Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP200400082 Plan - Approved Final Site Plan and Comps. 2005-02-22
ALBEMARLE COUNTY, VIRGINIA INA SIT D V OPM NT P ANS PREPARED 7���7^ �����I����/�����^ &A-1 so SO PARTNERS, T}nW �� �� CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS ]pH^ 434-2Q5~6496 FAX 434-296-6497 {lCT�OBER 11/7084 �[�l/ �� �/X�� REV. ^`~~ , ^~^~^~~~�~ �~, �~~. �[T��/ � �8�4 " REV. ~� �~.. REV_ JANUARY 18 7085 REV. JANUARY 31 7,005 (0 -HEET INDEX PR CT DATA: GENERAL NOTES. GENERAL NOTES, S PROJECT NAME: GLENWOOD STATION wuf BASIC INFORMATION: QUALITATIVE STANDARDS: ���'� 2 ^�����^�^�'�������� �c�^c��n ` 1. NONEOFTHESU8JECTPROPER7YUE8VVITH|NTHEDEG|GNATED1OU-YEARFLO0DPLAUV i. '3 LAYO, UT PLAN A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSOORTATION (VDOT). THIS PLAN AS DRAWN, MAY N6T 3. NONE OFTHE SUBJECT PROPERTY |STOBEDEDICATED TOTHE PUBLIC. ACCURATELY REFLECT THE REQUIREMENTS OFTHE PERMIT. VVHEREANYO|SCREPANCEGO{C�]R,THER9QU|REMENTGOF �� zL T�TT�[�� AY�[�� TT��I���� 3 ARETO8 E ACCESSEASBNENT8VNLL8EOVERb#NALONGTHEG���URSES ' ^^^^~|^~^ ~^~UR|NGTO`''`°""- `°�°�='""'TY.' ` 2 A�L DFO��AG ED «2NGTRUCT|ONk�ETHODGGHALLCONFORW4�T0CURRENT�PEQFiC/�'|0NSAN� ���T�7�/�� � ���P�1������ �������7���7�� THE PERMIT SHALL GOVERN, ' - �� ---'-- - - -R' ' STA'~''��OFVOOT�^~^^'OT~^^^|^^�~'^~~~ �`�~� ~ �/������'� ����,������ �������°a���� 4' DU1QVYALLG.THEH�ADOG0N|�NTG�MALLOEL|NEATETHEL|N���MD8T|PUL/�ETH�PERF�R�AN�E ''-''-- ~''^E~~ ''�'`''~E'`~'�~' �� �����T�Y� ��������TT��� PROPERTY ADDRESS: NOT CURRENTLY AVAILABLE AND RESPONSIBILITY OFEXTERIOR K�A|NTENANCE. 3. EROSIONBE APPROVED EROSION CONTROL -_--'--` "� ������I���wv x�/�+n������� I�llYY����+ �^��� ^�'���^^ PROPERTY SIZE: 9.308 ACRES (6.68 ACRES IN PHASE 1, 2,628 ACRES IN THIS PHASE) 5' CONSTRUCTION PHASING OF THE TOWNHOUSE UNITS SHALL BE PHASED BY CLUSTER AND NOT BY INDIVIDUAL UNIT. PLAN AND SHALL 8EINSTALLED PRIOR TOANY CLBAR|NG�RAD|NG(}ROTHER��N8TRU�T|C>N ' ' �� ��HEET ^ / ��7�����7�� �l�[����&�J���2\���7 ���7'����[,�� 4 2� WATER AND SANITARY SEWER '----------'-- ZONING: PRD (WITH SPA TO PERMIT COMMERCIAL OFFICE INI RESIDENTIAL ZONE) O' AGEpAR/��EPERKJ|TAPPL|CAT|ONYY�[LB�F�LEDFO�THE�)TE|DE�T|P|CAJ0NG\QN\NQDE�|R�DF�RTH�D�V6LOPK��NT. 'OR'ZONTAL VERTICAL), WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ' ^^`^~`~~ �-^ ALL �� f% ` ./--' LANDSCAPE, � T��������J������T[�7�[�������� ��J �LOPEGGREATER THAN O'1GHALL8��ATTEDVV|THYDOTEC�QL�PEGTAB|L|�AT0NK�AT --^ '' �^+���^���n�� ��w�������`�� �--^`��" PROFFERS: NA 7 LBEEMPLOYED DEPOSITIONTHE OFFICE RECEPTACLES ' ' - � � ~~^^~~~^^~^�SPECIAL REQUESTS: NONE PROVIDED TO ALL TDVVNHOME8. P REFUSE COLLECTION WASTE FOR ""BE ' ./�� 5. '' HE ALBEMARLE Ty �����7ET9 ` /' -'' LANDSCAPE D.LS DIRECMR 0FENGINEERING ORTHE DIRECTORS DE8iGNEE[7|��EEK8ED�B� �A �|Ub/8U|L|��8UM8/N8G� ` CHANNEL.SURVEY SOURCES: BOUNDARY - ROUDABUSH & GALE; TOPOGRAPHY & PHYSICAL - T. B. LINCOLN � ' �~=~ -- SHEET ,.,�'-'��- �����������������J���]]T ��J '~� '~ PHOTOMETRIC ������ DATUM: NAVD 88 - NAIL WITH CAP IN GRASS TBEHIND WALK ON NORTH SIDE OF RIO ROAD IN FRONT OF ALLTEL U. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM �� 1�~��V ` ��7~�'�� PERFORMANCE STANDARDS: 7. UNL�OOOTHERYY|�EN0TEDALLCONCRGTEpUz�SH��~'-BNFUROEDOOMCRET�PiPE'OLA88||. ��----- -- -- `/���^�'�������^^� DEVELOPMENT BREAKDOWN:. _^��-.�,��^~_``_' -- ��T� 1� �7��[1��T��l�[ �,����������7�J�������J�7��[�T �� 1 ARE 8. |OMFOR VNDERGROUNDPIPE INSTALLATION K�U8TCON|PLYYY|THOSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ---~~-~� ~- +'��^/`/^^/�n w*^����^��,����n� �����n��~����^��/��n 'REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN . .. PLANS ARE �9CFRpA�1928)' �l������ ����������������T�����[�������� T�� ' T� � BUILDING HEIGHT: EXPLORATORY 8MAY 8ENECESSARY TOCONFIRM TM|EEXISTENCE ORNONCOMMERCIAL 42- MAX. (0-2 BUILDING ONLY)'EX|8TENCEOFCEF�%|N -'~�~~^~�^ ~~ ����������^�, ��^����/��'����n� ��=/�'�����^^���������^^� ---'_''-~''-'-'^---' STONE BASE OVER GRADE. WHERE SIDEWALKS RUN CONCURRENY WITH THE ACCESSWAY IN THE TOWNHOUSE AREA, YARD REQUIREMENTS: COMMERCIAL: FRONT (AT R.O.W.) - JUPARKING & 30'BUILDING XCEPT 3-STORY BUILDINGS= 4) SIDE 0% 2. N BUTRATHERRUNRELAT|V�LYFLU�H��HTHE REAR 0' ADJACENT TO RESIDENTIAL - 50'BUILDAG (20'PRESERVATION BUFFER ALSOREQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL r�� GUTTER PAN, WITH THE EXCEPTION THAT A 1 " HIGH 11 IP WILL VERTICALLY SEPARATE THE TWO. _ rEnmn- '---AC/---''-Lnm/n/mn/ncrcnm//o*mu*marrxuvEuuE/uF/nEbEYVMK|NGUR8YINWS8MUPMUJEC[I" SEAL �GPEC|F|"`'"`"��|TE "'"��''KES' 1O.ALLHDH�C--��pA400 CONCRETE REINFORCED PARKING (PHASE 2):=Y|TM0<0`.1O4OVVMPLACED 11PONS"OFCOMP&CTE21STONE PACTffD�UBR/DE. VKINIT Y MAPCOMMERICAL �C-2� ' CONTRACTOR SHALL THAT HIS / HER WORK |SPROPERLY COORDINATED Y|THTMAOFTMETHERTRADEGN'�|T�' . ALL DASPHALTCOURSE AND 1.5" OF E UPON 61]FCOMPACT ED 21A - x 38,168 SF =153 REQUIRED 169 PROVIDED (18 SURPLUS SPACES TO BE SHARED WITH PHASE 1 TOTAL BUILDING) 4. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR STONE OVER COMPACTED GU8GRAOE. UNLESS OTHERWISE NOTED, ALL ASPHALT PAVING SHALL 8ELIGHT'DUTY. SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH PAR/ / EXECUTION OF �� /n� 12 AL�HD UTY /F� �E�S OFBAGEO�UR8E��D2"OF8URF�CE�{>URGEPLACEDUPON CIAL (C 25,582 SF x.8 200 102 REQUIRED 91 PROVIDED (SHORTFALL OF 11 SPACES - ACCOMMODATED IN PHASE �) �nuu|v��n��8LL��|�x��� | NATURE AND CHANGES NECESSARY AND THE CONTRACTOR '�"OF��<' D21����'���VER''-"" 8GRADE ' SAID CHANGES, NOCMAN�EG�RETO8�K4ADGYV|THOUTTHEYVR|�TENCDN8�NT{�FTHEENG)NEB�.- w/v/r»�/c '`~'unc" vv,v/rm^/cu�� ' GRAND TOTAL: 255 REQUIRED 260 PROVIDED (NET 5 EXTRA SPACES) 5. THE SITE WORKISTO8ELAID -OUT��OOR0N�T ESEPL8NG. 8OAL|NG�PTMEPL�NG|8NOT8C�EPT��L� 18' TINOM HE LD ASPHALT WITH THE EXCEPTION Uc. No 0931 C{}NTA�TENG|NEER�FTHEREAREQUE8T0NGRESARD|NQTHFL��OUT�OFTHEYyORK ' uSHALL ocRc /n4uzxu unc/ cna Ccn/mn |ounS MAY REQUIRE LAND USE BREAKDOWN (PHASE 2 ^ SPECIAL CROSG'8ECT0NALTREATMENTG. REFER T\2DETAILS. SURFACE INTERFACES ARE T3BEINSTALLED FLUSH T{}ONE BUILDING 5,284 SF 8 ANOTHER. 71,718 SF 63% (PAVED PARKING =,58 AC, VEHICULAR CIRCULATION 1.07 AC) PAVEMENT ' / / OF ' " OPEN 27,474 6F 24% HIS / HER ABILITY. THE CONTRACTOR SHALL VERIFY V�THE RELATIONSHIP IMPROVEMENTS TO 14 CG-9A WITH DOG- CQ'GR�UNLEGG�THERVVU� TOVV ���U��tUU�CUNDUK]NGANOFEATURESANDN�T|FYENG}NE�R�OFANY0G�REPAN0|EG.ERRORGAM[j�}�|GO|ON8�EF0RE ' A���'»p���O{��L\pAT�URBF��E�nv|CAp "nwEWno» STANDARD BE VDOT PROCEEDING WITH THE WORK. CG42A`UNLESS OTHERWISE NOTED. scx MAX# OF EMPLOYEES: 205 (64,000 X.8 250) IN ALL PHASES ASSISTING HIM I HER WITH SUPPLYING OR EXECUTING THE WORK AND THE SECURITY OF PROPERTY HE SHE IS STORING ON -SITE. THE RECREATION AREA: PROVIDED IN PHASE I (BASKETBALL, TOT LOT, FITNESS CENTER, POOL, BBQ/PICNIC AREAS) 7. 16 | CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDING NOR IS HE I SHE CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALLHDPEP|PE8MALLBEMANCORH|IM PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE �]ORE�UALVVx/�O�GTANDARD | RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, LOCATION, 18. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD, AND ROUTE THROUGH AN EXISTING CULVERT AT THE SOUTHERN PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS EQUIPMEN7 VEHICLES AND TEMPORARY STRUCTURES USED DURING END OF THIS ��NU�UN�����D|NDEP�DE��A���EOBEN�ONF�)U������E��� L N D uxVn. NEITHER THE M�LD DAMAGE CULVERT ' ' CONGTRUCT|ONUNLEG8|T|8DUETOTOTHE8OLENB3UGEN0E0FTHE�-- -F(OREN-|''-�. ' r^on/unouunncmn��. Rg. -�� 8. | DEMARCATE THEM PRIOR TO 17. DRAINS ARE TO8ETIED INTO THE PROP{l8EDSITE STOR(N8E0/EFA�>ESYSTEM, -W- WATER LINE (EX. PROP.)��U���RY /�)�AT-�F-��Y��%� \��'�' ' ' ' "`"`" 'ROG0N CONTROL ""x~v VVATERAND8EYVER� / LOG|�T|�A[L���---����-�'---''|`-----'--'~~^'^^''��~�~'`'�'`'~`~� "°'`''`" �~''"`'=`'` LF.���� P�� FOUND BE PLACED -'---~^~''-~~^^'^^''~E~' 18. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY THE CONTRACTOR WILL BE FHA-6 FIRE HYDRANT I.S. ��0V PIN ��T 8. G REOPON8|BLEFORNOTRUNGTHEPROPERSERV|CEAUTHOR|TYOFF|QALSAJTHESTART[>FTHEVY�RK . - -6 YARD HYDRANT'--^-~' DAMAGE -^TO LINES OR^INTERRUPTIONS ~~E"-`' REPORTED ESERVICE "`vv/"+^` �N�|N��M� |��6VN|�8�|UM|�M��PONU{��- FORALLCO5TGA�8OC�TEDN|THREPA'RAMDREOTORAT\ONOFGERV|��' ' / / Nu/onunv«n / WHERE SHOWN, APPROXIMATELY CORRECT. THE CONTRACTOR SHALL (}NHIS OWN INITIATIVE LOCATE ALL UNDERGROUNDrari BOA* BLOW -OFF ASSEMBLY ---'-~-'-~--- EASEMENT LIMITS 10. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL8 ECTE DAMAGE DUE TO THE LINES AND STRUCTURES ASNECESSARY.gril Ip S- SANITARY SEWER LINE (EX. PROP.) ~. . .-'-.-'-'-'~CENTERL/@[ /EXECUTION OF THE WORK. MADENECESSARY '�RYBYTHECONTRACT�RQRTHO8EAOG}8T|NG�|&/�ER|MTHEE�ECUT|UN 30.ALL CT COMPLY OFTHE����GH��LBE8ORNEBYTHE CONT �-�- OF THE GENERAL Y� SPECIFICATIONS ASADOPTED BYTHE ALBEKARLECOUNTY SERVICE AUTHORITY. CONTOUR LINE (EX. PROP.) . 11. THE E ORTOST0R�G EXPLOSIVES` MH-- MANHOLE �-3:�-- �2^5D%r DEGREE / DIRECTION OF SLOPE ON -SITE. �NOTIFY PURPOSES ' RENOTF" �`° 21.DATUK�FORALLGLGVAT�ON88HOYVN�NNAJ|ONALG|B3OGT|CGURVEY. 8EEP�JJ�CTOATAFOR�OREOETA{�6DDESCR|P�ON.nS CAREFULLY COORDINATED VV|THALL OTHERS SHARING THE 8|TE ���� �� ' --� ---� -'� ��8|yE8OMA��BE 41 -SD----=- STORM LINE (EX. PROP.) 479.78F SPOT ELEVATION ' 22.THE CONTRACTOR SHALL BERESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1'8OO^552`7O81). D --!701 STORM INLET Hp �\�H POINT 12' VD p�0RTO0RASPART 0FTHE REQ�RED PRE-CONSTRUCTION'-`'�D - ' ~-^`' ~ ~�ONOT�U�T0N SHALL CONFORM T� 23. ALL D FqpEQ G MINIMUM OF 3 FEET MEASURED FROM THE TOP OF THE P|PE, OVER THE YD(@ YARD DRAIN LP LOW POINT CU��RE(TSTANDARDS UNLESS OTHERWISE '---- �--''^^ PAVING AND MATERIALS AND CENTERLINE OF THE PIPE. THIS INCLUDES ALL HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. DSo DOWNSPOUT�|��H / �U�\[� 24 ALLYYATERAPP�RTENANCEGARG�DBELOCATEO(�UT0DE�FRO�DG0ED\TCHEG ' 13.CURB CUTS VY|LLBEPROV0EDATTHE HEADS OFTHE BARR\ER,FREEPARK|N�GPACEG'�CCE�GA|�LE� ' ' -----' V�\T�� COURSE ' - �� 25 NOEADENDLINES SHALL 8ERODDEOTOPROVIDE ADEQUATE RESTRAINT FOR THE VALVE DUFUNGAFUTURE EX[ENS0NOF GVO GM 0 GAS VALVE / METER BW�� BENCHMARK 14. SOILMATERIALBESTOCKPILED AND ITS O/Sp08|T0NDETER&4/NEDBYENGINEER VVH|LETHE EARTHVYORKASPECT ' ,"^,�"" `r OFTHE SITE VVORK0STILL UNDERVVAY. THE LINE. OHE- OVERHEAD ELECTRIC (EX. PRO15.) CG-2VDOTSTDHEADER CURB 26 ' 15.ALLGPR|NGG�HALL8ECAPPEOANDP/PEOTOTHENEA�EGT�RA|N/A8EVVAYURD|�ECTEDTOA8TOR0|GEYYERAGEGTRU�TURE ' RECORDED _UGE- UNDERGROUND ELECTRIC pM0p) ��-�VD�T STD. �U�� �� GUTTER ' r TO THE wnHIS ncrncScnv^n,E / AS THE onos,FOR THE nnaL* THE DATA nECvn APPROVALS SHEET ^ ' '^ ' SHALL BE|NACCORDANCE WITH THE REOU|REMENT0AS SPECIFIED /NTHE &C.G.&AS-BUILT PLAN CHECKLIST, LATEST EDITION. PP,O` POWER POLE CG-12NlOTSTD. HANDICAP RAMP 37 DONTHE N SIDE OF HC HANDICAP PARKING SYMBOL 'SR 631 - RIO ROAD. A TAP INTO THIS LINE IS TO BE ACCOMPLISHED VIA A JACK & BORE UNDER THE ROADWAY, � �'' ' ' ALL DUCTILE -'IRON -'-PIPE SHALL GUYae GUY WIRE DIP DUCTILE IRON PIPE pECLASS v2UNLESS OTHERWISE NOTED. ALL POST -METERED POTABLE SUPPLY LINES SHALL ocCOPPER. EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE ZMAO343PROREZONING CONDITIONS: 28' SANITARY SEWER EFFLUENT SHALL BE COLLECTED IIN ONE OF TWO NEW SANITARY SEWERAGE SYSTEMS AND DIRECTED TOWARD ' ^-'^" CVNNECUVNbK)UE�MADE TQANEX�UNGOYOTEM\T/`/nv�v^»' CONCURRENT WITH WHICH SEPARATESTHESUSUBJECT SITE ETRANSFORMER CMp CORRUGATED METAL PIPE FROM THE SQUIRE HILL APARTMENT COMMUNITY. SANITARYSHALL BE SOT E NOTED.. �---'APPLICATION'LANENT�LElGLENy000°""~pLACF -OHT- OVERHEAD COMMUNICATIONS /[X' / pROp^\ PVC pOLY\INyLCHLOR|DE PIPE DATED ----M-ER22-�K��RCH�N---��L�VEDTO'~-~^^~~''ETHE REQU1��DPARK/N�`'�`"'pROV�DBYTHEZ~`'`GADKI�'~'R�fOR' 29. POSSIBLE ND COMMUNICATIONS /E� PROP.) HDPE ����-��@��TYp�L\ETHYDNE PIPE REQUIREDAND IN THE SAME GENERAL ALIGNMENT AS SHOWN ON THESE PLANS. ANY ij -----CTED GPU842'SPGC|ALU8EPERN|TOOND|T|0NS' BY THE WHO SHALL COORDINATE WITH UTILITY PROV0EROTOENSURE PROPER SIZE, NUMBER AND PLACEMENT OFr16, PEDcj UTILITY PEDESTAL VC VITRIFIED CLAY PIPE ASSOCIATED +. l' MCONCEPTUALTO DEVE 30. DIMENSIONS,FFE FINISHED FLOOR ELEVATION WITH ACCOMMODATE - --�-pAR�NG TBR TO BE REMOVED WHEN APPROVED 8YTHE ZONING ADMINISTRATOR. BUT ADJACENT TO A MIN T-WIDE PAINTOUT AISLE. DLEHCSPACES SHALL BEADJACENT TOAMINPAINT-OUT o AISLE. HANDICAP ARE TO BE 'EARLYDELINEATED VIA THE USE 0FADAHCPARKING SIGNING AND ANHCPAINT OF 14 TBT TO BE TRANSPLANTED 2. FINAL ELEVATIONS OF THE BUILDINGS SHALL 8EREVIEWED APPROVED BY THE DIRECTOR0FPLANNING PRIOR T0FINAL SITE PLAN SYMBOL ONTHE PAVEMENT WITHIN THE SPACE ITSELF. APPROVAL TO ENSURE CONSISTENCY WITH THE ELEVATIONS PROVIDED HEREIN, DATED AUGUST 35,2003. 