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SDP201200003 Plan - Approved Major Amendment, Final Site Plan 2012-05-08
i li OWNER AEW SCT Rio HILL LLC C/O ROSENTHALL PROP. 8391 OLD COURTHOUSE RD — SUITE 320 VIENNA, VA 22182 TELEPHONE NO. (919)361-9893 PIN # 04500—.0—00-094AO ZONING PLANNED DEVELOPMENT SHOPPING CENTER MAGISTRATE DISTRICT RIO _ PROPOSED USE FUEL CEN'CER FUEL CENTER SITE AREA 0.72, Ap'CRES (DISTURBED AREA s SHOPPING CENTER SITE AREA 30.985 ACRES SQUARE FOOTAGE 176 SF NUMBER OF EMPLOYEES 1 HEIGHT OF THE CANOPY 19 FEET PARKING SUMMARY EXISTING PARKING SPACES 350 SPACES IN FRONT OF KROGER PARKING LOST 94 SPACES TOTAL PROPOSED PARKING 256 SPACES EX. PERVIOUS COVERAGE 2,2151 SF; (INSIDE PROJECT AREA) PROP. PERVIOUS COVERAGE 3,748 SF (INSIDE PROJECT AREA) PROP. PAVED PARKING & DRIVES 27„073 SF (0.62 ACRES) 61_ ! FAX 678-319-0745 PROJECT NO. 11-313 ANTICIPATED ACTIVITY SCHEDULE ACTIVITY/MONTH 1 1 2 3 4 5 6 7 1 8 1 9 INSTALL EROSION 1 CONTROL DEMOLITION & 2 GRADING UTILITY 3 INSTALLATION 4 MAINTAIN EROSION CONTROL 5 BLDG. CONST. AND PAVING FINAL 6 LANDSCAPING 7 CLEAN UP APPROVALS DATE :DEPARTMENT OF COMIVI UNlTY DE VELOPN ENT PLANNERIZONING ENGINEER, j + ,-INS PECTIQNS r i ARB.......... DEPARTIVIENT OF FIRE. RESCUE /j Z A IARi CC (TNTY SERVIAUTH.0-MYL9%51_01.. _114 15 3 IL VIRf"INI.E1 DEPA,RMIENT QVTRANSPOK-VATION $ 12 HEALTH IDEPART NIENT VICINITY MAP_ ,F .0 r $..,^-J G-_ V HL C-C SHEETI COVER C-X SURVEY u C-0 DEMOLITION OVERALL SITE PLAN -lb SITEPLAN C-2 GRADINGL -3a UTILITY PLAN, Y SITE ELECTRICAL PLAN FUEL ELECTRICAL TOTES & CALCS EROSION CONTROL PLAN PIPE PROFILES LP-1 SITE LIGHTING M PLAN LANDSCAPE LA-1 LANDSCAPE PLAN d: LA-2 LANDSCAPE DETAILS IR-1 IRRIGATIONPLC -2 IRRIGATION DETAILS F - IRRIGKrION SPECS 01-13--2012 INITIAL SUBMITTAL 01-20-2012 ARB SUBMITTAL 0220-2012 SITE PLAN RESUBMITTAL 03-29---2012 SITE & ARIA RESUBMITTAL 04-12---2012 SITE (AGSA) RESUBMITTAL 04-25--2012 SITE (ACSA) RESUBMITTAL C Z L 13 I G F d U C o I 0 o o 0 3� STORY GRATE o ,� I Rcp • ` TOP=516. 10 INV=508.10 WATER _ -- VAL VES I 3 ®�� I . ! ~ a TC513.13 0 r TC516..51 ` TC513.60 0 , yC p EP512.82 EP516.10 EP513.25 U \, TC518.34 N47'19'1-0v ROD/ F 329.78' _ ROD/F N42*40'501- 47119010"W 5.00' NAIL/F 120.00' (VAILIf I I I I 1 I 20' DRAINAGE EASEMENT PER 1 c DB.• 1132 PG.- 155 I I DB.• 1139 PG.127 DB.• 1152 PG.•538 DB.• 1164 PG.•376 DS.• 1210 PG.- 165co I I LIGHT POLE II "o II 38 (�P,) E 507. 0. P507.(09 I I 1 00©BRD01(- DRIVE N47191910 "W 239, 91 ' S42'40'50 "W 5.00, TC50542 TC506.431 r I i EP504.91 EP506.08 . s. .`� . J+f.P . . �. . \ PAINTED C527 3STRIPE7.0C5117.91 I .P5d6.27 EP�1_.9 + \ I 3 R I T . EP506.67. . EP5117.43 �t--'- _,,..�'i' I . � . 0„ � . I . I p.. � I' � � i 1 ► �' w-y I� .i . i . `� -a � ci . . ► . � �. I. � i . CO. , i t . 1. .1 . j i t I f j i J 1 \� TC513251 ! i �i I TC506.99 / TC518.40 1 P 1 1 /R EP506;975 h I • EP51501 . . .l ,, : --" . . EP512.8-q . 1 ! I \ . 1 30' y _ ♦ 4 �r . . G- 1,:� I t- a 1 1 I. p \ I ! 1 I ! I I ✓. . �. I. Z I 505.75'v I+ I ,. . . . �. . . �. . . 1. i s. + i. RC � . ;,�•' � .. 1. .o 30 Rc • � � I 1 I I 1- 1 03 p f 1 I STORM Dl ` .. � I ,. . . !. _ p. ,- I. I . I. I . I kA7507 I . . . . IdVV- 00.49 • • i i TOP=504.92 - 1 15.JRCP INV= -2.. . 1 + + I . + .�'TORM Dl. I .(TOP COVERED ( i� ' . i . ;. 3 . . .� 'STORM GRATE F-- SIGN TYP. 1 I. 1ENCHMARK)TOP=505.08 I� , WITH LANDSCAPING) + i . i. I . i . I�=.505.09 . I .. . . P I •INV=50.1.08• 1 . r ' . ! 1 TC51.3.291 I . i . !0. TG'318:39 I 1 I II I I TC50510EP5160.6 1. P . I J I I + 6 „ tCURB . 1 I. EP504.63 POWER .. ..I . . . . . I . ; . I + . 1 . . . . . I . 1 /SLA D Wl!TH . i ®. i I E = I I I I I i 1 I 14 ' SPA�Es- EP504. P I. I I PEDESTAL 1 . . . . . . 1 i . I i + • VEGOA TED . i . ! 1 I IIf IANDlCAf'RED 1 5 99U 1 I . I . 1 1 ► . I. . . . . . I I . . . ARE •(TYIP.) I rC507oB I I' Sc 4 7 PARKING (TY16.) I TC51�..1 h I I I 1 I ! P TELEPHONE . ; EP518.10 �. . I . . . i . . . I EP5178; . I I I \ EP506.75 . q� . , I T a �= PEDESTAL 11C) e. �� . L I I a 1. i . I i. LI is I I { I I ! ..... I I I . LTC5(S186-- rEP506.15CyPX513.21 1 PrC D7 SWEETG1" BUMPER f. +. EP512. 8 I I Ja P r . + . . EFW6 81. TREE . .W EP518.0i BLOCK ! + + i i 1 ' I . / ). (TYP.. . I 13 i TC 0595 . 1. j + 1 + . I + i. j . C 2 05.56 I . I TC518.30 1 i I I l P,512. E. 1. 1 i + t T m V EP597.96 . i I ! P �15. '7D' I . I �. . . .I I. . . + ,. Q. . . . . ,. .i. . I I U o .N. ! 1 I. (. (. TC5�51 . . �. . 1 . i . B-6 I. . . . j . TC513.2A/ . ` I . i . .B-5 ! I . I, f • I 1 EP518.05 1 1 I + EP512.945 1 P I. + ° .506.69. j. A . 515.43 •I - , 1 HYDRANT i . . . . . i P I ` . ' ' 'WATER VALVE 1 . . . ASPHALT. P . {�., . . . . . I I . !. 1. . . . . . j . . . . . I . I ..8-4 I . . + . (TYP..) °a ' . . I 1 i } i . i . . 1 . 1. . + . • ` , f � I � i • 506041 � I 1. + • C-4 C�-3 . I B1. 3. 1 + 9 To51319 I , B- 1 1 r TC518.33 . 1. . I. EP512.39. I . ' 1. 2 EP51791 g ' 1 i 512.07 . �. 510.•07 J . 50 .57 . X .,. W i 4 I ✓ / .i 1 I. 1 P ! 1 �' t 1 / . . ► ....... -'. ' ° . . . . . ' , 1 . . . . . . .0 ' S . . . ! rc513 13 { i I j J1. i 50ti74. 2 EP50,5. 17.03 . ✓✓✓ i EP51283� I . p ✓' � . � ,! EDGE " OF . ,; BACK OF i I . . ' I . . . I . . ( ) . + ' 507. 73 PAVEMENT . . .7. . .. . . . ,. TC51.73i i. ! . i I I. . 0. I TC516.45 , CURB (TYP.) P I ° 1 I a I TC506.� EP516.22 . (%YP.) ! . EP513.06 . I . i I ; I i . . . . . i . . EP505. I I _ , . co 1 ly1 1 j ! I 1 W. 1 1 . TC513. 08. + {�. 1 + 1 .2 . . i 1• 1• P TC506. 2 i' 1 EP512 67 + 1 1 1 EP506 14 QD -wr - - -�- �.-.�`--P��.�.__�- - 1° I TC516.6 EP516.18 j 1 - 1 1 1 " f 1 1 13" TC50588 STOP . 'SPEED ,. BUMP i 1 ' SlA✓EETG M ° ..tGE_FTGUM EPSo546' „ TC514.19 I SIGN I + . 1 . 1 . ' J EP513.87 1 . A' °EAU'" SIGN t ` ► 1 TREEP 1 TREE . 12 . . . . . . . . . 1. 1. ,. P 1. 1 SWEETGUM . I 1 1 1 P P STORY GRATE UG• POWER . . . . . . . . . . i . RM TREE . TOP 504.92 ✓'. , I. 1 1. I LINE (TYP,). 1 1 1 1 1. I P i P . . . . . . . . . . . lNV=500.14 UG .TELEPHONE . I HANDICAPPED LINE (TYP.) I ` ARKING SIGN • . . . TC506.30 CONCRETE I . . . EP505 97 . (TYP.) ' ' TC506.11 I . . EP505.63 . . . . . . . . . . STOP . . . . . . . . . . . . . . SIGN I. o I V TC50571 o, EP505.38 TC505 63 WWI EP 0 .21 14 „ swEETcuM I �- - TREE - d 05.05.27 I TC505.72 r EP504.93 EP50530' STORd •GRATE . TO'P�504. 44' lNV,-r' 497 84 � • it k •T 5054 ' 30'RCp + EP505.05 8„ SWEETGUM TREE I L 20' SANITARY SEWER 'p 3p�RCp ` T-�- 30"RCp 1p i ✓ I ✓ ✓ Is ✓ i i 11' 1 1 1 I - i + ! I TC504.13 1 I EP503.82 I E - d o a_ C505.10 , £P504.56 i 1 T 11 d VICINITY MAP 1000 ) LEGEND BENCHMARK BORE HOLE LOCATION CLEANOUT 0 FLAG POLE HANDICAPPED PARKING SPACE C HYDRANT LIGHT POLE ORNAMENTAL TREE © POWER PEDESTAL 0 SANITARY SEWER MANHOLE SIGN -a-- STORM GRATE STORM MANHOLE TELEPHONE RISER WATER VALVE EASEMENT PER DB•985 PG; 717 CLEANOUT DB. 985 PG, 722 TOP= 504.70 L-8 " SANS I SAN MH TOP=503.83 I _ -INV =494. 83, _ Y NO TES.- 1) OWNER INFOR1111A770N.- AE'W SCT RIO HILL LLC TAX, IVAP# 45-94A DB 3295 PG 731 2) LOCATION OF UTILITIES AS SHOWN IS BASED ON OBSERVABLE, ABOVE -GROUND EVIDENCE AND MARKINGS BY UTILITIES SEARCH, INC. 3) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO INFORMATION DISCLOSED BY SUCH. 4) PROPERTY LIES IN FEMA DEFINED FLOOD ZONE 'X" k1AP NUMBER: 5100JCO278D EFFECTIVE DATE: FEBRUARY 4, 2005 5) CURRENT ZONING: HC (HIGHWAY COMMERCIAL) SETBACKS. FRONT= 30 FEET (PLUS 2 FEET PER FOOT ABOVE 35 FEET IN HEIGHT) SIDE= 0 FEET REAR= 0 FEET HEIGHT RESTRICTION. NO GREATER THAN 65 FEET. 6) THE VERTICAL DATUM IS BASED ON NAIAD 88 WITH ORIGINATING BENCHMARK BEING NGS PID #DL2306. 7) THE ADDRESS OF THE PROPERTY IS 1980 RIO HILL CTR, CHARLOTTESVILLE, VA 22901. CERTIFICA TION• THIS 'PARTIAL TOPOGRAPHIC SURVEY SHOWING A PORTION OF TAX MAP lf45-945" WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF HOWARD L. VANCE L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON DECEMBER 14, 2011; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING Mr-7ADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. C N REFLECTING TOMORROW www.balzer.cc Chesterfield Henrico New River Valley Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING GEOTECHNICAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K rN 0 Vancea 18544-2011 ",*` J �Nd S URA L 1 j Ct > 4t H cc � .-,. cc U) Uj Z W O 0 W G (L -- L) im O a F- 2 LI)® a m J Ich ® Q F O cc C/) cc U- O "" � = F- Z a. O O E Z cn I DRAWN BY DEH DESIGNED BY CHECKED BY HLV DATE 12-14-2011 C SCALE 1 " = 20' REVISIONS: 12-27-2011 01-11-2012 SHEET NO. A OF 1 JOB NO. S 1100088 . � �- 1 \ ==� - r(CL�2�'\ TYPICAL PLANTE SLAND DETAIL: THE CURBS MUST BE PROTECTED AT ALL TIMES OR IF DAMAGED THEY WILL NEED TO BE REPLACED IN COMPLETE SECTIONS CONTROL JOINT TO CONTROLJOINT (IFDAMAGED) ........... VV VV ---- '' .. SPA UUNIRACTORTO INSTALL COA TAR EMULSION PAVEMENT SEALER ON THIS AREA —__1 -1-1--PER-MANUFAGTURERECOMMENDATION--T-0— I—�—REMIDVF=-EXISTING STRIPING -- lw� . ... ... .. REMOVE EXISTING CURB& GUTTER (TYP) 7-7. LIMITS OF FULL DEPTH SAWCUT (TYP) CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING N ELOCAT RR�E P'�P�AS =EEDED�TTO MAINTAIN) . ..... .. ........... I.......... . .. TEMPORARY CHAIN LINK FENCE . . . .. AROUND LIMITS OF CONSTRUCTION. DO . . . . . . . . . . NOT SET FENCE POSTS IN PAVEMENT. USE FREE-STANDING BASES. CONTRA TOR IILi' P&t&ASSOCIATE Ec� TR r EJE- REMOV �v �v I------- --- ASPHALT REMOVAL (SHADED AREA) D bORRECTLY WIRE ANE ALL TIMES OR IF DAYAGED THEY WILL NEED TO BE REPLACED IN COMPLETE SECTIONS 9ONTROL JOINT TO REMOVE PORTION OF CONTROL JOINT (IF DAMAGED) EXISTING 15" RCP PIPE RV,506. 18 EP505 30 TC15051 10 'ZI /THE CURBS MUST BE PROTECTED AT cq ALL TIMES OR IF DAMAGED THEY WILL NEED TO BE REPLACED IN COMPLETE SECTIONS CONTROL JOINT TO CONTROL JOINT (IF DAMAGED) FOR TRENCH TO CONNECT TO SSMH SEE UTILITY PLAN FOR |F YOU DIG \/|RG|NYA,,, CALL US FIRST! CT UTILITIES PROTECTION CENTER Know what's below. IT'S THE LAW Call before you ,v VV _-�_- =/ �. ! 26 SYqACES \ / 0 SPA CES / . � / U / / | / ' / U / | ' ' | | ! / | / | / | / | / � | } / | | / ! | i | / | ' ' / U / } / yU / | X / 0 / | / «U | / D /v | | / U / / U ------- r IEPA;, r OP)RCP IRL P_ =1 :;L. STEEL PLATES TO BE INSTALLED OVER TRENCH WHILE WAITING FOR COUNTY INSPECTION RIO HILL CTR 4 UG, TELEPHONE ,/- LINE (7-M. T T T Ea _C5 PEDMA L 1. 1-2 DEMOLIT1011 SCALE: 1' 20' TYPICAL PLANTER ISL SEE LA-2 REMOVAL 0 LIMITS OF FULL DEPTH SAWCUT (TYP) EXISTING DRIVE n0 REMAIN OPEN DURING CONSTRUCTION LIGHT POLL ' (7yp.) 20' DRAIXAE E43DNYN7 PER D&/I PG.-/55 /7B://,39 PG,-y27~ /JB.,//52 PG:538 DS: 1 16.4 PG076 /JB.,/J7Y0 PG, ^/65 | DEMOLITION NOTES 1. CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE DEMOLITION AND CONSTRUCTION BEGINS. / CONTRACTOR SHALL BERESPONSIBLE FOR COMPLYING WITH COUNTY OFALBEMARLE ` | REGULATIONS, (}.S.H.&STANDARDS, AND GOVERNING EPA REGULATIONS. 2. CONTRACTOR TO COMPLY WITH LOCAL AND COUNTY REGULATIONS REGARDING HAULING, DISPOSAL, AND THE BURNING (}RBURYING OFF DEBRIS ON-G|TE. 3.DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BEDISPOSED OFOFF-8|TE.ALL DEBRIS SHALL BE HAULED OFF -SITE TO A DISPOSAL AREA APPROVED BY COUNTY OF ALBEMARLE AND STATE OFV|RG|NIAFOR THEHAMOL|NG(}FDEMOLITION DEBRIS. 4. REFER TOPROJECT SPECIFICATIONS FOR DEMOLITION GUIDELINES. 5. CONTRACTOR SHALL NOTIFY OWNER 48 HOURS PRIOR TO COMMENCEMENT OF DEMOLITION ACTIVITIES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PRE -DEMOLITION PHOTOGRAPHS AND/OR VIDEOTAPE SHOWING EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS PRIOR TOANY OEK80L|T0M WORK. y ` � 7.ANY ITEM THAT MAY 8E ENCOUNTERED DURING BUILDING DEMOLITION THAT MAY 8EDF INTEREST OR VALUE TO THE OWNER SHALL REMAIN THE OWNER'S PROPERTY' COORDINATE PROOEDURE FOR REMOVAL AND 8/\L\4�GE WITH OWNER. ` 8. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS. 9. REFER TO THE GEOTECHNICAL REPORT LISTED IN THE GRADING NOTES ON THE GRADING PLAN FOR DEMOLITION AND DESIGN RECOMMENDATIONS. 10. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE BASED ON A SURVEY AS INDICATED IN THE GENERAL NOTES ONTHE SITE PLAN. CONTRACTOR SHALL NOTIFY ENGINEER {]FANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS. 1 1. CONTRACTOR SHALL CON -FACT ALL UTILITIES COMPANIES (WATER, SEWER, POWER, TELEPHONE, NATURAL GAS, CABLE, ETC) FOR PROPER DISCONNECT 0FUTILITIES TO BUILDING TC)BEREMOVED, AS WELL AS VERIFICATION OF UTILITIES TO BE RELOCATED DUE TO CONSTRUCTION. CONTRACTOR TOCALL V|Fl8|N|AONE-CALL CENTER ��811ATLEAST 72-HOURSPRIOR T{}CONSTRUCTION TOHAVE UTILITIES LOCATED. 12. CONTRACTOR RESPONSIBLE FOR LOCATING, IDENTIFYING, DISCONNECTING, AND SEALING OR CAPPING UTILITIES SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED. 13.THE PURPOSE OFTH(8PLAN )8FOR DEMOLITION ONLY. UTILITIES SHALL NOT BEREMOVED, ABANDONED OR RELOCATED UNTIL ALTERNATE PROVISIONS ARE MADE TO MAINTAIN SERVICE TO OTHER BUILDINGS/FACILITIES ASAPPROVED BY THE OWNER. 14. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF -SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTERTHAN THE EXISTING CONDITION. 15.ALL STRUCTURES AND UTILITIES NOT LABELED FOR DEMOLITION SHALL BEPROTECTED FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY DAMAGE T8THESE STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION ATNOADDITIONAL cOSTTOTHE OWNER. '16. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL HAVE THEIR UTILITY SERVICES MA/NTA|NEOATALL TIMES. TEMPORARY SERVICE INTERRUPTIONS SHALL BEAPPROVED AND SCHEDULED WITH THE OWNERS A MINIMUM OF 48 HOURS PRIOR TO INTERRUPTING THE SERVICE. 17. NEC ESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OFTHE PROJECT. ` 18. SILT FENCES AND INLET SEDIMENT TRAPS ALONG WITH ASSOCIATED DISCHARGE PIPES SHALL BE |NPLACE ^PRIOR TODEMOLITION OPERATIONS. CONTRACTOR |STO ADHERE TOTHE STATE OF V/RG|N|AEROG|ON AND SEDIMENT CONTROL HANDBOOK DURING DEMOLITION OPERATION. SEE GRADING C-2&EROSION CONTROL PLANC-4 FOR DETAILS. 19.DEh\OL/T|01 SHALL, UNLESS OTHERWISE NOTED ON DRAWINGS, INCLUDE REMOVAL OF EXISTING OBJECTS OR IMPROVEMENTS, WHETHER INDICATED ON DRAWINGS OR NOT, THAT WOULD IN ANY WAY PREVENT OR INTERFERE WITH PROGRESS OR COMPLETION OF PROPOSED WORK AND ALL REMOVALS AND RELOCATIONS SHALL 8EATCONTRACTOR'S EXPENSE. 20, ANY QUESTIONS CONCERNING THE L|kX|T8 OF DEMOLITION OFANY STRUCTURE, WALKWAY, ASPHALT PAVING, VEGETATION, SIGNS, POWER ANDIOR LIGHT POLES, ETC., SHOULD BE CLEARED THROUGH THE ARCHITECT AND/OR OWNER BEFORE PROCEEDING. 21.THE LOCATIONS OFEXISTING UTILITIES SHOWN ARE BASED ONASURVEY BY BALZER AND ASSOCIATES, |NC.'DATED DECEMBER14,2811. ' 22. LIMITS OFDISTURBANCE �� ����� SAYCUT ASPHALT ++-�-*-*-*-CONDUIT REMOVAL CURB& GUTTER REMOVAL LIMITS OF DISTURBANCE TO SU8GRADE TPF___ TREE PROTECTION FENCING ASPHALT REMOVAL TOPS0 REMOVAL rr- 0 u-j LO 'D 0 LU CD 0 LO r_ co x V� LU U) Wj co -It 00 40 to PROPOSED STEP—DOWN TRANSFORMER PROPOSEDFUEL ATTENDANT KIOSK f 13 ,._ 20 J 3 1 l EXISTING FIRE Si dots It — P OSED ROPCANOPY k,r 5 � STAGING / �R LAYDOWN AREA -��dOls � I RIO MILL CTR a � r x' 5 h G� rf Nam- . M/e=' x ; k. t .. ,s r t � a,. . ' '+ .. .. .1 3 �'� Uk �r '.� �',,,. r ?'...: 5 • i" S0. � ,...;t#-.2..s�:+, AIR STA :.., w• r;,> :�.> _, .. :`#�..;€=:; �z�� ��,��' �` -- .-Fv,—. .c,>l � £�F��.u� t Vic: ,. N v, EXISTING CENTER DETENTION POND qq�3U tAQM OEM O U % N u� �� f�Y r,�ty. IF YOU DIG VIRGINIA... CALL US FIRST! UTILITIES PROTECTION CENTER $%a Know what's below. IT'S THE LAW o Z Call before you dig 0 � ` o NAD - 83 CONCEPTUAL SITE NOTES 1. TRUCK PATH SHOWN IS A WS--62. 2. THE AREA BEYOND THE SCOPE OF FUEL CENTER CONSTRUCTION SHOWN ON THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY TO SHOW THE LOCATION OF THE FUEL CENTER WITHIN THE. OVERALL DEVELOPMENT AND PARKING CALCULATIONS. PLEASE RIEFER TO SHEETS C-16, C--2, C-3, C-4, AND 0-5 FOR FUEL CENTER CONSTRUCTION IRFORMATION. V I (" I N T A�� F�IJ�IIiI� j �I�I�III 0t� O O 0 ,�o OM W cD 0, cU LO LU N c O ozS _C. cis Q M co 0 cn I,_ C0 N f� U) O O O CV Z 0 0 cc -0 ti O IZ M TAYL R ROBFRTSON 00 � Lie. VO.15927 CC < J 00 U J� c z< r�J "<> co Lit m—v y "R rr r N O CO �e I `$ O u/ �rmax? 1— �.-� t3 0 iLLI � O -t 0 ` : cc o- r � 1 ARB SUBMITTAL 01-20-12 >2COUNTY COMMENTS 02-20-12 ARB/COUNTY 3 COMMENTS 03— 29-12 OWNER REVISIONS `� 04-12-12 u ^ � FUEL CENTER & IRnGATtOr WATER MET ERS IN " NEW LANDSCAPE AREAS PROPOSED CURB OUT xk CANOP PRICE SIGN 35 13 16' MAX 10 BOTTOM OF FASCIA (IQ INVERTED"U"SHAPED P11E BOLLARD, REFER TO ALLOWAY DRAWINGS. if RUCT DISPENSING " TY CANOPY PRICE SIGN > O-L ' � ^*� 1.51 " " 24' m � CONCRETE__ FLUME 12 CONCRETE FLUME PAVEMENT MARKINGS TOGRATE INLET aeEoeTAILanw — ~ JR NEW LANDSCAPE `k ` U � ' U U | U ' x AIR STATION CONCRETE PAD WITH TWO (2) U U BOLLARDS. FRONT VFCONCRETE PAD TVoE | ` 8 U FLUSH WITH DRIVEWAY SURFACE. REFER T0 | GALU}YYAYPLANS FOR AIR STATION DETAILS. ' || COORDINATE POWER CONNECTION WITH |l �LECTR|{z\Lpu^wG U ' U IF YOU DIG VIRRINIA. CALL US FIFST.1,q UTILITIES PROTECTI"`C-0' NTER Know what's below. IT'S THE RD � C«l before you p . « ������ �HEAVY DUTY- AVEMENT (V—DOT) / K / / 2%SURFACE COURSE (TYPE SM-95A) -TONE (TYPE I SIZE 21?A� Rd F_ . rs:1 PLANS) (SEE GALLOWAY PLANS) J 26 SPA CES 26 SPA CES ~ ^~'`~E_ / / | / / U / / / 0 / | 6"nAISso (CURB mVSIDE WALK DETAIL GOING FROM BACK OFCURB TO BACK OF C-1JR8T—YPICAL-� � �� FENCE ARO D LIMITS OF RSTRUCTI FENCE POST USE FREE STRIPED ISLAN24 SPACES NEW LANDSCAPE AREA VICINITY 0,�`n�" MAP �� ���"���JL`�J� �� �� / U / / U SCALE: NONE | | | U | / �������� � COUNTY GENERAL | / ���������/�^��� ������� � � ������������ TION NOTES CONSTRUC | | ' 0 | K | /1. PRIOR TO ANY CONSTRUCTION YN\M|N ANY EXISTING ruouC RIGHT—OF—WAY, INCLUDING" CONNECTION TO ANY EXISTING KV*u a rcnm// SHALL BE uu''""E" FROM THE `^`~^^A | ' DEPARTMENT OF ' ' ` ' PLAN AS DRAWN MAY NOT ACCURATELY REFLECT OCCUR THE REQUIREMENTS OF | / THE nEQumcrwov/S OF THE rc"m// ,n.^,.E ANY DISCREPANCIES / THE rcnmI/ SHALL Gvvuvv ) / 2. ALL MATERIAL AND CONSTRUCTION METHODS SMALL CUNrunm TO CURRENT SPECIFICATIONS | / AND STANDARDS OF ��� ACCORDANCE WITH 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED| /IitArPnuvcu cnoo/Ov CONTROL rLn.. AND SHALL BE INSTALLED.PRIOR / | / OR OTHER CONSTRUCTION ! / 4^ Ai� SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED\ / / 5. THE WAX|WUk� ALLOWABLE SLOPE IS 2:1 WHERE REASONABLE OBTAINABLE LESSER SLOPES OFF | / 3`1 OR BETTER ARE TO BE ACHIEVED | / 6^ pA��� RIP ��P (}R ST���IU7/\TlON K�/\T MINED DI T�� K�/\`/ B� ��[)0��D ���� �� THE �p������ | / ' ' ()R ������E� |T )� ���K�ED NECESSARY I�� ORDER TO STABILIZE /\ / 0F THE COUNTY �MG|NLL� " | ` ~'` ~�---- � � �- --- \ / DRAINAGE CHANNEL | / / 7. ��i TRAFFIC CONTROL SIGNS ���AiL CONFORM WITH\4F�(�N|/\ MANUAL FOR UNIFORM TRAFFIC | / CONTROL DEVICES | / : � . UNLESS OTHERWISE NOTED ALL CONCRETE PIPE 8H/\[[ �� REINFORCED CONCRETE P�p� — > / U | / 0 (|i/\3S III i / ' 8 � �[[ ����V�7]O' FOR UNDERGROUND {)��� p�p� �� MUST �O�P[� ��T� ���� STANDARDS ' / /�8 ^ � ) | Jill FOR CONSTRUCTION INDUSTRY /28 CFR Part 1B26/ | | |"8 ' ` / / U GENERAL ��K�+������� | NOTES J���� | { / / 8 1 ALL VVORKAND 8�ATER!ALGSHALL CO&1PLYVV|THCOUNTY DFALBEK�ARLE`STATE (�FV1RG|NN\ REGULATIONS . 