj > im LLA = Z < z LU UA z LU > 0 z 0 rj 0 > LW N cv) x 00 Co 0 to z z 12 - C 0 > LLI 0 < 0 0 z F- LL- b b cz < 0 Lu 7 z Z Z Lj, J 0 Lij U-j to 0 -D <75 L11 < v, IQ C) C) __j < U F2. 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ALUM BUILDING CORNER 1 468.874 1 3925107.1818 1 11492317.2442 POINT TABLE - I 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 51 3 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 1 3925178.2395 1 11492209.6007 I 520 1 TOP BACK OF CURB - PT (0" HEIGHT) 467.466 __ : 3925169.4496 I i 1 i 11492220.2747 I __ I ­ - - - � --- - ­_ ,,, - I 1-1 ­ '_ I- - - --.-- -,-- - . ,,� I / " 11/ / / ,,, - ,,, - ,,--,�� b v _� ��, - __ � - __ - .- - - --L " I - ­ - "I" __11 z7___1 - - � I-,-- __ - �- - - - I I- ­7"'y -_ '� '\, - ,, - ,,, 11 1, I- I 1� - - __ Cj "', "', � /I I -- - - '. ��_ --�- _ - -,- - - _ z ��,, -, '1� -- - __ - __ - __ - -----��----�_-,,,-_-",--.-,�:,--- ,,,, �, 1-1 -11 , `- ,-- ,,�, ------- - __ __ -1 I'll - - I __ `-'�` -�,­- - , __ 9" ,,, -,, ,- /, ,--- ,,- ,,, - �� . 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C: (v T U J - �D -) - 16 V) 6 I 0 z !�� �--- �_, Lc) = 0 �� m ­ - ,L--L-' c� ,-'n I'll LL_ - < w ­ 12 . z 7- < �� ) Lu u Z,,, W LJJ Lu I') 0 --) c-,--) < __j -1 3: 0" V) Lli u., LL - \1-- _�/ z < __j a_ 0- 0 i­ �� _�: \Z 1< < Z �- z (./'.) < 0,6 :> (D uj 0� .7 _ __A , - i­­ -r- Q i­ �_ I_ 5 < LLJ Lu 0 ckw� a� (/-) V) 0 0.----- SHErET C1 4 C) Lo L < LLJ C) U) CD 0 (D 4 co I, - co cu ry O CO co co r- 00 cl� CO Ln 0) O d. CCU ) Q Cv (.0 7 0 C\j cfl CCS Cf) 6i Q W U c� F- O O 0- d w (1) 1�ir:ll_f�:�131�IwZelr_�iNk t.7elcaIIIII 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CG-2 CO-6 GR-HDW 31/`" 12 2" LAP NOTES:NOTES: 1 / 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE, il6 I _ 6" 6" 41/4"41/1 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. - %a" x 2f/2" 2" _ 2" SLOTTED HOLE 4000 PSI IF PRECAST. 4" 2" R 3. COMBINATION CURB & GUTTER HAVING A RADIUS s _ 55° R_ POST BOLT, AND NUT 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS OF 3L FEET OR LESS (ALONG FACE OF CURB) N _ - _ - _ -- _ - - RADIAL CURB. SHALL BE PAID FOR AS RADIAL COMBINATION CURB &GUTTER. v 55° NUT�IBEPER JOINT 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH °A o 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE Ki 55° E ` AS 3" (15" DEPTH) OR INCREASED AS MUCH A5 D.' • D. LAYER, THE BOTTOM OF THE CURB &GUTTER NEUTRAL AXIS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A �' • >A • SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF ° r �' 15�6 R COURSE OF THE PAVEMENT SUBSTRUCTURE.N. D.' D.o THE PAVEMENT, W BEAM N4HADJ�USTM NTTHE �NPTH THEIPRI� B�DtBS TO BE MADE A. . A' 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 5 BACK - ' ° y UP PLATE 2 " x 11/8" SLOTTED HOLE FORA DECREASE OR AN INCREASE IN DEPTH, o D.e A D.;'• D IS BASED ON ROADWAY CLASSIFICATION AND 55' 5. CG-2 IS TO BE USED ON ROADWAYS MEETING z A . ' ,'Q . ' SURFACE 411 2" R DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION s R /a LAP IN DIRECTION THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, w V) D.;, • D.; • D ON GS URBAN STANDARDS, N 55° OF TRAFFIC IN THE SECTION ON GS URBAN STANDARDS. oA • a • to° DETAIL OF SPLICE JOINT 6A . " >A . ' BASE SECTION THRU RAIL ELEMENT AND W BEAM BACK-UP PLATE 4 2" RADIUS SUBBASE I r b� 5/�ie-ll NC-2-_------ L%-II NC-2/4"SURFACE THE BOTTOM OF THE CURB ANDa 6" 2' 01,GUTTER MAY BE CONSTRUCTED — 6 THICKNESS 1" DIA.. x f/f6" DEEP, PA P t, D, PARALLEL TO THE SLOPE OFD,D SUBBASE COURSES PROVIDED A °fib " x 1" ELLIPTICAL, SLOTTED HOLE RECE 5 ONE OR L= 11 FOR SPLICE BOLT -FULL LENGTH THREADSBOTHJSIDES Y BE CONCRETE AT THE OPTION OF THE CONTRACTOR MINIMUM DEPTH OF 7"/4gASE IS MAINTAINED. DETAIL OF STANDARD WASHER L= 2" FOR SPLICE BOLT -FULL LENGTH THREADS ON NESTED W BEAMS. ;'D ;'• D L= 10" FOR STEEL POST BOLT-1'/7" MIN. THREADS °An • aA •'Av L= 18" FOR WOOD AND CONCRETE POST BOLT-2f/2" MIN. THREADS SUBBASE L- 26" FOR MB WOOD OR CONCRETE POST-2" FAIN. THREADS NOTES: DETAIL OF BUTTON HEAD BOLT AND RECESS NUT 6' ALL HARDWARE 15 TO BE GALVANIZED IN ACCORDANCE WITH THE (GUARDRAIL BOLT) 12" SPECIFICATIONS. THE GUARDRAIL AND MEDIAN BARRIER COMPONENTS DEPICTED IN ARTBA TECHNICAL BULLETIN NUMBER 268B MAY BE SUBSTITUTED ACCEPTABLE ALTERNATIVE IF �EABLERAIL OR I MEDIANABARRIIER (MB)WITH STANDDDBB'YFOREGUARENGINEER. (GR) IF CURB IS EXTRUDED SPECIFICATION \VD= SPECIFICATION XV SPECIFICATION -\V D©--F REFERENCE TA DARD 6" CUR REFERENCE COMBINATION " CURB AND UTTER ROAD AND BRIDGE STANDARDS REFERENCE STANDARD GUARDRAIL HARDWARE ROAD AND BRIDGE STANDARDS 221 ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 REVISION DATE SrfEET 1 )F 3 105 REVISION DATE SHEET 1 OF 1 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2Q1O1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/14 501.