31. - 3. |�� ' � DECORATIVE POLES, COMMERCIAL UNITS PLACED WITH THE PARKING `COMMERCIAL PARKING THE APPLICANT SHALL CONSTRUCT, IN ITS ENTIRETY, A SECOND COMMERCIAL ENTRANCE TO THEIR PROPERTY FROM THE MALL ACCESS AREA SHALL BE COACH LANTERN -TYPE FIXTURES ON FIELD' DIAMETERROAD IN GENERAL ACCORD WITH THE CONCEPT PLAN ENTITLED, CONCEPTUAL DEVELOPMENT PLAN GLENWOOD STATION / PLACE, ARE TO BE MOUNTED UPON CONCRETE PEDESTALS TO PREVENT DAMAGE BY VEHICLES. PEDESTALS SHALL BE 151N ANDDATE JULY 11 2003, SHOULD THE COUNTY ENGINEER DECIDE IN THE FUTURE THAT, FOR REASONS ASSOCIATED WITH NEW ' ON THE FASHION SQUARE MALL PROPERTY, THE ENTRANCE SHOULD BE RESTRICTED, SAID ENTRANCE SHALL BE CONVERTED BY DEVELOPMENTPLACEMENT AND EXTEND 41 ABOVE ADJACENT GRADE SEE POLE MANUFACTURER FOR ALL LIGHT POLE BASE DESIGN REQUIREMENTS, CONDUIT |M� |�C�ENG|��00���D|N�E�/�Q���C|�UO��DW�NG APPLICANT, PRESENT OWNER OR OWNER'S ASSOCIATION INTO AN EMERGENCY MEANS OF ''� ASGOC�TEDW�HTHE G�E�GHT�Q. ES/8LLAUE. UNOF8ATE8.BOLLARD�OROTHER��V|�8|DEY04LK8SHALL BEPROVIDED INGRESS ENTIRE'~^^` "" �""'`"" -'-----'-^C'^^ - D FRONTAGE '`^_^82.ALL PAINT -STRIPING SHALL BE4"WIDE, WHITE TRAFFIC -QUALITY PAINT. 4. @3.8U�PERBLOCK8ARE��BEPROV|O�O�(]RE��HPARK!NG�PA�EL�CATEDADJAC�NTTO�3.�V0DEG|DEVVALK. ' AGYYELLA8A�FTYP U�TRU�TURE TVyENT���OT�-''\--�----'~''-'^~~KfY��'^"`""°E/' FEBO/� V08� THEGC\U|REH|LLDEYELO�NE��TO '-THE��qUTH. - `--'''^^^'`~'^'~'''^'`'' '~~'p"/"'`"'"'"'`"^�""rr�nm�»vx'»`� 34.UNLEGGOTHERYY|GEN�TEDALL�ON�RETEP|PE8HALLDERBNR]R�EDCON�RETEP|PE'�LA8�Ui '�= ~~ °~°� TMP 61-131 SHOPPING CENTER ASSOCIATION D.B. 1908 P. 726-730 D.B. 1536 P. 262-270 ZONED PDSC w p 1�� 1® 7 0 0 25' 50' 100, 200' CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 SCALE: 19) = 50 ISSUED: 10-11-04 DRAWN BY: MEK 1. 10-11-04, CO./ACSA COMMENTF 2. 11-15-04, CO. CMTS/GEN- RE' 3. 12-6-04, CO. ENG./SWM R]P 4. 1=10-05, CO./ACSA COMMr \� All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, I.I.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. ® TERRA PARTNERS, LLC OF 14 CIVIL ENGINEERS LANDSCAPE PE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 ZCATLMI ; 'i ' -ZV ISSUED: 10-11-04 DRAWN BY MEIN REVISIONS: 1. 10-11-04, CO./ACSA COMMENTS 2. 11-15-04, CO. CMTS/GEN. REVS. 3. 12-6-04, CO. ENG./SWM REVS. 4. 1-10-05, CO./ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, I.I.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, I.I.C. ® TERRA PARTNERS, LLC OF 14 CIVIL. ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 kith STREET, INE ICI IARLOTTESVILLE, 'VIRGINIA 22902 PH. 434--295-6496 FAX 434-296--6497 ALTN p7b �—� v® � .Alan G. Franklin � Uc. No. 35326 L>S/ ISSUED: 10-11-04 DRAVVN Y: ME! REVISION& L 10-11-04, CO./ACSA COMMENTS 2, 11-15-04, CO. CMTS/GEN, REVS. 3. 12-6-04, CO. ENG./SWM REVS. 4. 1-10-05, CO./ACS.A COMMENTS S. 1-31-45, ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. Q TERRA PARTNERS, LLC OF 14 ;•rl•� 515 515 n - EXISTING RADE PROPOSE GRADE / -- -_ SD / s G8 STA 12 1 65.57 / SD G5 SD G6 _ ^' - STA 15+95.26 SD A7 (EXISTING) RIM 51� 75 STA 13+58. 7 STA 14 44.88 - R�M 514.50 STA 10+00 INV. IN / RIM 517.98 RIM 51 ,50 - INV. OUT 510.50 FRIM 507. 3 SD G3 INV. IN �606.88 / 11.75 / INV. 8 INV. IN 08.89 INV-ENS 1 00 F " - Sl`A t2�14 09 75- O T 5 INV. OUT 5 7.58 INV. IN 13.44 SD G7 INV. I N 5 1.00 EX ! _ RIM 514.00 INV. O T 506/78 V. O T 508.79 RIM 514. 0 INV. IN 4 7.53 (24') - '` EXISTIN GRADE INV. IN 50 24 / -- INV. IN 5 95 INV. IN 4 7.53 (15") -- - -` � PROPOS D GRADE INV. IN 509 49 / INV. OUT 5 09.85 INV. OUT 497.43 (30') ,- - \ INV. OUT 5)6.14 / �-f SD G2 'STA 11 + 03.05 RIM51012 SD 1 INV. IN 504.47 / - STA 10+27.40 INV. IN 05.93 / O RIM 07.42 INV.OU 504.37 INV. IN 502.48 INV. OUT 502.38 `` - `- / 1" MIN. 55 LF O15"HDPE@1 ° 00/o S PARATION - - 6.5 LF OF 15" IDPE @ 1.28% 93 LF OF 18" HDPE @ 0. 5% b1.5 LF OF 18" DPE @ 1.05% 11 LF OF 18" � PE @ 1.50% 18" HDPE @ 2. 0 75.5 LF OF 5 $ 5.0 HDpE P LO W Z W W tL o 10+00 11+00 STORM PROFILE G SCALE: 1"=20' H;1"-5' V 520 515 SD G2 STA 10+00 RIM 510.12 INV. IN 50 .93 (16) INV. IN 504.47 (18') INV. OUT E 04.37 (18') \ EXISTING GRADE \ PROPOSED GRADE \ SD O STA ,1 0+22.76 \ RIM 10.39 INV. UT 506.39 23LFOF15'. \ HDPE @ 2.00% \ 525 520 515 i i t t 520 520 515 515 510 510 505 13+00 SD G3 STA 10+ 0 RIM 514.00 INV. IN 5)9.49 (15') INV. IN 5)6.24 (18') INV. OU 506.14 (18') \ SD P1 \ STA 10+ 20.71 ICI-M-5-43 9a- INV.OU 509.91 \ \ 21 LF C F 15" \ HDPE 2.00% 10+00 10+40 STORM PROFILE P SCALE: 1"=20' H;1"=5' V E ISTING GRAD _ ---- P ---- OPOSED GRADE ---- ----� - - SD T2 STA 10+15.27 RIM 527.00 INV. IN 520.51 INV. OUT 520. 1 SD T a� r��1--- RIM r,25.00 INV. OUT 521.00 63,5 LF O 15" HDPE @ 0.77% 16 LF OF 15" HDPE @ 1.00% T1 IN . OUT 520.25 10+00 STORM PROFILE T SCALE: 1"=20' H;1"=5' V 520 520 515 515 510 510 SDI G4 STA 10+0 RIM 515.75 INV. IN 511.75 INV. IN 5 INV. OUT (15') 6.88 (18') 506.78 (18 SD Q1 STA 1 C RIM 51 INV. 01 +45.34 F.57 JT 513.07 45.6 LF OF 1 " HDPE @ 2.90 0 EXISTING GRADE PRO OSED GRADE 10+00 10+60 STORM PROFILE (� SCALE: 1"=20' H;1"=5' V 540 525 535 520 530 515 525 510 520 505 515 500 15+00 520 530 515 525 510 520 505 515 16+00 SD G6 STA 10+)0 RIM 519 50 INV. IN 13.44 (16) INV. IN 08.89 (15") _ - INV. OUT 508.79 (15') EXISTING GRADE PROP SED GRADE S S1 S A 10+52.52 R M 520.50 I V. OUT 514.50 53 LF 1 " HDPE @ 2, ° 10+00 10+60 STORM PROFILE S SCALE: 1"=20' H;1"=5' V SD R2 RIM 522.0028 SD R1 IN . OUT 518.00 STA 11 + 8.58 RIM 521. 3 SD G4 EXISTING GRADE INV. IN 5 7.58 STA 10+0 PROPOSED GRADE INV. OUT 517.48 RIM 515.75 INV. IN 509.75 (15') INV- INV. IN 5 6.88 (18') INV. OUT 506.78 (18') N 5r O DPE 5$,5 LF �' 1 LF OF 15" \ DPE @ 2.00% \ 10+00 STORM PROFILE R SCALE: 1"=20' H;1"=5' V 11+00 525 515 C�1�1l� 530 525 W 515 rr1�J 515 515 ]PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 r j i O M-TH ®� Y Alan G. Franklin Uc. No. 35326 rr s�tON��L G SCALE: H 1 "=209 v 199=59 ISSUED: 10-11-04 DRAWN BY: MEK REVISIONS. L 10-11-04, CO./ACSA COMMENTS 2. 11-15-04, CO. CMTS/GEN, REVS. 3. 12-6-04, CO. ENG./SNVM REVS. 4. 1-10-05, CO./ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, I.I.C. ® TERRA PARTNERS, LLC SHEET �/�lG16;- OF 14 ml 535 530 525 520 515 --- ( [ f ) I ! l I { 1 ( 1 ! EX STING GRADE I I ----- - --- - --- - - -I- _ � I f PROPOSED I GRADE i I I i ► � ! I ! � ( I I � � -I I -SS i I ! I MANHOLE I STA 14+55.67 I DOG 5 OUSE MH j I ! 1 I EXISTING G� i ADE ' ( i I I I RIM 523.61 I INV. IN 518.54' � / [ I ► STA + 116 04.38 I f I i PROPOSED GRADE I [ I I I [ INV. OUT 518. I / 4 / / SS A4 MANHOLE STA 14±95;55 ! I j 1 RIM INV. INV. 29.00 TIN 52450 . OUT 524.30 i I RIM 525.20 a INV. IN 520.0pp INV. OUT 519l80 ! ! ! I f ► i I f I _ _ I_ _ \ `` # ; j EX. 8 „ HOLE LEM . -3 {P.IMo M_ - I ___MAN ------- ------ 112+29.18 \ 12+81.17ST RIM 516.95 1 - COVER, TYP. °U A10RIM518.0Q INV IN 511.14 OUT 510.94 INV. 1 512.80 UT 512.60 I PVC i 10 8tNV. 35,89 LF0�INV. I o 3. 1 SS S i I � � ( PROPOSED DOGHOUSE i MANHOLE CONSTRUCTED O ER THE NHOLE 1 ! I ? \ "- �. ! 1 I 1 I I EXISTING SEWER MAIN ITH THE FOL OWING CONDI� IONS: iI0+00 j [ ( � I \ - ' 3.2 /° I ! ! ! ;,10.25 LR 504.25 (SS-S f I � I _, - 9L F ! CONTRALTO 8"PV SEWR, C ROVER j TO INSTALL PROPOSED OV R EXISi EXISTING8 TCUT I A THE E ISTING S EWER ----DURING--AL-L--PHASES-Ot--THE-E-XCAVAT10N-AND--GONSITRUGTION-TO_ PREVENT' DAMAGE TO, E SHALL B LINE L OR DEFLECTIO�1 ADE UAT � Q EL QF THE SEW�R SUPPORT Y SUPPORTED MAIN• AND I 504 05 (SS-I'S) i I WITHOUT DAMAGING EXISTING I { i = ,� 0 pO F8" PV3'04°ICONSTR 1A'8 i I ;FILLED SEWER. EXISTING WITH ILOWABLE TC SEWE TO BEB) FILLAND THE MANHOLE BUILT I CTED IN ACC `ILL OVER THE EXI RDANCE WITHITHE -( TING SEWER REFERENCED MINE SHALL BE I _._.-_- --- _-.____. i_.___.__-___.. 8" SDR 35 SEWER, TNP. VC SAN. ! F , �- I ABANDONED IN ' RE;ROUTEQ PLACE AFTE FLOW R TO PROPOSE SEWER. I S CIFI I PE ,AT ONS AND APPROVED PRIOR TOO BE TESTED[, P ENING OF TH I FULLY INSPE EXISTING SE ETED, AND1 ER AND.__._______--._ I i I � T �' MINIMUMI I ► { , ____-__-__ ___._-__-�__L_____ _.___.``.--_._ { -----__- ---_----_____-I----_.____ ------ -�- ---- --- _ _ REL-}tREO�'ING-SEWAGE-�L-E3VV-IN-TO-NEW-SYSTEM-----{- --_--- -- -- --------� j OVER, TYP. I i ?°° 2 `I i 12 MIN. ( SEPARATION I ! ' i ( [ [ I i I !t ! i i I I C)WHEN FLOW IS REDIRECTED ABANDONED OUTLET IN' INTO T DOWNSTREAM E NEW SEWER, 11 EXISTIN THE MANHOLE 25 1 LF OF S " pV I I I I I I I ! I SHALL BE COMPLETELY! SEALED OVER.ISUCH THAT ITIIS NO LONGER` I s LO VISIBLE. i i - - --- - -- - - �m ,a EY -OVEEVY-MAGMINR EX.-V SANITAR-Y-- -I- ^-- ^- ---- !� I Z SEWER LANE AS PROPOSED PROGRETSES. EXCAVATION NEAR ITS ALIGNMENT ,I I 504.25 _ [ Z ( Z � -j I O w !Z [ I iO Ih- I }- "`� i I I � ! I j � I i + I j I I � ! Q i ( ► I I k Q� f-- Cq z i- [ H j I I i ( 1 1 i � I : U F- �, i I ► ' I 1 If SANITARY SEWED. PROFILE A SCALE: 1"=20' H;1"=5' V •i ' ' 11 +00 STRUCT. # STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION G8 DI-1 N/A 514.50 510.50 55 LF OF 15" HDPE @ 1 A0% G7 DI-1 N/A 514.50 509.95 509.85 1 96 LF OF 15" HDPE 1.00% G6 MH-1 NIA 519.50 508.89 508.79 $6.5 LF OF 15" HDPE @ 1.28% G5 DI-3A N/A 517.98 507.68 507.5$ 93 LF OF 18" HDPE 0.75% G4 MHA N/A 515.75 506.88 506.7$ 51.5 LF OF 18" HDPE @ 1.05% G3 MH-1 N/A 514.00 506.24 506.14 111 LF OF 18" HDPE 1.50% G2 MH-1 N/A 510.12 504.47 504.37 75.5 LF OF 18" HDPE 2.50% G1 DI-36 6' 507.42 502.48 502.38 27.5 LF OF 18" HDPE S.Op% A7 EX EX. 507.03 501.00 497.43 T3 DI-3A N/A 525.00 N/A 521.00 63.5 LF OF 15" HDPE @ 0.77% T2 MH-1 N/A 527.00 520.51 520.41 16 LF OF 15" HDPE 0, 1.00% T1 FES N/A N/A 520.25 R2 DI-26 6' 522.00 N/A 518.00 21 LF OF 15" HDPE 2.00% R1 MH-1 N/A 521.93 517.58 517.48 158.5 LF OF 15" HDPE 0, 4.8$% G4 MH-1 N/A 515.75 509.75 506.78 S1 DI-1 NIA 520.50 N/A 514.50 53 LF OF 15" HDPE 2.00% G4 MH-1 NIA 515.75 513.44 506.78 Q1 DI-36 6' 517.57 N/A 513.07 45.5 LF OF 15" HDPE @ 2.90% G6 MH-1 N/A 519.50 511.75 508.79 P1 DI-26 6' 513.91 N/A 509.91 21 LF OF 15" HDPE 2.00% MMH-1 N/A 514.00 509.49 506.14 01 DI-213 6' 510.39 N/A 506.39 23 LF OF 15" HDPE 2,00% G2 MH-1 N/A 510.12 505.93 504.37 STRUCT. # STRUCT. TYPE RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION A5 *'MH 529.00 524.50 524.30 104.83 LF OF 8" PVC 4.10% A4 MH 525.20 520.00 519.80 35.89 LF OF 8" PVC Q 3.50% A3 MH 5.23.61 518.54 518.34 170.49 LF OF $" PVC a 3,25% A2 MH 516.95 512.80 512.60 4$ LF OF $" PVC 3.04% Al MH 518A0 511.14 510.94 225.31 LF OF 8" PVC 2.97% S8 EX. MH 510.25 504.25 504.05 * DOGHOUSE TYPE STRUCTURE TO BE CONSTRUCTED OVER AND AROUND LIVE LINE 530 525 520 515 510 M 500 -----_..-----------r--._____-__----- _-----__.__._ - ' - - I I 1 I I I I ErXISTING GRADIE A ROPOSED GRADE � � i- f I I _--T , c ! I 1 1 2" TYPE K CO;i j W f ERLINE, TYP.j, � I I I � ! ! ► ! i i ! _---_ - I --�_ -- --- __ _ --_ --i-- -- ---I ! ! - ---- ---i ► I I I CONNECT To j i ! I i i ' I EXISTING 6" TTUB 4 I i j I I I TMINIPVIUM COVER, TYP. I -{ [ ( I ( 6" CLASS 5 'DIP I I 12" MIN. I ---- y t 1. r-- - [ Q ; WATERLINE, TYP. { ; SEPAR ITION; TYP. I I I I II EX. 8" STUB I I w -- -- { I ( Z ! [ I W _ 18" MIN. 6 I , U j I U- ;w- SEPARA ION; TYP.co :D It I °z w w [ o I I o ! O O �' _ - - ------ - -- - - -- -- I Z [ z i 2 - - cm--__ _ _ - - -''- -- - w. _ --- O w O w; w Qm [ ► i� J w 4 Um4 D ~(7 o zp [ I 0 N �p X _ 0 <C 1 ! i LL _ co _ { -- ? M O cr3 X <C 9 10+00 11+00 12+00 WATERLINE C PROFILE SCALE: 1"=20' H; V=5' V i ----_--{----------._ -.____-____ DER I i i I I I I ► [ p I 1 Uj 1°a [ j OZ 0. w 00 I I M ►Z0 W 6 Q <~C I J L L- 0 Zo 13+00 540 535 530 525 520 N 510 525 520 CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434--295-6496 FAX 434-296-6497 Alan G. Franklin Uc. No. 35326 AL SCALE: H 1"=20' V 1"=5' ISSUED: 10- 1-04 DRAWN BY.- MEK REVISIONS: L 10-11-04, CO./ACSA COMMENTS 2. 11-15-04, CO. CMTS/GEN. REVS. 3. 12-6-04, CO. ENG./SWM REVS, 4. 1-10-05, CO./ACSA COMMENTS 5. 1-31-05, ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC SHE]E°T° OF 14 FIG. S-2 TD-6 FIG. S-I-A TD-1 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE FRAME & COVER AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS (SEE FIG. S-I-D,E) INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE STREET SURFACE OR TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED NON -PAVED AREA TO THE MANHOLE. SLOPED AREA -� 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL, V-0" MAX 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 2'-0" 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM "WEDG-LOW TYPE DIAMETER OF 4„ . 2' MIN RUBBER COATED STEEL ° ° STEPS OR APPROVED 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER pow.EQUAL CAST IN PLACE 3'-0" MIN OF 3 FEET. PRECAST REINFORCED CONCRETE SECTIONS 12" MIN SALT "0" RING SEALS 4 16" MAX TREATED MINIMUM ELEVATION a 2 x 4 DIFFERENCE ACROSS M.H. 5"l. 4'-0" FINISHED GROUND IN 51; MARKER FROM INLET TO OUTLET SHALL BE 0.20 FEET, CONCRETE VARIES DEPTH OF FLOW FILLETS o CHANNEL TO BE 314 DIAMETER OF ; CONTRIBUTING - SEWER. ° ° A FILLETED INVERT FOR A SMOOTH ' ' : & .• 12' TRANSITION OF FLOW BETWEEN PLUG END OF INLET & OUTLET PIPE SHALL BE MAIN LINE SERVICE LATERAL PROVIDED. MIN. 6" BEDDING SECTInN W/ NO. 68 STONE R SEWER SERVICE LATERAL CONNECTION DETAIL U-011 N.T.S. FIG. W-4 TD-17 KENNEDY GUARDIAN (K-81A) MUELLER CENTURION (A-423) AOR APPROVED EQUAL NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES o Ivury _ 2' TO 10'► -! (270°) 1 7 CU. FT. 18" VALVE BOX \. M • 6" GATE VALVE a 8" X 6" TEE WHEN THE SOIL IS DISTURB THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2-3/4" RODS SHALL BE GALVANIZED THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. . [bollu l • al 1 I I� 111 f�) I" .