12 SPACES / U SITE 8OUNDARY, TOPOGRAPHY,U UTILITY ROAD INFORMATION TAKEN FROM /\ SURVEY BY BALZER [�i�j ' AND ASSOCIATES, /NC.;DATED OECEM8EFl14'2U11. _- �r /� 8. ACCORDING TOTHE TDP0GRAPH(C 8URVEY PREPAREO 8Y 8ALZERAND4@8OC|ATES. INC, THE REMOTE VENT RISER SE�� " �� PROPERTY IS LOCATED WITHIN THE FLOOD HAZARD AREA "X"A3 SHOWN 0NTHE FIRM MAP NUMBER GALLOWAY PLANS FOR (6 � DETAIL W/ 4 BOLLARDS—� �10U3CO�78ODATED FE8RUARYO4.20U5. cil 4.BUILDING DIMENSIONS SHOWN ONTHIS PLAN ARE "LEAGE"DIMENSIONS. FOR ACTUAL DIMENSIONS, SEE ARCHITECTURAL PLANS. DIMENSIONS TO CONIC. CURB 8 GUTTER ARE TO "FACE OF CURB'". ' 1'1COMPARTMENT Ul.LISTED UNDERGROUND STORAGE (2O.00OGALLONST0TA� mep�RT0 5. SITE yyORKCONTRACTOR |GRESPONSIBLE F{]FlVVORP{TOVV(TH|N5�O"OFTHE BU|L[)|NG' ---`— GALLOYYAYTANK INSTALLATION DRAWINGS. APPROXIMATE LOCATION OF 8. EXISTING STRUCTURES WITHIN CONSTRUCTION L|K8|TSARE TO BE ABANDONED, REMOVED, (}R 2CoNPAnTMENTUl.UGTEDUNoERGnOUNo RELO�ATEDA8|ND|CATEDONTHEPLAN9ANDINTHESpEC\F|QA[|ON8' �—^^—GTORAGETANK <18OUOGALLONS T0TAU REFER�TO � GALu]Vw�TANK INSTALLATION DRAWINGS. 7. CONTRACTOR IS TO NOTIFY CITY/STATE INSPECTORS 72 HOURS PRIOR TO THE START OF � � CONSTRUCTION. 8. CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL KEEP COPIES 0FSUCH PERMITS |NTHE CONSTRUCTION TRAILER ATALL TIMES. �� 9' ALL S|8NAGE SHALL COMPLY WITH COUNTY {}FAL8E��/\RLEZON|N(� ORDINANCE. �\SEPARATE SIGN PERMIT IS REQUIRED. EXISTING FULL tv �+ k---- yF3 � �v�_� � ' —o � \ '^ ~� SITEcff AN �� 20SunLE^ 1 10.CONSTRUCTION TRAILER USED ON -SITE SHALL utrt�nmI//cu/nnuu�,,vvv."..". PLANNING AND ZONING DEPARTMENT, |FNECESSARY. 11 CONGTF\UCT|ONE{)U(PK�ENTSHALL NOT 8EPAFlKEO|MREQUIRED 0GHT'OF�VAY'AND KdUST8E ' 'OREDVV|TH|N SITE. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED \NAREAS WHICH RESTRICT SIGHT DISTANCE. � 12 THEEX&CTLOC/g'|ONOFHANDiCAPRAKAP88HALLBECOORD\NATEDVV!THTHEARCH|TECTUFU\ DRAWINGS AND SHALL BEPROVIDED ATTHE INTERSECTIONS OFEACH APPLICABLE SIDEWALK, ACCESSIBLE ROUTE, AND ENTRANCE DRIVES. 13. ALL SIDEWALKS ARE TO BE INSTALLED PER ADA STANDARDS. SIDEWALKS TO HAVE MAX SLOPE OF 5010 AND MAX CROSS SLOPE OF2%. 14. CONTRACTOR SHALL NOTIFY ENGINEER SHOULD ANY FIELD CONDITIONS BE NOTED THAT DIFFER FROM THE SURVEY, 1-5. SITE CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS INDICATING ALL CHANGES AND DEVIATIONS. 10, PROJECT LOCATION: 1880R|D HILL CENTER, CHARLOTTESV|LLE, STATE OFV|RG|N{A. 22801 17.OWNER'S INFORMATION: KROGERk4|D-ATLANT{C'P.O.BOX 14OO2`R[AN{JKE,VA; PHONE (540)583-3O40, CONTACT: MR. JEFFARMSTRONG. i 1O.ENGINEER: RD8ERTSDN/LO|AJRUOFP.C.94OOPREGTONRIDGE ROAD, SUITE 275ALPHARETTA^GA3O0O5' PHONE (77O)S74'2GUO.CONTACT: AL|DAU8HTR/. 18.BUILDING LOCATION (STOTHE OUTSIDE FACE OFBRICK. CONTRACTOR TOCOORDINATE AND VERIFY EXACT BUILDING LOCATION & DIMENSIONS m/nxRon//o^/urv^Lurv^=,�°. 20.TOTAL SITE AREA IS: 30.Q85±ACRES. TOTAL DISTURBED AREA FOR DEMOLITION & SITE IMPROVEMENTS ACRES. 22. TRUCK PATH SHOWN IS A WB-62. KAD~83 23.VISIBILITY [)FALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL 8EELIMINATED Q9Z C N LO 0 C:) 0 L_U co Lu 0 cr) U too 00 0 Uj 0 cc , > 01- 20-12 COUNTY COMMENTS 2 02-20-12 >ARB/COUNTY 03-29-12 OWNER REVISIONS >4 04-12-12 Q E N A 0 i a 0 -A U u a � E 86.7 a v� p E c E tm- NMM N � j iX n T�Z Trz18 33 7C518,•:32 T�SP740 TGP333 _- _� f& ��5 ,,�-'� C'1�1 ...•..,_....._. �,.�, �-,-=,...�, r0� P�3 ail �_..� �...._...._ _ �rG';a iu �gl� �,�_ � tP �51 ✓: 96 EP51 � �1 .� En516,22 EP518.05 P . 17 � T Sl6.67 I� EA:7F f4.19 r"P51e. /a U �, EP51J,91 ir ►�� a II II`� _FLUME BREAK (TYP.) ._... .._._,._-.� ..,.._.. .._..... ..-.�...._.. ... .,.�.--.__.- __...__....� .._..__.___.. ...._.__.._.. f i II MATCH GRADE ELEVATIONS FROM NEW TO OLD PAVEMENT INTERFACE 5 y0 I SAFETY FENCE (TYP) - 51,5.47 (I } 1 wp CURS INLET (4'1) I �1qTE = 512.46 7� i &t7 f` T51�3 3� `1 r �0515 - I I E 512 eJ i E. = 507.30t 3 1� E=612.9 r_ ��� EP519. 8i .�..._ _... ..�-_. ._.___ �r?51.e;89 PROPOSED CURB ELEVATION T TO MATCH EXISTING CURB AT ® -- ---- -�•-• ��- CONTROL JOINT AND MAINTAIN j SLOPE OF REPLACED CURB. >, PROP. WHERE SHOWN, 09 " 511 51 cF5/y16-2 GUTTER TO TIE FLUSH INTO 510 _.- .._ THE EXISTING PAVEMENT TREN.QH DRAI1_tL(#12j_ I � � � TOP = 508.70 511 GUTTER SHOULD NOT TRAP 1 I T LF 6" PVC ( #13) BOTTOM = 506.28 13' LF 6" PVC (#1 ANY WATER. (TYP) I INV IN - 506.14 INV OUT= 605.98 TRENCH DRAIN (#12j INV IN = 506.41 II €I INV OUT= 506.28 SLOPE DRIVE WAY PAVING TO ~ 1 09 TOP = 510 MEET THE FINISHED FLOOR -.TRENCH DRAIN kw-14) BUTTONM = = 506.14 .70 TRENCH DRAIN (#14) II t I _ "" -�.--•-TOP �-50"3 - -µ .._ - w._ I 507.87 I TOP = ! ;._ _ ----- _ GRADE ATANYDOORWAY BOTTOM = 505.77 ; '� �I BOTTOM = 505.98 "`""`"""7'RENCH-DRA1N •¢#10}--�0 """ INV OUT= 505.77 _^ " ? t I Q> ��.. 508_ 10 JUNCTION BOX 03) TOP = 507.75 III.E. IN 12"RCP = 501.68 IN 6"PVC = 505.50 III.E. II I.E. OUT = 501.58 i r V6' LF 6" PVC C05)_..,,_ £ INV IN = 505.77 I III INV OUT= 505.50 0 II I t � II TRENCH DRAIN I) TOP = 507.06 y BOTTOM = 505.51 II S II 11 9 N GRATE IISrORM TOP=504.92 I 11W=500.14 II I LL li CONTRACTOR TO FIELD VERIFY INVERTS II OF EXISTING PIPE rC,'. 05 64 ` Z�5.005.21 ji GRATE INLET (#5) TOP = 505.84 1, I.E. = 499.58 EP509, Tr,;505_, 10 \ P EP.a04 <50 II II 'Yk IF YOU DIG VIRGINIA... CALL US FIRST! � UTILITIES PROTECTION CENTER Know what's below. IT'S THE LAW Call before you dig IN 1 R'1.14. JV I1111 ril vv-ulunI I In1II SLOPE OF REPLACED CURB lljj � 3 SITE DRAINS TO AN �j EXISTING POND a fj d TRENCH DRAIN (#10) TOP = 508,23 BOTTOM = 506.73-- TRENCH DRAIN /- TOP = 506.59 BOTTOM = 505.09 MATCH GRADE ELEVATIONS FROM NEW TO OLD PAVEMENT INTERFACE CLEAN OUT LEGEND C.O.# TOP I.E. 1 507.48 504.00 2 507.48 503.50 3 507.48 503.00 4 507.38 500.83 1?ENCH1VA5K, F-T 504. q-OP=504. 92 .20' 9fcAf 1AGL-- EASE- 1EW PER DR, 11.32 PG,.155 DR-11:39 PG.-127 DR.- 1152 P .°5, 38 fDSI.1164 PG.-, 376 D8.1210 PG.-1 65 TG57.-Yq kP507 09 hod• ` s,� �` � �---�,� - In 6P506.08 �. Ppcp L INV=500.54 _ �•".. _•-..'"'"" f EXISTING ENTRANCE TO SHOPPING CENTER PARKING LOT IS PAVED. CONTRACTOR TO ENSURE THAT CONSTRUCTION VEHICLES DO NOT TRACK MUD ONTO PUBLIC ROADWAYS (TYP) - RX GRADING S 1. ALL AREAS TO RECEIVE PAVEMENT, STRUCTURES OR FILL MATERIAL SHALL BE STRIPPED OF ORGANIC MATERIAL, . TOPSOIL, AND DEBRIS PRIOR TO CONSTRUCTION. 2. ONCE STRIPPING HAS BEEN COMPLETED, ALL AREAS TO RECEIVE FILL SHOULD BE PROOF -ROLLED IN THE PRESENCE OF A REPRESENTATIVE OF THE SOILS ENGINEER. SOFT AREAS ENCOUNTERED DURING PROOF -ROLLING SHALL BE STABILIZED BY COMPACTION OR UNDERCUT. 3. EARTHMOVING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS MID -ATLANTIC, LLC, DATED 01-12-12. 1601 AIRPORT ROAD, CHARLOTTESVILLE, VA 22911 4. ALL SITE PREPARATION SHOULD BE MONITORED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER. INSPECTIONS AND TESTING FOR ALL UNDERCUT AND FILL OPERATIONS AS WELL AS THE UTILIZATION OF ACCEPTABLE OFF -SITE BORROW MATERIALS SHOULD BE PERFORMED, THE OWNER, AT HIS OPTION, MAY HAVE DENSITY TESTS PERFORMED TO VERIFY THAT SPECIFIC COMPACTION iS OBTAINED. 5. CUT OR FILL SLOPE SHOULD NOT BE STEEPER THAN 2H:1V. ALL PROPOSED SLOPES SHOULD BE OVERBUILT AND CUT BACK TO THE PROPOSED GRADES, EXPOSING THE FIRM COMPACTED INNER CORE. THE EXCAVATION FOR THE SLOPES SHOULD BE MONITORED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER. VERTICAL CUTS EXCEED 5 FEET SHOULD BE BRACED AS REQUIRED BY OSHA REGULATIONS FOR SAFETY. 6. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS SHOWN ALONG CURB & GUTTER DESIGNATE THE PROPOSED GRADE AT THE LIP OF THE GUTTER UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR SHALL ADJUST ALL MANHOLE COVERS, VALVE COVERS, CLEAN OUTS, VAULTS, BOXES, AND GRATES, EXISTING AND PROPOSED, TO "AS -CONSTRUCTED" FINISHED GRADE_ 8. IF GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO INVESTIGATE SUCH ADJUSTMENTS. 9. IF A CONFLICT EXISTS BETWEEN PLANS OR/AND SPECIFICATIONS OR/AND SOIL REPORT, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY FOR CLARIFICATION. 10. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL VERIFY THE INVERTS OF EXISTING STRUCTURES AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 11. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED AND EXISTING PIPES ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS AFTER CONSTRUCTION. 12. ALL PROPOSED DRAINAGE STRUCTURES ARE TO BE INSTALLED PER COUNTY OF ALBEMARLE STANDARDS AND SPECIFICATIONS AS REQUIRED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MARKED -UP SET OF DESIGN DRAWINGS SHOWING "AS -BUILT" CONDITIONS. THESE "RECORD DRAWINGS" SHALL BE MADE AVAILABLE TO THE DESIGNER AND/ OR THE CITY/COUNTY INSPECTOR UPON REQUEST. THE MARK-UPS SHALL BE AT THE SITE AT ALL TIMES AND SHALL BE UTILIZED TO DEVELOP FINAL RECORD DRAWINGS. 14. MAINTAIN POSITIVE DRAINAGE AWAY FROM CANOPY SLAB a KIOSK. SLOPE PAVEMENT/CONCRETE TO MEET FINISHED ELEVATIONS OF KIOSK. KIOSK SHALL HAVE 5-FOOT CONCRETE LANDING AT DOOR (2% MAX. SLOPE AWAY FROM BUILDING) . SEE DETAIL ON GALLOWAY SHEET A1.1. 16. SEE SHEET C-5 FOR PIPE PROFILES -...�,-""v-`+.�-�^✓-y-...,✓�-•P"`,P"`�+.i'-v-"er'.,v"-"�,e-^--�r-�..,i--w`--•f"' yf"`--r--ti�r'_.,,r.-v.'.-✓..,� 16. REFER TO GEOTECH REPORT BY ECS FOR UST EXCAVATION RECOMMENDATIONS UST'S MUST BE INSTALLED PER OSHA REQUIREMENTS ON SLOPING R BACKFIL L AND MUST BE INCLUDED IN BID. ..�...,�....✓*,�`.,...�*...✓'�...j�,...✓.,._.�..✓-t.✓=.._.�.,..i':...,'�....s:...s�../'....fa....o'°...✓'ta...':..it<....,�.•....t4�*...�,. �17. ALL COMPACTION AND BACKFILL NEEDEDTO BE CONFIRMED BY ECS (GEOTECHNICAL COMPANY) MATERIAL NO"'TEsc 1. STORM SEWER LINE SHALL BE AS SHOWN ON PLANS & AS FOLLOWS: HIGH DENSITY POLYETHYLENE (FIDPE) PER AASHTO M294, (ADS N-12 OR EQUIVALENT), HDPE WATER TIGHT (HDPEWT) PER AASHTO M294 AND JOINTS PER ASTM D321.2 (ADS N-12 WT OR EQUIV), REINFORCED CONCRETE PIPE (RCP), CLASS III PER AASHTO M170 (WITHIN R/W), aDR 21 PVC PER ASTM D224 i (RAIN LEADERS). 2. PRECAST STRUCTURES MAY BE USED AT THE CONTRACTOR'S OPTION. 3. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 P.S.I. UNLESS OTHERWISE NOTED. GRADING SYMBOLS LEGEND EXISTING CONTOURS PROPOSED CONTOURS x 20.5 EXISTING SPOT ELEVATION x 20.50 PROPOSED SPOT ELEVATION =�= - EXISTING STORM SEWER (TO REMAIN) -- - « �agg- - -- - PROPOSED STORM SEWER @ JUNCTION BOX, J3 c.o. CLEAN OUT, CO ( GRATE INLET, DI i� CURB INLET, CI LIMITS OF DISTURBANCE NAME TOP I.E. IN I.E. OUT LENGTH SLOPE BOTTOM 1 DI-213 512.46 -- 507.30 (THROAT) 6' 2 12" RCP -- 507.30 501.68 90 LF 6.24% -- 3 J;B 507.75 501.68 501.58 4 15" RCP -- 501.58 499.58 75 LF 2.67% -- 5 DI-1 505.84 499.58 499.58 -- -- -- 6 '18" RCP -- 499.58 497.84 87 LF 2.00% -- 7 EX. DI-1 504.44 497.84 497.84 -- -- _- 8 EX, STORM Di 505.09 -- 499.64 -- -- -- 9 EX. 30" RCP -- 499.68 497.84 '148 LF 1.22% -- 10 TRENCH DRAIN 508.23 508.10 _ 506.41 64 LF 0.50%0 506.73 506.41 11 6" PVC -- 506.41 506.28 13 LF 1.00% -- 12 FTRENCHH508.70 DRAIN 508.70 506.28 506.14 16 LF 0.88% 506.284 13 6f, PVG -- 606.14 505.98 13 LF 1,23% -- 14 TRENCH DRAIN 508.03 507.87 505.98 505.7T 42 LF 0 0.50 /o 505.98 505.77 15 6" PVC _ 606.77 505.50 6 LF 4.50% -- T.I. PROPOSED TOP OF ISLAND ELEVATION S.G, W PROPOSED SLAB GRADE ELEVATION I.E. = INVERT ELEVATION OF CANOPY DOWNSPOUT T,F. = PROPOSED TOP OF CANOPY FOOTING (= SHEET A.1 "TOP Or FIRST POUR") 11 T.I. S.G. I.E. T.F. 1 507.73 507.23 506.13 505.63 0 507.23 s6 507.73 507.23 506.13 505.63 40 507.23 507.73 507.23 506.13 505.63 00 507.23 508,23 507.73 505.13 505.63 (� 507.73 Q 508,23 507.73 506.13 505.03 507.73 Lu o 0 0 LL] z co m 21 O I� z LL3 � ti (u O �00 00 CD 1- N 11 LL! U) F-- O Cfl S cu r U N O C O C) O { L. TAYLOR ROBER"fSO,,q Lic. No. 15927 t=� > �/ Lv J U a� U -� 0 �2z rz � > 00 0 0 Y N dLo o co � � V X iD*. O s z 0 REVISIONS ARB SUBMITTAL 01-20-12 COUNTY COMMENTS 2 02-20-12 ARB/COUNTY 3 COMMENTS 03-29-12 OWNER REVISIONS 4 04-12-12 DATE JJy 01.13-12 PROJECT NUMBER 11a`313 � � SLEEVE VALVE CONNECTIONS "�t TO EXISTING 8" WATER MAIN 7 A WATER EASEMENT CA ?i ( r 2 (TWO) NEW WATEWMETERS IN METER BOXES (SE�,PETAIL SHEET C-6.2) FOR jk- WATER EASEMENT (5- AROUND NEW 5/8" FUEL CENTER WATER METERS) 't BFP IN ENCLOSURE FOR IRRIGATION 4jt!g�_ T, POLYETHYLENE c901 WATER SERVICE TO BE PLUMBED TO NEW 1" METER FOR IRRIGATION VIA DIRECTIONAL BORE. SERVICE TO BE PLUMBED TO NEW 518" METER VIA DIRECTIONAL BORE. `KIOSK FFE EXISTING /W __� _� )( � )( _ l ' xrZ/,ncurr/v BE PROVIDED / } ' ITH IN KIOSK - ___ -__�`~==- _~-_ ' SEWER ELEVATION /-506.40 `GRADING & RELOCATE AS NEEDED TO . ^'..-'_ _ MAINTAIN OPERABILITY / 4~ &� � � / | IF YOU DIG VvRG|NIA,,, CALL US FIRST! UTILITIES PROTECTION CENTER Know what's betow' IT'S THE LAW Call before vou diiz l -~-~ ��- ---- -_-- --� t7 --- --- --- --- ---' --- --- --- --- --- --�--�p--� � / CLEAN OUT TOP =S0Oou LE=u05/44 CLEAN OUT . -- TOP -= 507.50 - / u / �� / mo'm�m�eE stssuenx /*sv | u�/y12/C�/55 I. = 98.�//3/ fG./27 DO, //52PG-W8 / 4"PVC PRIVATE SANITARY SEWER T0 "-"'-MAINTAIN / � � �=�_-_- � Y� K CLEAN OUT / � ~-TOP =no8.UU -�� --- ---- ---- 7-' iE=a0au , � ---- ---' m cp En W 4" PVC PRIVATE SANITARY SEWER TO cq LEAN OUT `�. " `� ' T ----- T ----- T ------ U � �� � CLEAN OUT U ' iE.=48O18 / / / � �� / �� / \ / ~ / 4^PVC SEWER ~ on I.E. NEYY| E �N=484�93 � � 20' sWnARrs�� / anssws°rpaR .'mm985pm7/7 u6.185 +G. 722 24 HR EMERGENCY CONTACT W 30 O 30 GD Q(l FEET NAD.33 TO FLUSH WITH NEW FINISH _ '_'�_�__ _ _WATER GRADES. l TOPS OFEXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH NEW FINISH GRADES. 3. REFER TOINTERIOR PLUMBING DRAWINGS FOR TIE-IN OpALL UTILITIES. / / ANYNEVYP|P�L|NEG 4. E�VmTmsunuT/EsSHALL uEvEm,,Eu/mFIELD rmv".°..°"^`"..". . DRAWINGS DONOT PURPORT TDSHOW ALL EXISTING UTILITIES. 5. THRUST BLOCKS %iALL BE LOCATED AT ALL WATER PIPE VALVES, VERTICAL BENDS, AND VERTICAL ELBOWS AND TEES, HORIZONTAL ELBOWS AND TEES. FIRE HYDRANTS SHALL BESIZED AND INSTALLED |NACCORDANCE WITH NFR8BULLETIN NO. 24.SECTION 8O. PARAGRAPHS9UO5.g8OO. AND TABLE 96OS. | | 8. SANITARY SEWER LINE SHALL uE OrDUCTILE IRON PIPE ". ALL =""". IONS WHERE SANITARY LINE CROSSES ABOVE OR BELOW A STORM SEWER LINE. 7. SANITARY SEWER oF7s(8EvENTY-FN2)FEET. G. WHEN WATER MAINS CROSS SEWERS, A MINIMUM VERTICAL SEPARATION OFi8INCHES MUST eE PROVIDED BETWEEN THE TWO PIPES (MEASURED EDGE TO EDGE). AT CROSSINGS, ONE FULL LENGTH OrWATER PIPE MUST BELOCATED 8OTHAT BOTH JOINTS ARE AGFAR FROM THE SEWER AS POSSIBLE. FOR SANITARY SEWER INSTALLATION, AHORIZONTAL SEPARATION OF1UFEET SHALL DEPROVIDED FROM ANY EXISTING ORPROPOSED WATER MAINS ORSERVICE LINES (MEASURED EDGE TDEDGE). � | 9. LINES UNDERGROUND SHALL BE INSTALLED, TESTED AND APPROVED BEFORE BACKFILLING. \ 10. EXISTING DRAINAGE STRUCTURES nOBEINSPECTED AND REPAIRED AS NEEDED AND EXISTING PIPES TOgECLEANED OUT TOREMOVE ALL SILT AND DEBRIS. | \ 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY RELOCATION OF EXISTING UTILITIES SUCH AGPOWER AND TELEPHONE POLES AND THE COORDINATION OF SUCHWITH THE PROPER UTILITY OWNER. | / 12. THE COUNTY 0FALBEMARLESHALL 8ENOT|FEEDONE (1)WEEK PRIOR To ANY SEWER LINE CONSTRUCTION 0RREPA|RO / ' | 11 THE CONTRACTOR SHALL 8ERESPONSIBLE FOR MAINTAINING A MARKED -UP SET OPDESIGN DRAWINGS SHOWING "AS -BUILT" CONDITIONS. THESE"RECORD DRAWINGS" SHALL BE MADE AVAILABLE TO THE DESIGNER AND/ OR THE CITY INSPECTOR UPON REQUEST. THE MARK-UPS SHALL BE AT THE SITE AT ALL TIMES AND SHALL BE UTILIZED TO DEVELOP FINAL RECORD DRAWINGS. FINAL ACCEPTANCE OFWATER MAIN CONSTRUCTION WILL NOT 8EGRANTED UNTIL AS -BUILT DRAWINGS HAVE BEEN RECEIVED 8YUTILITIES ENGINEERING | AND PLANNING OFFICE, 14. THE CONTRACTOR MUST NOTIFY ENGINEER PRIOR T0COMMENCEMENT OFANY WATER ORSEWER EXTENSION ACTIVITY AND BEFORE COVERING ANY WATER ORSEWER EXTENSIONS |mORDER To COORDINATE REQUIRED CERTIFICATIONS. | � 15. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN DIGGING AROUND GAS FACILITIES. BEFORE STARTING ANY EXCAVATION, LOOK FOR VISUAL SIGNS OF GAS LINES IN THE AREA SUCH AGMETER SETS ONTHE SIDES OFBUILDINGS, YELLOW PAINT, FLAGS, OR MARKERS WHICH WOULD INDICATE GAS. | 10. THE CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION/DEPTH OF ALL UTILITIES. THIS IS THE RESPONSIBILITY OFTHE EXCAVATOR. I | 1 GAN|TARYG�vVER�KTER�LGMALLBEA�GM�VVNONTH�PLAMS� ' | 2.SANITARY SEWER MATERIAL SHALL MEET THE MINIMUM REQUIREMENTS BELOW: EITHER SCHEDULE 4OPVC PER A8TM1785. | 8DR2OPVC (FOR COVER 4'AND 1O1PER AGTIM D3034; � l)RDUCTILE IRON PIPE )(FORCOmERLEGSTHANu'URGREATERTHAN1O'& CROSSINGS @0LESS ' N2'OFCL64RANCG)PERAXYYVAC150/t51;�CLAGS95U. 2.WATER LINES SHALL BEA8FOLLOWS: \ | COPPER TUBING PER AGTMB8D.TYPE K(LESS THAN 3^). POLYETHYLENE (PE)PRESSURE PIPE PER AvYVVA Coo\FOR WATER SERVICE (UP nO8~). DUCTILE IRON PIPE PER /0VVVAC1S1,CLASS 350(3^ORLARGEP)'O CO0ODR18PVC PER /ANVYAC9OO'CLASS i5U.DR18(4^TO12^). | 3.PRECAST STRUCTURES MAY 8EUSED ATTHE CONTRACTOiTS OPTION. 4.ALL CONCRETE TOHAVE AMINIMUM 20DAY COMPRESSIVE STRENGTH OF38OOPG.i Vol EX. GAS (TO REMAIN) . ElT��HONEpO�MA� . EX. AERIAL REMAIN) _------- ----- pmOpcumuu// OOsoELECTRICAL EX. SANITARY SEWER (TO REMAIN) PROPOSED SANITARY SEWER EX. WATER (TO REMAIN) PROPOSED WATER � ' EX. STORM (TO REMAIN) PROPOSED STORM / EX. UTILITY TODsRELOCATED [[l SANITARY 8EVYERMANHOLE, MH �� `O FIRE HYDRANT I~o TEE &Q MErER&8FP 71 EL80VY � X VALVE THRUST8LOGIK ry- U-j c:) 0 Lij co 0 fl- LLJ 0 0) r CIL Mal 16 ARB SUBMITTAL 01-20-12 COUNTY COMMENTS 02-20-12 COMMENTS OWNER RDASIONS COMMENTS >ACSA 04-24-12 m EXISTING MAIN SWITCH GEAR LOCATION APPROX. POINT OF ENTRY FOR (2) - 2" TELEPHONE CONDUITS & 314 PRIVATE WATER LINE FROM KIOSK TO SUPERMARKET VIA DIRECTION, BORE, COORDINATE WITH KROGER PROJECT MANAGER FOR EXACT ROUTE & LOCATION. ANY EXPOSED CONDUITS SHALL BE PAINTED TO MATCH WALL AND ANY EX. SIDEWALK, WALLS, CEILING AND FLOORS -SHALL BE REPAIRED WHERE NECESSARY FOR CONDUIT ROUTING. CONTRACTOR TO INSTALL ELECTRICAL JUNCTION BOX IN ECR ROOM AND THEN ROUTE 4" CONDUIT FOR PONDER TO EXISTING ELECTRICAL PANEL (DPD) AT SECOND FLOOR OF STORE. CONTRACTOR TO COORDINATE WITH KROGER PM ON ( EXACT ROUTE. ANY EXPOSED CONDUITS SHALL BE PAINTED \O WHERE IT IS EXPOSED. ( SEE RLR SHEET E-1 FOR MORE1 "y f DETAIL) 9 `sue.