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CR-2, 2A GR-2, 2A GR-HDW ----- a� 0 6•, 1%4" 6„ 6•. NEUTRAL AXIS I'� WASHER � 0� I �'�j. � 2%3 MIN - 2B%q�� MAX RAIL HEIGHT NOTE: 6 POST BOLT SLOT ( _ - 3" LAP IN DIRECTION OF I/4„ , p_yi II �4 � TRAFFIC AT SPLICE JOINT. Rol - J_�q s "x BOLT / M ONLY FOR USE IN GR-7. /6 18' B L," HOLE / I 34" HOLE — 1 —' — — — 251/ BEND REQ'D. & NUT = _ - =� / L �2 6"x 8"x1'-2 TREATED 3" 6' 3" PINE BLOCK OR TREATED PINE r - %" HOLE ��5 \ 4 RECYCLED MATERIAL. BLOCK OR M Y4 RECYCLED - GALV. STEEL 10D o MATERIAL SPLICE BOLT SLOT " X 1Y8" COMMON NAL 71/4" T-10Y4" SEE NOTE 5. w 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 6"x8"xP 2" `) CONTAINING STEEL z BLOCKOUTS. ' .� I 4I�4 , 41%4' II 41/441/43 „TREATED ° PINE BLOCK o 'a`,. } { BLOCKOUT FOR MAINTENANCE - TREATED 31� REPAIR ONLY _ SOUTHERN PINE �� �� D D (� D 'co crt (p "w F I � 7 y4"LESS THAN r-o" GR-2 GR-2A /a HOLE--'��� ` (6'-3" POST SPACING) 3' 1f/z" POST SPACING)g"X 3" SL07S 1" HOLES BEND AND HOLE ONLY 6x8 WOOD POST ��IB 4"x 8"xT-2'' TREATED MAX DYNAMIC DEFLECTION . 3' MAX DYNAMIC DEFLECTION = 2' I REQ'D. TO MODIFY OS7 BO T SLOT PINE BLOCK. STRONG4" X 2j" POST BOLT POST SLOT &TIONAL) CONNECTOR FOR 4" X 2 %z" THE CRT POST IS FOR USE WITH THE 8'-0" POST GUARDRAIL USE IN GR-7. STANDARD GR-10 TYPE NOR WHERE � . 4,I WIDE BLOCKOUT REQUIRED _ _ W BEAM TERMINAL CONNECTOR �1 BEAM END SECTION (FLARED) SPECIFIED BY THE ENGINEER IN THE �T�E"p PLANS. T� � F/F r4 DETAIL A An' u, 3" MIN. Y4" DIA POST MAY BE HOT ROLLED OR WELDED. NOTES: HOLE — Y411 �' GUARDRAIL INSTALLATION CIA GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE HOLES I SITES REQUIRING LONGER ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND `ti 61/4" R — — OI CK # THE GUARDRAIL MEDIAN BARRIER COMPONENTS - p GUARDRAIL POSTS AS DIRECTED BY THE ENGINEER. w t- DEPICTED IN A R.T.B.A. TECHNICAL BULLETIN x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD w NUMBER 268E MAY BE SUBSTITUTED IF INTER- 3 FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET N0.501.05. 0 3„ USING NESTED RAIL USING ADDITIONAL ( id CHANGEABLE WITH THE STANDARDS FOR II RAIL ON BACK OF POST , o GUARDRAIL (GR) OR MEDIAN BARRIER (MB) AND I € OR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND APPROVED BY THE ENGINEER. NOTES: ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02 30° I 21 8%2" x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST "x10" BOLT 6"x8"xl'-2" RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST' SPACING WILL BE II 6/g TREATED PINE w 1. ALL BOLTS, NUTS, WASHERS, AND OTHER I „ i „ II & NUT BETWEEN 5 FEET AND 150 FEET. 2/ 8/g 7 2'-O' APPROX. II BLOCK OR a STEEL ITEMS ARE TO BE GALVANIZED. �.i_.=.1� M7 �_ ( 77I If III RECYCLED w II hATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL �'=1 BE INTERCHANGED ON ANY ONE PROJECT WITH NOT BE SET WITH A VARIATION OF MORE THAN %8" PER FOOT II W6x8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF FROM VERTICAL. W-BEAM, BLOGKOUTS, AND POSTS SHALL BE W6x9 - POST AND BLOCKOUT MIDST BE USED IN ANY SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER II L SINGLE RUN OF GUARDRAIL. SECTION 505 OF THE SPECIFICATIONS. OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A II TO FACILITATE ° JOINT, HARDWARE, ETC. SEE SHEET NOS.501.01 HEIGHT OF 27Y4" MIN - 283/4" MAX AS MEASURED PER STANDARD GR-INS. GALVANIZING AND 501.02. 3'/2" DIA. _ HOLES 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE ALL W BEA61 RAILS SHALL BE LAPPED IN THE DIRECTION OF T� II TOP OR BOTTOM OF BLOCKOUT AFTER %'' x 18 VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. BOLT IS INSTALLED. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE HOLES IN POSTS OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR g I AND BRACKETS STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER , TO BE Y4" DIA. PRIOR TO INSTALLATION, FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LHY INE LS FLARE RATE FLARE RATE 70 9' 30:1 151 * 60 1 8' 26:1 1 14:1 50 6.5' 21:1 11:1 40 5' 16:1 8:1 30 4' 13:1 7:1 X 't 1 - X j O w 0 •- O O SLOTTED HOLES %" X 1%" �`v" X v " (CEC)LT SLOT STANDARD DIMENSIONS OF 12 $PL %y", 24" AND 30" ARE SUGGESTED, CRT POST STEEL POST x SUGGESTED MAXIMUM FLARE RATE FOR SEMI-RIGIO BARRIER SYSTEMS. W BEAM END SECTION (BUFFER) W BEAM END SECTION (ROUNDED) SPECIFICATION REFERENCE A COPY OF THE ORIGINAL STANDARD (STRONG SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. BLOCKED -OUT W-BEAM GUARDRAIL POST SYSTEM, POST AND BLOCKOUT DETAILS) VIRGINIA DEPARTMENT OF TRANSPORTATION XVDDT ROAD AND BRIDGE STANDARDS XVD©T ROAD AND BRIDGE STANDARDS 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 SPECIFICATION REFERENCE \`/ ROAD AND BRIDGE STANDARDS STANDARD GUARDRAIL HARDWARE /� �g J�j HARDWARE j�/ -BEAMGUARDRAIL Tt ®C3�/�ri a✓UAri�F�/�FL �ltf`�LJrY/�RE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 221 236 505 221 505 221 505 REVISION DATE OS/14 SHEET 2 OF 2 SHEET I OF 2 REVISION DATE 08/14 SHEET 2 REVISION DATE 501.05 501.04 50102 !