�� \ I �� I' \"ISM) INI �I I DETAIL ;ONC. BASE i SLOPED TO FLOW VEL 1/4" : 1' MIN r U-004 N.T.S. FIG. S-1-B TD-2 NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE FLEXIBLE CONNECTION CONNECTION " BOOT " WITH STAINLESS STEEL INSTALLED BAND OUTLET TY Po MANHOLE (PLAN SHOWING BRANCH TIE -ITT NOTES: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN SECTION 4 NOl NO (FL/ SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2) THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. III III I IF"El1 � I„ � 114 BEND COUPLING 1I MUELLER NO. H-15069 (3/4", 1") LOCKWING NO. H-15068 (1 1/2", 2-) ANGLE -� FORD NO. L02-33 (3/4") VALVE _�_ NO. L02-44 (1") NO. L02-66 (1 1/2") 36" MIN. NO. L02-77 (2") -' OR APPROVED EQUAL U-005 N.T.S. FIG. W-6 TD-19 R R CAST IRON LID �r FINISHED GRADE �I I I= 10"-15" +' BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL -_ IN UNPAVED AREAS -1 COPPERSETTER (PLACED ON STONE) j� I I FORD VV72 (5/8"x3/4") I I� VV74 (1") OR APPROVED EQUAL METER 4" STONE BRICK AS BEDDING NECESSARY CORPORATION STOP (3/4", 1", 1 1/2", 2") MUELLER NO. H-16000 FORD NO. F-600, OR APPROVED EQUAL Z CV Z co co FIG. W-5 TD-18 PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE\ FIG S-I-D TD-4 SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED DARD LETTERS 3S OTHERWISE FIED b DETAIL . ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO, 4905 (SCREW TYPE) OR APPROVED EQUAL TOP OF COVER BOTTOM OF COVER 1 i M.J. GATE VALVE MINIMUM AVERAGE 1 -E = I TE I - RING 1901bs. WATER LINE COVER 120Ibs. 310 Ibs. a I�/ i I 2500 P.S.I. CONCRETE 4 2'x Z BEARING AREA. THRUST BLOCK a a 4 4 a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE DETAIL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL EDDING STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL INITIAL BACKFILL NE U-003 N.T.S. FIG. W-2 TD-13 STONE ZSTABLE SOIL OR ROCK NOTE: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR; DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER TYPICAL SERVICE LATERAL INSTALLATION G PIPE INSTALLATION & BEDDING SECTION U-010 � DETAIL U-012 N.T.S. N.T.S. MODEL NO. MH-RCR-2001 OR APPROVED EQUAL 25 1 /4" 23 3/4" 1 3/8" 23 1/2" 7 1 /2" -+--i 2 3/4" 22 1l4" 4 3/8" 24 11 /2" 33 1 /4" TYPICAL MANHOLE OLE FRAME & COVER X DETAIL ml A D .� 4 MIN T SECTION 1-1 o I> max PLUG J n2 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF,%WSW o REQUIRED. M -BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.16 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 111/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2600 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS U-007 N.T.S. FIG. W-3 TD-14 SECTIONU-002 N.T.S. TERRA PARTNERS,LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, 'VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 N1-4t--m ' 41 r Alan G. Franklin 4 U0. No. 35326 �s1axAL���' SCALE: AS SHOWN ISSUED: 10®11m04 DRAWN BY: IVIED REVISIONS: 11. 10-11-04, CO./ACSA COMMENTS 2. 11-15-04, CO. CVITS/GEN. REVS. 3. 12-6-04, CO. ENG./SWM REVS. 4. 1-10-05, CO./ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC SHEET DETAIL U-006 N.T.S. CIVIL ENGINEERS ]LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 T11 dR Alan G. Franklin Uo. No. 35326 SCALE: V) = 20) ISSUED: 710-11-04 DRAWN BY: M EK REVISIONS: 1. 10-11-04, CO./ACSA COMMENTS 2. 11-15-04, CO. CMTS/GEN. REVS. 3. 12-6-04, CO. ENG./SWM REVS. 4. 1-10-05, CO./ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. ® TERRA PARTNERS, LLC SHEET oZ�,ldia�-- Off' 14 GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-31, HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5, STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB --n IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER MULCH LAYER- (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE THAN 3" TAPERING UP TO 1"AT TREE COLLAR. BLEND WITH TO EXISTING GRADE e PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON 12" 2-31' DOWNHILL SIDE OF FINISHED GRADE =�=T `' PLANTING AREA -T I-� IMIENIL PLANTING SOIL MIX II-I_II-II = I . ® '' TRENCH EDGE l_=1T_I=T1= I ' AROUND R MO T P F B --:'t°�i`kYz„ , f: ENTIRE AREA E vE p p U��p x 7rR _ TO BE AND/OR ALL N/C3N-BIODEGRADABLE=111=1TI=11 j;,,� t -TII=1 -- PACKAGING AFTER FINAL -�_�_� "�° ;s.,=��--I MULCHED PLACEMENT OF ROOTBALL1=�I=il "'''r �T=fill -==III-�_-11I- i - i III 11F_11 I - 11=1_TI-Til=_- IT rr_� SCARIFY BASE OF PIT. BREAK ---=� THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY) TO FACILITATE PROPER DRAINAGE �A ROOTBALL PITS CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN, OF 2" ABOVE FINISHED GRADE i FINISHED GRADE -,I . UNDISTURBED SUBGRADE -� CULTIVATE SOIL WITH ROTO-TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE nnn CROWN TOP OF MIN. OF GRADE F► LM:I RETURN EXCAVATED SOIL MPACT ON A SLOPE LIGNEEDED T Y TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE Rntnf ccnrintr_ e n�� L-001 N.T.S. ROW SPACING r r r r r r r r r O.C. r SPACING r r r r r = 'J ROOTBALL r ,�--. BED ' 1I DTH PLAN PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE - PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO-TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK THROUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT'. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PER OPTION 1: VERTICAL STAKING (2) STAKES & GUYINC TREE. SET STAKES 1+ AROUND THE TREE. GUYING A MININUM C HEIGHT OF TREE ANC THE LOWEST BRANCI 9 SECTION, PLAN u 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. ROW SPACING TYP. 4" ,,TYP. FINISHED GRADE TREE (AS SPECIFIED ON DWGS.) TYPICAL STAKING: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2, SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) 45i REFER TO-j A ROOTBALL DETAIL 20 -,%JL. 1 I Yr11 I-L., W%wil- L-002 N.T.S. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) rTREE - ---GALV. WIRE �-HOSE STAKING ENLARGEMENT SECTION, PLAN N.T.S. 9 SECTION N -0 s' PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURINISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL SUBSTITUTES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SECTION 02923 OR BELOW FOR TOPSOIL REQUIREMENTS.. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, SHRUBS, EVERGREENS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT SITE) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER (AS RECOMMENDED IN SOIL REPORT) LIME (AS RECOMMENDED IN SOIL REPORT) 1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND / OR DAMAGE AND AIDVISE LA AND TREE ARBORIST IF ANY OCCURANCE. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT / TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. STAKES ON "HIGH" - SIDE OF TREE ONLY. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS /o� FINISHED GRADE REFER TO TREE ROOTBALL PIT DETAIL COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ING ON SLOPES SECTION, PLAN a:. W IL U. L c 221/2 0 DIRECTION OF SLOPE Z PLAN LLj MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION SEASONAL COLOR (ANNUALS AND BULBS) AND PERENNIAL PLANTING NOTES/SEQUENCE: 1. EXCAVATE BED TO A DEPTH OF 4 INCHES (4% BREAK THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL 6-8 INCHES (6-8") IN DEPTH. 2. SLOPE BASE OF BED TOWARD PERIMETER. 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING MIXTURE BY VOLUME UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS: 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT SITE) 25% HUMUS 15% MULCH (FINGERNAIL SIZED CHIPS, Y4" MAX.) 10% "NATURE'S HELPER (BULB CONDITIONER ADMIXTURE)- FOR BULBS ONLY 5% STERLIZED COMPOSTED COW MANURE 5% SAND (ANGULAR BUILDERS SAND) APPLY COMMERCIAL FERTILIZER (AS RECOMMENDED IN THE SOIL REPORT) APPLY LIME AT A RATE OF 5 LBS. PER 50 SQUARE -FEET (ADJUSTING FOR ACIDIC SOILS AS NECESSARY) OR FOLLOW RECOMMENDATIONS IN THE SOIL REPORT 4. ADD 6 INCHES (6") OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. 5. PLACE ADDITIONAL PLANTING SOIL MIXTURE TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERNNIALS. IF SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND CONTINUE POSITIVE SLOPE TOWARD PLANTING BED PERIMETER. 6. EVENLY SPREAD FERTILIZER AT A MINIMUM RATE OF 2.5 LBS. PER 100 SQUARE -FEET AND RAKE INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB BOOSTER. ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE. DO NOT USE ANIMAL MANURES. 7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON DRAWINGS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5" MUSCARI 5" TULIPS 8" HYACINTHS 8" DAFFODILS 8" IRIS 8" 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. SEASONAL COLOR BED MAINTENANCE: 1. TEST SOIL MIX EACH YEAR FOR FERTILIZER, LIME AND ORGANIC REQUIREMENTS. 2. ADD SOIL AMENDMENTS AS NEEDED IN FIRST YEAR, ADD % THE RECOMMENDED RATE THE FOLLOWING YEARS THEREAFTER. 3. ROTO-TILL BEDS A MINIMUM 14 INCHES (14") IN DEPTH AT EACH PLANTING. 4. PREPARE BEDS AS FOLLOWS, ADJUSTING FERTILIZER AND LIME PER SOIL REPORT TEST): TULIPS FERTILIZER 12-14-8 25 LBS/100 SF LIME 10 LBS/100 SF APPLY APPROPRIATE FUNGICIDE SEE LABEL FOR RATE PANSIES FERTILIZER 6-12-12 25 LBS/100 SF LIME 10 LBS/100 SF APPLY APPROPRIATE FUNGICIDE SEE LABEL FOR RATE ANNUALS FERTILIZER 14-14-14 2.5 LBS/100 SF COW MANURE (ADDING EVERY 4 YEARS) 50 LBS/100 SF APPLY APPROPRIATE FUNGICIDE SEE LABEL FOR RATE 5. RAKE FERTILIZER AND LIME INTO TOP 5 INCHES (5") OF SOIL MIX. L-003 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS 9 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE A ROOTBALL PIT DETAIL SECTION D TREE PLANTING. 9 SECTION, PLAN CH LAYER TIVATED SOIL 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 "-CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABLIZATION MAT STALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED, 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 11. STANDARDS SET FORTH IN'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2') IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36-INCHES (36') IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD TREES, TREES 1-INCH (1') CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 16, ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL [PER ALBEMARLE CODE: 32.7.9.5.B]. L-004 N.T.S. I JLR1j1D_-\A PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE C:HARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 Alan 0. Franklin UC. No. 36320 SCALE: AS SHO VN ISSUED: 10-1I-04 DRAWN BY: SWE REVISIONS: 1. 10-11-04, CO./ACSA COMMENTS 2. 11-15-04, CO. CMTS/GEN, REVS. 3. 12-6-04, CO. ENG./SWM REVS. 4. 1-10-05, CO./ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. 0 TERRA PARTNERS, LLC SHEET �� 9 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES ANC ORDERING, CONTRACTOR TO ALSO SELECT AND DETERMIt DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SP DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIG 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THRO ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC C AT TIME OF ORDER, CONSULT LANDSCAPE ARCHITECT DUF 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVEE NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEV ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT INFRASTRUCTURE OR SYSTEMS, LIGHTING CONTRACTOR 1 DISCUSS AND DETERMINE LOCATIONS, ALL SLEEVING SHAL EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLL CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL STANDARD FINISHES SHALL BE BLACK UNLESS OTHE THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE D 7. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOC THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY Al' WHEREVER POSSIBLE. 8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MC BUMPER. 9. ANY JUNCTION BOXES SHALL BE WATERPROOF. 10. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR S ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL LUMENS. 11. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGI RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS FOOT-CANDLE. 20) I LUMINAIRE LOCATIONS LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ARCHITECTURAL ARM- ONE 250-WATT (CLEAR A 8 AS2 250M SR4W MOUNTED CUTOFF ED-28 METAL HALIDE, Lt110415.1es 20500 1.00 291.6 LUMINAIRE WITH SR4W HORIZONTAL POS. REFLECTOR. ARCTECTURAL ARM- ONE S B 20 AS2 250M SR4SCMOUNTED CUTOFF ER LtIl0399.ies 20500 1.00 291.7 MET/AL LUMIA ESR4SC HOR Z PAS. Location Aim Location Aim Location Aim No. Label X y Z MH Orientation Tilt X Y Z No. Label X Y Z MH Orientation Tilt X Y Z No, Label X Y Z MH Orientation Tilt X Y Z 1 F 11491460. 3915590.0 20.0 20.0 41.7 0.0 0 2 E 11491510. 3915554.0 20.0 20.0 -68.6 0.0 0 3 B 11491550. 3915602.0 20.0 20.0 218.3 0.0 11491550. 3915600.0 0.0 0 0 4 B 11491470. 3915672.0 20.0 20,0 218.7 0.0 11491460. 3915670.0 0.0 0 0 5 B 11491410. 3916632.0 20.0 20.0 130.3 0.0 11491420. 3915631.0 0.0 0 0 6 B 11491360. 3915614.0 20.0 20.0 82.1 0.0 1149�1370. 3915614.0 0.0 0 0 7 B 11491370. 