-� • �` :T::+•--s=`;.' �^'r +s.:w;.. �*A->.- �`�`,.-.---ed`;;;=�;��`' . ,1- :"'�%-�xi�...".'°m.. �'a....�... "�.�.� �....�.=.m,: '.� ,.�;;.�°S.�s- -."-?-C-.,Y . � •e f i : e".+ � ': a .' :•j-+a. [,( //,/J :Rye'�.'sr�=„ ;,Y;"'. ., ��t• �£�t .. ?ti j,.�;':; } i. '/�. d..F.. " •Y' : 'E 1 L S ° t .', y....:'Y., "� ,9 ' / • e . d'�.'. • A- ++,7is . S• : �' i t`: • �; _ �'i •'S<. � ,,t • a.,,,,."""""d-,�-a.., ..-,.,.,^W"""..�'.,.. : 2" .o F'•• •3.' ,�... v 9�t •'2' d •i'• at•:b' .,le ! s`l yi''a•:, ♦}gee :}' .�S •. •'p ':r. �`'A' a ''1 .�.• '1 b p f , .+b , f C••i a K .�ar�.:-�`L�&�.�;..� �6 ..?�:�'':i�i�'�, e•��,'h.. �.<..a ° '_„ 5..�# t.� {;.a•�'.,� ..�4 % �;i '?. ,'® '•'.tom- "'�;:��s ..�,...,�-.a.e»s. �. PATER ' 1/RLVES ( ..cv... ..svnr p- ,mc.,,.ee a-....�� �..�w� ,.r.-- a......e- ewv� —�, f� ,�® —.® e._v� ®— ��r — ®® mi.•• �•v' — � �-mr®, PYA7E L%N ' Af4St_itf EXISTING S" Gl/ATFR MAIN f + f I 3 _ AiR DB3 10-1 PG 213 # ' _ m _ _ _ .- rr, f tea.( i 1 _ t E � } _F__. q ,. eA - .. °' i'ATER VALVE HY,9f,�V ALL CONDUITS TO BE BE r -• -••• m -`-"- ROUTED UNDER EXISTINGI pt E 0 8' ATE MAIN WATER I x I ,• f„ t { " - ",,. .„._.,.:,, 1! � ...r"'.-.sue-,•..E?^_,✓' <.,.f°.,,,e`°- ,.... � `� F / G � €€t333 tF F II I / A r% [t P M1 .._. CONTRACTOR -TO „PULL NEW �,,�. ,,,,_..,. _,.... ,._..... ........ ". ...,.:.,,. ,.. ,. ....,.. � �.,• .�. d / CONDUCTOR THROUGH . "- " a EXISTING CONDUIT TO (2) - 2! TELEPHONE CONDUITS FROM MAINTAIN SUPPLY TO KIOSK TO TURN AROUND ROOM INSIDE 1 /aJl w� I EXISTING LIGHT POLE SUPERMARKET VIA DIRECTIONAL BORE. 5 i IILfi'1�" y�1i' � � � ;� � '" _„•, COORDINATE FOR EXACT LOCATION. F } e e (1) 4" CONDUIT FROM r '"T. m. 3 9 Ya V!A DIRECTIONAL BORE. �..-d ✓'o .ice ! ` x —e x — X ;( CONTRACTOR TO PULL NEW CONDUCTOR THROUGH EXISTING CONDUIT TO MAINTAIN SUPPLY TO ,� ) EXISTING LIGHT M � itle `_<, � a M ,�„h s ,._,._�..._.�. .,�.-_-, � -•�—.w,.,-_-.s.• m � .,. HPO T _ (1) - 2Y ie CONDUIT FOR K �.� P;,>_„ I 3 if FUEL CENTER POWER FROM KIOSK TO TRANSFORMER. EXISTING LIGHT POLE & I1 ASSOCIATED UNDERGROUND ELECTRIC LINES TO BE REMOVED/RELOCATED I9 �1 INSTALL BASE & CONDUITS BEFORE RELOCATING POLE ` t� , ,q1 r i IF YOU DIG VIRGINIA... CALL US FIRST! �y t UTILITIES PROTECTION CENTER Know what's below. IT'S THE LAW` y Call .,,,a, A; RELOCATED LIGHT POLE & ASSOCIATED UNDERGROUND ELECTRIC LINES /. I f r ( PROVIDE INGRADE, WATERPROOF JUNCTION ff �' ' BOXAND NEW CONDUIT I CONDUCTORS AS NECESSARY. RECIRCUIT EXISTING LIGHT j t, (� FIXTURES TO OPERATE IN SAME MANNER 1 ?° ( (� fERIF•Y' EXM�ICT LC/.5'rf?!IONS IN FIELD. (aTYP) _ ....._ Sr0 t f CONTRACTOR TO PULL NEW ilk; I` CONDUCTOR THROUGH EXISTING I ( CONDUIT TO MAINTAIN SUPPLY TO L G EXISTING LI POLE �iT ij S i ®ENCNM,4l K ..... I TOP ;55.009 �'NGS P/D f DL2306 µ : .rv.•r t n.. --)UMLC: I — .-)v 30' 0 30' 60' 90' FEET ENTER. STORE TI• IROUGH WALL IN THIS AREA. EXACT LOCATION TO BE - r — C:OI•II=1RAArD WITH FCeaUGEr{ PM. CONDUITS ALONG WALL SHALL BE PAINTED TO MA A TCH WALL FRONT OF STORE. - 34 i� SITE ELECTRICAL NOTES Ej 1, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY RELOCATION OF EXISTING UTILITIES #} SUCH AS POWER AND TELEPHONE POLES AND THE COORDINATION OF SUCH WITH THE PROPER UTILITY OWNER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, A MAFRKED-UP SET OF DESIGN DRAWINGS SHOWING "AS -BUILT" CONDITIONS. THESE "RECORD DRAWINGS" SHALL BE MADE N tI it AVAILABLE TO THE DESIGNER AND/ OR THE CITY INSPECTOR UPON �riEQUEST. 'f"I-IE MARK-UPS SHALL BE AT THE SITE AT ALL TIMES AND SHALL BE UTILIZED TO DEVELOP FINAL RECORD I DRAWINGS. FINAL ACCEPTANCE OF WATER MAIN CONSTRUCTION WILL NOT BE GRANTED UNTIL. I AS -BUILT DRAWINGS HAVE BEEN RECEIVED BY UTILITIES ENGINEERING AND PLANNING OFFICE. 3. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN DIGGING AROUND GAS FACILITIES. ' BEFORE STARTING ANY EXCAVATION, LOOK FOR VISUAL SIGNS OF GAS LINES IN THE AREA SUCH AS METER SETS ON THE SIDES OF BUILDINGS, YELLOW PAINT, FLAGS, OR MARKERS WHICH WOULD INDICATE GAS. {� 4. THE CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION/DEPTH OF ALL UTILITIES. THIS IS THE RESPONSIBILITY OF THE EXCAVATOR. i I1 5. THE CONTRACTOR WILL BE RESPONSIBLE FOR RELOCATING A114Y LIGHT POLES AS WELL AS THE ELECTRICAL SERVICE TO THE POLES. REWORK LIGHTING / CONDUIT CIRCUITS SO THEY ARE CORRECTLY WIRED & ARE FUNCTIONAL BEFORE REMOVING LIGHT POLE. CONTRACTOR MUST RELAMP AND RE BALLAST A WELL AS PROVIDE THE NEWLIGHT POLE BASE (SEE DETAIL ON SHEET } I C-6.1) ANCHOR BOLTS AND TEMPLATES. 6. THE ELECTRICIAN SHALL ADJUST SPOT LIGHTING TO ENSURE PROPER LIGHTING OF THE DISPENSERS PER KROGER FUEL CENTER TECHNICIAN'S FINAL INSPECTION AT THE END OF THE 44 7. REFER TO RLR SHEET E-1 FOR ADDITIONAL_ INFORMATION PRIOR TO BID, CONTRACTOR SHALL CONTACT NECESSARY UTILITY" PROVIDER(S) REGARDING ANY ON OR OFF -SITE UTILITY RELOCATION TO DETERMINE SCOPE AND COST. CONTRACTOR SHALL PROVIDE OWNER Wi T I -I FINDINGS, MR. ,r is } EX. GAS (TO REMAIN) �. EX. TELEPHONE (TO REMAIN) EX. AERIAL UTILITIES (TO REMAIN) - - - --PROPOSED ELECT RICAL CONDUIT EX. SANITARY SEWER (TO REMAIN) PROPOSED SANITARY SEWER __-, .4 ---- -- EX. WATER ("CO REMAIN) PROPOSED WATER EX. STORM (TO REMAIN) PROPOSED STORM -� — - - ---� EX. UTILITY TO BE RELOCATED @ SANITARY SEWER (MANHOLE, MH Q FIRE HYDRANT ��� TEE METER & BFP ELBOW X VALVE I> THRUST BLOCK ,ONDUIT LEGEND (1) 1" CONDUIT FROM KIOSK TO CANOPY COLUMN FOR AC CIRCUITS TO <,> CONTROL BOX AND SIGN. (3) 3/4" & (1) 1" CONDUITS FROM KIOSK TO EACH DISPENSER FOR REMOTE MONITORING &, DIAGNOSTICS <3> (1) 1" CONDUIT FROM KIOSK TO CANOPY COLUMN FOR LIGHTING (1) 2" CONDUIT FROM KIOSK TO CANOPY COLUMN FOR SECURITY <4> ��` �,5�;E_r'N,'�!I F�3,1',?T,�3 CANOPY COLUMN c '�(1) 3/4" SPARE FOR LOTTO SATELLITE o (2) 2" TELEPHONE CONDUITS FROM KIOSK TO MANAGER'S OFFICE INSIDE SUPERMArRICET VIA DIRECTIONAL BORE. COORDINATE FOR EXACT LOCATION 7 NOT USED ��4 x <8/> (1) 3/4- CONDUIT FROM KIOSK TO Alit CONCRETE PAD c� TO JU CENTERLINE OF CANOPY PRICE S GNP d+ FOR SIIGN POWERNCiION BOX AT 1 (1) 2 1/2" PVC CONDUIT FROM CANOPY COLUMN TO JUNCTION BOX AT CENTERLINE OF CANOPY PRICE SIGN FOR CONTROLLER CABLES. � { i fiT FIXTURE 1 CANOPY LIGHTING NOT SHOWN ONTHIS PLAN. REFER Tfl L G SCHEDULE FASHION .- r LAYOUT ON FA `> AND LIGHT D LE ON GALL O�VAY SHEET L 1 NCH_ U SHEET L1 <1 A�dD ONE OR (FUTURE USE (CAP ENDS AND (INSTAL PULL WIRE) ALARM (1) 1" CONDUIT FOR COMMUNICATION CABLE FROM KIOSK UP INTERIOR OF CANOPY COLUMN. (1) 3/4" CONDUIT TO KIOSK PANEL FOR SUBMERSIBLE PUMP POKIER. 15 (1) 3/4" CONDUIT TO VEEOER ROOT SENSORS AND MONITORS. 16 (1) 1" CONDUIT TO VE EDER ROUT CONSOLE FOR TANK PROBE, SUBMERSIBLE PUMP MONITOR, AND INTERSTITIAL SENSOR. 1 (1) 3/4" CONDUIT ON EXTERIOR COLUMN FOR REACH —IN COOLER NOTE: ALL LOW VOLTAGE CONDUITS ROUTED ON SITE ARE TO INCLUDE A PULL STRING AND ARE TO BE FREE OF DEBRIS. REFER TO GALLOWAY PLAITS FOR ADDITIONAL CONDUITS, COMPLETE ELECTRICAL SCHEDULE AND NOTES. ALL CONDUITS ENTERING/LEAVING THE CLASSIFIED/HAZARDOUS AREAS (SEE GALLOWAY SHEET E.1 FOR LOCATIONS) SHALL HAVE SEAL OFFS PER NEC 501.5(A) GC 0 w O C) 0 w m —•• 2) L O (t3 LO i,eCD � L ti � U7 Lo 00 00 r' Cfl F-- N v LN Lu a _ cfl N C 7 CD4 C7C "O � I~� Q P®R 0 O CU 'd- M 07iz,04>*000 L. TAYLOR ROBERTSON ® Lic. No. 15927 SSI DNAL REVISION$ 3 ARB/COUNTY COMMENTS 03— 29-12 4 OWNER REVISIONS 04-12-12 a db DATE 10.21-10 A-0—JECT NUMBER 11-313 % NAD • 83 B ID ALTERNATE PROVIDE A BID ADD ALTERNATE TO PROVIDE FEEDER FROM EXISTING MAIN SWITCHBOARD AT REAR OF STORE AS INDICATED: I PROVIDE 18"X18"X8" PULL BOX ON i INTERIOR OF WALL. PAINT BOX AND EXPOSED CONDUIT TO MATCH WALL. ----____--- REPAIR CEILING TO LIKE NEW CONDITION. SEAL THROUGH WALL CONDUIT PENETRATIONS TO PREVENT AIR LEAKS.------,- ------ - - - -- - - PROVIDE 18"X18"X8" WEATHER-PROOF PULL BOX ON EXTERIOR OF 'MALL. PAINT BOX AND EXPOSED CONDUIT TO MATCH WALL. SWITCHBOARD (EXISTING), 480/2/7V, 3 PHASE, 4 WIRE. VERIFY LOCATION IN FIELD. I I -- PROVIDE NEW 100A/3P BREAKER OR FUSED SWITCH W EXISTING SPACE TO SERVE THE NEW FUEL CENTER TRANSFORMER. USE AN EXISTING SPARE IF AVAILABLE. SEE NOTE #2. ---3#1/0 + 1#6ALG - 4"C. (PVC) COORDINATE RISER LOCATION WITH KROGER PROJECT MANAGER. dD INTERIOR OF STORE jD EXTERIOR OF STORE PROVIDE WEATHER-PROOF SIDEWALK ,.,� JUNCTION BOX AND ADDITIONAL PULL BOXES AS REQUIRED. SEE NOTE #1. SEE PARTIAL ONE -LINE DIAGRAM, DRAWING 1/E.1 FOR CONTINUATION. SERVICE CALCULATIONSo (ALTERNATE' LARGEST kW DEMAND, IN PREVIOUS 12 MONTHS = 675 kW AMPERAGE AT 480Y/277V, 3-PHASE = 812 A KIOSK CONNECTED LOAD = 74.1 kW 125% EXISTING DEMAND + KIOSK CONNECTED LOAD = (675 kW * 125%) + (74.1 kW) = 917 kW 125% EXISTING DEMAND + KIOSK CONNECTED LOAD = (917 kW) / (277 V) / 3 = 1,105 A EXISTING SERVICE SIZE = 2500 A 125% EXISTING DEMAND PLUS THE NEW LOAD IS LESS THAN EXISTING SERVICE SIZE. 75KVA DRY TYPE TRANSFORMER -\ PRIMARY A 3#1/OAL + 1#6ALG - 4"C. (PVC) FROM KROGER EQUIPMENT GROUNDING N 0 0 G C EQUIPMENT BONDING JUMPER (#2 AL) - SECONDARY -o X2 XO X1 X3 4#250AL + #2ALG - 2 1 /2"C. (PVC) SERVICE CALCULATIONS LARGEST AMPERAGE READING = 38 AMPS KIOSK CONNECTED LOAD = 74.1 kW KIOSK CONNECTED LOAD = 89 AMPS 125% EXISTING DEMAND + KIOSK CONNECTED LOAD = (38 AMPS * 125%) + (89 AMPS) = 137 AMPS EXISTING SERVICE SIZE = 600 A 125% EXISTING DEMAND PLUS THE NEW LOAD IS LESS THAN EXISTING SERVICE SIZE. VOLTAGE DROP CALCULATIONS ASSUMPTION: MAXIMUM LENGTH OF RUN TO BE 800 FT. FEEDER FROM EXISTING STORE TO BE 480Y/277V, 3-PHASE, 4-WIRE FEEDER SIZE / MATERIAL: 3#1/OAL + #6ALG - 4"C. FUEL CENTER KIOSK DEMAND = 16 kW FUEL CENTER KIOSK DEMAND = (16 kW) / (277 V) / 3 = 19 A VOLTAGE DROP = 4.5V (1.6%) VOLTAGE AT KIOSIK = (277V - 4.5V) = 272.5V DISCONNECT 4#25OAL + #4ALG - 2 1/2"C. (PVC) TO PANEL NOTE: FUEL CENTER CONTRACTOR SHALL CONFIRM THAT BONDING STRAP PROVIDED BY MANUFACTURER IS NOT INSTALLED BETWEEN XO TERMINAL AND TRANSFORMER FRAME. SCALE: NONE -710 PANELBOARD DPD (EXISTING), NOTE: CONTRACTOR SHALL 480/277V, 3 PHASE, 4 WIRE. VERIFY FEEDER TO PANELBOARD LOCATED ON MEZZANINE Dr DD IS 600 AMPS. (VERIFY LOCATION IN FIELD). I , PROVIDE 18"X18"X8" PULL BOX ON INTERIOR OF WALL. i i - -- - - USE EXISTING 100A/3P BREAKER IN TO SERVE THE NEW PAINT BOX AND EXPOSED i i FUEL CENTER TRANSFORMER. CONDUIT TO MATCH WALL. REPAIR CEILING TO LIKE--- NEW CONDITION. SEAL 6 • 3#1 /0 + 1 #6ALG - 4"C. (PVC) THROUGH WALL CONDUIT COORDINATE RISER LOCATION WITH PENETRATIONS 'TO PREVENT KROGER PROJECT MANAGER. AIR LEAKS. --- -- - _ _-1� JB INTERIOR OF STORE JB EXTERIOR OF STORE PROVIDE 18"X18"X8" WEATHER-PROOF PULL BOX PROVIDE WEATHER-PROOF SIDEWALK PAINT BOX AND EXPOSED JUNK; TION BOX AND ADDITIONAL PULL BOXES _/ CONDUIT TO MATCH 'WALL.- ON EXTERIOR OF MALL. aB AS REQUIRED. SEE NOTE #1. NOTE: SEE SHEET C-3b FOR ROUTING OF CONDUIT. 3# 1 /OAL + 1 #6ALG - 4"C. (PVC) LOT_--^ _-V'__-PARKING AT FUEL KIOSK - 75KVA DRY TYPE TRANSFORMER WITH DRIP SHIELD AND VERMIN GUARD j°� "TFUEL" 480V PRIMARY / 208Y/120V SECONDARY. TAP AT 2.5% FCBN. FURNISHED BY KROGER. INSTALL TRANSFORMER ON CONCRETE PAD AT FUEL CENTER KIOSK A MINIMUM OF 20 "FEET FROM FUEL 4#30QAL + #1/OALG DISPENSING EQUIPMENT AND MAKE PRIMARY AND SECONDARY 2 1/2"C. (PVC) CONNECTIONS. SEE TRANSFORMER CONNECTION DETAIL. 400/3/F225A/3R DISCONNECT SWITCH PROVIDED 9� BY ELECTRICAL CONTRACTOR. MOUNT ON 4#300AL + #2ALG PEDESTAL NEXT TO TRANSFORMER. - 2 1/2"C. (PVC)---, "�.-#1/OAL - 1"C. GROUND PANEL FUEL :-FURNISHED BY FUEL CENTER VENDOR AND I i INSTALLED BY CONTRACTOR AS PER N.E.C. - - i 240-21(c)(4). COORDINATE GROUNDING 'KITH VENDOR. PARTIAL -LI E IA A NOTES 1. FLUSH WEATHERPROOF JUNCTION BOXES SHALL, BE TRAFFIC RATED WITH REMOVABLE COVERS AND RUST RESISTANT SCREWS. JUNCTION BOXES SHALL BE CONSTRUCTED TO ALLOW CONCRETE 'TO POUR TO BOX AND REMOVAL OF COVER SHALL NOT DISTURB OR DEGRADE THE CONCRETE. COORDINATE LOCATIONS WITH KROGER PROJECT MANAGER. 2. IN THE EVENT A 10OA/3P BREAKER OR FUSED SWITCH CANNOT BE ADDED TO THE EXISTING SWITCHBOARD, CONTRACTOR SHALL INCLUDE IN BASE BID AN ALTERNATE PRICE TO FURNISH AND INSTALL A 200/3/F20OA/1 DISCONNECT SWITCH WITH FEEDER TAPPED FROM THE SWITCHBOARD BUSS IN LIEU OF ADDING A SWITCH IN THE EXISTING SWITCHBOARD. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO DETERMINE EXISTING CONDITIONS. CONTRACTOR SHALL INFORM KROGER PROJECT MANAGER AND ENGINEER IF EITHER DESIGN IS NOT FEASIBLE AND PROVIDE ALTERNATE SOLUTION. 'IN CIAL OT SYSTEM BONDING JUMPER (#2 AL) 1, REFER TO FUEL CENTER VENDOR PLANS AND CIVIL PLAITS FOR ADDITIONAL INFORMATION. /��--EQUIPMENT BONDING 2. CONTRACTOR SHALL FIELD VERIFY' EXISTING FIELD CONDITIONS AND NOTIFY THIS ENGINEER OF ANY AND JUMPER (#4 AL) ALL DISCREPANCIES PRIOR TO COMMENCING WORK. N G 1#2-1"C. GROUNDING 3. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND CONFIRM WITH SWITCHGEAR MANUFACTURER ELECTRODE CONDUCTOR THAT THE NEW SWITCH CAN BE ;ADDED PRIOR TO INSTALLING THE FEEDER CONDUIT. PER N.E.C. ART. 250.50. 4. FUSES, IF REQUIRED, SHALL BE BUSSMANN OR APPROVED EQUAL TO MATCH EXISTING FUSE TYPE. TI0 COIT TE CO �CA 1. PROVIDE 12"X12"X8"DEEP 'WEATHER-PROOF PULL BOX ON EXTERIOR WALL FOR COMMUNICATION CONDUITS. PAINT BOX AND EXPOSED CONDUT TO MATCH 'NALL. 2. PROVIDE 12"X12"X8" PULL BOX ON INTERIOR OF 'WALL. PAINT BOX AND EXPOSED CONDUIT TO MATCH 'WALL. REPAIR CEILING TO LIKE '':NEW CONDITION. SEAL THROUGH WALL CONDUIT PENETRATIONS TO PREVENT AIR LEAKS. 3. SEE SHEET C-3b FOR NUMBER OF CONDUITS REQUIRED AND ROUTING. cn w <D 0 0 F19 0 a c*) m 2) o � N Lo Ili 9 gym_ Q Q M 00 cn co ~ � w U) a � o c9 i N s m m a c o a�. U) 0 �t C//•LL� CD P w> Lli uv -1 Z �0 9 oQ a , ✓ ' 3/ % y d � O IL. 00 O N REVISIONS 04/10/2012 4 KROGER COMMENT5 .r -4 Ir II III � TREE PROTECTION FENCE (TYP) �I II II II II II II II JUNCTION BOX #3 II II DIVERSION DIKE TO CHANNEL WATER TOWARD INLET WHILE CURB IS REPLACED DIVERSION DIKE TO CHANNEL WATER" '-_,.•• TOWARD INLET "--TEMPORAR* - STOCKPILE AND STAGING AREA -515 SAFETY FENCE (TY SAF e ms.: �J1 SF .. - ----510 -- lu. I IL O �/� ao CONTRACTOR TO INSTALL A L. ' TEMP. FILTER INSERT BAG W/ IN STRUCTURE TO I MAINTAIN DRIVE ACCESS II SF 6 GRATE INLET #5 - �•�� - y II I IP _ .. ...... X 14.............. .............._. -gip _ ................... f _ Xz D'I \•._................................... _. CP Cc SAF LOCATION OF TEMPORARY PAVED WASH RACK FOR FUEL CENT ERAREA./rHE EXISTING PAVEMENT WILL �✓ _.�._./ ,�,n ,�� ' /`-� - BE USED AND MPNTAINED AS A CONSTRUCTION . ENTRANCE UNTIL APPROVED BY THE COUNTY "CRATE INLET 97 EROSION AND SEDIMENT CONTROL INSPECTOR1y ` LIMITS OF CONTRACTOR TO INSTALL A DISTURBANCE ( LOD) MOUNTABLE TEMPORARY ASPHALTIC BERM TO DIRECT 111 RUNOFF TO INLET (TYP-) - - ! C7 `rco II < 1, IF YOU DIG VIRGINIA... CALL US FIRST! UTILITIES PROTECTION CENTER Know what's below. IT'S THE LAW Call before you dip cq CT JJJ i ' � I y y >- -- CURB INLET #1 I j > `m I r _ _ "DEMOLITION OF PAVEMENT DOWNHILL OF THIS NEW CURB INLET SHALL NOT t �� OCCUR UNTIL THIS CURB, INLET, AND DOWN STREAM DRAINAGE STRUCTURES S r 1 ii HAVE BEEN INSTALLED TO ENSURE THAT fff I f EXCESS OFFSITE RUNOFF DOES NOT TRAVEL THROUGH THE DISTURBED SITE-,5101-V � I i f 20' VRAfNAGE LASEklEiVT PEP, / DB' I /32 PG.- 155 DB.-11,39 PO'.• 127 I t D8..11,52 PG`5:36 D 1164 PG.%376 I II - D8.,1210 PG.• 165 I I T-7 i SF TEMPORARY CHAIN LINK FENCE AROUND LIMITS OF SEDIMENT TRAP. DO NOT SET BENCHMAf?fG 3� FENCE POSTS IN PAVEMENT. FOP=,505.09� • --. 1` SE FREE-STANDING BASES. .d"/�IGS-"iD DL2306�, t CP CONTRACTOR TO INSTALL A TEMP. SEDIMENT TRAP ,TOP = 504.44 3 ' BOTTOM = 502.44 ' 0.57ac x 134cy = 2063 cf / ac ( REQUIRED) �j t� 2171 cf - 103.5 cf ( SEDIMENT RISER) = 10 HILL CT 2067.5 cf / ac ( PROPOSED) ,(SEE PLATE 3.07-3 DETAIL ON SHEET C6.2 FOR REQUIRED INLET d PROTECTION ON THIS STRUCTURE) EXISTING ENTRANCE TO SHOPPING y � '. •s.::` _ .... ® [r� � CENTER PARKING LOT IS PAVED. I y '•1_= ;.;., -•.,':..:, :.� CONTRACTOR TO ENSURE THAT � ' CONSTRUCTION VEHICLES DO NOT TRACK MUD ONTO PUBLIC `o/ ' • •% ROADWAYS (TYP) STB ` �✓• ALBEMARLE COUNTY GENERAL CONSTRUCTION --NOTES -EROSION 3 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 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 I 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED CED 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. I 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 NECESSARYREPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SMALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS i 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28 1 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 7:00am TO 9:0Opm 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 OF 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 75lbs/acre, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CENTRAL 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-w6 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 CONSIT OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 601bs/1000. ALTERNATIVES ARE SUBJECTIVE TO APPROVAL BY : THE COUNTY EROSION CONTROL INSPECTOR. •19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL, ANT DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF WET; STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDING AREAS ARE TO BE RESEEDED i WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEATED 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 (WATER PERTECTION ORDINANCE SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED (WATER PROTECTION ORDINANCE SECTION 17---207B) j N 383 - ANTICIPATED ACTIVITY SCHEDULE ACTIVITY/MONTH 1 2 3 4 5 6 �7 8 9 INSTALL EROSION I 1 CONTROL DEMOLITION J-- 2 GRADING Emma N-qm mom UTILITY - 3 INSTALLATION � 4 MAINTAIN EROSION - _ CONTROL 5 BLDG. CONST. AND PAVING. ___-- FINAL mom 6 LANDSCAPING 7 CLEAN UP �1 cn 0 w o ' L , � o cy) 4. 2) o 0 co Ln 0 w ti � o Cie$ �m C/D •� 0 F- N M _ U) o 0 Wj N ICU 0 C-11 1 CD ne -0 r�- `� o a 0 CO CO . VIRGINIA UNIFORM i CODING SYSTEM SEE DETAIL SHEET C•5 FOR DESCRIPTION"-- ------�- 3.05 �.T �rcE SE 3.33 Ito SO NO. TITLE KEY 3.01 Way F04C5 SAF 3.07 sTm ORA,',+ mzt a 3.35 Mtx.O" MU 3.02 T UPDR3RY STCANE cc+wr ON uaT�,�rzr. Cc 3,31 NARY SM TS 3.37 WES AM GROUNDVEG F _ot SIRX* a� SA ER STB 3,32 PEWAME IT Leo PS 3.38 T% � OM� TP EL. TtSON Lic. No. 15927 ys �a SSVONAL � Tit }64 V I L • N 04 I�020 z> �W �� 00 Q f� 0 o �z O �x RN L0 p rh,{ (c O Lc r m C O d SUBMITTAL �ARB 01-20-12 COUNTY COMMENT 2 02-20-12 ARB/COUNTY 3 COMMENTS 03- 29-12 . COUNTY COMMENT' `'/ 04- 25-12 z z �D -. ra D God u u DATE ` PROJECT f OF 520 510 500 m o Z ui0.................,...