�� 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS y n ~ O o LLI U o �2 v) P CV r I U .Z i o Z �u�^o c n o s Q J � 00 Z - Ln 3 0 < Q > Ll f- - Q S c') " it_ L LLI ce cn Z - i aQ V) w `-' V) z cn w r•- x :z Coil -It :.. ci� LLI Co co 0 a u> e 0 z z > > _ c '-- o Q >- cc O O u < Z u� L z < ) (-) LLI � V ? LLI Cam` u_ LL cz EL z `1 w 0 w 11J }° -- SHEET' NYLOPLAST 15" DRAIN BASIN: 2815AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (PAIN. MANUFACTURING REQ, SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKEOFF) (5) ADAPTER ANGLES VARIABLE 0° - 360' ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE. 4" - 15" FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900(C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) E:3 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. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (T MIN. BASED ON -- MANUFACTURING REQ.) 4" MIN GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1599CGP F 7001-110-207 STANDARD MEETS H-20 1699CGS 7001-110-208 SOLID COVER MEETS H-20 1599GGC 7001-11D-209 PEDESTRIAN BRONZE N/A 1599CGPB 7001- 10-210 I DOME NIA 1599CGD 7001-110-211 - DROP IN GRATE LIGHT DUTY 1501 DI 7t101-110 073 I- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTMI 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 70-50-05 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-OS RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR SEE DRAWING N0. 7001-110-065 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME ASTP I D3212 FOR CORRUGATED HOPE (ADS N-121H W CGR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION 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' TO360', TO DETERIv INE MININIUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:25 SHEET 1 OF 1 ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012, 09PIN11CCInN tonne NIVi not AQT _ 3.43 APPROX. DRAIN AREA = 81.25 SQ IN APPROX. WEIGHT WITH FRAME = 53.70 LBS 16.25 3130 VERONA AVE BUFORD, GA 30518 y ® Last PHN (770) 932-2443 FAX (770) 932.2490 ✓ www.nyloplast-us.com TITLE 151N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL DWG NO. 7001-110.190 REV E I I� 16.13 �- Z U) DIMENSIONS ARE FOR REFERENCE ONLY w ACTUAL DIMENSIONS MAY VARY 0 DIMENSIONS ARE IN INCHES w GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EEC MATERIAL 3130 VERONA AVE m QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50.05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 z PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03-07.06 DUCTILE IRON Ias t PHN (770) 932-2443 FAX (770) 932.2490 F U) SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT NO.IFlAME ylt www,nylaplast-us.c REPRODUCTION OFTHIS PRINT OR ANY INFORMATION TITLE JUSTICE, 23 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 08-30-13 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRA4rJNG N0. r ARTICLE HEREFROM, FOR UISCI.OSURETOOTHERS 151N PEDESTRIAN GRATE ASSEMBLY 7001-110-031 IS FOPBIDDEN, EXCEPT BY SPECIFIC `eVRITTEN LU PERMISSION FROM NYLOPLAST. �13 unoF asT DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-207 REV D i A 4" MIN 0 6' MIN NON TRAFFIC INSTALLATION unvi i i� v n i �I'll 11 ir1I-L ou ,,RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS Il, 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. ,ER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS IN 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 CIA 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 DWG SIZE A SCALE 1:25 SHEET 1 OF 1 PERMISSION FROM NYLOPLAST. ,omi uvin is Section 2721 Engineered Surface Drainage Products 3130 VERONA AVE BUFORD, GA 30518 to, last PHN (770) 932-2443 FAX 770 932-2490 AIAN www(nyloplast-us.com TITLE DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION 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 stack 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 eiastomeric seals Shallll 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 A535 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 CIA MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POS.,S_F SSION OF THIS PRINT CONFER, DOES NOT 0 0 CO 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 03.11.16 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFICVIR17EN DWG SIZE A SCALE 1A SHEET 1 OP 1 pz MissinN Fant1 vl nPl aeT '____[DWG �_. 