3915672.0 20.0 20.0 114.3 0.0 11491380. 3915671.0 0.0 0 0 8 B 11491400. 3915720.0 20.0 20.0 115.9 0.0 11491400. 3915719.0 0.0 0 0 9 B 11491420. 3915770.0 20.0 20.0 115.0 0.0 114911420. 3916769.0 0.0 0 10 10 B 11491440. 3915819.0 20.0 20.0 118.0 0.0 11491440, 3915818.0 0.0 0 0 11 B 1140500. 3915788.0 20.0 20.0 -63.4 0.0 1140500. 3915789.0 0.0 12 B 11491480. 3915739.0 20.0 20.0 -63.0 0.0 114911480. 3915740.0 0.0 0 10 13 G 11491500. 3915648.0 8.0 8.0 218.4 0.0 114911490. 3915646.0 0.0 0 10 14 G 11491520. 3915628.0 8.0 8.0 229.5 0.0 114911520. 3915627.0 0.0 0 10 15 A 11491650. 3915656.0 20.0 20.0 131.2 0.0 114911650. 3915654.0 0.0 0 10 16 A 11491600. 3915608.0 20.0 20.0 134.0 0.0 11491600. 3915606.0 0.0 0 0 17 A 11491560. 3915570.0 20.0 20.0 157.0 0.0 11491560. 3915568.0 0.0 0 0 18 A 11491690. 3915618.0 20.0 20.0 -50.3 0.0 11491690. 3915620.0 0.0 0 0 19 A 11491630. 3915556.0 20.0 20.0 -42.8 0.0 11491630. 3915558.0 0.0 0 0 20 A 11491560. 3915516.0 20.0 20.0 -143 0.0 11491560. 3915518.0 0.0 0 10 21 A 11491500. 3915476.0 20.0 20.0 62.6 0.0 114911500. 3916477.0 0.0 0 10 22 A 11491640. 3916440.0 20.0 20.0 42.8 0.0 1149,1540. 3915442.0 0.0 0 (0 23 F 11491620. 3915463,0 20.0 20.0 128.0 0.0 0 24 F 11491690. 3915404.0 20.0 20.0 -50.3 0.0 0 26 B 11491830. 3915420.0 20.0 20.0 -50.4 0.0 11491820. 3915422.0 0.0 0 0 27 B 11491780. 3915366.0 20.0 20.0 -51.5 0.0 11491780, 3915368.0 0.0 0 0 28 C 11491770. 3915335.0 20.0 20.0 218.4 0.0 11491770. 3915333.0 0.0 0 0 29 C 11491710. 3915323.0 20.0 20.0 41.4 0.0 11491720. 3915325.0 0.0 0 0 30 B 11491890. 3915284.0 MID 20.0 127.7 0.0 11491890. 3915283.0 0.0 0 0 31 B 11491930. 3915142.0 20.0 20.0 34.2 0.0 11491930. 3915144.0 0.0 0 0 32 B 11491870. 3915180.0 20.0 20.0 35.7 0.0 11491870. 3915182.0 0.0 0 0 33 B 11491950. 3915209.0 20.0 20.0 213.2 0.0 11491950. 3915207.0 0.0 0 0 34 B 11491810. 3915222.0 20,0 20.0 3616 0.0 11491810. 3915224.0 0.0 0 0 35 B 11491760. 3915262.0 20.0 20.0 41.7 0.0 11491770. 3915264.0 0.0 0 0 36 G 11491830. 3915295.0 8.0 8.0 222.7 0.0 11491820. 3916293.0 0.0 0 0 37 G 11499800. 3915313.0 8.0 8.0 217.9 0.0 1140800. 3915311.0 0.0 38 G 11491700. 3915483.0 8.0 8.0 214.9 0.0 11491690. 3915481.0 0.0 0 0 39 G 11491670. 3915503.0 8.0 8.0 222.8 0.0 11491670. 3915501.0 0.0 0 0 40 D 11491760. 3915450.0 20.0 20.0 0.0 0.0 11491760. 3915452.0 0.0 0 0 41 B 11491460, 3915690.0 20.0 20.0 -67.7 0.0 11491460. 3915691.0 0.0 0 0 42 C 11491440. 3915545.0 20.0 20.0 18.4 0.0 11491440. 3915547.0 0.0 0 0 43 G 11491430. 3915523.0 10.0 10.0 166.5 0.0 11491430. 3915521.0 0.0 0 0 44 G 11491460. 3915495.0 10.0 10.0 -11.4 0.0 11491460. 3915498.0 0.0 0 0 45 G 11491420. 3915486.0 10.0 10.0 -8.3 0.0 11491420. 3915488.0 0.0 0 0 46 G 11491370, 3915476.0 10.0 10.0 -10.1 0.0 11491370. 3915478.0 0.0 0 0 47 G 11491280. 3915492.0 10.0 10.0 167.5 0.0 11491280. 3915489.0 0.0 0 0 48 G 11491330. 3915503.0 10.0 10.0 167.8 0.0 11491340, 3916501.0 0.0 0 0 49 G 11491380. 3915513.0 10.0 10.0 164.6 0.0 11491380. 3915511.0 0.0 0 0 50 G 11491170. 3915433.0 10.0 10.0 -12.0 0.0 11491160. 3915436.0 0.0 0 0 51 G 11491110. 3915457.0 10.0 10.0 169.0 010 11491110. 3915455.0 010 0 0 52 G 11490930. 3915384.0 10.0 10.0 -13.4 0.0 11490930. 3915386.0 0.0 0 0 53 G 11490890. 3915376.0 10.0 10.0 -11.7 0.0 11490890. 3915379.0 0.0 0 0 54 G 11490940. 3915423.0 10.0 10.0 166.0 0.0 11490940. 3915421.0 0.0 0 0 55 H 11490850. 3915452.0 10.0 10.0 219.7 0.0 11490840. 3915450.0 0.0 0 0 56 H 11490820, 3915475.0 10.0 10.0 219.0 0.0 11490820. 3915473.0 0.0 0 0 57 H 11490780. 3915415.0 10.0 10.0 42.3 0.0 11490780. 3915416.0 0.0 0 0 58 H 11490810. 3915389.0 10.0 10.0 38.7 0.0 11490810. 3915391.0 0.0 0 0 59 H 11490850. 3915360.0 10.0 10.0 38.4 0.0 11490850. 3915362.0 0.0 0 0 60 G 11490810, 3915357.0 10.0 10.0 128.5 0.0 11490820. 3915356.0 0.0 0 0 61 G 11490780. 3915321.0 10.0 10.0 128.9 0.0 11490790. 3915319.0 0.0 0 0 62 G 11490940. 3915362.0 10.0 10.0 258.0 0.0 11490940. 3915361.0 0.0 0 0 63 H 11490960. 3915313.0 10.0 10.0 267.0 0.0 11490950. 3915312.0 0.0 0 0 64 H 11490880. 3915434.0 10.0 10.0 204.7 0.0 11490880. 3915432.0 0.0 0 0 65 H 11490900. 3916433.0 10.0 10.0 169.0 0.0 11490900. 3916430.0 0.0 0 0 66 G 11490900. 3915336.0 10.0 10.0 79.8 0.0 11490900. 3915336.0 0.0 0 0 67 G 11490900. 3915281.0 10.0 10.0 -11.8 0.0 11490900, 3915284.0 0.0 0 0 68 G 11490840. 3915267.0 10.0 10.0 -10.1 0.0 11490840. 3915270.0 0.0 0 0 69 G 11490770. 3915254.0 10.0 10.0 -8.6 0.0 11490770. 3915257.0 0.0 0 0 70 G 11490860. 3915347.0 8.0 8.0 215.1 0.0 11490860. 3915345.0 0.0 0 0 71 G 11490810. 3915333.0 8.0 8.0 130.6 0.0 11490810. 3915331.0 0.0 0 0 72 G 11490860, 3915301.0 8.0 8.0 -13.5 0.0 11490860. 3915303.0 0.0 0 0 73 C 11491860. 3915267.0 20.0 20.0 211.4 0.0 11491860. 3915265.0 0.0 0 0 STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Cale Zone #1 + 2.4 fc 26.5 fc 0.0 fc N / A N / A 1Dal W, AV WAS of M. IM CIVIL ENGINEERS ]LANDSCAPE ARCHITECTS ]LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 Man G. Franki • . 35321 SCALE: 1)9 = 50' ISSUED: 10-11-04 DRAWN BY: SWE 1. 10-11-04, CO./ACSAi COMMENTS 2. 11-15-04, CO. CMTS/GEN. REVS. 3. 12-6-04, CO. ENG./SWM REVS. 4. 1-10-05, CO./ACSA, CONIN ENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. O TERRA PARTNERS, LLC 0 _ / /-1 VIA fv®® e FEATURES & SPECIFICATIONS INTENDED USE — Streets, walkways, parking lots and surrounding areas. CONSTRUCTION — Rugged, die-cast, single -piece aluminum housing with Catalog Number Notes Type CONTACT SUPPLIER FOR SPECIFIC DETAILS FOR A-G EACH FIXTURE nominal wall thickness of 118". Die-cast door frame has impact -resistant, Architectural Area & Roadway Lighting tempered, glass lens (3110" thick). Door frame is fully gasketed with one- piece tubular silicone and has tool -less entry and resealing. US. Patent No. AS2 D447,590, Canada Patent No. 94324. FINISH — Standard finish is dark bronze (DOB) polyester powder finish, with other architectural colors available. OPTICAL SYSTEM — Anodized segmented reflectors for superior uniformity METAL HALIDE and control. Reflectors attach with tool -less fasteners and are rotatable 20OW, 250W, 32OW, 350W, 40OW and interchangeable. Five cutoff distributions available: Type II (roadway), �'M 10' t0 35' Mounting Type III (asymmetric), Type IV (forward throw), Type IV (wide, forward throw) and Type V (symmetric square). ELECTRICAL SYSTEM — Ballast is constant -wattage autotransformer bal- last standard. 20OW, 320W and 35OW require Super CWA Pulse Start ballast (must order SCWA option). All ballasts are mounted on a removable power tray with tool -less latch and have positive locking disconnect plugs, Ballasts Specifications are copper -wound and 100% factory -tested. Porcelain, mogul -base socket EPA: 1.2ftz with copper alloy, nickel -plated screw shell and center contact UL listed. Length: 28.0 {I1.0 cm) INSTALLATION — Integral arm for pole or wall mounting. Optional mountings D 9 P 9 P 9 Width: 16.5 (41.9 cm) available. Depth: 8.3 (21.0 cm) LISTING — UL Listed (standard). UL listed suitable for wet locations (damp Weight: 45 His (20.4 kg) L location listed in lens -up orientation). SUPPLIER: Illumination Concepts &Sales, SALES REP: Pat Morgan All dimensions are inches (centimeters) unless otherwise specified. 804.358-2300 ORDERING INFORMATION Example: AS2 250M SR4SC 120 SPA SF DNA LPI Choose the boldface catalog nomenclature that best suds your needs and write it on the appropriate line. Order accessories as separate catalog number. AS2 250M TB SPA_ LPI, DDB Series Yoltage Mountin0 Options AS2 200M 120 SPA Square pole mounting (std) Shipped Installed Architectural Colors' AS2 250M 208, RPA Round pole mounting SF Single fuse (120, 277, 347,1Va Tel Standard Colors AS2 320M 2402 WBA Wall bracket (up or down){ OF Double fuse (208, 240, 48OV, fVa TB) DDB Dark bronze AS2 350MI 217 ASKMA2 Mast arm adapters PER NEMA twist -lock receptacle only (standard) AS2400MI 347 OSAS2 Decorative straight arm, (no photocontrol) DWH White 4801 square pole onlys CR Enhanced corrosion resistance DBL Black TB3 DCAS2 Decorative curved arm, QRS Quartz restrike system (25OW Tvxtured Colors square pole onlys maximum, lamp not included) DSPD Dark gray HS Houseside shield (SR2, SR3, SR4W) DSPJ Light gray Drstnbutton SR2 Segmented Type II SR3 roadway Segmented Type III SR4SC asymmetric Segmented Type IV forward throw, sharp Fs R4W cutoff Segmented Type IV wide, forward throw SR5S Segmented Type V square EC Emergency circuit DDLB Black TIP Tamper proof DWHGWhite SCWA Super CWA Pulse Start ballasts D3NH Dark bronze LPI Lamp included as standard DSPE Green L/LP Less lamp DSPG Dark red Shipped Separatelya DSPH Had PE1 NEMA twist -lock PE (120, 208, 24OV) USPF Rust PE3 NEMA twist -lack PE (347V) PE4 NEMA twist -lock PE (48OV) PE7 NEMA twist -lock PE (271V) AS2VG Vandal guard SC Shorting Cap for PER option NOTES: 1 Must use, reduced jacket lamp mpED28. 2 Consult factory for availability in Canada. 3 Optional multi -tap ballast P4a P h st (120, 208, 240, 277V) (120, 277, 347V in Canada). Accessories: Tenon MountingSliplitter 4 Mounted in lens-uporientaion,fixture is damp location listed. Orderas separate catalog number. Must be used with round pole mounting(RPA), 5 Shipped separately. 6 Maybe ordered asanacceasory. Numberoffxtures 7 Additional architectural colors available; see Tenon O.D. One Two(0180" TwoG90' Three6120°Three090° Four@901 www.lithonia.coni for more information. 2-3/8' AST20-190 AST20-280 n/a AST20-320 "/a "/a e Not availahlewith 4U0Mand 480V. 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Outdoor Sheet#.AS2-M AL 130 A PAIDNKING LOT LIGHT I�E`I"AIL N.T.S. WATER STOP TO BE EL A TOt ER1O f)I T%IFR` APPROVED EC)I iIF PIE 10LtT £I MATERIAL. DI .S(t�J�YN ARc AEiSL�1(�T� Mit(1�rtllM, JO INT RLLF.R.-�'.— EXPANSION JOINTS AT ,INTE VAI-S NOT EXGEE DI.N(," 90'. V>rA'r RS'TQP SEE DETAIL IST OFF TH(KNE5 COM E55iON AREA .0I WA L AT. TOP A'i t3A5� AT TOE SECTION ' H' IN �EE`1' "N' IN' FEET I3-;di} 0S. SO.: FT. SQ.FT: +J-. - -I•... (°131 �4E ,fiY3i 621- 2-63 3 a 1t die 1QI0'9 3',93 1 l +. 1/09 8,13 6. kk 2.i..4--7�11 2049 10.83 1 / 21' ,910.'" 2.17r815 � "195 2 2-0 17•.43 as TTj--r1f(1�4" 1 33 3G54 21.33 q9 iY''{`M�I%tk Gg..a�aEa�J ,31 air de.a H,!_'r�c- .y 3718 :F f.l 41Q5O :35..43 t3 T-2%" 4 3Bi 40.93 1{4�-' -ir .--•t 1 7yf�t �krg1�1{2 ay:3: F. fie 4'S�T.!'R 5;kJ43 „7i 6_7 f® ®��ia Catalog Number � Notes FEATURES & SPECIFICATIONS CONSTRUCTION Weldable -grade, hot -rolled, commercial -quality carbon steel tubing with a minimum yield of 55,000 psi (11-gauge), 50,000 psi (7-gauge). Uniform wall thickness of .125" or .108'. Shafts are one-piece with a longitudinal electric resistance weld. Uniformly square in cross-section with flat sides, small corner radii and excellent torsion. Available shaft widths are r', 5" and 6". Anchor base is fabricated from hot -rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base is provided with slotted holes. Base cover is finished to match pole. A handhole having nominal dimensions of 3" x 5" for all shafts. Included is a cover with attachment screws. Top cap provided with all drill -mount poles. Fasteners are high -strength galvanized zinc -plated or stainless steel. FINISH — Dark bronze (DDB) polyester powder standard. Other architec- tural colors available. GROUNDING — A nut holder located immediately inside the handhole rim is provided with a 1/2' - 13 UNC ground bolt and nut. ANCHOR BOLTS — Top protion of anchor bolt is galvanized per ASTM A- 153. Made of steel rod having a minimum yield strength of 55,000 psi. Type A-G Anchor Base Poles S Sh S SQUARE STRAIGHT STEEL SUPPLIER: Illumination Concepts 8 Sales, 804-358-2300 SALES REP: Pat Morgan ORDERING INFORMATION Example: SSS 20 5C DM19 DDB Choose the boldface catalog nomenclature that best suits your needs and write it in the appropriate blank. SSS 20 4C DDB Shaft type Nominal shaft Nominal shaft base size/ Mounting' IF Options SSS length wall thickness Tenon Mounting Shi PP edInstalled Architectural Colors 10 - 39 feet (See back page.) PT Open top LIAO LessAnchorBolts (powderfinish)7 (See back page.) T20 2-3/8' O.D.(2' NPS) VD Vibration Damper Standard Colors Tz5 2-7/e'O.D.l2•t/2'NPS) TP Tamper Proof DDB Darkbronze Nxx" HorizontalArm DWH White T301 3-1/2'O.D.(TNPS) Bracket (I fixture) HANDHOLE ORIENTATION T352 4'O.D.(3-1/2'NPS) FDLxx4 Festoon Oudetless DBL Black electrical Classic Colors Drill Mounting' C DM19 tat90° FGLxx1 Festoon GFI Outlet OMB Mediumbronze lesselecuical DNA Natural - BM28 2at180' 12CPxxl 1/2'Coupling aluminum I- DM28PL 2at180°withoneside 34CPxx4 3/4'Couplfng DSS Sandstone D I i plugged 1CPxx4 1'Coupling `i OM29 2at90° I2NPxx4 1/2'ThreadedNipple DTG Tennisgreen OM39 3at9D' 34NPxx4 3/4'ThreadedNipple ' OM49 4at90° INPxx4 1'ThreadedNipple DOB Brightred A AerisDrillMounfing' HHm4•6 FxtraHandhole DSB Steel blue Handhole DM19AS tat9D° GALV Galvanized finish DM28AS 2at180' NOTES: 1 When ordering tenon mounting and drill mounting for the same DM29AS 2at9V Polo, follow this example: DM28fr20. The combination requires an DM39AS 3at90° extra handhole. 