«..._„ w , _... V it U .,.........» �........_ .,.. FqQ .._. __ ..,. ,,.. _ Q..,0 .. ;TI _____ __ » ,« GRADE...._ -..,_....,..-...,_-- ..... - _ RCP'g624%- -- .» ._....� .--.-.....- ..,._,.....-.._..,.._..-�Y�--- ........,, ..., -.....-....._..-,.._. i ._...... �,.._........ »_ ,.« .,.,. ......_..,.,.,.., ......... ,»,...o ,,....._...,_ _....BCE @ 26Z% _ ..,,. ._.. ..,.. _.....r .«_ ,4.. � .....,......,.._..._ ,..» ..._. ._....,, »«. _..._ },....-._ -.. _..-... __.-. _._ .._ ,_,..,._..,....... ......... ........ - _. - - «.- - - _v - - - _... _.., - - - -- ..-RCP'@2q"« _ .... � ,,.. __ ......-. _.,.. 520 510 510 500 500 490 490 m � G'7 Q1 II O O ~ O E 27J H p 2 L Lu Z SANITARY SEWER CROSSING GRADE «, ------------------- ».,...«....,,,...».._.., .,......... EX RCP(a;�a22%^,.,.,.«.,_......«.,. .....,,..._,,..,...,....,..., 510 500 wl # NAME TOP I.E. IN I.E. OUT LENGTH SLOPE BOTTOM 1 DI-2C 512.46 -- 507.30 (THROAT) 61 -- -_ 2 12" RCP -- 507.30 501.68 90 LF 6.24% -- 3 JB 507.75 501.68 501.58 -- -- -- 4 15" RCP -- 501.58 499.58 75 LF 2.67% -- 5 ©I-1 505.84 499.58 499.58 -- -- -- 6 18" RCP -- 499.58 497.84 87 LF 2.00% -- 7 EX. DI-1 504.44 497.84 497.84 -- -- -- 8 EX. STORM DI 505.09 -- 499.64 -- -- -- 9 EX. 30" RCP -- 499,68 497.84 148 LF 1.22% -- 10 TRENCH DRAIN 508.23 508.10 -- 506.41 64 LF 0.50% 506.73 506.41 11 6" PVC -- 506.41 506.28 13 LF 1.00% -- 12 TRENCH DRAIN 508.70 508.70 506.28 506.14 16 LF 0.88% 506.28 506.14 '13 6" PVC -- 506.14 505.98 13 LF 1.23% -- 14 TRENCH DRAIN 508.03I87 507. 505.98 505.77 42 LF 0.50% 505. 505.77 15 6" PVC 505.77 505.50 6 LF 4.5a°lo -- LO Lu o O w 0 � N �• 0) L 7 / 1 a O _x 00 00 0 C/a LO 1- r" Q0 X V) LL 1 1 1 W CD p:; O WJ - N Z O (� C---) CD O E, 0-1m, a) � , a d' M ����p,LTH O r fm An �oC L. T BERTSON Lie. No.15927 � TONAL �e� ww U J p�00 �.✓ n U -J O c 1.40 2 -' 00 < i LLJ = U 7O r �10 xt,F s 3 Lo �fi:� HtMff Y i x i LO U O d- LLJ 0 a a• � u REVISIONS 1 ARB SUBMITTAL 01-20-12 2 COUNTY COMMENTS 02-20-12 >ARB/COUNTY COMMENTS 03-29-12 SHEET NUMBER Y �V OF . A. Use Parametersrn Proper performance of the separator and cc- B �D� F C the quality of effluent is based upon the LO operational, functional and installation 0 i U O requirements, and limitations as detailed (D I in the following Xerxes publications: 0 w O 1 1. Oil/Water Separator Product Literature; 6" PORTLAND CEMENT CONCRETE WITH A 6" PORTLAND CEMENT MAINTAIN 6 CLEAR o'�� �t/��� r i CONCRETE PAD ON ALL SIDES OF J f `�r� f r� �f.. I� r III I 2. Installation Manual and Operating in �,�y �� ;r�„�,f�� � , Guidelines for Fiberglass Underground LO MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI - TRANSFORMER _ ���''�` � � '�'�'��� HEAVY DUTY T� Storage Tanks; I i I 3. Oil/Water Separator Operating and () NEENAH TRENCH FRAME' �� - #4 BARS, MAINTAIN MINIMUM 3" CLEAR r ; ��`'` ; �; �- _ `!' _, � �x;�,'�,, � ``' CLEANOUT PLUG HEAVY DUTY ` Maintenance Manual. g _"T-6�.2) 6 - #4 BARS - , CLEANOUT BOX ! (a to 6i ✓ cr) CO S. Design Parameters d E This separator is designed for a u- f O I,,, EXPOSED EDGES OF PAD 4 (SEE S2'-g" -I,, TRAFFIC BEARING COVER _quality pp LED TO �" RADIUS =, - f��f 3,000 PSI. E 47 - maximum infiuent quality of 1,000 ppm � � � TOO 4 R,� q CO�ICRET and an effluent uali of 10 m. Also: TPAtvSF�JR°✓GRr4DTPRi(vT a h :•4r p GRADE _ gp PLAN VIEW 1. maximum flow rate m "`� O co co SEE PLAN �. ;,,�.' 'd«. --I 23 48 00 -Z • 3 1 I I ns @. yYr 2. number of coalesces rows to be Q ' #4 S @12 O.C. _ r. .N,. ,,_� installed L�_ 1,, r"-' D-••-�-- zD" 3. Single -Wall. or Double -Wall (circle one) c� � 1/8" /FT. SLOPE k 11 311 1"E- m _ t ° s z ° k a �$ "L. _ 61-711 I g' - The undersigned acknowledges and �- 11- X ' �" a �' s ::4� r • _ 10 A agrees to the use and design N y'. - t 2 CLEANOUT BOX IS SHOR f LENGTH OF B 6" u a � �' _ _ d 11 C parameters as detailed on this drawing C O .. ,,. YP n . - - ST IRON PIPE I F publications and �„ !a - M and in the referenced publicatio •° .,n a.°6 .•o,• . � � 12„ 3 8 T E 2 INDEPENDENT OF PIPE AND CA VOID AREA FOR ELECTRICAL j THEREFORE IS FREE TO FURNISHED FOR I , hereby approves fabrication. Any ICJ CABLE/CONDUIT ACCESS'; TYPE 1 , - i . ' I deviation from these parameters and Q MOVE WITH THE CLEANOUT BOX I i limitations, must be approved by Xerxes t- CN _ ;• '< `- '`' ' k USE DIMENSIONS SHOWN FOR SETTLEMENT OF THE In writing. - x CAST IRON PIPING -O N "e-� ✓✓ ems' _._ 4'-1 0. -36t -"31- ('s-a _ ! • 1- _ _. g 3._ - p CU <_':, . ,$,;.1 ROADS GRADE cv r� "v MAXIMUM NOMINAL NOMINAL O I� �(DUCTILE IRON)#� ,Q, +, r 0 0 o CAPACITY WEIGHT SW WEIGHT DW ' "•' _.-�_i"";_:� __ I ..,__ �"►I* I�1---.�- _ ,. .. °: y::. �,. REDUCE DIMENSIONS SHOWN �,,�,����!� I�.� � I� H, -- x G a IL aY o -���-- BY 50% FOR PARKING LOTS '--�� y-�i UNDISTURBED GRADEYPE 3 @ 12" O.C.O640 Gal. 1,400 LBS. 1,700 LBS. g, E SIGNATURE AND DRIVES. FLOW 4" COMPACTED SUBGRADE - s ~- PROVIDE PLUG WHERE o ' USE DOT -TYPE ch/ r -T ----- -- -r '-'---- PRINTED NAME DATE COMPACTED TO 95% PER STANDARD 44 ,�„ C.O. IS OTHER THAN ^ 12' fp f PROCTOR ASTM D698A OR D6986 THERMOPLASTIC COLOR TO �� �� .,�'` L 11.-�_____:_,_J______.L�-�______=- J__ � #4 BARS W/ MIN 3" CLEAR MATCH EXISTING TRAFFIC y %„' IN -LINE, OR WHERE COMPANY STRIPE 4� REQUIRED �- 9' 3" CD 4 PROJECT PROFILE VIEW PLAN VIEW co TRENCH DRAIN DETAIL Symbol Identification �j SCALE: NONE r A. 4" NPT Monitor Fitting or Optional 18" Dia. Hydrostatic Reservoir (DW only) E. Platform, Sludge Baffle & Coalescer f EXTERIOR CLEAN OUT B. " Dia. FRP Influent Flanged Nozzle with Diffuser F. Lifting Lug XERX=b I KROGER FUEL CENTER �75kVA ®OEM PAVEMENT fg CORPORATION C,-Dia. FP.P Effluent Flanged Nozzle with Clean -Water Outlet G. (Optional Prefabricated Deadrnen) $'-Q" SCALE: NONE D. 22" Dia. x 30" High Manway with 4-4" NPT Fittings in Cover & Hold -Down Strap Location - --- 1 _31 4-12"x1�" Striker Plates TITLE DIA -1,000 GALLON SW OR DW CONCRETE TRANSFORMER PAD DETAIL DETAIL TRAFFIC ARROWS DETAIL# DETAIL# OILIWATER SEPARATOR ���`��Al.lxpFG�� - ---- --- See Oil/Water Separator Product Literature to identify proper pipe/flange size, which is determined by selected flow rate. DATE ORwG# C� SCALE: NONE �° C P VTR SCALE: NONE C S P'�TA R C P �' C O 2-10 S91-559.09 v ` CUP -- may$ MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS = 40.0'. EXCAVATED ® $ SEE SCHEDULES/NOTES L. TAYLOR ROBERTSON 0 EXPANSION JOINTS REQUIRED AT ALL STRUCTURES AND TRENCH WIDTH Lie. 15927 0 _ �'+ �r ATTACHMENT BRACKET BY LUM9NAPRE MFR. SI Q I r LUMINA9RE, SEE FIXTURE SCHEDULE CURB RETURNS. FINISHED`a� PROVIDE POSITIVE' GROUND -�-� l CONNECTION FROM FIXTURE TO POLE. TO GROUND. ` t POLE, SEE FIXTURE SCHEDULE 10'-011 5,1 1" R. /�SSIONAI. �,�I•--i•--i 1----:-I (;Wy soo ItJ: A yTABfr ttElY< 4" x s HANDHOLE I i PROVIDE FUSE BLOCK IN HANDHOLE, „ !� !d� _I I 1=1 EEI 1 F- I I I-� I I=1 I F 1 I I- �+it ? '( SO .- BUTT THE r 1t '' "i' VTR PS, riQsciLY AGNNST' WITH GASKETED COVER. SEE PLAN NOTES. .II . a• 2 R. I I -I J 11I EACH OTHER: co rlQr. ..; POLE BASE COVER TO MATCH POLE. 1 _6 s PROPOSED I ,I EXISTING PAVEMENT _ .: PROP r,�:, r�•,� L�,E SPACES A)~.D � .' .. � •--"--I f I�-I I �I I I --I i ICI I I•-�-1 I rw r. avERLAP, A-sTWRPfNED ELECT. CONTRACTOR TO PROVIDE BUSHED ENDS ON COMPACTED _ PIPE > �°, ^� M )NS T1OW i4 A ,. BACKFIL t LUG, BOLT, OR CAD'IIElD CONDUIT (TYPICAL). JOINT SEALER �' ° SLOPE' 1 "/FT II -" % I " HANQY TOOL;FOR TUC}(tiVfi L I ` ?DO'AN TK-,SNC6.'M-s}•...,, GROUND ROD WIRE AND 12 �- "^ " I, 7RIMMINc P1Ec> s, " SYSTEM GROUNDS TO PROVIDE DOUBLE ANCHOR NUTS-. . ' t I I (' -III `I 'I I Ir = III` Fi V J 0 ALL BOLTS. SHIM BASE AND FILL PROPOSED PAVEMENT tl• :4'• �' 1"`� ..• .,4, •� •6• '� d •�, 1, -� F�+1 O III( POLE BASE. _- ..., WITH NON SHRINK GROUT. �' °• � '°' G'I 7 1h„ I ��T � � � � � � cn j" I I �I � �I �- 19M+ n NGLEp i i 15s 1" x 45' CHAMFER ANCHOR BOLTS (FURN. BY GC) 11- i- -i PIPE N INCORRECT, q By THE Auz°' LOCATED TO MATCH POLE BASE g �, MATT_ SAtk PUTTER, MUST h BE MAT,OHEQ C()RRFGII;Y,,. BOLT CIRCLE. 9 � o �, � BEDDING �r'. �a`� %2 O D OF � � O 414 PIPE MIN. 3 REINFORCING TIE LOOPS eoRR GT _ _ SPILL GUTTER TERIAL 2" ON CENTER AND WITHIN r :''�" I II (24" IN R.O.VV.} MA Ld 6" OF TOP AND BOTTOM 1Y - - 4-0 "_,�. 41, MIN. � � � FINISHED GRADE o CONCRETE. SECURELY TIE- - -- Ill j r I OF EACH LOOP TO ALL VERTICAL .,y } r , ° •• I 4, , t' 3 l a sr •� BARS.111 !l` �£'•`', "�A `, /°aR'/ �!!R}} yv 1 ` + { 0 0 11 � z �#2 BARE COPPER GROUND WIRE t I I f � O _ ct 12" MIN. ., 1 i1 UNDISTURBED jV- r---CADWELD CONNEC110N 2 R. SOIL a I �.,• 3 5; i l� I r � 3 e� jp � LI! , a� sr �-z:;:,�•s� 1 =,It,A.-tl, f 1 ¢'a j3 4" x 10' COPPER bVELD f. CpY:1"(-T• N� „ / �' hilN• 3 GROUND ROD (LIGHTNING NOTE: $'' . $; SLR NOTE:{{ O ¢ h 1lt � Chi 4 t? } (' ttt�. CO r r i 2 d 3 ' " CONC. ER PROTECTION). PROPOSED PAVEMENT TO MATCH ELEVATION OF EXISTING :'�'.. '-3 A, _. h O ,.. „t _ h" BEDDING MATERIAL SHALL BE CRUSHED STONE OR F , 4 � . � o _��-"" d., �H £�tt , V (n OVER BARS `.• . ¢ � PIPE 1...4`'A1JItltlfi1i,! = Y PVC SCHEDULE 40 CONDUIT. PAVEMENT. SAW CUT EXISTING PAVEMENT AS NECESSARY 17-1/2" s i)/��ii(,f,(111�a1).C.41fi.( 4 � , ' •' �'� ; �''•�. ROUNDED GRAVEL. BEDDING MATERIAL SHALL HAVE 95% h iss1`s . .Ir. •GALV. RIGID STEEL TO SCH. TO OBTAIN A FULL DEPTH SEAL BETWEEN THE PROPOSED" ,°.,' 95°/ RETAINED ON A NO 10a ROLL SOD IMMEDV!TLtiY WATER t0 A DEFR# MOK YFHGr! THE SUl3 it Y , , • TU ACHIEVE FIRM. OF 4; fw'.ENEEOED,. _:.: ESrA$t1�HEA ; iN 40 PVC COUPLING. M CUPTTAtT WITH-TTiE still 'r�F 4: A N AS so(x+; 2=3'°WEE<s, 5�T rri€: 24" DIA. 61_4" PAVEMENT AND THE EXISTING PAVEMENT. ; PASSING A 3/4'° SIEVE AND o ETAI �' p� X �p f AS.:TttE SCIU l5 LAII}f i{OMER_NKiH ( ..' I �d ROUND, FORMED--��--� GALV. RIGID STEEL CONDUIT ` S COLLECTION SIEVE. LOAD FACTOR SHALL BE 1.9. p "� CONCRETE SASE LARGE RAD. 90' BEND, T(P. `� m 6 -8 VERTICAL BARS TO USE DOT -TYPE 611 18"--------�------ N GLITTER AP.PEARANE �?;�?•a) WITII! 4" OF TOP AND BOTTOM (24" IN R.O.W.) NOTE: C� v w O� WITH #3 TIES ® 12" O.C. THERMOPLASTIC - THIS DETAIL IS TO BE USED IF NO RECOMMENDATION IS 1, �t COLOR TO MATCH A GEOT ENGINEER. 0 i�1 a EXISTING TRAFFIC MATERIAL MAY BE REQUIRED FOR CERTAIN E t3LnoFs. • DETAIL SHOWN ABOVE I SPECIFICALLY FOR CONDITION GIVEN BY ECHNICAL EN.� ALSO, A STRONGER a= G ASS'.sfTosiD GREEN ANb �" r �p�"'��1 (- E �" p� ON -SITE STRIPE N ITTON WHERE ASPHALT SLOPES TOWARD CURB. WHERE ASPHALT - E GRASS'S MOWED Aj A S 4_ �I\�D L CONCRETE \-T{w POLE LL BASE. J� PAVEMENT TRA S BEDDING Mi�T U SITE SLOPES AWAY FROM CURB, GUTTER SHALL ALSO SLOPE AWAY CONDiI IONS. TRAFFIC STOP & BAR NOT TO SCALE _ REVISIONS . FROM CURB FACE TO MATCH i SLOPE OF ADJACENT PAVING. SCALE: NONE STORM N ARB SUBMITTAL 0.- Nti�69 c-RASs uFt Nr>s X NOTES: BASE SHALL BE FORMED AND POURED ON SITE. SCALE: NONE ar -- DEAD IEAVE5 UP (� �Z' THiCXr CO N C R E,TE 1 01-20-12 > -- BASE SHALL BE CAREFULLY PLACED TO BE LEVEL (VERTICAL) AND SCALE: NUNS j. 5bT ZnNF .•.;- SciL AN(r ROOTS=: , &tiff TRUE. BASE SHALL BE ORIENTED CAREFULLY' FOR PROPER PLACEMENT DETAIL# DETAIL# GUTTER DE7f\il# DETAIL COUNTY COMMENTS M DENSE ROUT M47 FOR' aTX1 tNGTEt. AND ORIENTATION OF FIXTURES TO MEET REQUIREMENTS. - SCALE: NONE CONCRETE USED FOR BASE SHALL BE 3000 PSI ® 28 DAYS. C S P TSB C S P ®P T R C S - 2 02--20-12 PAINT EXPOSED CONCRETE TO MATCH POLE. m ce' Va I7SWC:'laie 333,>1 1>03-29-12 COMMENTS Sour.... o,rv-••••i.-v-.�-•- y'-v-v~�i-v-.!'-v-<� .�-- ?-•r-�,r•-�.•,r--4,�----✓-•'�"'-,�r-•',s-�r•-~v.-.r-,.s•--'� N'•_,!�-•,�,--•�r.-,i----�•-,,.,�--,• --a✓""�!'"• r",,r,�'"^� % 4 _ TABLE OF QUANTITIES DI-sn 2a,zc OWNER REVISIONS Dr2A, 2B, 20 FJCiSTING OR PROPOSED GALVr,L2'/2"X2%2'"XI/4" M SID>:Vf,�1.IL SEE NOTE to 3, B'-811 LOfJG �►- REINFORCING STEEL 04 12-12 r EXPANSION JOINT BACK OF SD�WALIC E(PFNSIGN JOINT GALV-.. �{C6Xt2, 3 2 U TYPE8-1 8" 2'-2'' B" �-- - ---'^ ° CONCRETE BARS A BARS A 1 OARS. B' BARS BARS C BARS E BARS F WEIGHT M G BARS A-1 Cu. Yds.. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.* No. Lin. FL �6 No. Lin. Ft.* No. L n .Ft No, Lin. Ft. Lbs.. 318" WIDE x 1 3/4" DEEP / TAKE.1. 5-A; ! A �?ttS A-1 ? r'>�" o V, C-C D D DI-2A 2'-2" 1.71 3'-2" 5 N-2" 4 3'-6" - 2'_O" - - 1`-6" 55 EXCAVATED } :C- . i o, SAW CUT CONTROL JOiNT - r � 4' 1.95 4 3'-21' 5 5'-Cr 4 Y-6" 3 4'-3" to 4'-6" 5 2'-0" 3 -0" 3 1' 6' . 84 , TRENCH WIDTH '.' - .w- BARS B EVERY 2x's SIDEWALK WIDTH rq . ' ` r :� ��� _. - �. • ' : = 4 1D° c-O �iQIt.D�D 6' 2.23 .: 4 .. 31_2" 5 T-0" 4 31_6„ 7 4'_3" to 4'-6" 5 2'^0'• 3 41,0" - 3 1'-6" 119 QRG1�NtC,iVtUL{Ii.MATE$iAL.AI�ID;APPLIAT.JI'�[..:. -. �+{ oJill +' " TYPICAL CAL 8' 2.51 A 3'-Z" 5 . 9 0„ 4 3.6'I n 4'-3" to 4' 6" 2' 0" 3 0" 3 1.61 154 a - \ u o� : BARS C DI-2t3 10' 2.79 3'-2" 5 11' 0" 4 3' 6" 15 4'-3" to 4' 6" 5 2'-0 3 81-01. 3 1'-6" 189 - / ° - " !2' . 3.D3- 4 3' 2" 5 13' 0" 4 3'-6" 19 4`-3" t 4'-6" 5 2' 0" 3 10' 0' 3 1' 6" 224 ,rf.. FINISHED 4W/ 2XWPI ......... _ o„ �� Q$ C C 9 1211 g 2 ✓J� <rP 1 z �- z �, FACE LJF GLYiB 2 _ _ .�.�-�+ in ,.,. - '� 14' 3.34 4 31.21, 5 15'_0" 4 3'-6" 23 4'-3" to 4'-6" 5 ,-0" 3 12'-O" 3 1'-6" 259 a .> :;�'� RA 1, t S FLOW S ' 3.tii 4 - 3'-2" 5 171 01, . 4 3,_6„ 27 4'-3" to 4'-8" 2'-0" 3 1 '-0" 3 1'-6" -244 •{i-; ✓fir _ ,1 2'.0 3 16' 0" 3 1' 6" 329�f� ' T - Tit a T r� ^ r r -.-. - D".A; 18' 3.89 4 3' 2° 5 19 0" 4_ 3' 6" 31 4 3 to 4 6 { �f -- PLAN ViEV'i Co.d :.MUY CHES:: _. AG74 Gli'.TTi1.Y .UORN .. . '3'-0' C 6 `� 20, 4.17 4 3'-2" 5 21'-0.. 4 Y-6" 35 _. 4'-3" to 4'-6 21_01, 3 181_0,1 3 P-5" 364 ' T y �L ! -�, t 1'er. Acre: Per :1QOQ sq.:ft. �1_D" �. _.. 8� COLLAR t- I I ',T- _ " 4r SECTION B�B 6' 2.24 4 3'-2" 5 T-0" 4 Y-6'• a 4'-31 to 4 6 2 0'! 6 2 1 6 1'-6" 1?5 ASPHALT r PIPE F }� EU = 2'-7" 8' 2.55 4 3'-2" $ 9'-0" 4 3'-6" 10 4'-3 to 4 -8 2'-0" B 3 6 v- ?' 150 2 i F - ._sj r r3 5" PORTLAND CEMENT CONCRETE WITH A > �•� , . 185 TOP COAT j }} N .1 is 1 .:..... - :- - - r,. - ,•: N-4": 2 -0 10' 2-82 .4 5 Ill-O.. 4 - 3'-6'! 14 14 41_311 to. 4'-6" 5. , 2'-0" 6 4,..p, 6 `! i.. �..`" I v Str1W : Dr tla l z tQI1S 7 , ._ jS,.. 10' MA1(:. PL VIEW i ►AA7(. zv „ . 1 _ f .. _ ej a_ MINIMUM GOMPRcSSIVE STRENGTH OF 4.000 PSI _ M11)z(T1um2 riliteT..u�te.;:.�n(hrred, DI-2c 12 3.09 4 3'-2" 5 13 0 y 3 -8 18 4 -3 . to 4 ^6 5. 2 0 6 5 1, 220 A BAR$:.q'i- L 2%"i(2(2°X��1 14' 3.37 4 5 15' 0" 4 3' 6" 22 4'-3" to 4' 6" 5 2'_011 6 6'-P' 6 t- „ 255 ( SLOPE OF m 7°' CONCRETE , r- r! 3 Eix6 - W2.9/ W2.9 WELDED WIRE FABRIC / ` V 6-VArtiA&LE-91AY:2O. I GALVy APPROACH n I` d t tticfl..bl,C1�..e;<,. - 16' 3.65 4 ,_ ,,. 5 1T-0".4 3'-6" _26. 4'-3"too'-6" 2'-0" :.6_. T-1 6 1''6" tOIIS fOT any: ea W1•.,:.,.:.._......::..: „. " „ , " „ _ 1, 290 i - _ PIPE VARIES, SEE PLANS 0 C "D.. $ i"� 2"�-'c 8 3 D SURFACE (GALV. C6X42 18 3.93 4 3-2 S 19 0 4 - 30 4 3 to 4 fill '_0 fi 8''1" T-6" 325 FIL g 11 o uncl BA?S fi ' I `� = 3._ 1, P 0" 34 4'-31. to 4' 6" 5 2'•0" 6 9' 1" . 6. r_g1, 60 zf " r >: winter cavex).. or b. N iv - w y O.D. OF OPE / e a • PIPE MIN. �; > zo' 4.2D 4 3' z" s z 4 s11 1/8 ITT. �L ; COMPACTED - n ;... WARPED SECTIOND-D tiACrCFILL '`"�, w ; mulch �Ot ahLY @.iG.. �T 35 lbs. �O IIo use 0S � J U HAV A 21. MINIMUM HEIGHT = PIPE DIA +2'-5 WHEN PIPES° r t r'.::.z.: :._,•; ,p, •. " ., <. ,:. •., ;,A„ Fiber: Mulch: Mlnunum �. -R, w Bags E SURFACE t , „ _ 1 :DEPTH of INLET iH} IO BE SHOWN. ON PLANS. 9. ALL RENFOVER STEEL SHALL E 0 INLE : . „6 .,<„:., ,;:. - •:• ;1 ,P--, G.6 C C 1' 9 MltAItUM COVER OF 2'. ARE LOCATED UNDER EXTENDED SL,T OF.. T. � 4 MIN. :+ ..; ,. ,?•.'.:' �;•. °..y.•�-`-"�.:,a:. . •.. p I ilF1D BEDDING o IJr l;bs:,; W1R%er �Q�e� oC,d:Urxn�',11c3t,; i) _. � %- c : Z. THE "H" DIMENSION SHOWN ON THE STANDARDS ,:..� ... _ _ . � , _ BEFOR.. CING S T BE CUT CLEAR 4F 22. DIR/iP NO 'HASTE DRAINS TO WATERWAYS LETTERING _ ,., . ,! � • '"' • • -" :. GALV, . AND SPECIFIED ON THE PLANS WILL 9E MEASURED lO. ALL REINFORCING TEAL O l r: 15• BAR s-i cD GRATES. COCA MATERIAL ?: ', ,' '� ! i} t �a'.,.•. / ( - 1 erlods. 8.. T OF HE OUTFA PIPE TOTE ai,L OPENINGS BY 2 . IS REQUIRy cN ALL !K 2 LOCATION " ( 3+ DIAMETER R6':.G GAtV. , FROM THE NNER T "Ll H �;',.:.a;<,,. 5 MIN. _ tT 8 E g1,� 8„ WELD ALL TOP OF THE STRUCTURE. PLAN H DIMENSIONS LETTERING MAY YAf2Y 9X k1?1JUFI\CTURER. S1tIT d1EEP.,�tCLE '' H' $X tt' X 4" APPROXIMATE ONLY FOR ESTIMATING PURPOSES tt, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 ; ',! dim°= ;•, pfd<W. Aft U - slurry! / ARE APP E Y G / SEE NO1 $ STUD SHEAR AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS .TO 8Ea:..s�, r1 MIN RASED UNDISTURBED „ s �...'! i i�°: T t ,•. , .. .,., a CONNECTOR BY THE CONTRACTOR FROM FIELD CONDITIONS. 400D PSI. I � r( 6 MIN. 1`--..:>✓ �' • �• ••- �`e; � �•" � l 2751b.5: ut,orrIre.cic�etl. n`4 6• SECTION C-.0 �- L l) (rr,-,s>r .1» T!:#:1si { i rti� -r-f Cor $tal,kS » 6 tc)n $S _ ,.. 4... ,., TO Ca _AR. �TTERr . DECREASE? 1" WHEN SPECEIED ON THE PLFNS TH£ INVERT IS 12. LENGTH OF SLOT (L) i�.tLLk� EYERY CASE, BE SOIL 12" MAX. {{ D iia, O� 3. TO BE SHAPED IN ACCORDANCE WITH PLACING SHOWN ON PLANS. 1r- Tied, � RC7 L_YAT � �le�gths. A, .Ci r i+IT �,. ..1,� WHEN INLET Li USED SECTION. E E +• }^cs_1, s � � :� ° ,�„ .. - .......®.,1.s• WITH I.�OtAlNS. IS-1. THE COST OF FURNISHING AND PLACING ALL WMP NO WASTE DRAINS TO WATERWAYS , t _3� ,? 'j : ; r� 1, �,�"1' CP•-�1'1x r ll5 the 4rf areas. A _ A " I MATERIALS INCIDENTAL TO THE SHAPING 6 TO BE 13,: 'THIS STANDARD IS INTENDED FOR USE, IN CURB h, _ .... -gLz, {.:t„Y1t,. UNDISTURBED GRADE / e ITT f PP'J, i.:.. ! WARPED GUTTER INCLUDED THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATiON5 ONLY. DETAIL.: A ,_::�iJ � 1W�az,:"'?�='�-41'COMPACTED SUBGRADE- n . 1 y, i„ INCL I� With P*w 1 1}tCIW�r W Uy: L. L BARS A -I APPROAOfi GUTTER, IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14, STANDARD INLETS MAY BE CONSTRUCTED WITH NO (ES. 3E I'° - �' - 7" 4.. iS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE a1 ocKs IN ACCORDANCE WR1{ THe 1. PIPE BEDDING MATERIAL SHALL BE CRUSHED STONE COMPACTED TO 95% PER STANDARD o baIItj: j , 1" THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETALS .SHOWN ON STMDAW. DRAWING AI-itB. a'"6` i SEtE OR ROUNDED GRAVEL. BEDDING MATERIAL SHALL HAVE PROCTOR ASTM D698A OR D698B a ! q WITH CEMENT MORTAR TO PREVENT STAKING OR �DETAL A ro PONDING OF WATER IN THE STRUCTURE. THE COST 1@. THIS AREA MAY !9E EARTHEN, wHlcli CASE RETAINED ON A NO, 10 1 R �, I„ c PLY TO PROFILE VIEW W z �.. T TTT tLi w:l ! m a OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL AP ONLY 9 /o PASSING A 3/4" SIEVE AND 95% Wood Chi , 4 T 6 tons 185,,.:275 lbs. Free of co se .. � . , ... x � ' � .