3130 VERONA AVE BUFORD, GA 30518 t. PHN (770) 932-2443 iJ (770) 932-2490 01, asFiwrw.nyllop ast-us..com TITLE 8 IN - 30 IN DRAIN BASIN SPECIFICATIONS 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 ------ Lim %! ,01 4P 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" XVDOT 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. VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE "B" SPECIFICATION REFERENCE G'. t`✓ W r- Op u7 LO LU O O h OLA � u o ry O0 <L Z n S LO v o �, O _ � '0 0 Z > N Q �C F vi Q { v E u :y1:Y�l �tqi �1 L CA ,.�. &aa a It-- J.- tn in a 5 Z. A 0u LLI IX `q N_ ' r, h„ , A to A i 0 ca CA i _ii x o N j" c _ li l I-- v7 ) 0 T }- U c� J Z O v) a LLI �7 > w F.. Z Z < aJ o L1J uL 01 �n f C] ", t--) SHEET 0 N LU LL. W Q tY W X o � o FRAME COVER (SEE DRAWING: SEWER 5\ SLOPED AF PRECAST RE|NFDF CONCRETE SEC7l[ ~O" RING SEALS MINIMUM ELEVATION DIFFERENCE ACRO3 FROM INLET TO OU SHALL BE 0.10 FEE DEPTH OF FLOW � CHANNEL TO BE -I- 3/4 DIAMETER OF CONTRIBUTING * -'' - ----'- SURFACE OR V£D AREA __TE FILLETS NOTES� 1. BEDDING THICKNESS REQUIREMENT SHOWN IS k4|N|MUW AND SMALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CON07lONS, 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED DR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED 8c GROUTED |N3|OE AND OUT 4. A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET &: OUTLET PIPE SHALL BE PROVIDED. PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH THESE SPECIFICATIONS. SET DOGHOUSE BASE ON CONCRETE BLOCKS DOGHOUSEOPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE d OUTSIDE DIAMETER PLUS 6 EXISTING SANITARY SEWER PIPE MIN, 12^ CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING 12^ THICK YD0T Nc^ 68 STONE BEDDING ~°~ SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN /' WITH 3.000 P5| CONCRETE ON DETAIL SEWER 1OR NON -SHRINKING GROUT ,>y~ ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON -CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION \/IEVV . . . . . , . . . . . . . . . . . . NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 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 WH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE STANDARDS. � 1/u^ 27 1/2' om BOLTON 32 CI DLA- || - n� || [17emn] 24" DtA IL BOLT CIRCLE. FRAME SECTION / //rmn=�L��n (RECESSED FLUSH) 26^ [060mm]�� ^ , l 1/2 13/15 | | [38mm] CAM 13OLT SEE ASSEMBLY 1/2" DETAIL 3 1/8" [13mm] �Q/4" (6mm) DIA (2) CORED 22 13/16" NEOPRENE GASKET PICKBARS 1 1�r�omm) omooyx �--- [635m O.D. OF GKT GROOVE SECTION VIEW , o 13//8^ 2 1/8[97m«] w /1//635mx] 9/16^ �. /.^�ummu�cmm/w/���rm��m onm��m��S�e��m��wo�«�xA���n�r��s��� 2. smow FOR wArsnnom osnso n. oo�na sxAu BE r/xEo TO rnAwcn �m Luomwo mos on mu/LAn Asosmoa REMAINING BACKRLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --|N7lAL BACKF|LL* (0" UFT3) * THOROUGHLY COMPACTED BY HAND DR APPROVED MECHANICAL TAMPER --HAUNCH|NG —BEDDING 6" MIN. —FOUNDATION ALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE) 'NALL PIPE) NOTE � 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOTR|GHT-OF-WAYSHALL BE BACKRLLED ENTIRELY WITH NO. 21A STONE. REVISION SEPT 2015 TYPICAL MANHOLE SECTION DRAWING NUMBER: REVISION SEPT 2015 TYPICAL MANHOLE BASE DRAWING NUMBER: REVISION OCT 2015 TYPICAL WATERTIGHT DRAWING NUMBER: REVISION SEPT 2015 TYPICAL SEWER DRAWING NUMBER: DATE: SHOWING BRANCH TIE-IN DATE: SHOWING"DOGHOUSE' INSTALLATION DATE: MANHOLE FRAME & COVER DATE: INSTALLATION IN TRENCH SCALE: NOT TO SEWER 1 SCALE: NOT TO SEWER 4 SCALE: NOTTO SEWER 6 SCALE: NOT TO -SEWER7 SCALE RIVANNA WATER AND SEWER AUTHORITY SCALE RIVANNA WATER AND SEWER AUTHORITY SCALE RIVANNA WATER AND SEWER AUTHORITY SCALE RIVANNA WATER AND SEWER AUTHORITY ELBOW W1 THREADED SCREEN TYPICAL FOUNDATION 45' MAX. BRONZE ROCKY FOUNDATION MATERIAL INITIAL BACKF!LL BEDDING 68 OR 57 STONE ROCK |N|TlALBACKRLL N. G" BEDDING 58 OR #57 STONE UNDER -CUT CONDITION - 12' 12': BEDDING _4 MIN 6 8 OR #57 STONE 77 ZSTABLE SOIL OR ROCK\�' NOTES: 1. ROCK SHALL BE REMOVED TO /\ MINIMUM OF 6" BE[(}VV 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. N(} ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL B/\CKFlL[ 4.THE INITIAL B/\CKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. � NO [lA(�4N|[� �)� ���O7�N k�4T��|4| [)� ���l�|� SHALL A� ALLOWED | / SECTION 1-1 � �,11215* MAX 7P LIU G / FOR TEE O�7 WYEF|TT|N[�S WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NO AS | ){RED `` 4��| PIPE DEGREE BEND DIMENSION VOL TEE MID PLUGS Va. F2.91 22 2 1. 