2 3-1/2' and 4" tenons available on 5' and 6" shafts only. OM49AS 4at90° 3 The drilling tomploto to bo used for a particular luminsiro dopvnds on the luminaire that is used. Refer to the Technical Data Section IMPORTANT INSTALLATION NOTES: of the Outdoor Binder for Drilling Templates. • Do not erect poles without having fixtures installed. 4 Specify location and orientation when ordering option. • Factary-supplied templates most be used when setting anchor For 1st "x': Specify the height in feet above base of pole. bolts. Litho rfa will not accept claim for incorrect anchorage Ex am le: 5fr=5 and 20ft-20 Placement due to failure to use facto rytam late. from handhole BCD r d "x'": Specify orientation W, ) Fo 2n p Y• If poles are stored outside, all protective wrapping must be Refer to the Handhote Orientation diagram on this page. removed immediately to prevent finish damage. 5 Horizontal arm is 18' x 2-318" O.D. tenon standard. • Lithonia is not responsible for the foundation design. 6 Combination of tenon -top and drill mount requires extra handhole. • Installation requires grout to be packed under base to ensure 7 Additional colors available; see Architectural Colors brochure, full contact with foundation. form no. 794.3. Outdoor HIM % DETAIL - ;{Iis --SURFAOE OF JOINT 1 P. INT5 WITH ASPHALT 1 - „�n�.m. RA r.�... NOT L.t�r"DED. {gip 14il X sit. '. Yt<t3TFRa1.(F �.., h7.s w } I - HEIGHT IN FT. A. 1' EARTH w 100 LBS, �� � fit P CONCRETE - 150 L OS; ANCLE l . OF REPOSE 1' fix.; t WATERSTOP 78 ORII 6 ACCR, wT 'Fnw tz w " 4 " MIN,GRAD m r r t for T' DRAIN. PtPF 6' i' PART 1�.�2y`" PORCOSl�CKEtL E 900 p FT,_ W.EEP H'.1L E 'dtr I S r-I.. 12'"X 2" 1 r t: r� P A I 1i R EI ST A. Y# -L T C AECO a" f'/ ME Si OR CAL'VANIZED STEED. sVIRE, NIJNIP UI ,.l WINE DIAMETER f ,03'°,44 NIESH HARDWARE LY i Aft 1:11�tb1 1' T Fi HC1R O i�l-,t C EIS C 10SIDDE OF STRUCTURE. SAFE BEARING CA'AC! {'0F SOI L ROCK MINlIVIUtv1 10 O00 2.0 001D LBS, .S T, O . _ r �« F . ... GFA E_ AND, :CJA3 .4E1E SANDrL_ •s 10033 20,0£0 iFa 'SQ> F'`k 4' C> AY IN THICK BEERS. ALWAYt DRY,. ............. 124090 16POU LEIS, Sci , F.T. CLAY IN THICK ES hGDERAF 4Y ihY.. ,3/ 71 n :12 CLCL S.'.4 r t.:LA'f S0F'1`: .. ., .., ........... 2;000 4,I100 LEIS.. SO. FT. COMPACT 1 . �/ . >, t`A "NTF :>. >...>. ....>.. 3 Clfl `1 r T. ,�,AI10 QrtY AL Li WELL E k ,D ,�: .,. 2>t7t�(} L.3�,.54�, i r 4 - 0 . FT _,/•tAI t�11 DRY_-_..-.---- ,,, „ - .,,. >..,.,...... r000 ��C1.0 LBa. SO • r, !' . _ ( IFT i 1 �,L.L;..�vlAi� ;a.C)iLS E i C,.,..,,,.".....,..", ...., ,.+,..^ ....................+.a. 1,000 Z;CI !., .� ?. , DETAIL i F r ?� 9 / I-- 47 4T U"A + � v S' 1 7' r ff e P R Olt y - f ' P, m Y K f w- v 7 ' v7 SJ y t�f v �1 vY 9 k-1 — ___+_ B <1/ICI H 5. NOTEr IF CMAPRESSION AT TOE. EXCEEDS. WE BEARING f.`/ac AGIT`Y` of SOIL, A SPECIAL FOOTING IS TO BE V$E:0.. I EI Tr i O WALL It ( Ct JIJNU E E1' F i�?INI'D BY CONDITIONS,. TO BE t110T 'LESS THAIN 1`'-15" IL .)I I I ( I� ► !') 1 .�I..� ICI II.I. �)0I '' VDOT SM 9.5A SPHALT WEARING COURSE VDOT BM 25 ASPHALT BASE COURSE COMPACTED VDOT 21A STONE BASE )IMPACTED SUBGRADE SECTION P-005 N.T.S. 20 % SECTION Sheet#: Pole-SSS PL - 320 PROVIDE MINIMUM OF V OF FREEBOARD FROM DI TOP TO TOP OF BERM. STRUCTURE MUST PASS 10-YEAR STORM IMITHOUT OVERTOPPING BERM UP TO 1' DI STRUCTURE '\a. RAMP SOIL LAYER UP TO LIP OF STRUCTURE OR PROVIDE STONE PROTECTION AROUND STRUCTURE. IPN/fAr7 9, IPULtd T rim;rin;roo �„N FM47 V, 14il X sit. '. Yt<t3TFRa1.(F �.., h7.s w } I - HEIGHT IN FT. A. 1' EARTH w 100 LBS, �� � fit P CONCRETE - 150 L OS; ANCLE l . OF REPOSE 1' fix.; t WATERSTOP 78 ORII 6 ACCR, wT 'Fnw tz w " 4 " MIN,GRAD m r r t for T' DRAIN. PtPF 6' i' PART 1�.�2y`" PORCOSl�CKEtL E 900 p FT,_ W.EEP H'.1L E 'dtr I S r-I.. 12'"X 2" 1 r t: r� P A I 1i R EI ST A. Y# -L T C AECO a" f'/ ME Si OR CAL'VANIZED STEED. sVIRE, NIJNIP UI ,.l WINE DIAMETER f ,03'°,44 NIESH HARDWARE LY i Aft 1:11�tb1 1' T Fi HC1R O i�l-,t C EIS C 10SIDDE OF STRUCTURE. SAFE BEARING CA'AC! {'0F SOI L ROCK MINlIVIUtv1 10 O00 2.0 001D LBS, .S T, O . _ r �« F . ... GFA E_ AND, :CJA3 .4E1E SANDrL_ •s 10033 20,0£0 iFa 'SQ> F'`k 4' C> AY IN THICK BEERS. ALWAYt DRY,. ............. 124090 16POU LEIS, Sci , F.T. CLAY IN THICK ES hGDERAF 4Y ihY.. ,3/ 71 n :12 CLCL S.'.4 r t.:LA'f S0F'1`: .. ., .., ........... 2;000 4,I100 LEIS.. SO. FT. COMPACT 1 . �/ . >, t`A "NTF :>. >...>. ....>.. 3 Clfl `1 r T. ,�,AI10 QrtY AL Li WELL E k ,D ,�: .,. 2>t7t�(} L.3�,.54�, i r 4 - 0 . FT _,/•tAI t�11 DRY_-_..-.---- ,,, „ - .,,. >..,.,...... r000 ��C1.0 LBa. SO • r, !' . _ ( IFT i 1 �,L.L;..�vlAi� ;a.C)iLS E i C,.,..,,,.".....,..", ...., ,.+,..^ ....................+.a. 1,000 Z;CI !., .� ?. , DETAIL i F r ?� 9 / I-- 47 4T U"A + � v S' 1 7' r ff e P R Olt y - f ' P, m Y K f w- v 7 ' v7 SJ y t�f v �1 vY 9 k-1 — ___+_ B <1/ICI H 5. NOTEr IF CMAPRESSION AT TOE. EXCEEDS. WE BEARING f.`/ac AGIT`Y` of SOIL, A SPECIAL FOOTING IS TO BE V$E:0.. I EI Tr i O WALL It ( Ct JIJNU E E1' F i�?INI'D BY CONDITIONS,. TO BE t110T 'LESS THAIN 1`'-15" IL .)I I I ( I� ► !') 1 .�I..� ICI II.I. �)0I '' VDOT SM 9.5A SPHALT WEARING COURSE VDOT BM 25 ASPHALT BASE COURSE COMPACTED VDOT 21A STONE BASE )IMPACTED SUBGRADE SECTION P-005 N.T.S. 20 % SECTION Sheet#: Pole-SSS PL - 320 PROVIDE MINIMUM OF V OF FREEBOARD FROM DI TOP TO TOP OF BERM. STRUCTURE MUST PASS 10-YEAR STORM IMITHOUT OVERTOPPING BERM UP TO 1' DI STRUCTURE '\a. RAMP SOIL LAYER UP TO LIP OF STRUCTURE OR PROVIDE STONE PROTECTION AROUND STRUCTURE. IPN/fAr7 9, IPULtd T rim;rin;roo �„N FM47 V, with Fiber wilh Low with Glos, 8�h Optic - mess Refractor with Low wAh Gass wish Gkss Chimney Columns Refractor Reflector likfihtess Refilleector FM47HL FO FM47 LBR5 4r n FM44 GR5 FM47HL GC FM47 GR5 FM44 FM44 LBR5 Optional Refractor (GR3 or GR5) Aurninum Final �Cast F- Opiarrctl Low Hydreformed Polished &Anodized Brightness Reflector (LBR5) Reflector w/ Type 2 Sharp Cutoff Optics and Horkonfal Lamp (only available with FM47HL) Porcelain Mogul or Medium Base Porcelain Mogulor Socket Medium Base Socket Hinged i CastAtumirum BalostPlake and Gasketrrr, and Gaskefed, IE (removodby k)oscnhu one Thumb Screw) ~- _f- HexagonalPoof Alumnum,HexagonalLensRome t�l - with Sx Lens Panels l .K Optional Photo Electric Cal, Button Type (PEB) 19" Optional Flame H.I.D. BallostComporsnis I (Factory Prewied) Hex Optic lo Columnsith r `i �-CastAlumhm BakastHousing Brass IHokfef (FO) Quick Disconnect Plug ALL INTERIOR I ; "e (6) I/4" SocketSetScretws PARTS TO BE O I' -'-E--TO.D.x3°InTenon PAINTED BLACK Alumilm, Hexagonal Levu Frame s{ad-Gkrss- Optional Alunvrurn Slide Out Ballast Plate (SOP) — — — s k� H.I.D. Ballast Components CastAlumhun Removable (Factory Prewied) Ballast Plate whhThmb Screw (Loosenonly) CasfiAumiumRemovabe 125' ---- ---- Access Door CastAlumnum BakastHousiag NOTE: See Illustration B for Steel Safety Cabe O4 5°f6 A — Standard BalastHousiag Decal. C O ORDERING INFORMATION Example: FM44 75H MED ACT GR5 120 ANBK PEBI Choose the boldface catalog nomenclature that best suits your needs and write it cn the oppropdate Gne. FM47HL 175M MED ACT MT ANBK HS, PHOTOCELL Series ( Wattage/Lamps Distribution' Voftaga Finish (-- Options H.W. ballast &socket FM47 50H MED 50 wait Merany Vapor FM47 and Fhf44 wily (blank) type V 120 ANBK Black GO' Decorative Glass Chimney FM47HL' 75H MED 75 watt Mercury Vapor GR5 Glass Retractor, Type V 208 ANDB Dark Brave FO' Acrylic Home Optics FM44 I OOH MOG IOU wait Messy Vapor 176HANVG MOG 775 waft filer V r M Mercury � GR3 Glass Refractc( Type u 240 Low FAi fit. Refl., T V , LBR5 O YPa 27 7 ANDG Dark Green HS House Side Shield Verde Green Pt otaelecfria Cell txxlan I20v PEBI a 50M MED Owatt Metal Hdicie 50M 347 �,I ANPP 0,&ma ed CM Caim✓Kd PE82 F4wtavJec ric CNl bu lcn 203240,277v 70M MED 70 watt Metal Hdice Lens Material 480' CS wan5doCt SF Single Fusing 100M MED too wan Moral Halide Ter WL oclas DF Double Fusing 160M MED IW wait Metal I Idide ACT AWc lieu Textured L5lardad) $Op Slide Out Ballast Pate wit Access Door 175M MOG 175 wait Meld Hdicie PCT Pdycarbcnate, Clear textured (See luustruflon C) 35S MED 35vrtallHit#rhesueStx.ken APM Auyrc Piianuliu NOTES; D 50w�l� ' R�xreSodun 50S ME w i L a Prarnalic Pc cabua te, PPM v i- 'a• 7 Od 240277v arxi480v. Fa taalfa os under 1. Mull !c 6a(i -t 20,2 , pp ( ) g for 7OS MED 70 w df Hri He ssixu" n 1005 MOG IOOwaIt H¢ f7 ro a tun ACS nay c Clear Smooth PCS Pc1 cabcnate, Clear Smooth Y 70S ash and or 0011 cobr ontiomA$ y. fish si> llon 2. Fo lirish and color opt ens sea Finish socfron ncala.'og. 3. Fh, 7HL is a FM twin henna lamp and or y) dorm. 1505 MOG 150watt FrTja Resrue Becton ith M F7A47R1 is required when using opions GC (with MOG) OfFO. re e oto 42TRT 42watt cohn-111—cent ANTIQUE Street Lamps (�eNustrationA) NII-6'.Ya:rxY:ero �`.'a,t'+frt IX)a7.ia rh (an)itt2uia 4. Islribulim oppions only uvailab;e for FM47 a:rd fhW4, not f6f47HL (Sbi9 iilllslr q hc) C �IDXESIDENTIAL COACH LIGHT. N.T.S. I'NETAI1L N.T.S. D-005 N.T.S. Rk'7- 3 r-- SURFACE OF lq[N f , PARTED.' Wl!lH 'A5FHALJ �� *11 F'IL ER_ - III: it 5 - i H010 l.1" "OF p T--------- -Htk' 1�P6 I ,t AT, 79P' "H 11 FEET 1N F__,T T 1 I HC..E r .. AT B,41a B�; F4' CCU iF'I ESSI lT TEE . L 7a" $O.. t T A 1,A .t�F ECi1ON SO. F'T. IT 4; 1, 7.4.3' Lf .IT ru / I'J. rl 497 'CY �_-.�,�r! '7, t`'. �'�f �:il .,GCiY. &'sJ, 4J•'>I'. 2%43 .,It on 11 1'-.14/4 tf aa'.7I//9t` 42. h3 12 I.=2: 3/8 fir' Zrx`�'gr" 3424..i1:C1 I4 I1µ-4 -3/.?4T 5'"`04,.t ZP05 1.!M eels. ill: 1r."r g�,}F4 421 VALENCIA Series Cast Aluminum Posts 3" O.D. x 3- Hlgh Tenon —,• i Post Height 4.5- 12'O ANTIQUE Street Lamps 2011-8 W. Rundberg In. • Ausfin, TX 78758 • pN512) 977.8444 - fax(512) 977-9622 PA-94 ORDERING INFORMATION Choose then boldface catalog nomenclature that best suits your needs and write It on the appropriate Ilse. Example: PA V12 10 ANBK Options PA V12 to ANDB UNKNOWN Post Series Hei fit Finish' PA V12 7 ANBK Black Post, Cast Aluminum 10 ANDS Dark Bronze 12 ANDG Dark Green VALENCfA ANVG Verde Green 12' base ANPP PdmPainted CM Custoe m Match CS Custom Select RAL colors Options Receptacles Banner Arms Flagpole Holders Custom Logos Signage (see Slgnage & Accessories section in the catalog or con- tact Antique Sheet Lamps) NOTES: 1. For finish.��eec�ffedions and cokx opllori% sea Rnhh seclfon in catalog or cartactMtigra Stoef Lamps ANCHORAGE GUIDE Hot Dip Galvanized L-type Anchor Bolts (4 per Post) T� RESIDENTIAL C�ACH LIGHT�OJL�E N.T.S. DETAIL ' ...I NOT. LESS THAN 4' 1°t�0 - S4F1 LIVE LOB: OECK.SURCHARGE LOADED j NOTE: 0EPT3;- OF :` NA-1 L !N GROUND DETERMINE. BY- OiONOITIONS; CI BE NOT LESS. T171 KtP, HQLIT Yri I 12. 72 PLAS1'1.�; -HA€2DWARE CLOTH tit" PdE�.N .OR OFI. O) ; Ally .0 STEEL WIRE, MIF+liI�r1I)M WIRE > IAhiE'TER> O.03"': I~IUMBe R '� w �{ ' I C 1�4E�H tipl� `i� E f. O t- A (., i3IRML CO �Jt11 SIDE. OF STRU TURF , _ 12" OROUS BACKFII_ 9 ( f, IO 3 LBS ,7 F, =r0, C, PAFE BEARING CAPACITY OF -SOIL, ROCK M NI IUt}1 •' lxkl' 1. ,{ fir, p� t+T It,� �r7�1 � —-'.xxry}+l �t{ls rr-yy C?�+' '� {' t... - V G V 3, 4 � r, 9 } S C IAV rli)I 'a C7 EL AR aANII, tNEI l C l lhkil�tTlrC l�;i50 (l,�EI.O t 8 50 FT`. LA1^ Ih)'. T %ICE BEI� ;A4 WA`r DRY . •.12>00t)I. - 16 OOU LB :'S .. F.- , r. .,a,.. r. r,,. f.AY N IH'K �;� O RA LY Y:.,,> 72- r'�,.. .. ,4 ,'S�.(y: p /j F F kd,.t 11J ii�'0, In L7 .. �.4it. .. t iAllti i)IEY :CCi16'AC"f AtC► '�VI"L CEMEIVTt t a t r , ..k .r 1 .> �l LI,Q.?€ Zr�Jr3C1. L , SCt. F F., 1......"a.,. -... • 4;E)t.1rJ - f#,FT. 1 I ... r. 1' A 0 O �00 L T. V S T Q B,;;S. r O E� t7 €? S iQI� E f p- ' NOTE-- {F C- �f. FiE- .a.. I AT TQE _k E�S S,a�FE: E3_7ARING ;C.APAQ,ITY bF SOIL, A SPECIAL `F'OCtT6K, I$T.OJ BF USED, CONCRETE c3RAVTTY IDN ETATNING WALL INFINITE SURCHARGE AND DECK SURCHA NG E e LOADED (VDOT RW-3) DETAIL LUCK BID -FILTER MIX OR TESTED AND APPROVED EQUIVALENT CLEAN -OUT W/ WATERTIGHT CAP (TYP) DROP INLET SEE NOTE 2 1 a On (MIN) --- 15'-0" (MIN) 01 4"-6" NON -PERFORATED UNDERDRAIN GRAVEL 4"-6" PERFORATED SCHEDULE 40 PVC PVC PIPE @ 1% SLOPE (MIN) (AASHTO M43, 1/2"A ") PIPE OR EQUIVALENT @ 1 % SLOPE WRAPPED IN FILTER FABRIC (MIN) TO DI OR STORM DRAIN PROVIDE ACROSS ENTIRE WIDTH @ 20 FT. O.C. NOTES: 1. PROVIDE V-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE DI IN BIORETENTION AREA, DI IN PAVED AREA (INDICATED), OR STONE WEIR DISCHARGE TO STABLE CHANNEL OR STORM DRAIN. A �10FILT1ER �® SECTION N.T.S..S N.T.S. N. r.S. i ExNxxA PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 I� SCALE: AS SHOWN ISSUED: 10-11-04 D AVVN BY SAYE REVISIONS: 1. 10-11-04, CO./ACSA COMIIIENTS 2. 11-15-04, CO. CMTS/GEN. REVS. 3. 12-6-04, CO. IENG./SWM REVS. 4. 1-10-05, CO./ACSA COMN ENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system W(thout written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. (D TERRA PARTNERS, LLC SHEET C�a6 OF 14 SMALL OR MEDIUM TREES 12FT O.C. -1" CALIPER SHRUBS 8FT O.C. GROUND COVER PLUGS 1 FT. O.C. (E.G. PERIWINKLE PACHYSANDRA) OPTIONAL SMALL OR MEDIUM TREE% 20' O.C. 1" CALIPEF NATIVE GRASSES / SEDGES* PLANTED IN PLUGS AND OR SEDDED WITH HEAVY STRAW MULCH COVERED WITH EC-2 EROSION CONTROL MATTING. *EXAMPLES: REDTOP, BLUEJOINT, TUFTED HAIRGRASS, BIRDSFOOT-TREEFOIL, SWITCHGRASS, & WILDFLOWER MIX SUITABLE FOR CONDITIONS. SOD TURF COVER 3" MINIMUM SHREDDED HARDWOOD MULCH ,, --1,1.