- P i r WEEPHOL£ 5„ X J " L ' X1/k JCIDENTAL TO THE SHAPING IS TO BE INCLUDED CURB AND GUTTER. p F SIEVE. LOAD FACTOR SHALL BE 1.9. _ Tr t:w1h 12=:Ib " 1 ' 1=- BARS A-1 J/ c,szi'�. ,,,$ T t ,� ? SEE NOTE 8 'BENT fi�ATt &�. M THE 81D. PRICE FOR THE, STRUCTURE. 2. THIS DETAIL IS TO BE USED IF NO RECOMMENDATION IS SLOPE OF 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 1%2" r , a IV :o._I a , _ t W ti " = - CEO, k_ ` APPROACH STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" , (H) OF 5'-2 WITHOUT PIPES, THE AMOUNT GIVEN BY A GEOTEC t INICr�L ENGINEER. ALSO, A nTtregen per. ton. Do not e c WO � � gpT{$ SURFACE � OR .GREATER, FOR DETAY.S SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCT[0 70 ` �; - S g g '.'C.45, OBTA'.N TRU QUANTITIES, FOR INLETS of STRONGER BEDDING MATERIAL MAY BE REQUIRED FOR 1i5t' Ili fate, tilr£,areas, ,Ap ply FOR (NSA 4A1 GRADES o - I r ,; t "X44 STUD THIS ITEM MAY BE PRECAST OR .CAST-iN-PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 > r � � e G 1, r,'' CERTAIN SITE CONDITIONS. yr . ARS C C EAR O0 L CUBIC YARDS OF CONCRETE FOR EACH FOOT, SEE W �Vt(l Irit!IC I �31(3l ere IMP L " a .} C @, #r 1C a SMOOTH DOWELS AT APPROXIMATELY 3. CO NTRACTOP TO INSTALL 7 GONCRE fE FILL 2" BELOW tx 39'. i _._ as z BARS r I ON q 2'C'C .►..�-o...°.... 0 a batldler UF. iT�.-hazld:; � � .� I . -WARPED - i2 C-C TO BE PLACED IN. ALL AREAS ADJACENT t7. LENGTH OF ANGLE IRON AS SHOWN ON SHEET _ DETAIL-. A � SURFACE TYPE B 7.. TTO SETTeu IT CotNCRETE TO P'REYEN7 1 OF 2 IS TA BE L 1B+' AT 4.10 LBS./FT_ GRATE FINISH GRADE . 18. *DENOTES LENGTH OF ONE (1) BAR. 5 } 4 �" . ` 15O _ LBS EAST IRON N UTILITY s o [Ii .Cl]1 74 G,1T. , 6-Z.,4`t2. ' .5. Flee O GC?saTSe':TT11tt�T<: ;rti k1= T ' STEPS 3" DIAMETER WEEP HOLE TO SE LOCATED TO E Ba 17$ fL0 l O7Y NOSE DETAILS 8. DRAN SUBBASE MATERIAL. WEEP HOLE WITH 19. ALL REINFORCING BARS TO` eE #5., r- D D I N G H EA V D U T 3 ®��� y s Hare , <l ed G. rltat C lII;A f : - e. t. 1 F 8 2-3' TYPE A NOSE DETAIL SHALL BE USED WiTH CG-7 STANDARD. 12 X12 PLASTIC HARDWARE CLOTH 14' MESH n / OI .y(15,: :. -, t i OR GALYMBZED STEfL WIRE, A11NbfUM WFiE 2O. GRATE TO 9E INSTALLED. SO SLOTS WILL DIRECT �j g ■ 1 3 - 1 2 ,7 �, r.. -:,1 TYPE 8 NOSE l TAIL 'SHAL- 8E USED WITH CG 6 STANDARD. DIAMETER 0.03".NUMBER 4 MESH HARDWARE WATER TOWARD THE INLET THROAT, SECTION F F SCAL E:NONE °EtAlts EWAL K DETAIL DETAIL4 � 1 12 c s de Wf arda4,1 Apply With GALVANIZED PLATE FOR TYPE A TO BE BEjlT ON MI ANGLE CLOTH ANCHORED FIRMLY TO. THE OUTSIDE --- - - t c t !� OF 68 30' AND IS TO BE ANCHORED WITH V X4 STUD OF THE STRUCTURE. PBDS • FJ€: mulch blower.-,;ChiP Ita1Idler� FQR USE IN,SAO$ JECTIGN A -A SHEAR CONNECTORS WIELDED TO BENTPLATfE AT 2-C-C.. 4^ SCALE: NONE Pa W.2 o o $ BOTH SIDES TO BE SYMMETRTCAi FOR STEP DETAILS. SEE STO. ST-1. _ PROJECT 1= 5 rS _... _ Uf by hitn SPECIFICATION SPECIFICATION n } v .� - REFERENCE REFERENCE o/�ONDZD CURB DIP INLET STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS i p ROArJ AND,BitIDGE STV4DAROS n ai 1 3 oiM 12" ^� .24" PIPE: 1AXI1e3lltvt DEPTH (t) - 9` 233 233 12 24 PIPE: MAXIMUM .DEPTH.. (H)-9 REVism DATE SHEET 2 Cf 2 r7 T ^ SHEET, i OF 2 '2I;YISION . DATE: o / Whit fiber mulch ;Is "the:l�nly avallablc ;mulch during perzods .wYferi straw /rq -+ ,•� r�..n. , r�.. 1<S}.03 'ViRG1PlIA DEPARTifEdNT'DF TRA`!SPORTATlCN SHEET �hQu1d I?L used, �.pply. at � mtiumulTl Iate;;C1t; L()(l0 ��},S.tdC fit="'45, Ib�'./1�00 ;sty .t,, 302 302 YlR01NIA DEPARTMENT OF TRANSPORTATION 104,04 N I']/ _.. _._.. ....... . =6 g r 1 OF 1 �► v Q : CAnrVP- rVa nkWc," TABLE- 3.32-C S1W-SPECIFIC SEEDING MIXTURES FOR AppALACvfl1A_N/M0UNTAiN ARE1 A Total "S. Minimum 6re LWI-1 _E r ASLg— QonwIef';Jal or Residential 200w250 lbs. 1;e.nWC,k-.31 or-, Ttjr,FTyI)q Tall Fescut. 90-IWA 0. 10% • je:' entucky Bluegrass 040% ,.HiSh,MaWeMn_rx__LAW_a fin flclm .Qi bluegr 125 lbs. Kentucky 334 Fescue. 123 lets.. Red Top .Grass' Seasonal Numa Crqp Fes.04e, - 108 lbs. Red Top Grqs 2 lbs. 5,easonaLNur.sKrop Qrownviach A lbs. 150 lbs. Perennial Ryegrass will germinate. faster and, at, 1owersoil Ieu:IeTatures-fhan fescue, thereby. �provlding carer and erosion reszstazzce for sell Iseseasonalnurse crop, in ace \vith- seeding dAtO As'.s.tated 'below., ;March, April thrbugh. M4Y.15ttv. i .A, `May' A-MuAl Rye Millet Wh through .August 15th.. i August 16th through 'September„ Q Annual Rye Novemb WhiterRye f-*T- If Flat'pea 115:used, increase to 30 lbs /gqrp, All begume §e.ed.must beyroperly inoculated. Well 1,P'vegrass .may also be included in any slope -or low- ,imaiiiten.ance,mizciuT.e,during warmer seeding periods, add 10-2-0 lbs/acro in mixe—S. VIRGINIA UNIFORM CODING SYSTEM for,E.r ,*,lincr!cates normal applicabo'jilly of a specific ptaci"i�9, O(PAI "reol th.4, gevefl CQ1(0; C;41E06(iO 4'n.i 4;4 XEY .N TITLE� DESOHIPTION �_C`j ��AFETY,FIENCE rS�A��F) A IEMPORARY STONE CON5ITRUCTION 02 ENTRANCE, GONST13UOTIOPI ROA P �TAB jI0N a ,, _ ID4 sTSAW 6ALEaA 11APIRIER. a A—?- lb�r= r.k- SILT FENCE Ltd6& pe f_ SO IN KFIFROTS�Gi 1 00 Me :Ot�IFMII fk CULY T INLET IQN P 80 T Kj bivEA ioN, L)JI DIV 1$1041'tErYtPCRARY KE Fpni,& All 11�ft 1�21= 1.1.3 �x I- t� Cd -a- Q-0 4�., 9,�i r4 d,i#, TEMPORARY FILL DIVE,86ONcart- C TEM PORARYrc RIGHT - OF -.WAetrm QIVEII ME -TEMPORARY SEIDMEW TF10 TEMPI SETWAEV N. , 8 7EMPORARY z PAVEtlftOMEban 01.) 7 STORM= _R CONVEYANCE CHANNIEL- �J] OUTLET PROT '. "� 7t Or E y!2 :2 r tT C4 0 C4 C,4 C4 ,1992 .3.38 FENCEVC AND ORS' UNT:_ ShOYf FFNIGE ORINC NIP 11' %'— COM FENCE —,F(AVAC FEW>E% R,ECT V ETHOD5 OF TREE FENCING Q9RREQT TRUNK ARM_QR1,N.Q TRIANGULAR WARD FENQt �.Spurce; Va-PSWC Ili -' -401 3,0 992 SAFETY FENCE PERSPECTIVE �PRD 7_`ECn:0X-- FRAME X �!W WU Mi L i, EXCESS AT f QRNERSl E SPECII�.`M: K T, IEWS11 T 7 ELEVATj 'D ON: OF, STAK& M QFTAIL: A f 2, FAR IMagggggyage,I it -A W-;-.: -0 SPEC040;. AW PL6 tl THIS VEYHOD .0F..1N1ZT PROTECTION 13 ;:jKLF7:I)RAIN8 -A -RELATIVELY- F.,LAT...,kR,E'x .5%) 'WHERE. vit: MEET- SHE.ET-R MLETS RECEIvllqa, •11 . IN 8TR!qf�T WHERE- THE GREATER 'LWT19 (NOT `L,iL NOT §OurGe-: Adapted ftoni ConwedYlastics and.. SQ'I N,cl. rosioii and Sediment. Ci �n, VDOT Road an Bridge Standards y1r inia tro$ g jQ11 MCOMAENOW and. Sodim,(�atControl I— EL z z z z 0 0 uI Handbook -C -4t ILY -j (I-) tZ UZ tg Z mv��4 :Po�ox sfftef 7 W 9� T U W a600 q,/o vt 0 Er Z epxAe (.> Cr IJj y 199� < (L 0L L2 U) 1.- 0) 0.0 NO SGRIPTION A B. I C. _7 TITLE, DE F T�Iy_ F; 7�y 7�ii __L� C. COD aaa a a:I � ' : s��, l ,1 .n_ kZ1 b". , t ...E L s f_c _d:utr .. F.r U_.rX- !N!. FEtt` a 0 1] 11 Ia a .1, 'V�Gjt_ a FATIve- TR S a. a a a a as T tr.thnt h . c M _ PT6jCTUAAL 5TREAMBANk •STABILVATION�..� SwVLI,nT+r. a TEMPOFkARY qw VEHICULAWSTREAK ._ a ., a a� , _ as wR.OTILTY,S7NE ! scoIDEWATOIII,16 ry , ,". 8TKLjGTU,4E �EV : ,--�_Ia..D. AA.' i:,Ie,7C. '4-, k40 rvj:w# -!,h,# k"4j RTA:IN•criwh4d-s. :`nodI.sFdcc:,rri,nam,lr.., v:< x[i!`+'F.Ba'f. a�ryx,.ia.grr. ,;ry Vie'. a-. , ^ " . , -,- , 0 0 [*1 E iaa. f3Wlua: a Qa as LIasE10 qJq)jEN Nq -29� SqFIFA,01� F: A. To TOP ILINGa o _ a _ _ _ aa❑ as TEvSP as i' r.i =EDNIr. 3_n, PS aaaIzz"I F1 00 aaa Pm Ara nrtd+,it a -4 &'3! "o,kw aaaaaaaa . aaaa tg��\ Faaa ZOYSIAG"SS ESTABLISHMENT ____a aaa E�3 111111TINE LAKKET,%&1AATTINC.t M SQI STABiLJZ'A71pN (� a_ rv1.t�,�1 F, 1: Mtz J i Ito. 0 TREE% SHII YIN ,Z: a aaa __ ❑a as P 1138G111 r,4 ., • R L_' _ [TIa: a , of P a 0 ST CON aa,a PIPE 81.6T a -a a le C= C== C= C=_ -4 23 715. FREE QPFN Mr.A115,SQUAREVCt;E5 MRIAIL, rASt qW I", CZAS§ 3. 4/4' L19,h-j� IIA FINW-. NOT PANTED 7G# eAS If V345 -MA 1/4*-V TYPF "C' GRAT�� NEENAH TOPMEW CREEN SAID KOLE 0 Fiqlr) A nJff' LETTERING P(MAYM a) :4990-U15 W jAUE W USA A MOICR Fill Vl1FW AOQ MIX_. SECTION A_ -A 3,/S' iFTTEIFXNG ENWB W k-Z v BACK VIEW MATERXI CAST WAY A-I•X 4M 345 MEW, NO PATIT Moll 6# TO, Hx LONG r(K *X' FRAtAz 3.07 BILO-CK AND GRAML DROP IN LE SEDIAIEVT FILTL'g J?rQPRVCts FJt: En ,N:XF. SCREEN LFILIFE�� MAIER nut WITH It Woo \_$EIUU4EYf THIS NIEVIOD OF UILLT PROTECTION IS APPLICABLE WHIM. HEAVY'FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY 13 NECESSARY TO PREVENT E-KCF-3S'" PONOING A11Z.OUND. TREE 57RUCMRE'- GRAUL 3IIALL BE VI)OT #3, #3*7 09 #5 COARSE Alo="T8' sowce, Va. DSWC Platt .3.07-3 I & t a�A_t J8 �ft!RIKQ, tft ME U11 TQVII M�J;R5 A 1� T�L_, TYPI9, 0'/(Eq METEN-S) NIS Flo, VV7 c3, 4� 41AMt S L0711992 Spte.d koource,: Ada _w1ftsf 6ribFiluor, Se arirs fi 06 04 R, 1 t, 1—re 10�� dilh a1!ai!bffo.r`Straw qqd Fa efit c fit. J �E�Fl E v -�X, :114- 4 V5 r k®r31 R 2,1 t 4, EJ o" r X TW BAN TO SM, WENT 1(55%iif It , 2;, (he euta�i}se to 1(s ,_Ball be coat ; MAI, 0 ICKREFEMNC-Eii- F R ..fl#afin Datos, Sept. Fe b,, 55'.. 50/50 Wx .0 10111 MU Fe 16' Aiiii-Wai !�y APf, 30 mm tdb 1: -Aug, �1. . . . . . . . . . . Va. DSWC �, 04 oc� < A > W H - M z 00 E-4 US U pr) 4 _j -It _j V) C\j z 0 0 o it Q. REVISION$ ARB SUBMITTAL 01-20-12 ARB/COUNTY >COMMENTS 03-29-12 > OWNER 04-12-12 >CO NTY COMMENTS 04�24-12 REVISIONS Cn om� 0=4 40� w 9 � l d� IIV +It, - -i f 1, + �IJ r 0 0.0 O.0 s 0 0.0 0 0 0.0 0.0UO 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 } + + + } } + + + } + + + + + i + + } + # + 4 + -L 4 + + + + -L 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0-0 0.0 0.0 0.0 - EXISTING SITE LIGHT FIXTURE NOT MODELED) + + } + + + + + + + + + + + + -+ -+ 4 + } + _} 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0-0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EXISTING SITE LIGHT FIXTURE (INOT MODELED) + + + + } + + -} -i } + -+ + + + -+ + + 0.0 0.0 U.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 n.n + + + 0.0 +0+n n +n n +n o 0.0 +o.o (T l r 0.0 in nnn no n.0 o . nn nn no n0 .o o0.0 00 n n n no 0.0 o.o o.o o.o o.0 00 + +'..0 0.0 0.0 -8. U O.IO 0.0 0 0.0 0.0 - 0 0.0 0.0 + .- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.'0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + } + + + -+ i + + } + + + } + 4 U.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 ( 0 0.o 0.0 L 0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OL0 0.0 0.0 0.0 + } + + + + + + + + + + + + + + + + i + + + + + i + t + + + + '+ + o.o o.o o.o 4- o.0 U.o o.o o.o o.o o.0 o.o o.o o.o o.o o.o o.o o.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0).0 0.0 0.0 0.0 + } } } } + + + + + + + } + + + + + + + } + + + -+ +L -4 i t 0.0 1- 0.0 1, 4- 1, 0.0 1 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 0.0 0).0 0.0 O.0 0.0 0.0 + + + } + } + 4 + + } + + + + + + + -i -+ + + 4 4L -4 h -+4 4 0-0 0.0 0.0 0.0 0.0 0.0 C 1 1 0.1 0.1 0.1 0.1 0.1 0.1 'U. 0 1 .0 ).0 0 0,0 0.0 0.0 0-0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C1.0 0.0 0.0 + J 0.0 0.0 0.0 0.0 0.0 (-0 0.0 0.0 U.0 0-0 0.0 r.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.I C 1 1 0.1 0.1 0.1 0.1 0.1 0..1 U. 0 I 1 �.1 0 L+ + + + + + + + + + + + + + + + + + -+ + + + + + + .+ } } } + 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 U.0 0.0 0.0 r + + + + - 0.3 0.3 0.3 0.2 0.2 0.1 0."1 0.1 0.0 O.n 0.0 0.0 0.0 0.0 �� n n n �) 0 0.0 0.0 +n n 0.0 0.1 0.I 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 """7 0.1 0.1 0.1 0.2 0.3 0.5 0.6 rU.6 0.6 0.6 0.6 0.6 0..6 0.6 0.� 0.3 .2 0.1 0.1 0.0 0.0 r. 0.0 0.0- 0. 1 0. I 0.2 0.3 0.9 rl .3 1 .4 1.4 1 .5 1 .4 1 .4 1.5 1 ..4 1 .4 1 .3 0.9 0.6 U. 0.2 0.1 �0. i 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.3 2.5 3.7 3.9 4.0 + 0 3 4 3.4 4.0 4.0 3.9 3.7 2.5 1.3 0. 0.3 0.1 0.1 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +U.O 0.0 0"0 EXTENTS OF 0.5 FO T-CANDLES (FC) LINE 0 0 + + + + + + + + + -+ + + + U.1 0.2 C <( 1.0 2.6 7.1 10.9 10.6 11.1 1.5 8.5 8.5 11.5 1 1.1 10.6 10.9 7.2 2.7 1. 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (0.0 0.0 0.0 0. +>1 7 - + +23.1 21.7+ 150 4.5 1. 5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 5 1.4 4. l 14.£ 21.8 22.9 23.0 16. 6.3 2.2.9 21.7 251-01.4 + + I+ 25.9 26.3 19.3 19.2 26.3 2'6.0 .24.9 17. 5.6 1. 0.1 0.3 0.1 +0.1 0.0 +0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 1.6 5. 16.t 25.3 213 d o rn tri 18.8 + + + + + + ® + ® + + + + + } } } + + + + +e + + r0. i 0.3 O.E 1 .7 'S.7 18..6.0 27.5 29.0 27.9 20.8 20.6 2�.0 29.1 27.4 5.8 1 . o.E 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o v ram) 24.9 19.2 ° N 17.0 + + + + + + + + } + } } + + + + + + } + + 1+ + + + 0.1 0.3 0.6 1.6 5.5 16.t I25.2 25.8 26.2 19.1 26.2 25.9 �24.8 5.5 1. 0. 0.3 U.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0-0 C.0 U.0 101 L!2 14.90.1 0.2 .8 +21 .6 +22.6 +22.9 +? .3 6.2 +22.9 22.6 21.5 + 21 .7 + 1 h 1 n n + + n n n n n n 0.0 O.0 0.0ccrr) 5 1 .3 4.4 1 4.. -- '- - 4.5 I . 5 0.2 0.0 0.0 0.0 11.2 110.8 10.4 0. 1 0.2 0. 0.9 2.6 7.0 '10.6 10.4 10.8 1 1 .2 8.4 .3 + + 10U67.0 2.6 1 . 0.4 0.2 + 0 0.0 0.0 +� 0 0.0 0.0 + + + + + + + + + + + + } } + + + + -# + + -i + + + 0.1 0.1 0.3 0.6 1.3 2.4 3.6 3.7 T3.9 9EXISTING 39' 3LIGHT POLE, AS APPROVED ON THE ORIGINALI.3 n ' 0.3 0.1 0.1 0 0 0 0 0.0 0.0 0.0 o.0 o.o o.o o.o o.o o.o o.o SITE PLAN FOR RIO HILL SHOPPING CENTER (SDP 1988-001), TO B REMOVED AND RELO GATED. + _ 0.3 0.2 0.1 0.1 +o o +o.0 0.0 0 U o 0 0.0 0 0 0.0 +0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3lli+.6 0.9 1.3 1.3 1.4 1.5 1.3 1.3 1.5 11.4 1.3 1.3 0.9 RELOCATED LIGHT POLE + + + + h + + + + 4 + + # + i 4 + '4 '4 I + L i 0.1 0.1 0.1 0.2 0.3 0.4 r 0.6 0.6 0.6 0.6 0.6 (J.6 n 5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 O.0 0. 0.0 0 0.0 0.0 0.0 0.0 0.0 O.0 0. 0.0 0.1 0.1 0.1 0.2 0.2 0.3 F - 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 1 C.� 0.0 0.0 0.0 Olt C.0 .0 0.0 0.0 0.0 0.0 0.0 O.0 0. d01S0 0.0 0.0 0. 1 0.1 0. i 0. I 0 1 ®® 0.2 0.2 0.22 0.2 i0. ° 0 0.1 0. 1 0. 1 0.1 0.0 0.0 0 0.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + } + I+ + + + } + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 U.l 0.1 0.1 t0.1 0.1 0.1 0.'I 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.i 1 0.1 1- 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 I 0 (� 0 0� R0.0 +0.0 0.0 0.0 U.0 0.0 0.0 + + + + + + + + } + + -+ + + + + -i + + + + i + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + n n + n n n n + n + n + n n n 0.0 O.Q C).0 o.o �.C) 0.0 C.o 0.0 n + 0.0 0.0 0.0 0.0 O.0 0.0 0 �' CJ 0.0 0.0 0.0 0.0 0.0 0.0 0 C.0 U 0.0 0.0 0.0 0.0 0.0 0.0 0.) C.0 L0 .0 0.0 0.0 0.0 k °.•,• ;r... ,!• 0.0 0.( 0 C .0 ).0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PHOTOMETRIC PLAN SCALE: 1 20'-O" ENCORE TOP ACCESS® - FLAT LENS HOUSING - Die-cast, one-piece aluminum ensures durable, weather -light construction. Two threaded conduit openings allow through wiring. LENS/GASKET - Choose either a Flat clear tempered glass lens or a C73 diffused flat tempered glass lens. A continuous one-piece extruded high temperature gasket ensures maximum sealing to the housing. O LENS FRAMEIDOOR FASTENER - Features an integral hinged, die-cast aluminum lens frame. Z Door frame closes and locks with stainless steel spring catch, allowing easy access for = ground re-lamping. O -� INSTALLATION - One -person installation. No additional sealant required. lat-lensed fixtures Z REFLECTORS/DISTRIBUTION PATTERNS -The vertical burn optical system and Fmeet IESNA J symmetrical reflector provide uniform general lighting under the canopy. full cut -oft ED classification. U LIGHT SOURCES - Pulse -Start Metal Halide or Metal Halide Reduced Envelope. of aBALLASTS -High-power factor type ballasts. Pulse -Start Metal Halide features Super CWA Protected by the following patents; 5,662,407 p ballasts and Metal Halide features CWA ballasts. Ballasts are desfor •20 degree F 6,059, ad 89152,579,2 6,224233 6464 3!8 Z operadon.Electrical components are serviceable from below. Patentado 1994 CA2276077 CA2381049 and Pat. Pend. FINISH Standard colors are while or bronze powder coal finish. Each fixture is finished with LSI's DuraGripO polyester powder coat finishing process. The OuraGrip finish withstands Z extreme weather changes without cracking or peeling, and is guaranteed for five full years. = WARRANTY -The Encore carries a comprehensive 5-year warranty on all parts, finish, CD workmanship and electrical components (excluding lamp). J 11-g1i6" O PHOTOMETRICS -For detailed photometric data, contact LSI Petroleum Lighting Sales. 0 O I- 12" -I cus T NOTEEnccre cannot be -, LISTED mounted in a single skin wet location 12 canopy with 12" deck pans. ■ Deck requires 12" opening CI With.2" radius corners. Consult Factory. ENCORE TOP ACCESS®- FLAT LENS LUMINAIRE ORDERING INFORMATION (2 ECTA S Syrz.ualical Us PSNV-PU' 3lmt Metal Hartle F "-Fat MT-M,N=Tap r Y,HT-YJ�ie 0 29G 17s-29'140.32o Wal T,ata,ad Glass Tr-rddap 2 BRL-am-ze r- 25e 220V 5CHE (ri 321 NHR.Me'wl RdrJe Red.ce C73-D r-d Flat 2 ate 9W'1/atl T.,pe dV- 0 n - - -- LT EXAMIPLEOFATYPICALORDER ECTA 3 250 PSMV F MT WHT ompenn CcnryProt«tad lianl + eo m G) 1 MT lMiliT p sty ed 3'ddd 4 d N l r pccn5si VV 2CEV,2d0Y 727rV NW1TaV is G) p '.vired t 211V A d' rL] t- d e ] _ 2 T--TapI ch piP0 Ha,U-d la Can nay Wuna.T iac uaA l2CV. 277V t a-d 34TV. Trip'S X-ind.v 347V Z z niamaa rruauW .w<l rav,o-e �.d ra•wv.^y e7 Y Udiamh.fu,,--bteosedb mc":esadca:a%e Will rust -.pamFw l2LV, 20W,24UY,27N, 317V m 22o XH,. 4-0cnaii Fadvy. MONEWOWMIMMMMOMM 0escdp6on Cher Number ECKEC - Thin Canopy Kit for Encore 176008 Cround Lamp Changers: o�(Red iced) Walt 13'2678A 200 Watt 179101Z \ ROOF UPTURNED 9I SUPPORT --Il FLANGE DIRE HOLES l� UPTURNED FLANG' - �\ OFMOUNTBRACKET TAUS / CAl'OPYDECK REDCASKET BETWEEN DECORATIVE PANE-- PAN,L ANU UECK 1 BO 292 MOLIIT CEILING EPA�KET SDRP-Sin gla deck tle6Wadv0 relroflpane faCili!ates convarsiCnufrom dC5 2x2 surface mounted fixh;ra to Encore DDM -For use in covered areas (i.e. water proof plecum)whera ceiling ma'.enal will not support the fixture or access is not ova lab:e front above to uLize standard locking riP.g. POR � - NI(tEhOLES j /-UPTURNED FIANCES OPTURNE 7� FLANGE CEPL!\Q' DECORATIVE PANEL 1778 25 [TRAP -Decorative retrofit panel is for use on double deck canopies only Panel will stmcturally support the Encore while covering an opening up to 6DOmm by 600mm. For use in covered areas only (Its water proof It arum). CM. A rSl IN Ws, H'E3 AL. 02004 LSI INDUSTRIES INC. 1 FixtureTYP e N ProjectName ...