60 2 16 109 0.13 3.16 2,0G 0.32 ���PT|[)N 7-7 SECTION ' ~' ` ^- ^- A� �R V� DRNy (IF P 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 FlTUNG3, 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 SD THE WATER LINE DOES NOT SUPPORT THE MANHOLE SECTION AND TYPE "KJ^ RIGID COPPER PIPE OR BRASS PIPE NIPPLES SHALL BE USED. � ..� �.�... ... FROZEN MATERIAL ... .��... �.. .�� �� 1 USE MINIMUM 2500 PSI CONCRETE 4) MANHOLE COVER SHALL NOT BEAR ON ANY PORTION OF THE ARV ASSEMBLY AND IN THE TRENCH. . 2. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO INTERFERE WITH JOINT OR RESTRAINT SHOULD NOT BE SET MORE THAN 15" VERTICALLY FROM THE VALVE. 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 ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED AT LEAST 12" ABOVE GROUND AND PROVIDED SOIL. WITH A SCREENED, DOWNWARD FACING ELBOW. 1 THE DESIGN ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST REVISION SEPT2015 DUCTILE IRON WATER PIPE INSTALLATION DRAWINGNUMBER: REVISION SEPT 2015 DRAWING NUMBER: REVISION SEPT 2015 DRAWING NUMBER: DATE: AND BEDDING DATE: CONCRETE THRUST BLOCKS DATE: AIR RELEASE VALVE (ARV) ASSEMBLY - NOT TO SCALE: WATER 1 NOT TO SCALE: WATER 2 NOT TO SCALE WATER 8 RIVANNA WATER AND SEWER AUTHORITY RIVANNA WATER AND SEWER AUTHORITY RIVANNA WATER AND SEWER AUTHORITY SCALE SCALE SCALE 1'-0" 3/8" CROWN CUSEBY COAT AS SPECIFIED � w 4"[}IA STEEL PIPE B{]L[4R[] `l � EMBED IN CONCRETE AND FILL UWITH CONCRETE ° 1/2" EXPANSION JOINT PAVEMENT SURFACE AS INDICATED ILI if Sir EET �����.�^� � �� C o tir ii �, NOTES: N 1. RETAINING WALL DESIGN SHALL BE PREPARED BY REGISTERED 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 u PEDESTRIAN BARRIER HANDRAIL, TYPE I. (SEE NOTE 2) VDOT ROAD AND BRIDGE SPECIFICATION SECTION 221. 0 (MATCH EXISTING HANDRAIL TYPE AND 0 00- COLOR AS APPROVED BY OWNER) SEE SPEC SECTION 05 52 00 ALUMINUM HANDRAILS & RAILINGS VDOT GUARDRAIL O CAP BLOCK MINIMUM 42" ABOVE GRADE 4-INCHES OF #57 STONE WITH FILTER FABRIC BENEATH. (SUBMIT COLOR TO OWNER FOR APPROVAL) SETBACK = 1 %" (5.0' BATTER ANGLE ON WALL) MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL) MIDDLE BLOCK (SIZE BASED ON DESIGN) EXPOSED WALL (VARIES PER DESIGN) CONCRETE CURB AND GUTTER (CONFORM TO VDOT STANDARD DETAIL PLATE) f�� �_ FREE DRAINING �; �`��� BACKFILL TO EXTEND k� �� ,� ��� ,� 1,� �-! ,_, - AT LEAST 12" BEHIND t�t �L� �,-,v��,� J� J��� �v _ WALL vt�c� _ S-L��C, _� � �' `� r `a � WALL HEIGHTc NON -WOVEN GEOTEXTILE FABRIC (VARIES PER DESIGN)>c�( 3 I (IF SPECIFIED) t. v t �. `��� 1 COURSE MINIMUM BURY DEPTH i'Y LEVELING PAD = 1' ( '{ BOTTOM BLOCK (SIZED BASED { ON DESIGN) ui Lu I_71 I _ Z NTS cn CRUSHED STONE PERFORATED SOCK DRAIN LEVELING PAD (AS SPECIFIED BY ENGINEER) RETAININGALA DETAILS WALL DESIGN NOTES: 1. WALL DESIGN SHALL BE BASED ON REDI-ROCK DESIGN SPECIFICATIONS OR EQUAL. DESIGN SHALL BE BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA BASED UPON CURRENT AND PROJECTED LOADINGS AND PROPER DRAINAGE. 2. PROVIDE POSITIVE DRAINAGE AWAY FROM BACK OF WALL. 0 3. SUBSURFACE DRAIN BEHIND WALL SHALL BE DAYLIGHTED WITH RODENT SCREEN OR CONNECTED TO NEARBY SUBSURFACE DRAINAGE SYSTEM. 4. WALL SHALL BE DESIGNED TO INCORPORATE HS-25 VEHICLE LOADING AT TOP OF WALL AND UNIFORM Q LOAD OF 300 PSI OVER ENTIRE REINFORCED ZONE. v) x PAVEMENT, SEE TYPICAL SECTION FOR DETAIL. GEO-GRID TIE BACK (TYP.) 2" X 2" WWF 2.9* X 2.9 COMPACTS SUB -GRAD 2" ASPHALT SURFACE COURSE SUPERPAVE 8M 9.5A. �--- TACK COAT 3.5" ASPHALT BASE COURSE �� SUPERPAVE BM 25.0. — — --- ! --! j 8" AGGREGATE BASE COURSE NUN -WOVEN GEOTEXTILE FABRIC COMPACTED SUB -GRADE %2" EXPANSION JOINT MATL REQUIRED WHEN WALK ABUTS RIGID STRUCTURES 4' TYPICAL CONTRACTION JOINT SPACING CONCRETE 48' MAX SPACING BETWEEN %2" EXPANSION JOINTS 4' VARIES ____ i WHEN WIDTH OF SIDEWALK, PAD, ETC; EXCEEDS 8' LONGITUDINAL CONTRACTION JOINTS SHALL BE PLACED AS REQUIRED TYPICAL CONCRETE JOINTING NTS 4' TYPICAL CONTRACTION JOINT SPACING 2" X 2" WWF AGGREGATE BASE 2.9* X 2.9 COURSE Y tYPICAL SECTION GENERATORA} COMPACTED SUB -GRADE TYPICALf NTS CONCRETE AGGREGATE BASE COURSE h U l7 0 u o O p co y co r Q j � T n Q Z { 'o 0 Lo .:_ r�V2 <� m z zJ zu } -- " :D s C) Lu Z Z L u (_) r " z W 1J `n Li L 21 CC. v) �u Lu r J L.J F-- w > uJ - V u �ft_ SHEET rz I c) LO C; 3 STRANDS OF Uu __ . , a E BARBED WIRE P, 10'-0" TYP. TOP RAIL (TYP.) it it iE Qw,o fjU! it 0 TOP RAIL (TYP.) R, - - - - - - - - - - > > HORIZONTAL BRACE BAR. CONNECT TH BRACE BRACE TO POSTS WI BAND W/CUP. < X X�x X Z xy "X xx Q 2 X­ xX X \/X­ A A x -v X1, x I n-- � \X �o X�l Ix -x F— x X\" C� v x x X Lij <X \,X,� / x UJ cry x A/ v\ N� N\ u x x z X 'x x X K"K., TRUSS ROD X�, 'x TENSION U- N� 0 R' X x x X No. 7 X<� xo X -X, WIRE 00 x COOO t!