�.. I -1.. -, __ -LEAF MULCH OPTION 1 MULCH PLANTING BED SOD TURF COVER VV IV Vl-1. - I VV IV I -1 --1 I —%LEAF MULCH OPTION 2 TURF COVER OPTIONAL SMALL OR MEDIUM TREES 20' O.C. 1" CALIPER SOD TURF COVER SAND / 30% TOP SOIL / 20% LEAF MULCH OPTION 3 WILDFLOWER MEADOW SEE PL XT- � 4 4" �� 1V" !'f1P.IT�A(+TIr1Al/Qnr1�C SECTION �WMA JOINT OOTH TROWELED EDGE; TYP. =rl BROOM FINISH; TYP. Y" EXPANSION JOINT W/ %" RECESSED BACKER ROD, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF6"X6" WIAXW1.4W/2" MIN. COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE SIDEWALK- B11R\Ol0M FINISH WITH A �II��ILT � VEG1E�CA�I°�I13 COVEXX I�PTION T"��LED EDGES 2® SECTION D-0 20 PLAN SECTION P-020 N.T.S. 9 N.T.S. C 12 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3IS REQUIRED. 6" CURB SECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. SECTION 9 n 4" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIINIMUM DEPTH OF 7" IS MAINTAINED. P-003 N.T.S. P-004 N.T.S. CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 2W 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-64977 �AL.TH 6- 1 P111.N Alan G. Franklin Uc. No. 35326 AL SCA1LB, AS SHOWN ISSUED: 10-11-04 DRAWN BY SWB REVISIONS: 1. 10-11-04, CO./ACSA COMMENTS 2. 11-15-04, CO. CMTS/GEN. REVS. 3. 12-6-04, CO. ENG./SNVM REVS. 4. 1-10-05, CO./ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, I.I.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. 0 TERRA PARTNERS, LLC OF 141 1:F_11F_1- -' 1 "," \ 11 \ -" LIMITS OF �"?'"1" WORK, TYP. 41% \ (9.40 AC.) * . ,"'4 N\ ' I " / , ', `_I 1�31\N' A . ,OqN V* I I � & ; � �� -I_ ' '_ " . ., / % ".f , ., . '.11 ":�' , C �\N PS I �� / \ , ' N C; - . '' '. ' I '.''. 11 , G (9 "_� -1 \ 6 1?1 '' , . I I K� d �QQ�„ 'r, 11 \ ,,, \-(�i �b� \_".- ' �j OP14LI'�"''. " - DROP INLET :? " �N )... lb1�(6,1 ��', " "'.. .�O\ " ',. , V, I ,'<'- I'l"I"� �'!' , . 'r 1 '4 \ , i Ik 'V \%� ' �' , .PROTECTION PROTECT%ir - �":. - '\1 1, %\\ �� 1V . 1 .,-, >' "" ,,,, , '��! ot �� - \ --b I - . \'\-% -_ 1'. .' I , < Z N�'_\ - 'e �J\ /-- _�' ' I '9�' , - , P, , I � . t; I 1, . .�')" " . -, '� C"C�- �p "� "'�� , � " '\ " X\ 11 n", . "I --- , "�" V % Iq I \% V�I"� � " ,/ /',' t\' "Z�/. /--e',�'�,. _. . I_%_._f !?_I\� W t "...CURB1II i; - 600---, I ,-----\-, --- ''I'll-, I-- "'�_�_ - - - _K-33 __� ---- ---- ___ ----,' TMP 61-129B ALDERGATE METHODIST CHURCH D.B. 953 P. 359-361 PLAT ZONED CO ___ - --\-I- -.-- - .- ____ _'_�_60i_____._' - "Q0_____ ... - �- � "I., I If - - ,•! t ! i � I I � I,_----- ----- - FLAT --- - -- __'�_ I "� , . , i ,,- I 0 " � 11 - '. OT ' f t I � i Z 2 I--- -------- I i '�wz , " '. -6 �' ,,, '��' ; ; ; .1 .�-. � - I i . FEE 50740/ , � ".� " /�CT!bN"l, , (�� k ". i I I i I � I .. ' I - I I '-�-� , , I I i ; ! ; '�.'./"'�?'�'.. V 11 / "r i i _�__ ! i / ;' IP1_' , - --I I � -- , I I , I " I rt, 0, A ' " � 1 . 11 � ; / I I I LIMITS OF WORK, TYP. (9.40 AC.) , \ � �' ",\N � M / ""�'-"-'.--.. �� " , IV , ' 4� . , "� ''"mac,'_ '..I�-��-6"i_ ', , , - /�-. ,� I ! , -, I I I _" ..".. �\;, ": �"' --- 1, _', '_�;� '""-,'�k Z /� I , ater" � ,/ < /, _--.------------------�� -- ' ,. >. . /"<. I �, ,._l%% I $8, DROP INLET - �' / PROTECTION \ \\� 0 '\ , \' �/ _%t ' /"\,. >^ - .'. '/ ,. I/I 'I�� O�I " � ,� "''-1 1 �" " " � I \, % \ � �\11$6 I ;� - -'.- / " 1, - X __\',00 �/; ��_/,DROP INLE1 �. ' 1 �1 l I I" I \ " ' _- _0�Y ._ _�_'1, / �'?�,- ", , � , - � \ " �11 .Nq , , 'P , M I / , ' . \ I , , \ . """ , -1 �' ' I .' �11_11 I .1 , -, _"' 'I'll/ 11'.1. , �' , '�.. Z \ '1_1" '�' / I( I . "�� - " klh"� �' ' , � c'RB 11 P OTE, I "i' - -, / , ,!". / , - I , I , � � , , � 0) " .11, �lt'.'I'l1",,;;',�"' 9UO-,R"TI'� -EC,,L fI8 ,jii,� ,,,, '"!� , b"I /�/ e7 URS / INLET, -ROTECTIPI / /Y , /. "-"11'-"1 - ' I __� '4 ' - ' � - Z; I y. ' _"' "'�",-" I -A� '.) . 0 '-�\ Cj C 0�p 0 � "\ � 0� /C PR E � _ N ", " " n " �'-� \* 10- - "-'.-'�'4 X \ - - \ 1< , I 1 " O. \ ` , ,.' N - 0 \�!� . � "c' 'U�' �' \ -, P � , 6 0 , , I , I I I �!...-_" `� \ \' � . � I I \ � - --------1/ \.$�i " \ .",;Ni �' �'; .' '�\w " '� � " . �'�%' I "'." )'. ' , " " P � � \ . �'; I I , 1� " 11 ' I I N .. N , -_ - -1 I I , __ '-'�<� �'_�"i , I \�' \ , I . '11 I G11- "I " . I � I ! i i I [ .. . . ' . "I "".' 11, 1; I . � I'll 7� I 1b. . I i i ; , � i ; ; i i _N� , , ' "' � , - . . �,_" ... 11 --.,-s I I � - I Fr ' I � I L" 3 i - " " Nl--- __ I i " , 1, , � , "�� , 1� .?o ___ - -- I G&33 � J t..- '20.22 PEE93M ,_;;�' , - -- -:'�\. 11 , I 11�1� I i'� � / I . I& "'--'ft,�� ' ., - ,,,w,,., , CU I ET/ t FEE 94.qq / �'� 1 i URBINLET ,.,, ... lx` !' "�-'-.>-\ � , , ,7.1 � I ' _4 I . . . - '01� i . FFE 6W.55 1 _yFuorz :E Wi.63 ; 1-!;i-. 6012.55 I I ' � O� " " I . 16S - , � I , - . , P "d �d' � _'/ � i I i "I ! - \�j'_I � . I "�'�':> " , � I � I i , � �'i FEE 95.ei$ ��FFE FEE 96.0 .. / " �' -.' � '. I . , , I i", ._�! I I P S. I i _� , , ',-e� . / I " , . I I / I 'z 11 I - ; ., _ PROTE ' "� . 11 � GARAGE I I i i. I / \ -_ _ I I ." I �'� ,. *1 I -"� .,' , '� " . . - ' " , � _. * � '\\ g�GE I -I'�1MG,E � i I" N , Z I ey� �';,' I " /, .,•I, >1 , , JON �3 a Q i i IF ,PROTECTI :'� '/"_""'. _�� , I - - .---,- \ I , I I . I 1, �' 11, ';' i..' , , , F � ICG I GARAGE 11141GI � C NPAGE GARAGE i '? � PIN W3. �ef'*LULG lc '�-. �11 �' I'�/ z.'� l'i" " ", �_ �" � '�-;.�' "�.'.. j - 1_� P� T, • . - = � � � GARAGE j CIAN ��; ...='._._.__' ------ T� �' " . � I '. I rj �_' '."' In 1: .11 .1. I i: � - . LIMITS OF ..... , I < 11, / , / � --- F . 17S 1 1% .. I tgiaa� 1 - FFj , .- FFE5W.12 � FFE 50i.38 ! GE 1. " , . , _' -1 ' - ' '!11 " " , ' ...' .'." ."'.��' .1 " -, - r " - -1 ! � ?.' ____1"\ '-.�;. - � ! i - ___i____ t'eel�',-�'/ -Gw'I � , \ , �' - - , , - -94.49 -j j I- q 95.83--. --.,-.-. ;;... ,. � . . F . r�-___',_ - -2 -,----- ;_'__"__"q7,,_"_' ' , , `0 �" -, i 121-1 '. , N ! i " - _1 "� *,-""4 , � i , i I � � ! ! : I � I r_1 FEE 507,60 1 ; ' . , " /\ --�� , "'�'% I" .� I I e� I 11 _J_ , 1, 1� -��" -I..,*! 11-11-, - � I J, / - I - i I . 1 --- I - 1 , -� I i I L. P91 ' ""' ' --I . ____ _h.631 !�� - --- --- �- � � . "'�. \' / " , I 11 " -- I 1, � -, , � " , ! � .11 1'1�_ _ .j , TrO , \ ---•"�--- 'I , , � " � �� " Z I/ 1 / I 4 1.- !' _.�� � 4! 6qj'i'q ! i : 1 4�� ". " ' , % C1. - 1 � __ , . I I -,- V, "I". ", . , . ' I _ .1 .1 ! i � '��'/ I . ". " .1.. 1� \ 1�1 , / I -1, I— . "'1! . i ,'.�� ' " "�"_-�"�-_ I ""' . ' , " . < ",:. I - - "I I � , � _% � '4 , I %,% � .", .11"'' WORK, I .. ./ " I 1. .� 141�!_,_: - , _ '� Z_ 91, � ?I ,W.56 - ' ' V 160 . I I ,_ I . , :1 ! - � i � ! i Z� /� ! I i _.;_111�-i .; ,_ , �' 'I, . <. , , I � � 11� \ \ \' "�'. I I "1_1! ' �. � . - ,. " �� I '\ " \ I I �'� ��\ e / z ., i r-;--!---'--"-1-i'-F -7--j- .- F.'1__1.._, _ ' - -i" -I._1__1.._t IJ , - -- - 11 � ."'� " " ' '- I_ 4 __'_-Z . . �r' ". � . � '__��' I �;' i I lr-*- ; I --I '6V'n Fel-"� f 1, . ' \ il� _1 ... I ; - , . � ! i 1�_' 3. 1 .1 I \ --,--- _�' __ . . � , � (9,40 AC.), ".. �' " " % , ' I/ ' F 11'__'_._. It- !� � 11, i�� K, 11 jr " � i - � -.-" L'!T�'V.q�..:i-w4'.1'_'__ - � ---- / I ,,,, - " \�' , ", "" .." - I � ' I - �� � � � - \ -�: , � I � " _1: �_\ � . " ""' "N 1 a .72 i .N� .. .' .' � r ' ' , '_ __'. , '�-�' -----.-..- ""-.' , , � , k ' 1\\ / ,'� .' \.' e � V ': '�"..."PROTE,CTr? ' . � " '.1 I \ V.� L , , "I k, , I \ !_ I" - - , , , " _j _1 - I -1 �_' 7 1 / i i i'vi 1,; � �_ , ,(CR� ! � I - 'i i I ��; [ ; \\ - , , 11 I it: , __..' sq-;v :-�X:� I I v. - 0 ' i � I I \ T-L-J, - __1 . I ; , --7-�.;--.-.,---:-,-::�:-,.!,i,.,--��,�,,i'."��f�,�- �" I - I ; \'. I " . I 11 " \ I,,, . ____-___ __"""_" �\ _�' ...... ........ ___ ... :___ ------ --- - - ___ ---- -- ----- L_L'_1!_._'.___....L_! ... 1_ � i !_i. . _11_ _F_ _'_X1 - - -Adu / , -�'. I 4"' , "_"_.'� � 1__ --------- �_� -,--,- -- 1-1-- �)__'_' .. . .... .. �§�.'_ 4 i, i!' - a �� P . " I . , � ____ 111 101 ___ i - - _' , , __'. ", " - . �.-.i-.�,,�.!..-.�,-.�.,�-�����,��---....f, ) , 1_i_!_._:__� -,'.,,- __ \ , 1 - .- I _!__' ) ( , I �' , . """'� - .'� ." - � � - � q ,.- _'_!._ � --- - ---- �_;__ 1 / , P '/ I n ". - 11 7 I �� \�' - V.6 _' / . _. � , .;�:"' I ..r-.. . - - P . - _' , i ' . i. ' , \" I / , , ��__; . ' . - -/�,7' "" - , 1P TO SIR PS I I , '-'f� -, , CGII 2T , """ -1 I ,::*.._ _ V" ' . � ! 0 ' -11 (DOG)(9 ' il �� "___"___-"' �-7fllk'!;' . /r.' 7 \" _ ' , // CURB IN'LET - 4 I , i � � I I I; �. \.' INLET..:, � �' I C�."' I 7 "'. I I 4. i �&' PROTECTION IP 'G11,A'y'0D." 0 1 i _% (9 D'z G ' I IR CURB LET , " , , , '. IF " :' 'I'll .-�: _r'�� ' , I . , .. .... : "��_'.' , CTION � " �' \ , , '' ", '"i I I I I" /.---- __ --.-.------ _Tc�" .- . _____ , � .2% TYP -------- -, �CCI) � F. ,.y �Ecffbm' I 0 � I.. _� - -.-,-,f ,,, '-�* *____R02S____A _____._._._._ _!_ _ ' i . . -w ________i , - / ".\ -� '�&..-�'�p ""-/ ��'_____5�7 _=_ - -1 1. � , '\11\1 : �� �-' I I I I �"s , I . , . , , .1-1 _ � .. � , " i � 1 192.24 i I I I - -----�- I -- � = - 6�1 D ---------- � '4 " I ��' !--i -%,Ia' , - I ', " I , . ' - , , � , - __ . i f 1 i ; , � i I ....... i , , ,/ , ..--,---., � - ! - [EI-1 I - , ". , I i . . - - ,-.i 11 , _; . - , " /",\ - , - I It, I V. r I I \ ��' 1) I . W . , I I . ! 1�3 T- -I i i _1 4__i -T i-IF I ; I ' �111�'�'�i, �14 � ". \ \ , ': I i! � ' I . � L_ ,-,,--", , , I � I 1 1 _! -�� , , , I , , 1, ,� I � I I !; � I '�� � I I ' . " - - I , " �111 � __ ------- - .11 �i i 1 � � ! : I . '. '�_' , " . --I , � .t. �' 1, , \ , �'��"- I i , 11 t i!__ i !k"i7- L_�e�'_A� I i I 1_111d'41��4 �' \ \ I q - - , " . i "'.4 \. � I � ", !'�' _.L�-504.0d 7 -,-- I , I ' � % ., X \ - -� I -1 - 11 . I , SOM" . - - 603_�� . I t ----. � I " " , 11, I I . I - I -�i , 2, "!' _1 7. _�.1-1�3.��4 . .1 L �" ;!__1 � "I ..' .k CARAGE GARAGE ! I . , IP"' I ,. " , , , , , _`_ - . UAKAUE i C'VAOE��'_ 11 I � � -1 '.'N I j . % . I � , 11 �.' N V FFE T127 FFE93,94 FFE U1521 : FFE 05M FFE9727 ! FrE9941 I FFE Uuu . - E i GA AG UARa -5w-G-E-pm.oa ''. '.1 w I / - 3, 'p, 1 _'��_. . " ' ��"�'.:'!t,' , � . I i ��-' ! 6 Fri 50 1 � E�W T--- C 3ONTINUOUS il - ! ""' .- .' , ',- � ., , � , - - IT � ; �'�"�". ".' \ . , � I . \ " - . � I - '� "1" I I i : - L __F __r" 1 V, I 11 "I - �.�'�'� .. - - � I ; . R _! - " - . " � "I - 4 '- , � � - I I " � , � ,'% . I I I _-i", _ i I - -_ --- --- . I "':' '�";" _.': . 1, % .11 , ., I , . . 1 ! I 1114- I . ' ' � , , � , -/. , ' w \' . , , I'll, . 11 -t ""' , �� ' ' I ."'� a I I - __ JRBINLqT "' ", � I I , � � �"w ,' � _Fj�pcw - .1 . � ? i \� , _�' I "_N"' i i _�_ � i - LYE - � __� __ ' � - 11 41 "". " . T ��' �'_ �!._"��'.__�U..__ _ :1 : - � --, ". '� . , " __ �\ "I , rj.27 i ! , i . - / �"'�",. .:, -- I- ___ M 11 - .. I I .' ' " %,'., ", _ . � I '_� i I .0'j , '7 - - - .'. � PROTECT ON / " . _� � \: j ! i --- -610- _' \�\' .", \ � 1, ; -_ '. , _' ,/r �!, �', , � / % ` � L_ � - I i i ":. " - , U � :" i : i ! i - - . - I ."', -' -/ . t" �" _ . I �C � I., -1. �'-,�"' '�" ,,, �' 11�_'�'. ro I '' ; _T -_ _r__ . -1-- 50 I :� . . _ � . . V , "� �'. , 1� I , , ;"' � " '3/ � I I , ; � t , . , .. . fop 0�� REkq � ; ) _44' - ,. - '. %, ." ' j� 11 1'1� '\ I ; �_ ." I I , "I '." 'i t" . I - , . W f ; � 1 1 ; r; ----I ----! !� I "I - - ., �' "I 1, *'� , � � � ! I i " t - -4-, --+- . - - I I I I / ' . I " ____ ", /" ""'z�� '*' - , I ' " , '. , i S . 1, ' _' MU " '�. '. ;! ! I ! 'P' ' -E� ;R tl-'77 � ' -T'17 7- FEE.�-�1:9- ; F -__--'Z_Q � i i:EE t�6,91 -4--PF qi'�79 I ------ ,.---W---- --__ ,,' �' / � , I \ - - __--FEM.9 ___t��W�11 F'FL92_77 1 _FEi�113.44 � \ ' ' ' !i ; Z _" E I ! FFE I., , '. I '. 1, , - - - �� � ee _69,61 pr�_ ----- --- ---� "�' �., ' ' " ' �V'N TS I'll � . ---------- - ___1 - � - -----_ 7 � I. 11"_<'��"\.:'� 'S I --' i i -, -,I _�_ -_ I - : - i , 1� .' I t ! i � I __� I I - . I ESV3,91,__�_ F I - RT - - --- _� I , , - . '� ", I "'r- .:t_ F , 1� ..... .... i 'i RS I -_ _i i -_ j - I 777-- " , , '. 0 / . i .,-: ,' A I - ---, .- FEE 6177 1 -�� a9 U . -U.1 t i 4 E- --- -_ - 14 � " .1 Z . . 111�� I __ _\ _.L " " - - ' "'k " .1, _ __._ , . --, - , , 7� /' ... � d27 - 7 __' ' ' , ,. ' , " + � . . I I � _____ . I - � ZO.NIMWALI ; __�_ t- 49 -:- - F___'�% - _rEP_'n.52 ; __ffE � P01.9i FEE �'X, �j � FEE50,26 _7__-�'F --4- . . " " , " -, , � �'!p \ 1, , , ". ; �j i ; . J, � ' I .' ., , / ---, , �-;� ' �' � , 1\ <ip.'�;��-_.`.*_""�"-' - 0 , _I -490 � T_T_ - " ---- -__ --,--, , , I.. I , 0 _'_-.1 - . ' i i - -T FEE IL9 91 : 4- - CRS / "�" - I I - " - - - 0_*� I . "�' ;'��_'_ t' __'.'6�-��-- : ��. '__w:. --p, 1 To, ._ 11, __ ___ � \ x-"� , / � 0� -- 1�001 ' , , . 'j:�j , lms'a- �"'/' . 11, . ' _; L "::�. ". I. , , Ni ". ". ' ,, � / � �� ,� . �. . �" '�� .,.,. F I i , - �' , �_:' - , . . ; 11 10 - , . - ' i;'; �' i_ ' ' � - '% � > , O', 51N � -- I GARAGE _=r FL��' 7__�:?_ �� C1 Top VIALL4 Hr j /I ' _d:J_E '!� . " I , .,-'- - --- - - __ __9' * lil-%L'�' '�� � -j._ I ' -� ( "� " , � '' _1 t' . I ) i ' _ _! 1 1-- -1 - - i - i -ii�_' " ; - . 4 'j__� ir_i I I _-:1 . I 1, 11� � , ...... ___ ly _'____L'�_' '_ -I - --__ , I'\ '. ��'. , 4� " a __ ___iT*ii il i 1 : J5 _' - - ___ . ".: " I- - . -! 