-.....) Future Type ----_1 Project Name - - - - I - - - - 12 Catalog A 1 Catalog k - - -- - - --- ------ 1 MANUFACTURER SPECIFICATION SHEET FOR ENCORE FIXTURES 13 LUMINAIRE SCHEDULE SYMBOL QTY I LABEL DESCRIPTION LUPAENS LLF MODEL # ® 12 ENCORE LSI LIGHTING, ENCORE SERIES, 250 WATT CANOPY FIXTURE, PULSE START METAL HALIDE 1 23000 11.0 ECTA-S-250-P3MV-F-MT-WHT CALCULATION SUMMARY LABEL CANOPY UNITS I FC AVG 23.40 MAX 29.1 MIN 116.2 AVG/MIN 1.44 MAX/MIN 1.80 V I Z 0 V\J LLJ NOTES: -- - PLAN WAS BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS, LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. bit - a> c 00 W CD00 U) OU E a ®p1®1111®212111, 0 cu O LL U - L \W t5 @ G / tr a 0 3 0 = 3 0 Wo D owMCO3 �/+��" W � 0 O tT to ln0 _ � t_ to 0 E O r U0 00 E(1) C) O V./ y � 0 cL O `}�) rI^� C 0 X 16 1& Aft d 0 THE PHOTOMETRIC PLAN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY Z DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP o RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY (IES) APPROVED METHODS. o LABORATORY TESTS ARE MADE UNDER OPTIMUM CONDITION, WITH LAMP OUTPUT AT RATED VALUE, AND IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. w f� ACTUAL ILLUMINANCE LEVELS MAY DIFFER DUE TO VARIABLE FIELD CONDITIONS SUCH AS (BUT NOT LIMITED TO): VARIANCE IN LAMP LUMEN OUTPUT; LAMP TILT FACTOR; BALLAST WATTAGE OUTPUT; LINE VOLTAGE AT BALLAST; REFLECTOR SPECULARITY; LAMP LUMEN DEPRECIATION; z6 AND LUMINAIRE DIRT DEPRECIATION. THIS PLAN IS FOR RELATIVE LAYOUT AND SCOPE OF WORK PURPOSES ONLY. REFER TO SITE Project #: #R334 PLAN PREPARED BY LOCAL CONSULTANT FOR RELATIONSHIP OF THESE LUMINAIRES AND THEIR LOCATIONS TO EXISTING STRUCTURES AND REFERENCE. Designed By: JMG EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL Drawn By: JMG LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER LIGHTING FROM LUMINARIES Checked By: MDC ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Date: JANUARY, 2012 Scale: FULL Disk File: KroR334_01-Lite Model: CORE 5 (GD) Address: THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY Albemarle County, VA REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: PHOTOMETRIC PLAN THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.U.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS Drawing No.: CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS IAPPLICABLE L P OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE o*� J SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE S T I 0 � % KROGER ENTRANCE W W it W 7-6 ALBEMARLE COUNTY LANDSCAPE MAINTENANCE BOND A LANDSCAPE MAINTENANCE BOND MUST Al�LAY5 BE POSTED BY THE OWNER OR HIS/HER DESIGNATED AGENT IN AN AMOUNT EQUAL TO 33.3% OF THE TOTAL LANDSCAPING VALUE (BASED ON COUNTY STANDARD PRICING). THIS BOND WILL BE HELD FOR ONE (1) YEAR FROM THE DATE IT IS APPROVED IN ORDER TO COVER REPLACEMENT COSTS IF ANY LANDSCAPING SHOULD DIE OR BE REMOVED. IF ANY LANDSCAPING DOES DIE OR IS REMOVED WITHIN THE ONE-YEAR PERIOD, THE LANDSCAPING MUST BE REPLACED BEFORE THE BOND WILL BE RELEASED. THE OWNER SHOULD SCHEDULE THE LANDSCAPE MAINTENANCE BOND INSPECTION REQUEST PRIOR TO THE ONE-YEAR TIME PERIOD FOR RELEASE. THE PROCEDURE TO SCHEDULE AN INSPECTION IS THE SAME AS DESCRIBED IN THE PRECEDING. Plant Health: �rih /4 1' 11 ��' - ( '= " ` U ry . ... . .. ...... . (10 it ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PARKING SUMMARY EXISTING PAKING SPACES 350 SPACES IN FRONT OF KROGER PARKING LOT 94 SPACES TOTAL PROqOSED PARKING 256 SPACES EX. PERVIOUS COVERAGE 2,251 SF (INSIDE PROJECT AREA) PROP. PERVIOS COVERAGE 1 3,748 SF (INSIDE PROJECT AREA) PROP. PAVED PARKING & DRIVES: =27,07.3 SF (.62 ACRES)________, 0 0l ` '' it EXISTING TREE SYMBOLS . ....... Existing tree being saved Tree Protection Fencing ig -Al % 7 rh Existing tree being removed 0', 4t, PR OPOSED TREE SYMBOLS Oev Vvi ----------- TREE PROT . .. . . . II FENCING 3 New landscape island Proposed curb cut Limits of Disturbance — (typical) 12" sweetgum, to be removed. 43lx92'Canopy 13" sweetgum, to be removed. UTILITIES UTILITIES 12" s, 12" sweetgum, to be removed. New zelkova to be planted in its place. $ V 8" sweetgum, to be removed Relocated light pole New 161idscape island 'j v,A ll Existing fu4f access entrance IF YOU DIG VIRGINIA... CALL US FIRST! 24 HR EWER( UTILITIES PROTECTION CENTER MR. JEFF Know what's below. IT'S THE LAW (540) Call before you dig L-- - Limits of Disturbance a TREE PROTECTION FENCING New curb Wan fk 412 'Village Green'Zelkova' 3.519 caliper [�2it 16 NAN + 'Village Green'Zelkova 2.5 caliper Safety Fence (typical) 'Armstrong' Red Maple Disturbance (typical) r a - 'Autumn Brilliance' Serviceberry 9 NAN EX. UTILITIES k New landscape island f Liu/ I` POL A 10 si PROP. UTILITIES . ......... .. P P X '52,;"5 11 NAN 54 '51 119 P6�, 16-5 X r EL 10 si EXISTING TREES j Remote Vent Riser ...... EXISTING SHRUBS - J y fi $S1 TREE PROTECTION FENDING 25 Si EX. UTILITIES / / s 1� 11 NAN y �4 . s{ _.� 01� f _ , - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . RIO HILL CTR 6 '7 fr -4- 4 v .- LANDSCAPE PLAN. -- SCALE: 1 " = 20' 20 0 20 40 60 FEET rlw�' V iuT Y MA]P"- SCALE: NONE GAL= TRUNK CAMPER GAL.CALLON GONTFAAINR -TREE CALIPER5 SHALL BE MEASURED 611 ABOVE THE GROUND PER ALBEMARLE COUNTY 5TANDARD5. -GONTRAGTOR TO VERIFY ALL. I'RFE OIJANT!1-iE:5. IF TREE GUANTITIE5 ON PLAN DIFFER FROM PLANT L15T QUANTITIES, THEN OUANFITIE5 ILLUSTRATED ON PLAN SHALL 60\117RN. -ALL MULTI-STEMHED TREES SHALL HA.\/F= 51 GAN'-::51\11NIMUM AND TOTAL CALIPER INGHE5 SHALL BE MEASURED AGGOIRDINC7 TO LOGAt- ORDINANCE RECUIREMMEN15. -ALL TR'FF'5 1'-UST H/,VE A GLEAR -TRUNK AT LEAST UABOVE FINISHED GRADE TO ALLOW A SAFE GLEARANGE BENEATH THE TPREE. 7-1415 :N1G1k,,D1,----5 GOLOINAR, FORT EP --A'10/PY TREES. -GON RFP TOR SHALL BE RiE:5FON501-E FOR FOLLOWING ALL AFPLIGABLE LOCAL, STATE i FEDERAL RULES 4 GUIDELINES. AG PLANT SCHEDULE NOrE5: .-GOINTRAC,TOR TO VF-�,;,:F'( ',LL PLAH-1 %ANTITIES. IF PLANT 00ANTITIE-5 Oil PLAN DIFFER FROM PLANT L15T GUANTITIE5, THEN OUANFITIE5 !LLU5TPATEO ON PLAN 5HALL GOVERN. .1 R,� 111.6TALLEE) A5 5�40INN ON 7HE PLANS. -PLANTIN05 5H,4NLL B- � -CIONTRr'16TOR SHALL BE: RE5POIISIBLE FOR FOLLOV*16 ALL APPLICABLE LOGAL, STATE 4 FEDERAL RULE5 4 6UIDELINE5. Existing Trees to be removed: 1, 8" sweetgum 3,1211 sweetgum 1, 13" sweetgum 1, 14" sweetgum No existing trees within the proposed Kroger Fuel Center area are being saved. Per Entrance Corridor (EC) Guidelines: Required: Large trees should be planted parallel to all interior roads. Such trees should be at least 2.5" caliper (measured 6' above the ground) and should be of a plant species common to the area. Such trees should be located at least every 40'on center. Provided: 'Village Green' Zelkovas and 'Armstrong' Maples are proposed to be planted every 40'along interior roadways. Per Albemarle County Code, 32.7.9.7 PARKING LOT LANDSCAPING: An area equal to 5% of the paved parking & vehicular circulation area shall be landscaped with trees or shrubs. FUEL CENTER AREA = 29962 SQ.FT. 5% = 1498 SQ.FT. OF LANDSCAPE AREA REQUIRED. 14041 SQ.FT. OF LANDSCAPE AREA PROVIDED. Per Albemarle County Code, 32.7.9.9 TREE CANOPY: 10% tree canopy is required for a site to be developed with commercial use. 10% = 2996 SQ.FT. OF TREE CANOPY REQUIRED. 2 *3034 SQ.FT. OF TREE CANOPY PROVIDED 4'Village Green'Zelkovas (3.5" cal.) @ 572 sq.ft. each = 2288 1 'Village Green'Zel'Aova (2.5" cal.) @ 510 sq.ft. each = 510 2 'Armstrong' Maples (25' cal.) @ 53 sq.ft. each = 106 1 'Autumn Brilliance' Serviceberry (6-Tht.) @ 130 sq.ft. each = 130 F-d-On mwv- LO 0 (f) Cz 2) 0 a) (D (0 LO CD CL co Lr) 04 r-- X M L.L CD C:) �0 CV 0 C) cy) r- -0 r-- E ,4 �, -1 '�o NLTI 4 &--'I W-4 014 d U W Aft WJ A z as LU Uj co SHEET NUMBER LA= I n Fence Location: At limits of Critical Root Zone (GRZ) or outer perimeter of branches, as required by municipality. Wood or metal stake I i i 4' high bright orange saFety netting or equlvolent. Tree save signoge, as required by municipality. i NOTES: 1. NO VEHICLES OR CONSTRUCTION MATERIALS ARE TO BE STORED WITHIN FENCE AREA. 2. TREE PROTECTION FENCING SHALL BE ERECTED PRIOR TO COMMENCEMENT OF 51TE WORK. 3. ALL 'FREE PROTECTION FENCE MUST BE ACCOMPANIED BY "KEEP OUT" OR "TREE SAVE" SIGNAGE. 4. PROVIDE 4" DEEP WOOD CHIP MULCH OVER UNPROTECTED ROOT ZONE. 5. MAKE GLEAN GUTS ON ROOTS EXPOSED BY 6RADIN6, AND BAGKFILL IMMEDIATELY. 6. PROVIDE TEMPORARY IRRIGATION WHERE PRAGTIGAL AND FEASIBLE. TREE i'ROTEGTION DETAIL SCALE: NONE Wide, soft, flexible material manufacture For the purpose of tree anchorinc Examples: woven polypropylene webbiri or rubber strips with grommets for wir ottochemen 6ALVANIZED-5TEEL WIRE appropriat for tree anchorinc SLOPE V2:1 MAX EXISTING SLOPE 2:1 MAX Remove all Remove top y3 of burlap a wir 'Aide, soft, flexible material marnlifoctured for the purpose of Free anchoring. Examples: woven polypropylene webbing or rubber strips with grommets For wire ottochement. GALVANIZED -STEEL MIRE appropriate for tree anchoring. TREE WRAP, if necessary Trunk Flare 4 top of rootball should be 1.5" to 2" above grade in well -drained 5011s, up to 4" above grade in poorly drained soils. BAGKFILL MATERIAL: Native soil with soil amendments, IF neessary c Remove oil Remove top %3 of burlap 4-- �" TO 4" DEEP. Keep 2" +m trunk. I" EARTH SAUCER. Fy bottom and Sides of ng pit. APE 0'2:1 MAX (3 MIN.) 2"X2" pressure treated wooden stakes. -Cop of stake 6" above grade. �- Set rootball on solid ground. NOTES:Compacted sube grod I. PLANT TREE WITH 1.5" TO 2" OF ROOTBALL ABOVE FINISHED GRADE. 2. SET 5TAKE5 AT EQUAL DI5TANGE5 AROUND TREE. 3. PLACE MULCH AND WATER TREE THOROUGHLY AFTER PLANTIN6. 4. PLANTING PIT SHALL BE TWIGE THE DIAMETER OF THE FOOTBALL. 5. FLAG ALL GUY WIRES WITH 5URVEYOR'S TAPE TREE PLANTIN6LA ETI TREE ON SLOPE SCALE: NONE SHRUB SIZE AT MATURITY 5HRUB 51ZE AT TIME OF PLANTING A r // / + \ + + + \� +- + _T_ + FLMr ! TAKE TRIANOULAR! 5PAGING: A B i NO./5F 6" OG 5.2" 4.61 8° oG 6.q 2.60 10" OC, 8.66 1.66 12" OG I oA" 1.15 15" OG I.Ob' QJ4 18" 0G_ 1.59:' 0.51 2' OG 1.-75' 0.29 2.5' OG 2.16 0.1 q 5 O✓ 2 .60' 0^i5 PLAN V'I I - TRIANG-AUA R SCALE: NONE IF YOU DIG VIRGINIA... CALL US FIRST! UTILITIES PROTECTION CENTER Know what's below. IT'S THE LAW Call before you dig f►� ULGH, 3" TO 4" DEEP, Keep 2" arioy om trunk. Form 3" high WATER RING if trees are to be. hand Notered with a hose. Destroy after one growing season. (3 MIN.) 2"X2" WOODEN STAKES, long enough For secure grip in subgracle. Angle stakes 20-50 degrees off vertical. Surrounding soil to be tilled. If soil amendments are deemed necessary, opplty to this entire area as well as the planting pit. les of planting pit to be sloped at 45 degree yle. Scarify IF necessary. ted subgrade �n solid ground. NOTES: I. SET STAKES WITHIN MULCH BED OF TREE. 2, PLACE 5TAKE5 AT EQUAL Di5TANGE5 AROUND TREE. 3. PLACE MULCH AND WATER TREE THOROU61ILY AFTER PLANTING. 4. FLAG ALL GUY WIRE5 WITH SURVEYOR'5 TAPE. 5. PLANTING PIT SHALL BE FNO TO THREE TIME5 THE DIAMETER OF THE ROOTBALL. 6. 5TAKIN6 SHALL BE REMOVED AFTER ONE GROWING SEASON. TREE PUNTING DETAIL TREE5 LARGER THAN 2" GALIPER SCALE: NONE 3" MOUND AROUND PLAT FORM WATER RIN6, IF NEGES� BAGKFILL WITH NATIV TOPSOIL. U5E SO AMENDMENT5 IF NEGE55AR TO 4" DEEP. \RIFY BOTTOM AND SIDES, PLANTING PIT NOTE5: I. TOP OF FOOTBALL SHALL BE PLANTED FLUSH WITH FINISHED GRADE. 2. IMMEDIATELY AFTER PLANTIN6, PLACE MULCH AND WATER THOROUGHLY. 3. PLANTIN6 PIT SHALL BE TWIGE THE DIAMETER OF THE ROOTBALL OR CONTAINER. 4. REMOVE TOP %3 OF BURLAP FROM BALLED AND BUR-APPED 5HRUB5, 5HRUB PLANTIN6 DETAIL SCALE: NONE GRASSED AREA TOP501L --� 5UB501L --� MULCH, 3"-4" DEPTH TOPSOIL - SUBSOI L --� NOTES: 6RA55 SHALL BE INSTALLED FLUSH WITH TOP OF ADJACENT CURB OR 51DEWALK. �ivu�,tutatoi.wv.M� o llilN= IIC --Ililll-- I� CURB 4 GUTTER ASPHALT PAVING CURB 4 6UfTER ASPHALT PAVIN6 MULCH 4 LAVIN AT GURB SCALE: NONE 24 HR EME ��{9 EN I�MINIMUM TOP50 I I_ DEPTHS : MR. JEE, AR STR��NTN�a�J�.�ACT IN ALL PLANTIN6 (54 � 3�- IN ALL TURF 50D E AREA� �A BE B5:DEPTH DEPr H Wide, soft, Flexible material rnanuFactured For the purpose of tree anchoring. Examples: woven polypropylene webbing or rubber strips with grommets For wire attachement. 6ALVANIZED-5'FEEL WIRE appropriate For tree anchoring. TREE WRAP, if necessary Trunk flare 4 top of rootball should be 15" to 2" above grade in well -drained soils, up to 4" above grade in poorly drained soils. BAGKFILL MATE Native soil with soil amendments, if note Remove Remove top )3 of burlap 4 wire basket. (2 MIN.) 2"X2"X5' WOODEN STAKES to avoid i find tip -out. Drive at an angle to a depth of 4" to o" deeper than rootball 4 draw to vertical. MULCH, 3" TO 4" DEEP. Keep 2" away From trunk. Form 3" high WATER RIN6 if trees are to be hand watered �-iith a hose. Destroy after one growing season. Surrounding soil to be tilled. IF soil amendments are deemed necessary, apply to this entire area as well as the plontingl pit. ides of planting pit to be sloped at 45 egree angle. Scarify IF necessary. betNeen rootball 4 stakes nll on solid ground. •..r . ubgrode NOTES: I. BAGKFILL MATERIAL GAN BE NATIVE SOIL ALONE, ONLY IF SOIL 15 DETERMINED TO BE OF GOOD QUALITY. 501L TESTING MAY BE NECESSARY. I. SET STAKES WITHIN MULCH BED OF TREE. 2. PLACE STAKES AT EQUAL DISTANCES AROUND TREE. 3. PLACE MULCH AND WATER TREE THOROUGHLY AFTER PLANTING. 4. PLANTIN6 PIT SHALL BE TWO TO THREE TIMES I -FIE DIAMETER OF THE ROOTBALL. 5. STAKING SHALL BE REMOVED AFTER ONE GROWING 5EA5ON. TREE PLANTIN6 DETAIL TREES 2" GAL I PER AND LE55 SCALE: NONE PLANTING PLAN NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. 2. ALL PLANTS MUST BE HEALTHY, VIGOROUS AND FREE OF PESTS AND DISEASE. STANDARDS SET FORTH IN "AMERICAN STANDARDS FOR NURSERY STOCK" ARE ONLY GUIDELINE SPECIFICATIONS AND SHALL BE CONSIDERED MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 3. ALL TREES MUST BE FULL -HEADED, HAVE A DOMINANT CENTRAL LEADER, AND MEET ALL REQUIREMENTS SPECIFIED. 4. THESE PLANS ARE SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY. FIELD ADJUSTMENTS MAY BE REQUIRED IF ANY EXISTING LANDSCAPING IS TO REMAIN. CONTACT THE LANDSCAPE ARCHITECT WITH QUESTIONS, IF NECESSARY. 5. ALL PLANTING BEDS AND MULCHED AREAS ARE TO RECEIVE SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED BY OWNER OR OWNER'S REPRESENTATIVE. MULCH TO BE PLACED AT THE DEPTH SPECIFIED. 6. ALL TREES NOT LOCATED WITHIN SHRUB BEDS SHALL RECEIVE MULCH TO THE DEPTH SPECIFIED IN A Z RADIUS AROUND THE CENTER OF THE TRUNK. KEEP MULCH 2 INCHES AWAY FROM THE TREE TRUNK. 7. SEE PLANT AND TREE SCHEDULES FOR PROPER SPACING, SIZE, VARIETY, AND QUALI TY OF MATERIAL. SEE LANDSCAPE DETAILS SHEET FOR PLANTING DETAILS. PLANT SIZES INDICATED ARE THE MINIMUM ACCEPTABLE SIZE. 8. ALL SLOPES EQUAL TO 2:1 OR STEEPER SHALL HAVE JUTE MESH INSTALLED. INSTALL JUTE MESH ON GRADED DRAINAGE SWALES. INSTALL GRASS SEED OR PLANT MATERIAL WITH JUTE MESH. REFER TO CIVIL ENGINEERING PLANS FOR MORE DETAIL. 9. ALL DISTURBED LANDSCAPE AREAS NOT SHOWN TO BE SODDED, SEEDED OR MULCHED, SHALL RECEIVE MULCH, UNLESS OTHERWISE SPECIFIED BY OWNER OR OWNER'S REPRESENTATIVE. ADDITIONAL SEEDING OR SODDING BEYOND PROPERTY LINES (I.E. RIGHT-OF-WAY AND/OR ADJACENT PROPERTIES) MAY BE REQUIRED. CONSULT OWNER OR OWNER'S REPRESENTATIVE FOR SITE SPECIFIC LIMITS. TREE PROTECTION FENCING NOTES: 1. ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND DISTURBANCE, AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED AND ACCEPTED IN FULL. 2. NO PARKING, STORAGE, OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO OCCUR WITHIN TREE PROTECTION AREAS. 3. TREE PROTECTION FENCING TO BE INSPECTED DAILY, AND REPAIRED OR REPLACED AS NEEDED. 4. TREE PROTECTION AREAS ARE TO BE PROTECTED FROM SEDIMENTATION. 3 1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST, CURRENT SET OF APPROVED LANDSCAPE PLANS & SPECIFICATIONS PRIOR TO BIDDING AND/OR INSTALLATION. CONTRACTOR TO CONTACT RLR LANDSCAPE ARCHITECT WITH ANY QUESTIONS, OR TO VERIFY MOST CURRENT PLAN DATES. 2. THE KROGER PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE LANDSCAPE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ALL WORK AS SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. 3. LANDSCAPE CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES SHOWN ON PLANS AND IN THE PLANT SCHEDULE PRIOR TO BIDDING AND BEGINNING WORK. CONTRACTOR SHALL NOTIFY THE RLR LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING OR CONTINUING WORK. QUANTITIES SHOWN ON PLANS TAKE PRECEDENCE. 4. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 5. "(HERE SHALL BE NO ADDITIONS, SUBSTITUTIONS, OR DELETIONS TO THIS PLAN WITHOUT PRIOR APPROVAL FROM THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL SUBMIT ALL PROPOSED CHANGES IN WRITING TO THE RLR LANDSCAPE ARCHITECT, 6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS, UNLESS LOCAL MUNICIPALITY REQUIRES OTHERWISE. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL STAKING AND GUYING AFTER ONE GROWING SEASON. 7. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER, OR THE OWNER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION, AND MUST BE REPLACED BY THE LANDSCAPE CONTRACTOR WITH ACCEPTABLE PLANT MATERIAL. 8. ALL REQUIRED VEGETATION MUST BE MAINTAINED BY THE LANDSCAPE CONTRACTOR FOR A MINIMUM OF ONE (1) GROWING SEASON AFTER DATE OF FINAL INSPECTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MAINTENANCE SCHEDULE WITH KROGER AND/OR THE SITE PROPERTY MANAGER. 9. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES PRIOR TO TOTAL ACCEPTANCE OF THE WORK SHALL BE PROMPTLY REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE, AND MEETING ALL PLANT LIST SPECIFICATIONS. 10. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD. 11. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSTALLATION AND USE OF ALL NECESSARY IRRIGATION SYSTEMS (NEW SYSTEM, TIE-IN TO EXISTING SYSTEM, ETC.) WITH KROGER AND THE SITE PROPERTY MANAGER. NOTE: THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE MOST CURRENT SET OF LANDSCAPE PLANS AND SPECIFICATIONS PRIOR TO BIDDING, AND OBTAINING A COPY OF THE FINAL APPROVED PLANS AND SPECIFICATIONS PRIOR TO INSTALLATION. ANY DISCREPANCIES OR QUESTIONS REGARDING THESE PLANS SHOULD BE ADDRESSED PRIOR TO BIDDING AND INSTALLATION. CONTACT ROBERTSON LOIA ROOF AT (770) 674-2600. 4�� 4il�l l 1 2P 7 0,9", �`- 3 ., ,fiulf bE i"lo ueat. is � tt bt ;_,v-H,� t•� .I..ihl�. £t' s. 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SYSTEM ' REC�UIRES 5i PSI STATIC WXFER PR g::PND 8 ""1`fEE PROWf"E `�M�f�.v w, ,A FIwfClt �� GPM. CONTRACTOR TO VERIFY FLOW AND y� o PRESSURE PRIOR TO CONSTRUCTION. NOTIFY OWNERS REPRESENTATIVE 1F EITHER ARE Muw curb isand z� ,w, ���aa fNSUFFIOIE , .