� < < 6, �77INX XX\<,>�\ 7 Z x x x v 'Kv x < 11 1 11 X A N K x \x 'x CY) N, x, IV z TRUSS ROD WITH ADJUSTMENT 0 (y) z < z L. 0 >4 10'.0" CENTER TO CENTER ( If TYPICAL) 00 0 5; FLU 01 4n I— Z V) z 0 Lu Z CONCRETE 12'' DIA CONCRETE 16" DIA 0 < — Z --j to') *IF ROCK IS ENCOUNTERED WHEN•a_ z SETTING LINE POSTS, DRILL HOLES 4 Z INCHES LARGER IN DIAMETER THAN Line Post* Ile Lu X aj POSTS AND BACKFILL 1-0 GRADE WITH Brace Post Terminal Post 12'' DIA 16" DIA — 0 Lu IR CLASS "B" CONCRETE (INTERMEDIATE) < Z (END, CORNER OR PULL) > Lu z UA be. uj z V) ad < Do UJ > 0 i2 Chain Link Fence PULL, END OR CORNER & ADJACENT LINE POST No Scale FENCE NOTES: V)) z 0 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. LU 2. IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS & BACKFILL TO GRADE WITH CLASS "B" CONCRETE. 3. ARCHITECTURAL GRADE FENCING PER SPECIFICATIONS. 4. TOP RAIL SHALL BE INSTALLED ON ALL FENCING & GATES, 20.0' 12.0'OPENING TOP RAIL (TYP.) 5. CONTRACTOR MUST VERIFY FENCE OPENING SIZE BEFORE SINGLE SLIDE GATE 4' WIDE PERSONNEL ORDERING GATES. 6. A CONCRETE ANCHORAGE SHALL BE USED FOR ALL. TERMINAL A it GATE POSTS AND FOR LINE POSTS. A A it M ca n Y) it il 11qr 7. THE TOP OF THE CONCRETE ANCHORAGE SHALL. BE CROWNED (D A IN. ABOVE THE NATURAL GROUND. z N 6 '! 8. BLACK POLY -COATED FENCING, SEE SPECIFICATIONS. > > 0 X-, xxxxx X/ x e < X cl� x LU 0 > 0 •x L A < < C; u z 0 > z z < 1 N w Lu < �n LJ_J V I , /�X, co x" Le- (1- x x "N' X0 x x X11 Z �x X" >r1<xx1_'X /X! • CL < Z 4 TIMES POST DIAMETER CONCRETE USE LU SONOTUBE FORM :C Q U-1 U z ui 0 L.0 L LL_ V) SHEET SALVAGED ROLLER GATE FENCE DETAIL DC6 No Scale 91 z 0 (f) ry LLJ (D cr LLJ Ln w L N w LL w U) x O 1ru z L C, U N o 0 U 0 - U�) N — " 0 TOP RAIL (Typ.) 115 C� cl 10'-0" TYP. < z z n 00 < - > Lu V, Ln < 0 Z ll) F-- < v) < TOP RAIL (TYP.) T- < v X, �x > R BRACE BAR. CONNECT > TO POSTS WITH BRACE HORIZONTAL X BRACE BAND W/CUP. K < e- x`\ x X V X11\1' AIX �x X\, > -:x x "Vxx X/ \X XIX > I ,x \< � /x > x x X\ V K x -xx < Lu U-iXt K/ Lj X X _j X, WIN/ 1�77K u C) X " 5x / � , �No7 N\ 1"yl O1 <X LxTENSION x e � , r, y XI 0 RE x 0 x X X;Wpry A=177 777\7�7�,7 X" R x, x X> X \X1 �X\ 5 TRUSS ROD WITH ADJUSTMENT z 0 (y) z z t. 0 > 10'.0" CENTER TO CENTER X (TYPICAL) 10 Lqj 0 >: il-- Zp- tn Z 0 Lu Z CONCRETE CONCRETE 12'' DIA '16" DIA CA, Z 0 Z, *IF ROCK IS ENCOUNTERED WHEN Lu SETTING LINE POSTS, DRILL HOLES 4 Z Lu X INCHES LARGER IN DIAMETER THAN Line Post* Brace Post POSTS AND BACKFILL TO GRADE WITH Terminal Post 12'' DIA — 16" DIA 0 < CLASS "B" CONCRETE (INTERMEDIATE) Z (END, CORNER OR PULL) > z w tin ffZ no &M > Chain Link Fence PULL, END OR CORNER & ADJACENT LINE POST No Scale z 0 U V11 z 0 LLJ ry- Lu CI C4 ce) t- r� M 0u oo 00 U) L) o 0 z z > > CY -S 0 < 0 0 z co D < z U,J C) z- z z < -, , ur, LU Lu 0 7) < z-.. —1 5 W LLJ � LL- u- C-12 Q 0 0 0 uj < U z z z u- > z j2 ij� LLI LLI 0 5 C) SHEET DC 7 C0Ji%`k_Sj,7R, UCTIOAT OF A SIL 7"' FENCE PH T ILI 0 U T ;T-1R_E S bl_-P OR I 1, 'SET THE STAKES. 2. EXCAVATE A 4X,' 4" TRIKNCH UPS1.40PE ALONG THE LINE OF ;VMAX, 7;11 '7 zL I 7-- '11c .1e_114 rAPLE FIUIEV MATERIA.L. TO 3"'I'AKES 10,11) EX"IEND IT I NTO TN;. c 4. RN KFILL AND COMPACT THE EMjw'ATED SOIL GTIV IN.3"TALIATTON (PE.RSPECTIVE VIEVO PTIAINI P01,14T 13, POINTS3 A �M,001,1) BE LAGIJER DRAINAG-EKWAY INSTALLATION (FRONT ELEVATION) TYPICAL ORIENTA TION OF T_R E-4 TIVE N T T OIL S TABILIZA TION BLAl IVA-E T) QF _U ALL SLOPES, STRIPI� ICIMrtC' RROTE_TTVE 3 OVERIING9 Y BE APPLIED ACROS'S THE SLQPLI BERM W14ERE THERE IS A BERM AT THE TOP OF THE SLOPE, F3RINC THE NtATEROAL UVER THE BERM, A1,41) ANCHOR IT BEHIND THE BERM, SLOPES,, APPLY PROTEME COVERING PARALLEL 10 'THE DIRE TI N OF FLOW AND 41CHUP �IZCUREV, . . . . . . . . ---------- IN DITCHES, APPLY PROTECTIVE C470CRING PARALLEL TO 'THE 04RE17.310N OF FLOW. U­'_`,E CflEC+� SLOTS �AS' REQUIRED� A4010 J01f-AN4, WITCRIAL IN THE CENTER Or THE DITCH IF AT ALL FC'53IBLE. C 0 S'l,,1T�RIr TC rn 0- C, L DR 0-t _L Tu"ATD 11, A A[G I �M S)T D hVE AT, T FILTER C1_nTH 6 MIN, A] SIDE ELEVATION PAVEMENT HOUNTABLC BERM IV KIN, PA VEMENT 10' 141N, TO �;EDT�ENT TRAFFLNIC5 DEVICt WJST EXtENLI FVLL WIDTH OF IN1,3RE55 44D FQRFft'�`, OPER4,110 N PLAN VIEW IT MIN. SECTION A -A WIRE SCREEN (X)NCRETE BLOCK WIFE SCREEN ell FILHIERED WAI'ER ()VERFLUN RUNUFF WATTER 'NIH lIENT SEOkA Trm SE10A NTH "Trr S PFCIFIC APPLICATION THIS METHOD OF INLE'1PHUI'LICTION IS APPLICABI.2, WTIE, P.,E HEAVY FLOW$ ARE EXPECTED AND WIERI,- AN OVERFLOW CAPACITY IS NECESISARY TO PREVEN'T EXCESSIVE PONDING AFOUND THE STRUCTURE. GRAVEL S14.ALL BF VDOT #3, #357 0,R #5 GOAPS�E AGGREGATE, T 17PI CA L TR E14 TME N T I SOIL STABILIZATION BLA YVKE T INS T.4LLATION CRITERIA ANCHOk SLOT NOTE APPROXIMATELY 200 STAPLES REQUIRED " YDS� OF MATERIAL ROLL PER 100 a4Q AtIcHOR SLor-1j, jUNcrjot-j SI_Qr� 4t CHECK SLOTS 'TO BE BkIRIEE 6- TO 12` If 4AX, 4:1 OR FLATTER 'ER -1 6' )AAX. STEEr TRAIT 4 JUNCTWN SLOT WCE AND END J09147s 7i—I 1 -1 TT1­­__F_1 CHECK SLOTTO BE SNUGLY ARUTTED �XTE MESH WILL aIE IERMINAL, FOLD STAPLED LAP JOINT IN L0,1 CIF EDGE JOINT) LAP JOINT '27 WN, (JUTE MESH I TAMP FIRWLY 5' 1AAX_ 4-1 OR FLATTER a� MAX. STEEPER -D-M 4:1 TO 1 TAMP alECK SLOT FIRMLY 611 TO 712 CHECK SLOT TO TO 2T PLAN VIEW STAPLING DIAGRAM AT MI N, 1`4011 15TEEL WIRE, $TAPLE FQRMIED FRIL_)M 8' STAPAS MK LENGTH FOR SANDY �,OIL, C C IrfTERVALS; N OT REQ,'D 'WITH ALL 67 STAPLE MIN, L BLk4 Ts LENGTH FOR OTHER SOIL, trOMBWATION- KE JUNCTION SLOT TA P F1 R IALY 6' TO 1 2r — - -------- - - m TERMINAL r0L0 TAW FIRKILY F T 7 0 r-t HAVr, L CK & Cr CURB INLIT 1w" WIRE S0REUN GRAVEL FILTER RUNOFFF 41 OVERFILD WATER 'Oil Ili SZI)i M E,111T —A hr� ITIm '�dIRE SCREEN 2 X 4 '6`00D SSTUD SPECIAL, APPLICATION CONCRETE 8DOCK R 'NATER THIS MET1,10D OF [NSET PROTECTION lz'R APPLICABLE AT CURB INLETS WHEER�R AN OVERFLOW CAPABILIT'l IS NEC2SSARY "DO P.REVENT E'XCESSIVE PONDING IN FIZONT OF THE STRUCTURE - GRAVE L SSHALL BE, VDOT #3, J',13-57 01Z J/5 COARSE AGGR,EGATE s r E CXONSTRUCTION to A�F­ ffi 'TC11j, j COURS)E 2 2 L PROFIE STO E C 0 N,-,'f R U CT I N SPHALT - PM/.Fv (A ACCESS 'D r 2% 1.,is ----- ��) (Jf TIVE DRAINAG END F'U- LIL*: 6 0 *MUST EXTE OF' INGRESS AND , ujm�t�Ar 'V P�PfN(; DEVICE.I OPE,RATIOj',,I ON, V� RAII tAPOL., ITOO SEuIk4F_N1-" 2 7d .5ECTIQN,I.A=A A miIIdII1111111 water ta1)­:'*1()'f f'i Icll 11111st beinstaff';�',d ith a nwitinum I ft'ch baffec) shut"Iff valve sup lyfi�fg' a '�Va'sh hix.,.e -with a diiimtek. of iItid f t,,, '(1 hate P, IeS q 3 e a e- constant pressajre,-Wash:Avatel, li�W t be, carded aNvay fi-oni tj� ; le''eliffallce to` an N:)vrovedsettliIlg area o 1'eln N,�i 'A se" fihwiitsbaff,bi� 1). vvente_(l fkwi. stomi PAVED,,, WA$,H1IRACK z Z un is Ki. a-) CaO 00 00 (0 -n 0 z z < < > > F, u tj > c) r 0 .2 < 0 0 Q z z z z uj ) L, (D 3: LLj Lu 0 LU < CZ Li- LL- C) 0 z v) Z V) _j < Z < < Lu z 0 0 ry LLJ LLJ 0 0 nl z 0 u SHEET U W 7r 0 W u- m w x SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB TREE FRAME AND GRATE CAST INTO TOP SLAB TOP SLAB 2"0 IRRIGATION PORT, TYP, 3 PLACES 6" UNDERDRAIN STONE LAYERTYP, PROVIDED BY CONTECH tlItam-fill 1-16"Milaill-l"Ams- VAULT WIDTH 4 _u - - - - - - INLET SHAPING (NOT BY CONTECH) CLEAN OUT A TREE GRATE CURB INLET OPENING CURB (NOT BY CONTECH) ENERGY DISSIPATION ROCKS GALVANIZED ANGLE NOSING CURB AND GUTTER (NOT BY CONTECH) SEE FILTERRA STANDARD OFFLINE CURB INLET DETAIL SHEET Q STREET 0 f 0 6r) Z 3" MULCH LAYER, TYP, PROVIDED BY CONTECH 4" - 6"0 UNDERDRAIN FLOWKIT (VARIES BY SIZE) PROVIDED BY CONTECH FT LONG SIDE INLET CONFIGURATION VAULT OUTLET TREE MEDIA DESIGNATION AVAILABILITY SIZE PIPE GRATE BAY SIZE (L x W) CIA QTY & SIZE FT0604 N/A CA 6 x 4 6 x 4 4" SDR 35 (1) 3' x 3' 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) 3'x 3' FT0804 N/A MID-ATL 8 x 4 8 x 4 4" SDR 35 (1) 3'x 31 FT0806 ALL 8X6 8 x 6 4" SDR 35 (1) 4'x 4' FI-1006 ALL 10 x 6 10 x 6 6" SDR 35 (1) 4'x 4' FT'1206 ALL 12 x 6 12x6 6" SDR 35 (2) 4x 4' FT1307 ALL 13x7 13x7 6" SDR 35 (2) 4x 4' FT1408 CALL CONTECH 14 x 8 14 x 8 6" SDR 35 (2) 4x 4' FT1608 CALL CONTECH 16x8 16X8 6" SDR 35 (2) 4x 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) 4x 4' FT2208 C ALL (--,ONT 22 x 8 22 x 8 77�-s (3) 4' N/A NOT AVAILABLE INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING UPON OUTLET LOCATION. B VAULT LENGTH -------- I L -------- T- 1 1117. 1 � p QQ��,������� ^ J i fnl n I �� �`,� Q �� I B 'q- 0 0 z FT SHORT SIDE INLET CONFIGURATION VAULT OUTLET TREE DESIGNATION AVAILABILITY MEDIA SIZE PIPE GRATE BAY SIZE (W x L) CIA QTY & SIZE FT0406 N/A CA 4 x 6 4 x 6 4" SDR 35 (1) T X T FT04065 CA ONLY 4 x 6.5 4 x 6.5 4" SDR 35 (1) Tx 3' F-F0408 N/A MID-ATL 4 x 8 4 x 8 4" SDR 35 (1) 3'x 3' FT045078 MID-ATL ONLY 4.5 x 7.83 4.5 x 7.83 4" SDR 35 (1) Tx 3' FT0608 ALL 6 x 8 6X8 4" SDR 35 (1) 4x 4' FT061 0 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 7 x 13 7 x 13 6" SDR 35 (2) 4'x 4' N/A NOT AVAILABLE fl fw;,PF,00uc r kmv LIE PR(-)iEcrEo rsy cwE 7J525A85; T4252b 1; 7,333.4 tZ RELAT EG OREIGN PATENTS. VAULT LENGTH FT SQUARE INLET CONFIGURATION VAULT OUTLET TREE DESIGNATION AVAILABILITY MEDIA SIZE PIP GRATE BAY SIZE (W x L) ILIA QTYc'x SIZE FT0404 ALL 4 x 4 4 x 4 4" SDR 35 (1) Tx 3' FT0606 ALL 6 x 6 6 x 6 4" SDR 35 (1)3 1 X3 N/A = NOT AVAILABLE Qv O 0 z C-) U J 00 1-0 0 Iq 1* 0 3- z z < co > Q) 0 Z 0 LIJ C) 0 0 U C) Z z .L < LU � W 0 U) Lij Lu 0 __j v) LU Clf� LE n U-J Z V) C < z 7 < > ;2 Z 0 ui Q 0 0 0 �L rz U I11 J ❑ U W U) dO J J n n F _ _=T-T O- FRC ST 'TREE PROTECTION FENCE E p STING TREE E 1 IAL >17, POYR [ 2111.4 �4' FEt CINN3 FABIR10 ti RANGE MIRA3AE 4_2" 3 E)UST I N G w _ TO MIP.4FI all FE OR AN APP—j :01JE ► EQUAL STAPLE'T0 N,C, ICAL 2X4 O TIE TCa I' ETAL = T x 1`14D T'& I CIT, E 41_ PLACE CONTINIUNO I i IRUN OF FENCE f0\TEFIAL� aN.8OTH SIDE`", Of= 1MMED LATE 'lNORK ZONE IN WK- 0DEED ARS AS ON T E F I-4k,11S. DCD NOTATTACH FENCE MATER114:L3 TO TREES. z_ TWEE PRE ITE �ODN FENCING FAERIC TO FIE .t I�CE01N A RAjaOIUC C=F A fa 1fAll"NILIM OF 1.,T FPSljt THE TRC tiNK OF TRJ N,r, FOR' EACH 1�t� 11-I OF DBH F« 1E A BREACT HEIGHT). AREA I � IC�� F ENC r - �HOLILC4 ,t BEA NCI AC�E S_, �0, E,1CI,�._1HNII EN TFA3, w��.Y% FARKla- OF ECLIIY'tr'E�fT�R STI�:RILIN� SUE �RLI®s _ 'NF�:A."SAFF HIC- " "ENG,T�H POLYMER GEC ARID FAIEB IC BY fhfi',RAFI PRODLf ITS, PENaDERGFAli-.S _,, GECR GLA_ 4" ONFE SIGN PER 5, ` 0,F TREE PR4_TEC-7101N FENCI iG'==HALL RED: R�L PR( TES T DN , RE.4,'DCI NOT ENTER L0;=0 AR3,1 LES' PROMBIE3_1, ENT :AR° i a- Lo Y N 7 W H L Q j W X �'olP,H TENAI,i,GE REQ'L IREa1ENT-r : 1. 1 N,3-PECT Vfc-EKLY AND AFTER E, NCH R'.AI N FALL F _)UCING =l,I;t 1 NCI'-4 OR MORLE OF 11RAIN, 2. Ii=Rll _. F?CE C4.fw1.SED FE�=INS Ia1fEIIATEL�'. 4. IF R a4: TS ARIE C�AMAGED, CUTOFF AND VEEP-Ei<FIGS.ED RCI OTC, fil0EST 9Y S3FRE40 PE;�T 105S, NIC,'1ST TOP3f11L, 0R bll-DIEIT hlkJLCH_ NO RAJ NT Ivry NEEDEEL 5. FEiM .I.I' G �PAL.L BE INN T:ALLED :mot l0H'T7,R,!%T N0 TREE I DM,AAC�E 00(_-iJP3. 1F SUC' �NAAGE DOES OCCUR., cmcv A CIERTIFIED AP,90RUST SHOULD C-0 . ;N`�`yRlkrul� G. N� r RAIA, I_ I' EEDED. STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) 4"-6" CLEAR THROAT: - OPENING 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/PARA 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. PRECAST TOP SLAB `'' THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED CAST -IN -PLACE GUTTER y13 AND THROAT OPENING (BY CONTRACTOR PER 1 LOCAL STANDARDS) - ##4 DOWEL BARS @ 12" O.C. BY CONTECH TO BE BENT AS — NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF PRECAST VAULT WALL L1 r CAST -IN -PLACE GUTTER SECTION VIEW STANDARD THROAT OPENING PRECAST PRECAST THROAT TOP SLAB TYP THROAT TOP SLAB OPENING OPENING — TYP TYP CURB 4" MIN. f! �` 4" MIN. 4" MIN. OPENING OPENING OPENING CAST -IN -PLACE FLUME AND GUTTER PRECAST _/� �— DOWEL PRECAST �� DOWEL THROAT) TOWARD �CAST-IN-PLACE VAULT WALL 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 11 LLIJ I I d ,itlout tl,eE at xm9®n cu ,e,[uf CO:JTEL4 F_1wa<n ecrcµys au-.,th.uu.,a„uwnr>K and GO JTECfl wycs.l( drug, n.r, latlryor wicbi t, a tu_. 'tu`-ep mbe,...,tl,e wppinr rlorn,twiw-n.l cn N.e urew y slt:c-C sir.7 ucl,.A fad cunU'iv,cva ul ba aysia ,Jar:aas�.u.;_nYY_r.- ,.>5c t:zrer.�red o-, ecnr>:c t,w ,.ev.�:oteoN re ea,,atl_,r,�d.oyn. T marts ���ro �b1'n a<�e>im..«�unr _.e- Haut, _uppved by ms. 1 �EI�m"CHe I I ENGINEERED SOLUTIONS LLC FILTERRA THROAT OPENING DETAILS www.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 5 f3-645-7000 513-645-7993 FAX DATE:03/04/15 FILENAME: FILTERRA THROAT OPENING DTL DRAWN: SCK CFIECKED: .A."�u� tom( UL VER NL_E I' , TECTI N ENDWAL L ....t..- _...,...t---.,.._.........,..----......,-- — TOE OF FILL ° . CULVERT 8 U_ 1 I z z TO OF FILL o SILT FENCE D '�,® Ln Vx UI TANCE IS 6' MINIMUM 1F FLOW I' TOWARD E ARANK ENT 'yf/ L ]� N �x0 t It FLOW " VDOT #3, #357 OR #5 COARSE TV KLrLmlr_ SILT rr-ri" IN " nvRDv.anvr ix11"If HIGK VELOCITY OF FLOW 15 EXPECTED 7 \\ IJ % f % '% %1 I > A 0-t I � U I I � � I LU I 7 I � 7 I I I > I^,t > 7 SDR 35 OUTLET COUPLING CAST I ' 7 INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) VAULT WIDTH \ > i PLAN VIEW W ENERGY DISSIPATION ROCKS AT INLET AREA ENERGY DISSIPATION ROCKS AT INLET AREA PLANT PROVIDED BY CONTECH 3" MULCH LAYER, TYP. 2 PROVIDED BY CONTECH -- F— v 0 \ - L0 z I 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY CONTECH 21" FILTERRA MEDIA, TYP. PROVIDED BY CONTECH 4" - 6" O UNDERDRAIN FLOWKIT (VARIES BY SIZE) PROVIDED BY CONTECH Itgwm .4— LU Z Lu X i I sa¢mrreuo-a __j z 0 (J LU su z 0 LLi y w 04 V - -. i., r-.LZ,00 00 0` �l r 0 z� `t U > > _ � d✓ o to `3 -- V) iu LIJ VT __D 0 .CI' m O :- IJ.1 Q i O C) c' z z z <t V) ` ' LLJ C� w LU 0 _i v7 < . _1 ) w CG F-- z LLJ LLJ > Ca --1 w I° J z 0 t' V O w z aLLJ U SHEET