1, � --- ; i /� - i , - I _' \-,.' .... '� � - � , * , �' .- � ....... _61 i i _-__� '5- __ '_ - ;i! --,, -, - __ _ - _ . - , '_1 , � / ____ .- � . I , 1,♦ � _ , . i '_kiii J -:,- , �" I? , . I - , ` .. I ---.-- ---. ; ii_� -� �� '�' _ - __ , - I �'.� '4�_'�" �' "'. , i _ i . i � '�' / "`�\ )\ , , / I T /!. _ i , , 1p4t , . � i � - I , _" AT, I �� ; - - - __ 107.4 12J.2 "' VIVA ..... ... �l_ I 11.1 I , - -'----� -'__'��"" \"�/4' , !_ ; "� I .- _97.27' _'� .1 ! I -, .- 1�0 A \' ..._ , �_" . 1 - '�� I .. i�. / " " "141, , 51 , '.' A,,, ' � 93. " ' --- I , " ., '6' , . .- '� . , � ' IL27--, _L, I i !I- -i'_::�F� -- .I- 45 ;5i.-qi� / '. / ' , _ '% 11 �' .... .. .- "� w-6i _. . I " FEE . ,'r' , I \ . , . , .. I FF M ', ,_ . ". � I -, � Z " , , � \ , �' � I \ ). I / " �_: ) RES , __ - " " � , , , , I , Ce I /"TESL`,' - " ! I - '/ 1, .: W.7? FEE 2 1A4 FEE � FES S6.77 - ! P:ia_ - I__ I / rEt , � __- I - , , " -, """'�� % , �' , ` , FEE '�V q I :,-. 1 _Zn� --j.- _-Al- - _ 01,25 __ - , - , � _N US -'- �'/ � .T1 4 ff�_ -1 ,. , 1�1' ,.'-. / , " - I - _:j�" - _.'r __ " . , � \ '_ , ,--" - I ; __ � I �� Z_' 1) , '� , � , r . "_ ' - L :k2.w---" , �_ . 1 :::;7. i. , - . , , , I ��_ - / "I , 1. ., �' � - "".____; RJU 4 L V, r1a ' 9-fl-c"r - rq-'----iF- =Z7-_-_-;.-"jGq'03 ---- -_ ---- ---- -__ -_ "_ . - 'y< 41/1 � I � , "'! �' " "'Vo, , " - ", �'�"�".';' *'-, I I '\ " 1, - __ - . � '____ - - ��A .11, �.�. .' ", ,.' 1. '� " �' '. " \ ', '. \ I . ___= ___ ....... I " 'I- I .1 , . . �.. .� - ----02-. -1 A�M ___=�__ _._ Air- /-��E _D��--.z-_t�._, . ------.----------' `_ � r:=:fT�� '�� .1, �"�' - . 014 _11M11;i 1�' , , '>-/ . - ' , ' :::_._= �f___'_ -�'_._' _y1_!!7\____ - .---_ , �� ", I �.__!r , , , , .- _._=�_-' __�� � � N "I . . I _ r__ __ .,-- __ � , , ' . ", , , - _!Rn___-_q.�L �_ , , , ,� .1 I ' ' '�" , I - � , \ " � � _1 . � . , . . . � �'- . I , � , . � � . -"w ----- - -__________.� -,.--------- I '' _ . I , I I V , X' ".. , - ----.-- ____ --- ___.______._____1 ___ __� ---- I --) i t � � � � _-_- -= _�__-_. 4, __-_�. - " - , ?"6 '. 1, , �( I "d �y"-E�N .1, 1, 14�' �� � U4 - - ...... ,-.-.-,-. _'____..1 ___ � I I � �� , liil , ,,. I , = --- .. - '� ! 1, . I " .'1�11`1- ' -�-_ � - __ , , '01 '�� -, - - - � .._._____________ - - �-- __.__..__---'-__`_ - - _______��' - � . ., I !n � I .. , 1, , � 7 .: , . I __'__'_� --------- .. -.----,..,.-.---,-----�.-.--�-.�.--�-....�-.-�.. ---.-.-. -, ____ � I � , '__�:�.___� --=�::-�----�-�-c-,--.-.�---------.� ------------ - --- - - ---� F " __� .. _k_�_ , , '._Y-'_'T1' . Ill ��,. "' -, '\ I .1__.__'._._ - ,- --L - -..--I- . __� .,G,l r-�--.[ i�i� -_-�. _F --- ---- ---- -,700, - I 11 1, E AREA THIS S)DE , I � 't , 13, -_,s �':'�' . � '�' - L ; - I -: - ' - 97�Kr . .. ---, I" ' - 'A_':�:P:�"'--j 1 F_ " _T .'i! , , / ��i .•, - - 1h, .--.-..-,.-.,: -T I—- ---.--- , D6 I , \ i - - i & , , I '�" " - -1. - k'�'� , N (9 , � , , �� ---.. - , IP"' ' T1 ' •' ' - '�"� ,�� - __ ' �' ----- \ I - --- - � ' " I -1 �.'� , % ---- 7�- '-'\� % - �j , . \ . � --- 1� _� ' �' , ,I / "I _ `/ `-(OP E � RY DRIVE,-T-HAT " '/�- � I I I __ I '� - !�_' - 1, 11, -1. - _�' ' �p " � . 4 C,"�, I . I I I .' , ; / - - J_._ _ �5% lyp � 45 ,,'� _�4 ,, S�.�', ,,, I I \ 11 . I , I ' I I . I V I,% _ , W7 '�-'�'-__-�" I -,- " " ,,\-,' ..' N . - - - -, - , "I �� , .,% �N _ - .... - - � - - -, ___ �.' [UP �i��__ st�'j.w , _ , , .�� _ _:' , ----- � ; I " , 480, 1 - / - - � .. -, 14 4 , , -44 if, I wN11ri'jQ01 I ! � , � � ' - . - � , � 1 , I �'� . , , lit';"48 � C � 4[' ' - �__ _... _... - ". - '--ft...." - . - _� �'/ , '", � I ,I,., T_ 0 t: 1��SQD .' � _* ., I � \. I � I .. - - ____ A I , f- Z., '�.' y / �!U'�;' I -:1 ___A llr--.__ - I ! , , , ; '� . I , .� . � \ \ . ' i � I '. \ � � Ix I � rr " ��';� '�� -� ... I 76 - --- ------ __�__11i1=8i 11 __.'_____ ' ' ,I-. - - ______ IKE- , 1. 1-1--, __1 '111__�:�,"��K'Pj.-_ ✓N"� , , "� 11 I WORK, TYP. , I 111, 11� - � _" - - ' - - ____ ____ - - - i I i " _"� � �'f---;'-"'� , , ". , " -------- -, I � , ';�' .1 (9.40 AC.) I I - '_ I **:'�_X---X4�-�A X77X - _. ----'-"'! ;�99 -- '--1-._-�_ft _� I--- __ - 7t � � - - -, I- I . 1.. '11\' , " �" ". ., , . . - , � " .1 . ��'! "� �- , ut -_sFjj. r.!7- --:7��-'-' -- .. �__) 1,41,11-11 - _� _' , I �' - , , ! ' 11 , , � , � . - - � - , -, , '11 - - " _ __ � � �\ / � ------- '-"- ' __- - �� _ � \' I . � _��T � .,'< , , 4'�� ..'��--'-_'r '7 �;t�__ ::, ___ F _;__T "' - - � � - - � 4 - -.1 I .'.' - ---.I- � i�.1 I w, I 11� \' 1V t, ;d----"-,-"--- - - - . .. __ I " �'__'��"'"."'��111;_4' * �- I ';'. ", I"', -, -, , I - 11 "I - lop . .. ___�'____ 5. _� � , Nj' -�' \' � Y'.1 . ,,, I . . . - I kl ___ - - � I- . ! I . , I . 1., -'\11 - . - ...... / , � -1 ---- L�_____'_7 - - ♦.�' - __� I - ____ - � , __�_ - . ""!!�_ I I 11�� %, ��" -\\\ - - 1� ." �' " , '.'� . ." , , �� I. -� - I .. 1. �� __ - ' '�� -I- __ ___11' - - , N " " "': ' 1� _.�" , ".";' ".:, .. vl� t' ---= . ., - �_� --- __ - I - """��;�, , � � - -_ 2� -J, %\ � _ _� .. I -_ , I A \ V 'x- , _ - / I ---,, � , i� , - ��'r ____ __ __ \ ... ........ -1 , I - - �:� : _V .� -.. . vg' 7!t �� ;F, 4�1�_." 11"i ' i � ___ % .�_ . _.. vo � �,.\ � "� " . LL - _ -- __ - ._ 00� - . X �'�\� ',' \ � ", A ETY,j' A146?.0 I �:�-�'� -_ -, , I - - - � . "� . I , 5'.' . 1. "�, ; - "��::. * ' . � To � \ - .. .". 11 '_"' 4 " , -, - - ".- - .. I _ '_ _.___'.__ I . 0.1 - ____ - - I i, "' , , .1 . - _ __ _ - --------A-10___ I - 1 , , '. , .�' . _ � *0 , ��r �_ , Is DIKE - ,. __-46- 77 ____ �:_=_____________� -, , , , i �' . - . �' � z- - LIMITS OF N/ I .� - - . 11 � `�z - P. - --h-A�, �_7�____' __ - I ERSIGN - - - - ' ' I '/ '/ _� �11 \" \ .%\' %""" � r ./ . � ��� _T_'__-___�`_ '- ' 11 - _:5�� - . 61VEI461ON'_�'\ "-'--"'--`, " '',,-, -�' � ' �� ." i ", " I "' "" -1 o � �t I d \ ____�_ INTI ur"Lis __6 __� M�,-_CURS�JNLE 0 �t - 7.� T - � ___� 480 .. " - _� - - __- --- - '. I - ..' , 1,111h. , � IV, `�� � ", -, �p '. . , I•. -- H .' - - - -ft-. 1. - ' " i' :," ,,, I., .., I ` , - ' Q���J T �q��',� " - !_;'�'--_� ,_-.-';" 7- . wi'.� !!!Tn.,!_'.n . ". . to " C/_ " - , / , , � I '�'O'-`- �' A, 1, ; ' I I - I � ." ' .'_�' �_' -, \,RR 'T - 1 4 "'�� --`�_- IV _.'�.. , _� _ �� " - % 7 1 - i- 1� 4� _-__-_..____ , Z V"' '%\ ' \ � --C�� ��WALL 8i:�5 ' _____71 -1-4-- 1 / ---- --- ------ - - ? , �ip >_/"'� �' _� '. ""/;, * ' ' - "L 4).�"o -q--'w' ./ - _< � . � _�� ;� - I __\'___-�___._. - I� , '. -, - -0"", "�� /�'� 71 . �'.' \ -....-,-_ , � , �;' '�%'." :,-,-+", " - - � - , - ." ... 7�� ... , __ .� _'_' "I"i"i -1 /-,*' - , _ � f ___ -A ew I )'�' pxp-�_�'� ' - , ", . "� ;00�� ___'.'�' ' . .. T - , / . __ _--l." � �' '� " Qq�4 , - ____' D '�--'. , "�: ",\, :_'S�F _._�__�� - �;J: __ r ,+ '.�'/��<'-' ____ ". '' - ) , ". � 9 - �",;s' , , .- -11-' ;_ie - Aw - "'____ , \ 11 � :��"_ -- . - - __ ... - ft� , .---- - -� -I---:_ . �. - - AF � - , - 12 Z _'- ------ - � � .' � � ._1 I'-- 17 / - / I "" -- - I - _____ 't " , _ ,, ---- � - 491) . 'j" N_� .. .. i '_�. - -N.1'11�.'�Y: I ." '., . �� ' ., O3p, , "."; . . , , "'.,�' - ,, I I , � , _.' - __ - " -i . .1 \.1 ' ' ' / I.. ,• - ',- , '-"-�'\'� . � I - � ® % I I F N "�, �,,:�-,N_ \ � , ..,., I f ;' � , ', - __ . U / , " I , :��' "'O' �. q ��4 " - 6 , ,�: �' . ,- I _C____ . N - ' I - .1 I e __ ___�:: 5-110 - - __ .' 11'11'.,� I I , - , i....ft - " . ' ' , "!� 'L I - I � � . � .. ... I -�"� \ / Z 15 ur- ". .'� q ... I\ - * * .' '.� " �-==�:7 �.�7�1 . - - _� '. 11% <�' \X I , 1-11 : . I " � . , - - _. - � j / '\ . . I / . U "' l-"i ' B .1. N \ _� - '!"* , 1� , , --- I .� - 'v' - - :1:��,_-_�-' � -=�� ,- - I _ _ _ ____::� '_ - _'_� -_-= Se 11 ,---- /'-� \-'It - - "I - '� - --'� - �\ ,': ." �' , I ::::;;�� ---- _____�' . _.' -1 ___ � \'^' - ,/ I V, - - , , %, �. .. " _' - � ... � .�_' ' 'WORK 'c' /' I' OP ". . , . I , I ) ::� I """L.. "e, - ]� - ' '�" ' -'-� I - ' ' ' !� / 7' � ' TO . / I ". ",/' F " '6'� �',7��.."� (316 ,, , / � L ; " , ) ___ ----,--^ - __ - ."' ------ :-, -_� I . I I I \ � �. " ' - - "I, � I ' '�'.'�' . "U , 3 .1 ____ / , �' ' ' " "" I I "." / , ;, ) 1� " 1� .. i '� \ \ , `� � ' - ____ " '. ' ��/ , , . - I I � . , 11 . - . 'O".\ . 2 � I 1, .� P , � " " -, � __ - - I '\ 4_ G ' ! '. ' I ' .. - -- I � , '.. - - . \ " , I �%� I --- I . " �-'\7 - \ \ - \ �, � ;'."�,' � I -1 \\ � U, � I . % ". . .. __ 1, / , . I �... �.�� 1 ...... _1 I--_ -�_ ___,,- ' .1 "I , � .1 .' ... �;�� ;'. , ... % 1. , % I � , 1 , " </ , - , ", - , � , I . I . . __'__ .00 _____ q . , -- '� I , . . , / '� ' � . \k , L . . I Z \ , ':' _1 / / ' " _ - " � � � I 1, ' 11�1 1-4, ' ' " �' 11 /_ ' ., �_ ."o N!, ` I I , i i _)r \ _11 .. 11 ____11 .. ..00 .500---- 4 TAt -4, "� " . � \ _:;�� _-, "' ,' �" toWl CIP - _� '�' .- . - , , \_ / .. 2 - - , X X \� ) I SEDIMENT BASIN � . '�. ' up i� / , .' TEMPORARY , " ,,, � _:��9- , 1 i 1: � � - _�Z_'__ - t__ , '_ � ' 'I- , i , - / 00 e •__�' --- Ill � i T:", I I N`ENT DETENTIUN08-WIN! - -, _ '_ , ______'_______._.___ I �� I '.' , 1, , �� X 7 'IOY AS fEMP - '55��'_ '. " \\ '\ I .' , " � - " �j , � , "I" � ' I . e , I � �' " , .'! I., I , \ - I * -..-- . �. __ \ \ , , - ' .'1"- i I " � � � � �'. � ._�� ___ ' _� __ ! � '-, 1; '� 1 - .11 0 , "e , I . I '� . '_�` ' " I ' I - " - r-L - , , � , -o _.:��_ , _-1 +##* .... , I 1'' .. ;. i _ - I., � \� � . ) / N - '� . \ X-1, i � - . _ .� r 1 1, \ - .,1. , . - ' . , V& �� \�-'�"_'_' " ', "� I � . ' I . " /I X, . ' - - j -�'_ ___' :'� I , , - - - - ' \\ 4 - I - - _ � I "'.� 7 __ , . .- � - - 11 " , .� -S,\ ____" ___1 1. , 1, : 1, , "\�� . I _'�_ . "I ("k` "' " / " ... . I - X W� I---- - � . ,,�'111","-�.,�.."�\-(�.\i-,-'� I I \ �" .;, X !, X, - , " _" I �' -- ' - - '��q -, �;� ' "' ZN4 � 151 - - ® \�� 0 ." , ___--��- - ---� �7_ )( ..-. . . � \ * ! ," '.. �* '.'A ; ", I "" -, - �.. . �. . " ..� ", . I- 11 ."�. I . \� - 'q;�� LIMITS OF I'll � . -"- � / "' \ '�� , , " � �'.- -, 11 'X *0e �� P , � --j ('��) , ��' _-# _� , 24� )( . '. �. '.'�. I , , , _e I L N� .� t----_ � .. I , \ , �'� /", ,, , �; \,\ , _ -- ( . . , � ��, "-" i , . . , i " .' , . � I "''� j , -'N \ �\'/ - " �' %. . I �.'. �:', -�' "% -, \� \ I I -- " I I f 11� I ", I � �, �% \ I , -\� ' I , I 11 � . , , � L , , I o" '\ , 'L � ' I r , - � '�zll "N _ ) I I . 11 '... L, __ - � ------ - - � " I "� -�® " �- -- (9.40 AC.) .. " . , ." � , ' , , . . \` I , " , I ",_ � - _ �� _____ _- '�" cjj..�( . - I .V_�_ , " '� , '_�\\ __ " -, � - � , 11 . I I - ------ �.__ _�; � ':� 0 . __� WORK, TYP. \\ ., '�\_.' �� \ , - %";�" - - _'_ . .. TMP 61-129E SQUIRE - '� \ , . .- " - REPLACE DIVERSION DIKE , :"' ; �__�__ ___ ' � I __ " L, , � ' \ '\ 1. _11 � \ ` I. . , �. '- , - 7 \\ -" I , , x\�_!:�_ �_'C-�� r:; - - _- WITH SILT FENCE AFTER HILL CHARLOTTESVILLE . \%;."""'N' . � . I I .�- .' TIMP 61-129G __� \ , , '. �' - .'� ;"' I '.' 1 � � �'. ,..� I i � I "..' .__ __. .I I ; � ____ 'A - , 1, ' , I I � _��'_O'K '� .00 - ROADWAY AND STORM SYSTEM ' \\ I 't"'s' "I 1� _>_ 11 . , ., '1� I �' , � 1, , � �' , , - % � , - � .1 '� I �"'*"-'�"i - I I . , , . "I � . I _;' . " . �_' �'_' '�- ", .,. ' 11 I �� ��"., 1, , �� � � , � ', '_� I '__ - - I ,,.1 ! 1� , I - . 11, ,\\.^ I.' . I'll 1� � ; $� � �� - - 11� _'��)k - ASSOCIATION _1_ - "\ ... I �' " ',,�.' ��""" ^ . / /\ � ', �"�� \\ ;_1 . X , X ..;i - ..O ___ SQUIRE HILL "I '�!_ "X 1 , � - , . 18) � ARE OPERATIONAL AND WALLS I "; " X X"".. " ,,, � .: .' � 4 , V"., ,,, ".! ', 1, � ��.' . ' I � � ji \ ".,., _�' Nft.001 L 'r� . '-\ , ;-"'--F - -911" --� 'I-- 11 ' ", -,I L"� \ \ \/'�'�" '.""'^'�' � " -" 1�1 -1 , ( T - & �-".'&: -. L - - r , , ," ,-, v ", I \NV, ,,, , ' " 1 " -, I D.B. 816 P. 445-451 --,> 'A.' \�� S . , . �_ I I f � I - - ." .' , � i o" "?", '� ,,, 10 _"' "'_i�.\ . " , -, � , "- , TOPSOIL � N, � , I 11 �, - - . .. \\�i . , � \,�"_\ ��:1' _. Z' " � ; V, ,-'4\ '__. ON THIS SIDE OF THE ROAD -15 - __ - 4 . .. '�) ,','� - - " "'.. " , '� . � . \ � I � �11. �' 11 L . ' �,""' � � \ 111. . " . . CHARLOTTESVILLE '�___'_ \-\\ , , , \\ - �, , \ � , .1 ZONED R _� - . \"'� �: . \ ARE CONSTRUCTED , '�'�"""'! '. - ., �- � * .. ,,, - �' , ', �' I L, \ ... If X .- , , �DE TOCKPIVE , '' , ' � - , k ADDITIONAL POND ASSOCIATION D.B. - I " � I �L Al, a-_", , " . I I IGRADING REQUIRED 613 P. 313 ZONED __':-��X...��"I / \ � ,.' �.'"1�1\' I � I I � ,�" \\ "" _ \1 � � \\ \ THIS AREA 1111*', ."i, "'""-"""�\.' X L Q\, � �9.� �� � �' II''- i - "'.%". . '. ' u N �-:,,, - �� _.11'._'.1 � -"'_�' 10_ *.% \ D . '�\`:,`*'I RST TO QREATE , �, ,I I %. _ '"�'_� 1� " '.\ '�"'�'\ L--- -� \"\- �, '\ �\ FOR SEDIMENT BASIN R-15 __ - __11 6, '�� , � � 1! �� � �' - - "'-- ", I ,' \ - &.'A R, EA FOR 11� 1, "; I � �� � ' . I .'' ,,, , "I � _____ \4 �"Y I.'., '� '���'�N t� � ,,, � i � � A , , �z __;.__�f \ " N N , , , . = �-�il �_ -__ 'I-, \s/ \ �I �"\ I . - �'-'\ ' '�- I \ 1�� �11 - L_ -"�>l� ..'i �\ ",N,\11\ -� \ 1.11'�' ; ..''b, \ ' '�.'.t.1� ,�;I. . .I";�'n ��__ ." - '.'�, , �� �- i- -[ )N- . � : J�' ,' ., . - _.. '6 ,1\ ,I - I11 .1 11'�� \ \\ - , ,,, -- " 011' I I TO OIL \� : , ! , \\ , x ., \I ADJACENT OWNERS TO COOPERATE, ,,, ". , I . , �X" . .; ;,-,-", " , ", -, - __ 1, ' ) ., , , , - ��-�-7�" ' '\. ; \ 1� I '. I ":�_�'-_ -L�' � ,,,,, )�"" ",\ , .