� Wo 1 t �,.,� X 16 SJ It I � s 2� 4 ft: �I �' IAA i%?7` i41,11 landscapelandscapeislandtisland«"✓ ,t6,..a�.' .6� �?-hi ,..,w1,.i"`�idoY': , a a a a ,��. .<�� a„ �e � - +�u wig' �'�i3x.,fie {Yfy..1C:c.�l) k� s• i 4= i . fui �.'adnce ,, 3/4 3/a" 9 s S (slope- planting � � tsypic'-al) Li -flits of Disturbance 3 f ,ill T'' F'GC""EL.ECTRLQ?L CONDUIT TO,µ, it �IRRIGATJ(CN�CQfgTROLLER.� I Q E 120VAC 5 AMP POWER . i TO CONTROLLER NEC. t e - 9 NAf 22P�A Cal lop.3 P` 1 Via/.' PROP, UTILITIES it v. 1 �� I(� Iw. Ugpa�[y; , Y � � � d .,,nyw - �3w% � r� usuw^:.v`.v"•.""r, �, a5- �� II 10 Si 101 h yugul Remote Vent Riser r` i ° f`z, I �! a� ref .� . , (la p Ef.i.TILIfIE. a , u I, 5 . Canopy price Sip � { H ,4. vD �P EMI TT �'0 NLINE D, I G FOB, ALr TR ES, EQUA L-0, 2 ;J9 H S A .,D 18" OFF TIDE -TRH 0=11 1'I PtAIIwo A �, r f'R I FEW 40 yv a fa RCP EMM 30 R v, x , � ,-. ��/�.ea° " � , � - w � ^mar ,.. ✓ � ; � „ �� Via,,,° �q{`a . r:., " a'.. � >, ,�' �„ a , ✓x � � lam, �"" , tea"' � . /e Relocated fight Pisa �.'^ � � �` � s r Station W 7 cn y Limits of Disturbance Now lanciscape island RJI U0 TELEPHONE LINE ✓G�°'�v�r - aaau,�w.dccv ri/a^ �.,.a �rrd�c �,�:: 'a7� �»».� .�.�Gr.�' ���.��»�' :,,,.....�,�. Az,µ ` ..�uw: w:s,�'7 „ e s IF YOU DIG VIRGINIA... CALL US FIRSTI UTILITIES PROTECTION CENTER Know what's below. IT'S THE LAW Call before you dig IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION ® Hunter PCZ-10140 Professional Drip Control Zone Kit 1" PGV globe valve w/1" HY100 filter (150 mesh) system with 40psi regulator. V T Q Rain Bird XB-PC Single Outlet Emitter 90 180 360 Single Outlet, Pressure Compensating Drip Emitters. Flow rates of 0.5gph=blue, 1.Ogph=black, and 2.Ogph=red. Comes with a self -piercing barb inlet x barb outlet. Area to Receive Dripline Netafim TLCV-06-18 (18) Techline Pressure Compensating Landscape Dripline with Check Valve. 0.6GPH emitters at 18.0" O.C. Dripline laterals spaced at 18.0" apart, with emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION ® Hunter HQ-33DLRC Quick coupler valve, yellow locking rubber cover, red brass and stainless steel, with 3/4" NPT inlet, 2-piece body. BF Febco 825Y 3/4" Reduced Pressure Backflow Preventer © Hunter IC-600-PP Modular controller, 6 stations, base model with plastic pedestal. One IC-600-PP base unit with no module needed. 33.4"H, 21.6"W, 15.875"D (97.5cm H, 54.8cm W, 40.3cm D). Q Hunter Solar -Sync Solar, rain freeze sensor with outdoor interface, connects to Hunter PRO-C and ICC controllers, install as noted. MI Water Meter 5/8" Irrigation Water Meter Irrigation Lateral Line: PVC Class 200 SDR 21 PVC Class 200 irrigation pipe. Only lateral transition pipe sizes 1" and above are indicated on the plan, with all others being 3/4" in size. Irrigation Mainline: PVC Class 200 SDR 21 Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be a minimum of 2X the size of the pipe(s) within the sleeve. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout # Valve Number ## Valve Flow Valve Size VALVE SCHEDULE NUMBER MODEL SIZE TYPE PSI PSI @ POC GPM PRECIP 1 Hunter PCZ-10140 1 Area for Dripline 30.76 43.43 3.38 0.45 in/h 2 Hunter PCZ-10140 1" Area for Dripline 30.15 48.25 7.21 0.45 in/h 3 Hunter PCZ-10140 1" Area for Dripline 31.23 44.41 3.84 0.45 in/h WATERING SCHEDULE NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL ./DAY 1 Hunter PCZ-10140 Area for Dripline 0.45 in/h 0.70 94 3,17.9 2 Hunter PCZ-10140 Area for Dripline 0.45 in/h 0.70 94 677.5 3 Hunter PCZ-10140 Area for Dripline 0.45 in/h 0.70 94 361.4 TOTALS: 282 1,357 CRITICAL ANALYSIS Generated: 2012-03-27 14:25 P.O.C. NUMBER:01 Water Source Information FLOW AVAILABLE Water Meter Size: Flow Available: Irrigation Water Meter 5/8" 15.00 gpm PRESSURE AVAILABLE Static Pressure at POC: 60.00 psi Elevation Change: 5.00 ft Service Line Size: 1" Length of Service Line: 5.00 ft Pressure Available: 57.00 psi DESIGN ANALYSIS Maximum Station Flow: 7.21 gpm Flow Available at POC: 15.00 gpr Residual Flow Available: 7.79 gpm Pressure Req. at Critical Station: 30.14 psi Loss for Fittings: 0.35 psi Loss for Main Line: 3.48 psi Loss for POC t!o Valve Elevation: 0.00 psi Loss for Backfliow: 12.32 psi Loss for Water Meter: 1.96 psi Critical Station Pressure at POC: 48.25 psi Pressure Available: 57.00 psi Residual Pressure Available: 8.75 psi IRRIGATION SCALE: 1 " = 20' 20 0 20 40 60 FEET Emw "r�. c VICINITY SCALE: NONE i;� ! �l IRRIGATION! SYSTEM OPERATIONAL MANAGEMENT NOTES 1. MAXIMUM VELOCITY IN THE PIPING SYSTEM NOT TO EXCEED 5 FEET PER SECOND. 2. IRRIGATION CONTRACTOR TO PROGRAM CONTROLLER FOR PLANT MATERIAL GROW IN AS PER LANDSCAPE REQUIREMENTS. ADJUSTMENTS TO BE MADE TO IRRIGATION SCHEDULE EVERY TWO WEEKS UNTIL SET FOR CLIMATE SENSOR MANAGEMENT. 3. AFTER GROW IN OPERATE THE IRRIGATION SYSTEM VIA CLIMATE SENSOR. ADJUST CONTROLLER TO ENSURE PLANT MATERIAL REMAIN HEALTHY WHILE USING AS LITTLE WATER AS POSSIBLE. 4. CONTRACTOR 1-0 MAKE A MINIMUM OF 3 VISITS TO THE SITE AFTER CONTROL SYSTEM IS SET TO CLIMATE SENSOR MANAGEMENT TO REVIEW SOIL MOISTURE LEVELS THROUGHOUT THE SITE AND ADJUST THE CONTROL SYSTEM ACCORDINGLY TO MAINTAIN THE LANDSCAPE WHILE REDUCING WATER USE. CONTRACTOR TO SUBMIT IN WRITING THE OUTCOME OF EACH VISIT TO THE OWNER OR OWNERS REPRESENTATIVE, LANDSCAPE ARCHITECT AND OR IRRIGATION CONSULTANT. 1. IT IS IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH PLAINT IS WITHIN THE DRIPLINE WETTED PATTERN ON NO LESS THAN 2 SIDES. 2. DRIPLINE IS TO BE INSTALLED, TESTED AND INSPECTED TO ENSURE EACH EMITTER FUNCTIONS PROPERLY PRIOR TO COVERING WITH MULCH. 3. ALL DRIPLINE SUPPLY PIPING TO BE CL 200 PVC. 4. ALL PIPING WITHIN A DRIP ZONE THAT IS UNDER THE HARDSCAPE TO BE CL 200 PVC. 5. DRIPLINE TO BE STAKED DOWN EVERY T AND WITHIN 'I' OF ALL FITTING OUTLETS. 6. ALL FLUSH VALVES ARE TO BE INSPECTED FOR PROPER OPERATION. 7. IRRIGATION CONTRACTOR TO MEET WITH NETAFIM REPRESENTATIVE AND OWINER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION TO REVIEW DRIP COMPONENT CONSTRUCTION, OPERATION AND MAINTENANCE. TA CONTROLLER INSTALLATION NOTES L 1. IRRIGATION CONTRACTOR TO COORDINATE EXACT LOCATION OF CONTROLLER WITH OWNER'S REPRESENTATIVE. 2. PROVIDE 120VAC 10 AMP POWER TO IN CONDUIT TO CONTROLLER LOCATION. 3. IRRIGATION CONTRACTOR TO HARD WIRE CONTROLLER TO POWER SUPPLY AS PER PREVAILING CODE. 4. CONTROLLER TO BE SECURELY ATTACHED TO CONCRETE BASE METALLIC FASTENERS MADE FOR WALL TYPE. 5. ALL IRRIGATION CONTROL WIRE ABOVE GRADE TO BE ENCASED IN PVC ELECTRICAL CONDUIT. 6. CONTROLLER TO BE GROUNDED AS PER MANUFACTURERS RECOMMENDATIONS. GENERAL NOTES 1. ALL TRENCHING TO BE OUTSIDE OF TREE DRIP LINE 2. MAINLINE TO HAVE MINIMUM OF 18" OF COVER AND A MINIMUM OF 18" OFF OF THE HARDSCAPE 3. LATERALS TO HAVE MINIMUM OF 12" OF COVER AND A MINIMUM OF 12" OFF OF THE HARDSCAPE 4. NO ROCKS, BOULDERS OR SHARP OBJECTS TO BE IN TRENCH BACKFILL 5. ALL PIPE TO BE INSTALLED AS PER MANUFACTURES SPECIFICATIONS 6. SPRINKLERS AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS 7. CONTROL WIRE TO BE 14 GA UL APPROVED, SINGLE CONDUCTOR, PE JACKETED 9. (WIRE SPLICES TO BE DONE AS PER DETAILS 10. ALL WIRE SPLICES OUSIDE OF CONTROL VALVE BOX TO BE IN 10" VALVE BOX 11. WIRE TO BE COLOR CODED, RED FOR POWER AND WHITE FOR COMMON 12. CONTRACTOR SHALL INSTALL MANUFACTURES GROUNDING EQUIPMENT ON BOTH THE POWER AND OUTPUT SIDES 13. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION BY WRAPPING WIRE AROUND 3/4" PIPE 12 TIMES 14. AT EACH CHANGE IN MAINLINE DIRECTION CONTRACTOR TO INSTALL A 30" LOOP OF EXTRA WIRE 15. WIRE TO BE BUNDLED WITH ELECTRICAL TAPE EVERY 20' 16. SPRINKLERS ARE TO BE ADJUSTED TO AVOID OVER -SPRAY INTO NON -IRRIGATED AREAS 17. ELECTRIC CONTROL VALVES ARE TO BE INSTALLED IN VALVE BOXES AS FOLLOWS A 12" RECTANGULAR FOR EACH ELECTRIC CONTROL VALVE 18. SPRINKLERS TO BE INSTALLED 12" FROM FOUNDATIONS AND 2" FROM HARDSCAPE 19. CONTRACTOR TO ADD RISER EXTENSIONS TO SPRINKLERS IF REQUIRED TO MAINTAIN PROPER COVERAGE 20. ALL PIPING TO BE FLUSHED PRIOR TO INSTALLATION OF SPRINKLERS 21. ALL VALVES, QUICK COUPLER VALVES, WIRE SPLICES TO BE IN LANDSCAPED BEDS WHEREVER POSSIBLE 22. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PROPER COVERAGE OF AREA TO BE IRRIGATED, MAKE ADJUSTMENTS AS NECESSARY 23. CONTRACTOR SHALL EXERCISE CARE NOT TO DAMAGE EXISTING UTILITIES REPAIRING ANY DAMAGES AT HIS OWN COST 24. PLAN IS DIAGRAMMATIC TO IMPROVE CLARITY ALL IRRIGATION EQUIPMENT TO BE INSTALLED WITHIN PROPERTY LINES AND LANDSCAPED AREAS 25. ANY DISCREPANCIES BETWEEN THE PLAN AND THE SITE TO BE REFERRED TO THE OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION 26. CONTRACTOR TO PROVIDE 1 YEAR WARRANTEE OF ALL PRODUCTS AND WORKMANSHIP TO INCLUDE WINTERIZATION AND SPRING START-UP 27. CONTRACTOR TO PROVIDE OWNER AND OR LANDSCAPE ARCHITECT RECORD DRAWING PRIOR TO SUBSTANTIAL COMPLETION 28. INSTALLATION OF IRRIGATION SLEEVES IS THE IRRIGATION CONTRACTORS RESPONSIBILITY IRRIGATION CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR SLEEVE INSTALLATION PRIOR TO PAVEMENT INSTALLATION 29. CLEANUP AND DISPOSE OF ALL DEBRIS, WASTE AND EXCESS CONSTRUCTION MATERIALS LEAVE AREA NEAT, CLEAN AND READY FOR OWNERS USE PROVIDE CLEAN PAVEMENT SURFACES INCLUDING AREAS OF PUBLIC R.O.W. 4 1 e,*\e I/ C/:) ry- C w o O ® w 0 z o c-D a) t� z cts w N � o 06 Q °' Q c7 co ® CJ� r- ~ N LL w � ca Wj _ N 9=1 _ � � C c -D 0 CD a) d CD (0 cY) W 00 �N Alt N V e� of 00 .0 > L>..I 00 = � U EMMI V OZ- _ f 60 N ten X O s, �, - �. O m � O O 4. w STEP 1 i OC STRIP WIRES 1/2" FROM ENDS��� 18-24" COILED WIRE&I CD AND TWIST TOGETHER hrr(`. «� O IN LU DBR\Y CONNECTORS 2 FINISH GRADE ®By - QUICK COUPLER VALVE�' r ch STEP TWIST WIRE NUT ONTO WIRE ENDS �� is �� 3��;��� z DRIP ZONE KIT ` — MODEL ICZ-101-XX AI l f3Prfl� Gr�; r� a 0 TIP FILTER 45 DEGREESAi 10" ROUND VALVE BOX %' s , 3/4" MINUS GRAVEL i Al FINISH GRADE r k Z ' 12" JUMBO VALVE BOX ��y� STEP 3 s x% ®� ti NIPPLE PUSH WIRE NUT SCH 80 T.O.E. STEP 5,r. �` Ct',)� °..,, .: 025 Q ,u PREFABRICATED SWING JOINT MAIN LINE PIPE & FITTINGS ��, .`- INTO CONNECTOR STEP 4 — PAST TABS STRAP TOP TO CONNECTOR .Icy �,Bi� Q MAIN LINE PIPE 00 BRICK SUPPORTS 4 o,a�� . M -, MAIN LINE TEE OR ELL _- � • @ gp RICK SUPPORT 3 y �t ,9 i K TABS ?�i/n F E NLL 4" MINUS WASHED GRAVEL v J 3/ � � TE REGULATOR: 25 or 40 PSI�� d For, � w //�) T A � . .k RIP CONTROL ZONE QUICK COUPLER VALVE WIRE CONNECTION 3M-DBR6-Y �� x,t, 16 D d _ fln g "rs NTS �sJ T s P( J t NTS 'i mr f k� �I f d s C_7 0 (- � �FI i s � 0) �� .e e 9 0 r i a I �(x to w O QD UNTER CONTROLLER 1" PVC MARKING STAKE MODEL: SOLAR SYNC SENSOR N71(`.; I N I MAP 3/4" POWER CONDUIT: SIZE, SUITABLE POST, POLE, GUTTER MOUNT. TYPE, DEPTH PER LOCAL CODE OUNT IN LOCATION THAT MAXIMIZES 12" HARDSCAPE SURFACE �tYa DIRECT SUNLIGHT, OPEN TO RAINFALL AND SCALE: J� 9�y OUT OF SPRINKLER SPRAY PATTERN 6MARKING TAPE J!✓% 1L�. NONE GROUND WIRE CONDUIT, " ` �� n, 1�- [ (OPTIONAL) —MIN. 1-1/2". GROUND PER CONDUIT FROM SOLAR SYNC SENSOR TO I f ASIC GUIDELINES W ONTROLLER OR TO A POINT 12" BELOW 12" 1 GRADE lw vbe 18"r ; —LATERAL PIPE PEDESTAL BASE: CONCRETE MODEL SOLAR SYNC MODULE IS MOUNTED OR PREFABRICATED INSIDE OF THE PCC CONTROLLER 18"WQ LATERAL SLEEVE MAINLINE PIPE —FINISH GRADE CONDUIT FOR VALVE CONTROL WIRE AND —CONDUIT FOR COMM. WIRING SOLAR SYNC COMMUNICATION WIRE J 4 4, I MAINLINE SLEEVE ef� 120 VAC WIRE BUNDLE 24 V WIRE BUNDLE CONTROLLER POWER SOURCE —CONDUIT FOR CONTROL WIRES COMMUNICATION WIRE, 18-2(WIRE TYPE TO _,,,µ1'� MEET INSTALLATION CODE REQUIREMENTS),FFFWIRING SLEEVE —��— COMMUNICATION CABLE FROM MODULE TO SENSOR. MAXIMUM TOTAL WIRE DISTANCE, 200 FEET BEDDING AND COMPACTION PER ENGINEERS SPECIFICATIONS PEDESTAL MOUNT CONTROLLER � SOLAR SYNC SYSTEM NTS T5 TRENCH PIPE AND WIRE NTS NTS �� v 0-4 O V) H� o z� 17 > w. 1-7���✓ v. . ��co �� .:avv PER SPECS ®Ir � �+ Y M -- $�g. s% TOP OF MULCH, O MULCH I� r��� LANDSCAPE DRIPLINE TUBING ��� Z e FINISH GRADE „�v , ;u�s�a u, "� 1I P� O DRIPLINE TUBING 3/4" PVC MALE ADAPTER _-��- ft -��� �_, �; RISER CUT TO FIT I 3/4" MPTx INSERT TEE 3/4" LATERAL( ) 0 (0 PVC LATERAL TEE 1„ .. y LATERAL PIPE FINISH GRADE TIE DOWN STAKE:���s (0 /�y� O ® m 0 DRIPLINE START CONNECTION DRIPLINE ON GRADE WITH MULCH COVER U. W/ PVC LATERAL RISER) ___- NTS �tI���q,�ry����a NTS �1 LF MANUAL LINE FLUSHING VALVE s .. PLUMBED TO PVC OR POLY 111 LF LINE FLUSHING VALVE LF LINE FLUSHING VALVE PLUMBED TO DRIPLINE PLUMBED TO PVC OR POLY I REMOTE CONTROL VALVE 1 WITH DISC FILTER AND 4 / AREA PERIMETER I LJJ PRV I AREA PERIMETER / I I PVC LATERAL PIPE LF DRIPLINE TUBING TEE INLINE DRIP TUBING I SUPPLY HEADER / DRIPLINE SPACING PER SPECIFICATIONS I START CONNECTION � I / INLINE DRIP TUBING EXHAUST HEADER SPACING AS PER SPECIFICATIONS REMOTE CONTROL _ r J O n VALVE WITH DISC / FILTER AND PRV H H TEE � ! ISLAND PERIMETER I N / I / AREA PERIMETER LF I INLINE TUBING TEE SUPPLY HEADER PVC LATERAL PIPE SPACING INLINETUBING ELBOW I0 DRIPLINE TUBING START 0004 ICONNECTION SUPPLY HEADER MALE ADAPTER PVC LATERAL PIPE START CONNECTION -•- REMOTE CONTROL VALVE WITH I MANUAL LINE FLUSHING VALVE DISC FILTER AND PRV �UHI� I PLUMBED TO Techiine� CV DRIPLINE nl LF 4" TO 6" FROM EDGE LF ' REMOTE CONTROL VALVE WITH DISC FILTER AND PRV r4g' 4' ISLAND LAYOUT 4' IRREGULAR AREA IRREGULAR AREA CENTER FEED LAYOUT 04 NTS NU SC. NTS ae qq�� �P ®AIG 03-30.12 RN)Mr ,. IRRIu* 11 -3 13 cT NUMM 41ON DETAI f Z; IF YOU DIG VIRGINIA..SHEET NL*ABM . CALL US FIRSTI UTILITIES PROTECTION CENTER /0 owwhat�sbelow. ITS THE 1Rm2 r � Call before you di �.�t:% Y g s N IRRIGATION SPECIFICATIONS SECTION 02820 - IRRIGATION SYSTEMS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes piping, valves, sprinklers, controls and wiring for automatic control irrigation systems. 1.03 DEFINITIONS A. Lateral Piping: Downstream from control valves to sprinklers, specialties, and drain valves. Piping is under pressure during flow. B. Drain Piping: Downstream from circuit -piping drain valves. Piping is not under pressure. C. Mainline Piping: Downstream from point of connection to water distribution piping to, and including, control valves. Piping is under water -distribution -system pressure. D. The following are industry abbreviations for plastic materials: 1. ABS: Acrylonitrile-butadiene-styrene plastic. 2. FRP: Fiberglass -reinforced plastic. 3. PA: Polyamide (nylon) plastic. 4. PE: Polyethylene plastic. 5. PP: Polypropylene plastic. 6. PTFE: Polytetrafluoroethylene plastic. 7. PVC: Polyvinyl chloride plastic. 8. TFE: Tetrafluoroethylene plastic. 9. HDPE High Density Polyethylene plastic. 1.04 PERFORMANCE REQUIREMENTS A. Head to head coverage irrigation system for lawns and exterior plants as shown or indicated on associated plans. B. Location of Sprinklers and Specialties: Design location is approximate. Make minor adjustments necessary to avoid plantings and obstructions such as signs and light standards. Maintain a minimum of head to head coverage of turf and planting areas unless otherwise indicated. C. Minimum Working Pressures: The following are minimum pressure requirements for piping, valves, and specialties, unless otherwise indicated: 1. Irrigation Main Piping: 200 psi. 2. Lateral Piping: 200 psi. 1.05 SUBMITTALS A. Product Data: Include pressure ratings, rated capacities, and settings of selected models for the following: 1. Electrical Control Valves. 2. Quick Coupler Valves. 3. Isolation Valves. 4. Valve boxes. 5. Sprinklers. 6. Controllers and associated communication equipment. 7. Control cables. Include splice kits. 8. Grounding equipment. 9. Climate Sensor. 10. PVC fittings. 11. PVC Primer and Cement. 12. Mainline, Lateral and Sleeve piping. 13. Mainline, Lateral pipe fittings B. Operation and Maintenance Data: For irrigation systems, to include in emergency, operation, and maintenance manuals including data for the following: 1. Automatic -control valves. 2. Isolation valves. 3. Sprinklers. 4. Control systems. 5. Pump control system. 6. Well pump and motor. 1.06 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver piping with factory -applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe -end damage and to prevent entrance of dirt, debris, and moisture. B. Store plastic piping protected from direct sunlight. Support to prevent sagging and bending. 1.08 PROJECT CONDITIONS A. Interruption of Existing Water Service: Do not interrupt water service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary water service according to requirements indicated: 1. Notify Owner's Representative no fewer than two (2) days in advance of proposed interruption of water service. 2. Do not proceed with interruption of water service without Owner's Representative written permission. B. Removal of Hardscape: Do not remove hardscape surface unless permitted under the following conditions: 1. Coordinate with Owner's Representative no fewer than two (2) days in advance of proposed hardscape removal. R 2. Hardscape removal must not interrupt normal traffic flow on hardscape area. 3. Area of removal must be useable prior to close of work day and completely repaired within 2 days of removal. 1.09 COORDINATION A. Coordinate installation of irrigation system with Owner's Representative and/or all other trades on site to insure irrigation system or other work on site will not be damaged. Should contractor fail to coordinate and damages occur it will be the contractor's responsibility to repair damages at his own costs. 1.10 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Rotary Sprinkler Units: Equal to two (2) percent of amount installed for each type and size indicated, but no fewer than 10 units. 2. Spray Sprinkler Units: Equal to two (2) percent of amount installed for each type and size indicated, but no fewer than 10 units. 3. Electric Control Valve Units: Equal to five (5) percent of amount installed for each type indicated, but no fewer than ten (5) units of each size and type. 4. Isolation Valves: Equal to five (5) percent of amount installed for each type indicated, but no fewer than two (2) units of each type. PART 2 PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 2. Manufacturers: Subject to compliance with requirements, provide and warrantee products by one of the manufacturers specified. 2.02 PIPES, TUBES, AND FITTINGS A. Steel Pipe: ASTM A 53/A 53M, Schedule 40, Type S or E, Grade A or B, galvanized with threaded ends. 1. Steel Pipe Nipples: ASTM A 733 made of ASTMA 53A 53M or ASTM A 106, Schedule 40, galvanized, seamless steel pipe with threaded ends. 2. Malleable -Iron Unions: ASME B16.39, Class 150, hexagonal -stock body with ball-and-socket, metal -to -metal, bronze seating surface and female threaded ends. 3. Gray -Iron Threaded Fittings: ASME B16.4, Class 125, galvanized, standard pat tern. 4. Cast -Iron Flanges: ASME B16.1, Class 125. 5. Cast -Iron Flanged Fittings: ASME B16.1, Class 125, galvanized. B. Soft Copper Tube: ASTM B 88, Type L, water tube, annealed temper. 1. Copper Pressure Fittings: ASME B16.18, cast -copper -alloy or ASME B16.22, wrought -copper, solder -joint fittings. Furnish wrought -copper fittings if indicated. 2. Bronze Flanges: ASME B16.24, Class 150, with solder -joint end. 3. Copper Unions: MSS SP-123, cast -copper -alloy, hexagonal -stock body, with ball-and-socket, metal -to -metal seating surfaces and solder -joint or threaded ends. C. Hard Copper Tube: ASTM B 88, Type L, water tube, drawn temper. 1. Copper Pressure Fittings: ASME B16.18, cast -copper -alloy or ASME B16.22, wrought- copper, solder -joint fittings. Furnish wrought -copper fittings if indicated. 2. Bronze Flanges: ASME B16.24, Class 150, with solder -joint end. 3. Copper Unions: MSS SP-123, cast -copper -alloy, hexagonal -stock body, with ball-and-socket, metal -to -metal seating surfaces and solder -joint or threaded ends. D. PVC Pipe: ASTM D 1785, PVC 1120 compound, Class 200. 1. PVC Socket Fittings, Schedule 40: ASTM D 2466, 3" and smaller 2. Ductile Iron Gasket Joint Fittings ASTM A536 for pipe sizes 4" and larger, all ductile iron fittings to have joint restraints as per manufacturers recommendations.. E. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedule 80. 1. PVC Socket Fittings, Schedule 80: ASTM D 2467. 2. PVC Threaded Fittings: ASTM D 2464. 2.03 GENERAL -DUTY VALVES A. AWWA, Cast -Iron Gate Valves: AWWA C509, resilient -wedge nonrising-stem, gray- or ductile -iron body and bonnet gate valve, epoxy coated; with steel stem and 2"operating nut. 1. Minimum: Working Pressure: 200 psig. 2. End Connections: Mechanical join flanged or ring-tite. Interior Coating: Complying with AWWA C550. 3. Manufacturers: a. Matco b. Leemco C. Approved Equal B. Isolation Valve Boxes: Ten inch circular valve box with 6" SDR 21 PVC pipe riser from top of valve to center line of valve box. Pipe to be centered on operating nut to aliloa:.,v easy access. 1. Operating Wr,�lnches: Furnish total of two (2) steel, tee -handle operating wrenches with one pointed end, stem of length to operate deepest buried valve, and socket matching valve operating nut. C. Bronze Gate Valves: MSS SP-80, Class 125, Type 1, nonrising-stem, bronze body with solid wedge, threaded ends, and malleable -iron hand wheel. 1. Manufacturers,: a. NIBCO b. Approved Equal. 2.04 SPECIALTY VALVES A. Quick -Couplers: Factory -fabricated, bronze or brass, two-piece assembly. Include coupler water -seal valve; removable upper body with spring -loaded or weighted, rubber -covered cap; hose swivel with ASME B1.20.7, 3/4-11.5NH threads for garden hose on outlet; and operating key. 1. Locking -Top Option: Vandal -resistant, locking feature. Include four matching keys with hose swivel for each key. 2. Manufacturers: a. Hunter Industries Incorporated. b. Approved Equal. 2.05 CONTROL -VALVE BOXES A. Plastic Control -Valve Boxes: Box and cover, with open bottom and openings for piping; designed for installing flush with grade. Size for all valves to be standard '14" rectangular. 1. Shape: Rectangular. 2. Sidewall Material: HDPE. 3. Cover Material: HDPE. a. Lettering: (IRRIGATION. b. Green in Color. C. Lockable with hex key mechanisrn or similar. 4. Manufactuirers: a. Carson Industries LLC. b. Approved (Equal. 2.06 SPRINKLERS A. Description: Plastic housing and corrosion -resistant interior parts designed for uniform coverage over entire spray area indicated, at available water pressure. 1. Manufacturers: a. Hunter Industries Incorporated. b. Approved Equal. 2. Pop-up Spray Sprinklers: Fixed or adjustable pattern with screw -type flow adjustment, stainless -steel retraction spring, drain check valve, pressure regulation, co -molded riser seal that seals cap to body and pop-up heights of 6", 12". 3. Pop-up, Rotary Sprinklers: Gear drive, full -circle and adjustable part -circle types with screw -type flow adjustment, stainless -steel retraction spring, stainless steel riser, drain check valve, flow stop valve, minimum of 8 nozzles available, integral rubber cover, adjustable from the top of the sprinkler and pop-up heights of 6", 12". 2.07 ELECTRIC CONTROL VALVES A. Description: Electrically controlled hydraulically actuated control valves. 1. Manufacturers: a. Hunter Industries Incorporated. b. Approved Equal B. Features: 1. 24vac solenoid with 410mA inrush current and 280mA holding current. 2. Pressure rating of 220 psi. 3. Fabric reinforced diaphragm. 4. Internal and external bleed. 5. Flow control handle. 6. Contamination Resistant. 2.08 AUTOMATIC -CONTROL SYSTEM A. Manufacturers: 1. Hunter Industries 2. Approved Equal B. Exterior Control Enclosures: NEMA 250, Type 4, weatherproof, with locking cover and two matching keys; include provision for grounding. 1. Material: Enameled -steel, sheet metal or plastic pedestal. 2. Mounting: Surface type for wall mounting, concrete mounting base for pedestal. C. Control Transformer: 24VAC 4A secondary, with overload protection and or primary fuse. 1. Solenoid Capacity: 2 standard 24VAC solenoids per output. D. Controller Stations for Automatic Control Valves: Each station is variable from approximately 1 minute to 6 hours. Include switch for manual or automatic operation of each station. E. Timing Device: Adjustable, 24-hour, 365 day clock, with automatic operations to skip operation any day in timer period, to operate every other day, odd -even days, interval days, to operate 8 or more times daily. 1. Manual or Semi -automatic Operation: Allows this mode without disturbing preset automatic operation. 2. Minimum 30 day internal power storage: Automatically powers timing device during power outages. 3. Six (6) start times. 4. Simultaneous program operation. 5. Test program. 6. One button manual start. 7. Seasonal adjust 25% to 300%. 8. Internal self diagnostics circuit breaker. 9. Minimum four (4) independent programs. 10. Surge Protection: Metal-oxide-varistor type on each station and primary power. 11. Climate Sensor compatible with over -ride capabilities. 12. Remote control capabilities. F. Wiring: 1. Manufacturers: a. Paige Electric. b. Approved Equal. 2. Feeder -Circuit Cables: No. 14 AWG minimum, between building and controllers. 3. Output Cable: No. 14 AWG PE red for power and white for common. 4. Splicing Materials: 3M DBR-Y6 as required by manufacturer. PART 3 EXECUTION 3.01 EARTHWORK A. Install warning tape directly above pressure piping, 12 inches below finished grades, except 6 inches below subgrade under pavement and slabs. B. Install piping and wiring in sleeves under sidewalks, roadways, parking lots, and railroads. 1. Install piping sleeves prior to hardscape sub -base being installed. 2. Sleeving installed in open trench to be completely backfiilled crushed limestone, approved by owners representative and compacted to insure no future settling. 3. Pipe sleeves are to be a minimum of two times the diameter of the pipe in the sleeve. C. Provide minimum cover over top of underground piping ;according to the following: 1. Irrigation Main Piping: Minimum depth of 18 inches from top of pipe to finished grade. 2. Circuit Piping: 12 inches from top of pipe to finished grade within sports fields and 12' within general landscape areas, piping to be a minimum of 3 inches laterally\vertically from mainline at all times. 3. Drain Piping: 12 inches. 4. Sleeves: 18 inches from top of pipe for mainlines and 18 inches from top of pipe for laterals. 3.02 EXCAVATION PREPARATION A. Set stakes to identify locations of proposed irrigation system. Obtain Owner's Representative's approval before excavation. B. Excavate area for pipe installation 4" wider than diameter of pipe. 1. Level trench base to insure consistent contact of pipe to trench bottom. 2. Remove all rocks and other sharp objects. 3. Place pipe in trench snaking from side to side if possible. 4. Backfill to the top of pipe compacting the sides. 5. Backfill in 8" lifts compacting to 90% between lifts until complete. 6. All trenches greater than 4" in width to be restored to grrade, +-'/4", with sod as approved by owners representative. 7. All trenches 4" or small in width to be restored to grade, +- 1/" with a minimum of 3" of topsoil as approved by owners representative. 8. Whenever possible trenching should be out side of a tree dripline. If trenching is done within the dripline it should be at least 10' from existing tree, if 10' is not possible the trenching must be done by hand and all tree roots greater than 1" to be left in place. All tree roots 1" or less may be removed by saw cutting root on either side of the excavation and root removal. 3.03 PIPING APPLICATIONS A. Install components having pressure rating or schedule as shown on the plan. B. Piping in above ground may be joined with flanges instead of joints indicated. C. Aboveground Irrigation Main Piping: Use the following piping materials for each size range: 1. NPS 4 and Larger: Steel pipe; malleable-, gray-, or cast-iron fittings; and threaded joints. 2. NPS 3 and Smaller: hard copper tube, wrought- or cast -copper fittings, and soldered joints. D. Underground Irrigation Main Piping: Use the following piping materials for each size range: 1. NPS 25 and Smaller: Class 200, PVC, pressure -rated pipe; Schedule 40, PVC socket fittings; and solvent -cemented joints 2. NPS 3 and larger: Class 200 PVC, pressure rated pipe with gasket joint ends, Ductile Iron gasket joint fittings with manufacturer's recommended joint restraint. E. Circuit Piping: Use the following piping materials for each size range: 1. NPS 4 and Smaller: Class 200, PVC, pressure -rated pipe; Schedule 40, PVC socket fittings; and solvent -cemented joints. F. Underground Branches and Offsets at Sprinklers and Devices: Schedule 80, PVC pipe; acme threaded o-ring sealed PVC fittings. 1. Option: Plastic piping manufactured for this application may be used on sprinkler inlets of 3/4" or smaller instead of pipe and fittings specified, "swing pipe and spiral barbed elbows). If this is to be used the offset must be more than 12" and less than 18" as per detail. G. Risers to Aboveground Sprinklers and Specialties: Type L hard copper tube, wrought -copper fittings, and soldered joints. H. Sleeves: SCH 40 PVC pipe and socket fittings; and solvent -cemented joints. I. Transition Fittings: Use transition fittings for plastic -to -metal pipe connections according to the following: 1. Couplings: a. Underground Piping NPS 2-1/2 and Smaller: Manufactured fitting or coupling. b. Underground Piping NPS 3 and Larger: PVC Flange with stainless steel bolts and rubber gasket. 2. Fittings: a. Aboveground Piping: Plastic -to -metal transition fittings. b. Underground Piping: Union with plastic end of same material as plastic piping. J. Dielectric Fittings: Use dielectric fittings for dissimilar -metal pipe connections according to the following: 1. Underground Piping: a. NPS 2 and Smaller: Dielectric couplings or dielectric nipples. b. NPS 2-1/2 and Larger: Prohibited except in valve box. 2. Aboveground Piping: a. NPS 2 and Smaller: Dielectric unions. b. NPS 2-1/2 to NPS 4: Dielectric flanges. 3. Piping in Valve Boxes or Vaults: a. NPS 2 and Smaller: Dielectric unions. b. NPS 2-1/2 to NPS 4: Dielectric flanges. 3.04 VALVE APPLICATIONS A. Aboveground, Shutoff -Duty Valves: 1. NPS 2-1/2 and Smaller: Bronze gate valve. 2. NPS 3 and Larger: Cast-iron, nonrising-stem gate valve. B. Isolation Valves: 1. NPS 2 and Smaller: Bronze nonrising-stem gate valve. 2. NPS 2 -1/2 and Larger: Cast-iron, nonrising-stem gate valve with 2" operating nut. 3.05 PIPING INSTALLATION A. Location and Arrangement: Drawings indicate suggested location and arrangement of piping systems. Install piping as indicated unless deviations are approved by Owner's Representative. B. Install piping at minimum uniform slope of 0.5 percent down toward drain valves. C. Install piping free of sags and bends. D. Install groups of pipes parallel to each other with a space between minimum of 4", spaced to permit single valve removal and or servicing. E. Install fittings for changes in direction and branch connections. F. Install dielectric fittings to connect piping of dissimilar metals. G. Install underground thermoplastic piping according to ASTM D 2774 and ASTM F 690. H. Lay piping on solid sub base, uniformly sloped without humps or depressions. I. Install PVC piping in dry weather when temperature is above 32 deg F 5 deg C. Allow joints to cure at least 24 hours at temperatures above 32 deg F 5 deg C before testing unless otherwise recommended by manufacturer. J. Install water regulators with shutoff valve and strainer on inlet and pressure gage on outlet. Flush the line prior to installation to remove debris. Install the valve so that the flow arrow marked on the valve body tag corresponds to the flow through the line. Install shutoff valve on outlet. K. 3.06 VALVE INSTALLATION A. Electrical Control Valves: Install in valve box with top flush with and perpendicular to grade. 1. All electrical control valve boxes to be 12" rectangular valve box. 2. From bottom of valve to a depth of 6" install washed stone or gravel sized between 1/4' and 1" in diameter to create sump and stabilize valve box. 3. Install valve box extensions as necessary to bring lid level with finished landscape grade. 4. Control Valves to be installed with center line of valve 12" below finished grade. B. Underground, Manual Control Valves: Install with 6" SDR 21 PVC riser from top of pipe to center line of valve box finishing with 10" round valve box level with finished landscape grade. 1. Install valves and PVC pipe with restrained, gasketed joints as necessary at the same depth as the mainline pipe. 3.07 SPRINKLER INSTALLATION A. Flush circuit piping with full head of water prior to installing sprinklers. B. Install sprinklers at manufacturer's recommended heights perpendicular to grade. C. Locate part -circle sprinklers to maintain a minimum distance of 4 inches from walls and 2 inches from other boundaries, unless otherwise indicated. D. Adjust all sprinklers to irrigated plant material indicated for the station. 3.08 AUTOMATIC -CONTROL SYSTEM INSTALLATION A. Obtain approval of controller location from owner's representative prior to installation. Install wall mount controllers level and at eye level. Securely fasten controller to wall with metallic fasteners appropriate for wall type or install pedestal controller on concrete pad with all necessary conduit installed through the pad to accommodate all wire to controller. All irrigation control wire between controller and finished grade to be in PVC electrical conduit. B. Install control wire conduit in same trench as mainline piping and at least 4 inches to the side of the piping. Provide conductors of size not smaller than recommended by controller manufacturer. Install wire in separate sleeve under paved areas if irrigation piping is installed in sleeve. Bundle wire every 20' with tape. All wire splices to be located in minimum 10" round valve box. 3.09 CONNECTIONS A. Drawings indicate general arrangement of piping, fittings, and specialties. B. Ground equipment according to ASIC Grounding Guidelines www.aisc.org. Resistance readings to ground to be as recommended by the manufacturer. If there are no manufactures requirements then the controller should have a resistance of 10 ohms or less. C. Tighten electrical connectors and terminals according to manufacturer's published torque -tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. FIELD QUALITY CONTROL A. Perform the following field tests and inspections and prepare test reports: 1. Leak Test: After installation, charge system for 24 hours at operational pressure and inspect for leaks. Repair leaks and retest until no leaks exist. 2. Operational Test: After electrical circuitry has been energized, operate controllers and automatic control valves to confirm proper system operation. 3. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. 4. Remove and replace units and retest and re -inspect as specified above. 3.11 STARTUP SERVICE A. Engage a factory -authorized service representative to perform startup service of control system. B. Verify that controllers are installed and connected according to the Contract Documents. C. Verify that electrical wiring installation complies with manufacturer's submittal and installation requirements in Division 26 Sections. D. Complete startup checks according to manufacturer's written instructions 3.12 ADJUSTING A. Program controller(s) to insure adequate moisture is available for the root zone of the plant. Insure there is no run-off, over watering or deep percolation. Insure controller operates within irrigation window as defined by Owner's Representative or local governing authorities. See additional controller programming notes on plans provided. B. Adjust automatic control valves to provide flow rate at rated operating pressure required for each sprinkler circuit. Use pressure regulation for each control valve if pressure is higher than recommended for the sprinklers in the circuit. C. Adjust sprinklers so they will be 1/8 inch above finish grade in sodded lawns and 1/2 inch above grade in seeded lawns. In shrub beds adjust sprinklers to insure top of sprinkler is at finished mulch levels. D. Adjust sprinklers arc and radius to insure no water is sprayed outside of the irrigated area. 3.13 CLEANING A. Flush dirt and debris from piping before installing sprinklers and other devices. 3.14 DEMONSTRATION A. It is contractors' responsibility to train Owner's maintenance personnel to adjust, operate, and maintain sprinklers, isolation valves, controllers and automatic control valves. o w o �J w o z ca 0) o cti u7 w o CL Q c0 ao 0 I- N V v � LL w n o F-0 _ N = o r-_ 0 c� o ry- tY Q 0 n 0 0 Nt M N' w Uto v � O N ago ZQ �0 �> 0 �Y a� 00 60 0-4 CY- 04 O� I- t� r�X to VOLo ® m O n IL DATE 03.30.12 PR"0T MANIUM 11.313 IF YOU DIG VIRGINIA... CALL US FIRST! i UTILITIES PROTECTION CEN TER Know what's below. IT'S THE LAW >;c Call before you dig -Awa"i - 1'� I" "01ONS