\�"' ' �"� ', \\:\\\ -.��:' , " 'i i 111 "I , . .:' .t'_��"' , 1, N'�'�"'� " . I I � 1, . I- , I - I 11 i �-� ,I , .'� , I " � ___ 11 '�'� -1 .... 1), .'. I ,_�"�.':"*' Z I '. " - " I . �i : �' 1. I \\ .. %A11, � , V ' \ � � , 11, . 21_� ; .1 -i I � , . .' ��,'� 1, '. , " , -i Ilk , , , 11'�'. ,/ � I" \ \\ - ---'�-�."�'�,,�--,�-.--i�-"\.7 1� / . , REGARDING EASEMENTS FOR SAFETY "�\ , , � " , -, , � \ \ , FENCE INSTALLATION AROUND , - N11111 , Z '. 11.� I I , . � '_.. � 1: i � I,% . 1. _'_ . ' C' ��. i IN', � " 'I ., . '-!:�"'. ", r- - ' ' I � , , � �71 , - f DETENTION BASIN " \ `*_�_"T.�" -, "_" - "ti� "i", : / ., . I , "�:�z'�:. , -, 'V ' . . . - , '��'� " �---"- �' '. " '.�i �; " " " 11 . �� , . , . � '� I . � , - , ";,. -, , I _!'� _ , ". , , . . \\ \\\ % , \�' !��"'��',"'\ ,,,, � I ./" " , , 1� I "'��---'�'Av \M.' I$ 1 � . � _ � . -� - � ! ' i� � ".- " " ;A;"'-.. ' ' I , \ \ , , , ' " -'r \1 I . �' , ��" \ \\\'\X '.. 1\ \ �. ". �:. 1 " _ I _' I I -,:, .. ' ' 't z�� - � . ��''�:.� _> " I ,� j , . , ' �--, , � � " i - � i, . �' 'V � �1.'_ , . � � �." 1. " I'll - I � :1," I , � , � I XO, � ,,, 1. \ \\ \\\ \ '.'. j'. I .. " . � ""'' I , '. I , 1.11' �"' . . ..' I . ''� ". -I.., % -, . � 1, ��'-':' '_ .1 '' I.. . I - , . t , '�;"' , ... I ".1 XIN� _'� ." NOTES: �''�.. ��' CONSTIDUCTIONEQUENCE ����D** 'V_'1_1 \ *tk���.�,.'�,,�:, i " � 1� � ".' . jr . I 11P '.1 ... ... �� . - I �:" �- - 'X�" '-"�"'.'-� .' f_��' � ".'. "(�Y_� ;y .'.. _�* '�' , .� 1� "'. 1. ESTABLISH CONSTRUCTION ENTRANCE AT THE LOCATION OF THE PERMANENT ENT ,zi" " . �'� r� RANCE TO THE SITE. - . - C� _0 I '. ".>, 1:' 1, �� v.11 , , / " 'F I �, !. I "I , � il .1. I ' I 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE \ \\ \\\ \ 5to---,, \'- '�4- �-i - I L\ , / '.' '�: '�'i. / 3.01 SAFETY FENCE 11 I I . ,"', �' "�!" 1� I "� I!;,,, �' I . I - 11 .. V, , , 11 '. � �e �j , 2. CONSTRUCT 48" AND 24" RCP CULVERTS UNDER PROPOSED SEDIMENT BASIN. (i�) CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUMSTANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND '..�. " .�'\"'�'�;'; "."?)", I I I.. ., " � : � 11, I � " I UP - ... . , I " I ..: ' '. I � . , � " '/ , �z ',\ 11:...' � I �.' I ". I I , , �';: "y �' �� , '. I— , , . �' � ;i '. i 1, 1, I , -02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. \ •N-, 1;' I I SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 \ I .' . - , . I � � � � � � � � � � � \ - � i " 11 ., ' \ - . I . - 1: I I .';n-4. .1 - . .- �' . , � I � " � I . I ' -- - i � �' - "'. i 3.02 CONSTRUCTION ENTRANCE \\ � , -' i '. �__. � , 'I, "''� '1' , 'w I �" '� �� . . I '�' " " " . 3. INSTALL CULVERT INLET PROTECTION FOR NEWLY CONSTRUCTED 48" CULVERT. \ '� \" ,\'d 1;-_ . I - � . � . I I '\ ,,, I , , � I "�*. I '.;�- I � ii I , �' , ., , " '."_ . - - '�'j.._' " � �'� � , - - , � I , -".-, �: ,,, __ (". - \ ""I',' � _ . I' I , " 1�1' F, '_' ."'."� , (�� 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE 0 �\ \ % , I" S ..�'-'�_ , " , : : : � , . , ';� , - / ! \' . , - ., . '':�'.',"--'!"� : !��"'. , , - ' I I , ", 'i, - , " --_/ - " ��;; .� _ !, -.' 4. CONSTRUCT SEDIMENT BASIN AND PERIMETER CONTROL MEASURES BEFORE ANY OTHER AREAS MAY BE 3.05 SILT FENCE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. \ .1 \ - * .1 ."� 11 IV � \\ \ �f �"* '_�t �"' ,�;"' * : � i - '11 ' . , t , , '' "� I CLEARED. . , ', 1, �� ;�'��:2 , ' (�i) \\\ , ,. \ ", , I �� ' �.� � �i� � . ", 6 ' .." , . %�7. :1 11 I I o I ,,, , �.- '5� 1 ". !� I _. " 2_� 1 1 .1 .� " , " 1. .i � '�. - , 1, % %., '��"' n� '� 1/1 � I � . '�..!� �' z �Z` ' x `�� ' '�'� 11 V 1 , ' , - � _; �� "I I . . 1.11 � \ '.�' .� --; .' \� ., , � '// 3 \ . - I.. - ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS A FIRST STEP IN CLEARING. \ I `_ .- , \ d_�' \� " - , I . X L � j ��'i'_" ", 4'_�_ '' , � , \ I 1. � 5. ONCE PAVEMENT STONE BASE, CURBING, STONE PIPES AND STORM INLETS ARE INSTALLED, STABILIZE SITE , ' 1.4- i ';�i I " � , , ,., � '. , , , I i�� '\ _ � _ , . 3.07 STORM DRAIN INLET PROTECTION \ \ \\ \ 4'.:-� � -, � , , , , ..) � '��,' , (i) \ ____1 � 'i � r�. ' I \ " \ � " , ' � I , ��: - I I _. L��, ; , " � ,:.,." '� , '� ',I ; �' , -, , � .'� .� - �� e, "I I .' ;'.'' L 'L . " � "" ' ' ' % "j � , ,. , \\ , , . - �t . 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. , "I ,. - , , WITH INLET PROTECTION AND PERMANENT SEEDING VEGETATION, \ \ \\ - '�--) � Jll�'_; , . "� �' - " � . , , " - I ..", �_ "_'�'Ir- " , ION\\ " , , ....' ,. 1, �. �'�"' \ 1, �� - I " . " �' /'� , , , '. � �' � . 3.08 CULVERT INLET PROTECTION ft \ \.1 'I �' ' "'�" - �'L /I.." \ '�' . "\ �"'� ' 11 X�"�. .., � ': , � I - 6. WHEN SITE IS STABILIZED, CONTACT THE ALBEMARLE COUNTY EROSION CONTROL OFFICER FOR INSPECTION `�.. "�;" . e 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT , -'�' '� . ' "', '� , i '_ ,_ - . 1. " , NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION \ '�< "_� \" ''. I\':. , 11 .,-. ,;., I - \ '; '�" " - , .� , I . , . � I/ , , i BEFORE CONVERTING SEDIMENT BASIN TO BIO I \ I., .' '"'�' , ';' -"' 1 � � � -RETENTION BASIN. 3.09 TEMPORARY DIVERSION DIKE \ V �� ". I I ]t, ' '. � . \ \ "�< �'' ' '�' ;� 7",. �CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.1 , I I 11:" 'V' " , ;:�,'�'-:'*";�__��' �'�'' ' /�1,� 1), �\ '% \*1, _... -. . . . . . . ., , , , , , ,1., 1�"; ..�'\ .1 _ �\ , , _ _i _.- , 1�1 I � --" '\X�\ - % ,k� I i N . - , "', � l 3.14 TEMPORARY SEDIMENT BASIN 6- THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION MEASURES NECESSARY TO PREVENT \ . ,.-- t -'/__"_t�\'�\ .�'\�4;-( (11 \� �\< \ EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. \ I;��'�"JX, . \�1` \ <\)� ��'�`",--"" - ,,, , - _ - * 'i V . , " '_' 3.18 OUTLET PROTECTION - , \ \��� " ��' , ,��' � _" '��i - .. .- _1 �� , I �' ��\��"."'-il-t , L \ ' I i % '\"',�' - - i �-;!'�__ '_1 ---, ----- ""',�':�.'j , '�'-... '.4.11.1`11,1 " � 1� - � % N. '-i I_ i'� (�� 7- ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIME DURING LAND DISTURBING I - � __'� ' 1� 'N"_/ " .; I 11�% ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. . " � � _ i_j - �- I -'i , i - - �;, -I' I '-"' I , " _. 3.29 SURFACE ROUGHENING �_' '__1 '_�"� , NA � I --, --�' '--� -__�--'___ \ ", � � I '' --_� , 11-1-1;_ / i 7' ' (�) --"�"�' ___'__11� \ \'�":'. "':' / I 1'1101'�"' � /�i RING DEVICE. '-- 'I" _" I � , --\-,,., 11 8- DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING \\ `, 3.30 TOPSOILING I -�� - --,� � /I ., � ,,, -, �...; I I � , X . 11i , I\\ I I I , 11 , I : 8 - _____� �kro -�" --- --- *+ \ � � 9- THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN -OFF -PRODUCING __ � S " . . RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL �` <� ____ - ____ - 8 3.31 TEMPORARY SEEDING DEVICES SHALL BE MADE IMMEDIATELY. ---\ __ ------,'-- -� � �\ `\ --, '_ �� ____ i a . � . ' " � \ 3.32 PERMANENT SEEDING 10- REFER TO THE ASSOCIATED EROSION & SEDIMENT CONTROL NARRATIVE FOR MORE DETAIL INSTRUCTIONS CONCERNING THIS \_ ____ ** . S EFFORT. � \__-, ._-,., I ' � � �\"� � (MU 3.35 MULCHING 11. ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN SUCH A MANNER AS TO NOT --, ,----- 61310 ____., ) I 0 : . (B� 3.36 SOIL STABILIZATION BLANKETS & MKMING - 12 ALLOW ACCESS TO THE SITE. 11 ___� '_�� '--> ---, S � �� I I - THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO A PERMANENT STRUCTURE _" N/ 0DC 3.39 DUST CONTROL ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED IBY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. "_� 13- A MINIMUM WATER TAP OF 1 - MUST BE INSTALLED WITH A MINIMUM 1 " BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE __- � ///-7 WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM \ DRAINS, DITCHES OR WATER COURSES. 540- - - j""" I ) ) -1 - ,-"A - 0 20' 40' 80, 120' 200' __� �� �11 Ill it] I . . I _`RRA PARTNERS,LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 1 SCALE: ? = 50' ISSUED: 10-11-04 DRAWN BY MEK REVISIONS: I. 10-11-04, CO./ACSA COMMENTS 2. 11-15-04) CO. CMTS/GEN. REVS, 3. 12-6-04, CO. ENG./SWM REVS. 4. 1-10-05, CO./ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed an these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, I.I.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, I.I.C. I 0 TERRA PARTNERS, LLC - .........]l - -2-- SHE' / _et�;� TT ' ,w , , . OF 14 r SOURCE: VA EROSION & SEDIMENT CONTROL MANUAL PERSPECTIVE VIEW r ► fir" �"' t r ►->+� �' G% tl ,r i•i'i�i�%i�i�ii���i�ii�i�i�i�i�i�isi�i"�s�%%s�i#%%i•i i s i•i;i s i�i•%i+i ii�i±i•� pis+••+•i•ii+ii++•ir's•iii+ii•i+•� i•i i i i+++�� ��•� sSi� �•�I • PERSPECTIVE VIEW PLASTIC FENCE SAFETY FENCE 4 ELEVATION SOURCE: VA. DSWC r l WIRE FABRIC of i � I ") p LINE POST 1D'MAX CONCRETE GROUNOLNE FOOTING PERSPECTIVE VIEV METAL FENCE PLATE. 3.1-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC Sherwood and Wyant 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. l FLOW 1' VARIABLE* ORIGINAL GROUND ELEV. 1.0' 67 CU. YD./ACRE VARIABLE N 67 CU. YDJACRE (EXCAVATED) 4' MAX. FILTER CL01H ORIGINAL GROUND ELEV. SEE PLATE 3.13-1 COARSE AGGREGATE CLASS IRIPRAP CROSS SECTION OF OUTLET CLASSI RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE C COARSE AGGREGATE EXCAVATED FILTER CLOTH AREA .�_ --'►' COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW TEMPORARY SEDIMENT TRAP �114,,)SECTION SOURCE: VA. DSWC �4.5' min.--�{ 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) E-022 DETAIL E-028 N. r.S. N.T.S. PLATE. 3.13-2 SOURCE: VA. DSWC PLATE. 3.14-2 CREST OF EMERGENCY i SPILLWAY PLATE. 3.05-2 SOURCE: VA. DSWC DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 3.0' MIN. 05 MIN. 1.0' 67 C.Y./ AC. „ DRY" STORAGE " RISER CREST PLATE. 3.07-3 SOURCE: VA. DSWC WIRE SCREEN FILTERED WATER OVERFLOW� RUNOFF WATER WITH SEDIMENT I DR( WIT SEDIMENT - SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND (WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. BLOCK & GRAVEL DROP INLET SEDIMENT FILTER i��) SECTION E-009 N.T.S. wig �� NCRETE BLOCK GRAVEL FILTER RUNOFF WATER WITH OVERFLOW FILTERED WATER SEDIMENT _ _ o SEDIMENTFITT WIRE SCREEN p � , 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE BLOCK & GRAVEL CURB B INLET SEDIMENT FILTER SECTION Source: Va. DSWC A DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3" SM-2A ASPHALT TOP COURSE 3d ° do A EXISTING 2% 2% PAVEMENT - PIPE OUTLET TO FLAT T-Il_1=III-III=ill-I11=! . lrllf-lTl-Ti-r AREA WITH NO DEFINED :,::I - - - -� DIVERSION DITCH A 6" VDOT #21A CHANNEL PLAN VIEW AGGREGATE BASE SIDE ELEVATION La EXISTING GROUND 0 %- -� d J 70' MIN. SECTION A FILTER CLOTH -A KEY IN 6`4'; RECOMMENDED FOR ENTIRE PERIMETER ASPHALT PAVED WASHRACK, 10' MIN. c I2% 12' MIN. EXISTING A PAVEMENT i� � 2% r 2% A 3d° (MIN.) MIN. DIVERSION DITCH MIN, POSITIVE DRAINAGE 10 WIDTH AT DESIGN WATER TO SEDIMENT I d ELEVATION IS 4.0' TRAPPING DEVICE �- PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW PLAN VIEW SET 1 2" WATER HYDRANT WITH FROST PROOF HYDRANT 3' 67 C.Y./AC. 70' MIN. EDGE OF PAVFMFDT' OFF " WET" STORAGE DEWATERING /o 2 DEVICE ° I I III I I_l f _l I I-1 I I Il_1TI_r_�_T r.erin .........x..:,:,. »:?=ili=-1_11r-I=III=III-ili=r` -III-III-III=III=Tf!_ � I SEDIMENT CLEANOUT POINT NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY SECTION A -A (RISER PASSES 25-YR. EVENT) ALBB1EMARL E COUNTRY CONSTRUCTION SEDIMENT BASIN SCHEMATIC ELEVATIONS ENTRANCE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION E-040 14 SECTIO E-060 Q4,) SCTi�i1� N.T.S. N.T.S. SOURCE: VA. DSWC PROVIDE ADEQUATE POLYETHYLENE CAP PLATE. 3.14-15 PLATE 3.09-1 STRAPPING SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE I TACK WELD PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) DEPTH VARIES As REQUIRED FOR " DRY " STORAGE " FERNCO-STYLE " COUPLINGWET STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, CORRUGATED METAL RISER DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3,14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE `DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS SECTION E-005 11 �i DE TAIL E-078 Jj`jj' N.T.S. N.T.S. TRACKING DETAIL., d SECTION A -A FILTER CLOTH KEY IN 6'41; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLA"''ES 3.18-3 AND 3.184. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. CHI PIPE OUTLET CONDITIONS N.T.S. 14 SECTION PLATE. 3.29-4 SOURCE: VA. DSWC PLATE 3.07-8 E-008 N.T.S. Plate 3.1 8-1 E-052 N.T.S. PLATE 3.29-2 ro GROOVING IS CUTTING FURROWS :✓ / ALONG THE CONTOUR OF A SLOPE.- f IRREGULARITIES IN THE SOIL SURFACE CATCH RAINWATER AND I -III -I PROVIDE SOME COVERAGE OF LIME, -III=1 I I=1 FERTILIZER AND SEED. Ie GROOVING SLOPES N.T.S.�� SECTION N.T.S. 'PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS ]LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 ' U Matt G. Franklin m Uo. No. 35326 SCALE-. AS SHOWN ISSUED: I0-II-04 DRAWN BY; MEK REVISIONS: 1. 10-11-04, CO./ACSA COMMENTS 2. 11-15-04, CO. CMTS/GEN. REVS. 3. 12-6-04, CO. ENG./SWM REVS. 4. 1-10-05, CO./ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, I.I.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC