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Home My WebLink AboutSDP200600005 Plan - Approved Road Plan and Comps. 2006-06-09SHEET I TRAFFIC GENERATION FIGURES- TITLE SHEET COVER SHEET 1 OVERALL SITE PLAN 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 OVERALL DRAINAGE PLAN (PRE & POST DEVELOPMENT) 4 TREE PRESERVATION PLAN 5 NOTES, LEGENDS & QUANTITIES 6 LAYOUT PLAN 718 UTILITY PLAN gi 10 GRADING & DRAINAGE PLAN 11,12 ROAD AND UTILITY PROFILES 13,14 STORM SEWER PROFILES 15 YARD DRAIN PROFILES 1E, 17 RT. 250 RIGHT TURN CROSS SECTIONS L' SANITARY SEWER & MISC. NOTES & DETAILS STORM WATER NOTES & DETAILS 2 TYPICAL SECTIONS, NOTES & DETAILS 21 LANDSCAPE PLAN 22 LANDSCAPE DETAILS 23 IRRIGATION 2428 KENRIDGF SITE PLAN SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA v(�_ ARGTON oe TT I TE 1 - L 7V0Af)- \ -- BIRDW00D GOLF COURSE Fn NNI VICINITY 14AP SCALE: 1" = 3:000' KENRIDG LC H.C. Developer DECEMBER REVISIONS TRAFFIC GENERATION FIGURES- DATESHEET NUMBERS DATE SHEET NUMBERS USE QUANTITY RATE TRIPS/ DAY SINGLE FAMIILY DETACHED UNITS 6 UNITS 10TRIPS/UNIT/DAY 60 12.19.05 ALL SINGLE FAMIILY UNITS 47UNITS 10TRIPS/UNIT/DAY 470 3.9.06 ALL TOWNHOUSES 13UNITS 6TRIPS/ UNIT/ DAY 78 5.16.06 9-11, 13-19, 22, 28 COMMERCIAL BUILDINGS 3,000SQ. FT. 0.01101 TRIPS/ SQ. FT./ DAY 33 TOTAL 641 %S TT R. COLLINS�Z > No. 35/791 ,� I ANAL NO E Z N u c% N c O > uiw E _ z J _ Lu uj ¢mow �OOr" W Z a-.0C� O a>U� L N Lu V z� t A V Z ICn- V) U} _ Wce. O Z Z F - p adCec~nu 4 E�w o� Z HVo� L u U®O L _ �Q Q E z wN N z zzV o Q =)mV to w V O 0 < ce � W 00 H .M C n a a o 4w Q _ 01i o ceD 0ad 5 c > 4w u C Lu E Lu E U')kD � z _ CLW 000 4-' `� c L�� o z O > o o -' > Q DATE 73 <- 0 4w W U)12.15.05 0 u DRAWN BY coD J. DALY 0i DESIGNED BY S. COLLINS o, CHECKED BY � S. COLLINS au 5 SCALE A Pli--, R VA LI/ S • AS NOTED x TIMMONS GRO Ir i]aD' NOT � RESPONSIBLE OF' LIABLE FOR A N Y CONSTRUCTION O/ LSA MA GES TO THIS PR O JEC T PRI OFA ALL FINAL PLAN14 -00 APPROVALS. v V) O o :�E 4- o a� z 0 �° Frl i- U V O O_ c v o w z u °' N uj o �= Q) (D uj u "), �i rSiuj J v Q o � Z®�� o u E U — UJ y�° � �e, J� fit. �� 3 � � �,, ? �� 3 O Comm � W -o W O � 0 O L- i cU N V U O_ O � f) v � O _ U �o Q) L O �n E DEPARTMENT OF COMM -UNITY DEVELOPMENT a PLANNER/ZONING ENGINEER/NG BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARDJoB No. ° U) FIRE OFFICIAL 22816 ° Q) Q) CO ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION TION SHEET NO. VIQ a. 1 of 28 w £ C) C:) CD (LI Lfi CD x Li :5 0 75 C: -LC5 0 0) 75 Ul X ,D Go CU zs Cj) 75 y ID co (U CD 7 60 7 C -V -Z 00, z AV 41, If 5or 4F PRA-INAG E AR-EA�-4- 1 L �7\.,B- AC�- VM- 51 �4* '4� -SITE AC.- -OFF '\AC 1 4% 1 4W, 1 44k IRV 4 30 DiR101 ')OA 3. .1F 4#\ Tc? 6./50/At OP A r 4W# M Z - d A R URA4 J [,V -EA��, f A C;-- U- 1V__ TEl (7 -AC C TOTAL -C- -A- A� 'ff -7 Ile, �T 7 L V AMP A '5"\ Z 5, IN R --E-A--#- 1 A A- )AGE -A -9,1 S11 f -A -ONQ -T-E-_ m a A C - -T-E`�' Ott TA L V�0/v 0.,30 AC.- TO - ----- '41-R-AINS TO�'-FIT-TER- -k'\ DRAINAGEAREA *,2�. J, a V 30 A"q--0N,,SITE V,'A C OFF -SI AI J, Al 0 A C,�,�.-T.O TAL., R Z' 0�. - .3 7 0 iq --E 5- -N -T, ERRA �1, S, 70, T INL 7' /* 0 < 'A -'D R EAREA, A '3 4- 4 AC, -Off -SITE 41"', i AOFF�- SITE", 10 OT C. T AIL 'LY -5 "T -E-' 'ORA-IA1,5,PIR, E CT OF F I _\' N\ rc,'"k 14- MIN Z:� all 4�9 k; 14 7 '11-�16 ZO �Go qz' A "A" 607 0� < "N X < COD I-.-" k I I % -- ---- ---- # -Z -L�_ IT-E-- '5�AC 6 -AR FA- DI F- R-, ri TEKRA ?%, v C. W, 'j, Z 7�' % E . .... -GEAR -A Rjj1NA, -ON -E-- A 'L -TE- RR -A, -1-NLET- D� TO F INS ZZ < 7, j J I" �q & al - 044 A FIAWA J "Vil j VP o Ai 0/1 'ik A _J� R WATER QUALITY SUMMARY C" E 0 PRE -DEVELOPMENT DRAINAGE POST -DEVELOPMENT DRAINAGE z to Is— W - 8--c- FILTERRA CVREI INLET AREAS (AC.) PRE -DEVELOPMENT CONDITIONS AREAS (A C.) POST -DEVELOPMENT COND17r1ONS POLLUTANT REMOVAL FlIterra Standard Plan Nato Neu REMO VAL DRAINAGE ce-1 i. -I 0 > 0 TYPE OF TREATMENT FACILITY REMOVAL RA TE AREA %_ LU LIS E = --I :r- PLAN VIEW liandwitping, ggum� cova, Iml pmdrig -xxl street sweeoig complewd), negildlillf ate RA TE �_. Im STANDARD TRANSITION FROM CURB AND STAHOMD TO SA TISFIED ON-SITE OFF- S1 TE TO TA L IMPER VIOUS PERCENT PHOSPHOROUS ON-SITE OFF- S1 TE TO TA L IMPER VIOUS PERCENT PHOSPHOROUS REMOVAL REMOVAL A REA AREA AREA AREA IMPER VIOUS LOADING DRAINAGE AREA AREA AREA IMPER VIO US LOADING REQUIRED RA TE (7.) Ln la IF -e placed ort the box (SF) (7.) (LBIYR) AREA (SF) (711) (LBIYR) Lpost-Lpre x 1 RRX100ILpost I'll IiTIg8 lII1j)j;1i0d fi I'hTIA WIWI. th: lA1iTIl?ltWkQIIS 1;,:T lilt: d;;liVCry. Nialmilonam Ln >< FLOW t' fLOW \ F- Z Uj Z LU Z LU L. DEPRESSED CUTTER AT Z'FILTERRA \-WASS CURB INLET Id 9 15. 12 49.9% L& V) LL_ <z '�r 4W (A C2 1 78 1,9 9.7 22,652 7 11.01 4.96 1.72 6.68 90,182 42 13. Oj (AREAS 1-4 (AREAS 1-4 BIO-FIL TER AT REAR OF PROPERTY 507. YES 0) LL Ctompact undistirbed svL-gmdo 11'atterials to 95% of 1111millull dolwty at 1- 2% of it; w� bu include4 in ULe price of tluvh FilltmiuO Laft ExItridIld irwinlenlux;e mit1ws Z CIUEANOUl` COVER BY AMEfWMT GALVMIZED CAST 14 TOP SLAS (Ni SHOWN ANGLE NOSING ZZ i re) optiamm luabsture. Urmitable nulterial below tsilb-prade shau lbe replaced to the site ellginterlts approval. ury lividuble III, exua cost ujxn retimi. =) 000 =) TOP SLA� FOR CLAR[M OUR AND OUll tMIM) COMBINED) COMBINED) Vill U 2 3.64 0.5 4.08 21,708 14 5.30 3.68 0 J. 68 109,765 68 14.96 SEE ABO VE SEE ABOVE BIO -FILTER AT REAR OF PROPERTY 507. YES 1 5.06 0 5.06 17,500 9 6.12 2.35 0 2.35 16,625 16 2.80 SEE ABOVE SEE ABOVE BIO -FILTER AT REAR OF PROPERTY 50yo YES 4 - - - - - - 0.34 1.15 1.49 0 0 0.10 SEE ABOVE SEE ABOVE BIO-FIL TER AT REAR OF PROPERTY 5070 YES 5 - A. FmeipL dvbril� d1l, muhii & IvAt reinovul 3. - - 3.96 0 3.96 16,210 9 3.19 J. 19-6.12=-2.9J NOT REQD 1post is less than 1pre *** NA NA 1A 0.30 MLILCH PROVIDED GY AMEZ UNDMORAIN SYSTE101 0.30 GUTTER DEPRESSED LTH, 0.42 0.jO - 0.30 11, J25 87 1.53 1.11 737. FILTERRA INLETS WITHIN DRAINAGE AREA 74% YES 2A 0. J0 0. JO - specification C89 I "Standard Practice for Initillaticm of Ltxle�grorind Precast Utility 0.42 0.30 0.30 10,460 80 1.42 1.0 707. FILTERRA INLETS WITHIN DRAINAGE AREA 747. YES 5A 0.67 0.67 6,800 2J 0.95_ 0.67 E 0.67 1 13,000 45 1.87 0.92 50Z FILTERRA INLETS WITHIN DRAINAGE AREA 747. YES WITH THE TREATMENT OF 0.67 ACRES WITH FILTERRA INLETS IWITHIN THIS DRAINAGE AREA (DA#5A), THE TOTAL POST IMPERVIOUS AREA IS 16,210 + (13,000 - 0.74xlJ,00) = 19,590. THE PRE -DEVELOPMENT IMPERVIOUS AREA FOR THIS DRAINAGE AREA IS 17,500 + 6,800 =24,300. THEREFORE, WITH THE ADDITION OF THE (2) FILTERRA INLETS, WATER QUALITY WITHIN THIS DRAINAGE AREA IS ACHIEVED. n rn r- m r- \ /r_ 1 ^ r_� k j r- k I "r m /,\ e- _r m r- \ ir- I � r-, & A r -k I -i-/ I, i /-, r--, -m i I— r-%), I � � � �l � k I \ PRE -DEVELOPMENT Q2 14.19 CFS Qio 22.33 CFS Qloo 28.38 CFS POST- DEVELOPMENT (BEFORE ROUTING) Q2 28.66 CFS Qlo 39.51 CFS Qloo = 55.78 CFS POST- DEVELOPM ENT AFTER ROUTING FROM BIOFILTER Q2 9.61 CFS Qio 18.75 CFS Qloo 29.21 CFS TOTAL COMBINED POST- DEVELOPMENT Q2 10.62 CFS Qjo 20.18 CFS Qloo 31.27 CFS k� 41 DETENT101V AREA " f-2 NO SCALE 0 VERFL 0 W FIRS T FL USH EL, = 5 76. 0 77)P 0Jr LWIP P JC V = q 70 n - WEIR = 4' R10FUER = 580.50 - IL T ER = 577.0 OF FlUERISTONE = 573.0' Q2 9.61 CFS Q10 18.75 CFS Qloo =29.21 CFS H'T. = 2.9 8' EL. 579.98 H'T. = 3.53' EL. 580.53' H7. = 4.0 5' EL. 581.05 SCHEMATIC FOR DETENTION AREAS fl & NO SCALE TOP OF WEIR IS A r 6. 6' ABOVE DOWNS7REAM INVERT J" ORIFICE 0 BOTTOM W7H I' OF STONE COVERING 774E ORIFACE AS AN AN77-CLOGGING DEVICE DETEN77ON SYS7EM-8' PIPES AREA ABOVE WEIR=5.91 SF 178 LINEAR FEET DETENTION AREA 41 (OUTFALLS Q2 9.85 CFS; ELEV2 = 7.37' Qio 12.32 CFS; ELEVio = 7.5' Qloo 19.35 CFS; ELE'vi = 7.83' DETENTION AREA #2 (OUTFALLS): Q2 7.48 CFS; ELEV2 = 7.24' Q10 8.67 CFS; ELEVio = 7.31' Qloo 13.00 CFS; ELEVloo = 7.54' SH SCOTT R. COLLINS�Z No. 35791 Ilk, 'I C" E 0 z to Is— W - 8--c- FILTERRA CVREI INLET FlIterra Standard Plan Nato Neu INLET SHAPING A A (BY ce-1 i. -I 0 > 0 A. Activulion of Ow rillerm"' urdt il� perfonned ONLY Ly ate Supplier, PulrOutser i, reqxmible for rinearull iniel, pmeplivn im liubsequenicieun oul, vl.%, ndq 1prmsx Amalul. corructe3we undl dw siLie iv fully tlutbilizod wid Plolated (IWI > V) %_ LU LIS E = --I :r- PLAN VIEW liandwitping, ggum� cova, Iml pmdrig -xxl street sweeoig complewd), negildlillf ate SDR -35 FVC COUPLINIQ CAST wo PRECAST Box �_. Im STANDARD TRANSITION FROM CURB AND STAHOMD TO A. Kmoh uylil. slivill bo omillituelcd III IhU 4IQ.6014 UTICI CICVAMIS HOWITcling lAi llic,�izos; cllnnixl of ceminiction matak-45 contarniiiating th3 Filum"" symm. can, shall U taiken durin c-onsmolimnot to &-,mkqo thiprotc<.�tivc thriatind topplat.%. WALL BY AMERICAST (OUTLET CUTTER Lbe vq;jm)v,nA&d.WiTIg.,. Avy 7TIO(firlWilikyll.S lAV 1.11C ClaVAIJOTI M' 1=4601[1 4611 U_ III PIPE LOCATION VARRO L C R be at the dim.,tion Dfand approved by the Lrigineer� H. AefiVIrtion inoludn'; imill.1 lati cm of platit(il.) and MIlCh lllyonA CIA nucllhfjty� L z al� Uj ---------- --------- I MRS (BY OTHERS), Ln la IF -e placed ort the box 0 FXTERM 7141"ftAT culm Im_U THMAII visiag this 2xl wood provided, to prevent arly centutditation from the site. %U internal to am VIEW < FLOW t' fLOW \ F- Z Uj Z LU Z LU L. DEPRESSED CUTTER AT Z'FILTERRA \-WASS CURB INLET �'Tlw 1161 AtIll bic 131,w4d oll Lx svilh H THiTiTY11ITTI 6-ilklil gTHVCI bi 0 z L& V) LL_ <z '�r 4W (A C2 m: THROAT OPENING (TYP) FLOWUWA n xv - _11mv 2: TTIA11:11iTly 1114 11TIVI gymL of lhc 0111-1) HIM ill OW HTCH OrOW latil. ThU Ifflil. 19117,; A. Each corrootly imtnllci blitcrwils uldt is to b� maintainod by th', Snpylia, or a m &. THEE FPME * GRATE 000 0 U ELEVATION VIEW < rl.10,21 tlwt the 111lit Diu] tctp 611b 11latch live grade, of the mb in the area of the uillit. SiLppliar ilMrm-ad emnaotor fm a miriltmim pefitwiif I yzfmThc coltt.ofthi%.5;lMcc LU CAST IN TOP SLAB P" AS SUPPLIED 0) LL Ctompact undistirbed svL-gmdo 11'atterials to 95% of 1111millull dolwty at 1- 2% of it; w� bu include4 in ULe price of tluvh FilltmiuO Laft ExItridIld irwinlenlux;e mit1ws Z CIUEANOUl` COVER BY AMEfWMT GALVMIZED CAST 14 TOP SLAS (Ni SHOWN ANGLE NOSING ZZ i re) optiamm luabsture. Urmitable nulterial below tsilb-prade shau lbe replaced to the site ellginterlts approval. ury lividuble III, exua cost ujxn retimi. =) 000 =) TOP SLA� FOR CLAR[M OUR AND OUll tMIM) U -j Vill U D. Amival rintinui cunlisw of it imdrawn of (2 j L4vhll"i:id visih� TILill visiltl at U INTERILOC)ONG (By C) LLJ FILTERRA OUIRA U01ITIUVIJOTIN SiMll lh� tilliFT1041 m7ld swlh�d lo In"I 1JI'l ulInkynd drilwill-gs willi schodulod waisonalliy, tho spriLig visit aims to �Acan tip airlor winlu loads includiry STREET m LU Uj mofb ficaliollh TICOC'muly 14) T1100 �IiL! 00tflili %III,% und louid Tugulmliiovq� a&Ltq and sanis, TL, fall visit hclpl� tho systartl by r.m,,vi4 Qxo.5idvc loaf iittz�r. C CURB CUT. GRATE INLET, E., onvis the tlli� is let, the Internal Wooden fams and protective mesh cover must be left C. FtIch mainticnaticc vi Ail c, rsismol'tho follksing taskm -toot- DRAINAGE DITCH, OR 07HER intact. Remove only the temporary wooderi rldppbig blocks bemeen the box and top OOWEL SAM 0 12" D.C. FORM OF LOWER ELEVATION I BYPASS REUEF slab,. The top lid qlxmdd'be sealed onto the box section beftse ba4filling, 115ij-4 a L1011- 1. Filmrul" witil illspe�liun I D PLAN VIEW grout, butyl rubl: r �,rawrprmf seal. The bcoxI15 i p 61trink xr or shrifli CA to of the lid and A. FmeipL dvbril� d1l, muhii & IvAt reinovul 3. ce ils millitYrinddalilai) will tirnovc III,= limu oradivililimi. Htii 4� 111mixt hoalth QVC1111ALIl 011d pilloilig or replac-'alont os anossaily STANDARD TRANSITION FROM CURB AND STANDARD TO Aould 1h; INTRI11TIC41 ill A Ulr.Atul mmmwr, i3irillgiTlg III,; fill Irlitl0fild 1q) i7l 3. MLILCH PROVIDED GY AMEZ UNDMORAIN SYSTE101 GUTTER DEPRESSED LTH, 6"' iifts on ull AILS, AIM in AJ ill 1-1 ITIARTU' 1.11KI. will MSUIL iTI fj 6. L'ds;po�lIi of ah mi-00nmoo nAlso itoms FILTER MEE AMEIVAST BY AMERICAST Ilypl/ I GUTTER [TYP) BEV watm�g lit. joint, hi all histancts, inistrIllation of'r-ilterra0vi-it shall coiftirm to ASTM 1. MIAiTIIeTll1TICU TeL!ori:14 updlle(I 11MI Sit Tell. (Ttl[hlrhi imiJbible iqxri requeAl) SIE=M Ai specification C89 I "Standard Practice for Initillaticm of Ltxle�grorind Precast Utility Now- ALTERM THwAT 4W C AnIctures", unless dilacted o'llerwilse in ocimao documej'As' D The begirmilUig -djul tnidiilg daw of Sapplia'� utligudm lo riti ffie irtswled ts,�-�;Wm shuMbe detenuiiwdL�y the Supplier al, llit Ulm Lhe sylltilmis acUmed. 0-0.1wis -0-u-m-U-1 LU E GUTTER FLOW GU CURB CUT, ORATE INUET, must Promptly liotil� tho Supplier of oily (ImIlago to tho plaim), IVIU011 oomtinft(i) OMMMON L I W I ;F*MSIZTEE I LU DRAINAGE WCH, OR OTHER ko Piftarw utlik is til. ij gnmllor Ulmilit'li 111?111 lll� flow-lilic of 1.11C bylaum mly'lldum In- on iiitogrcil 1part of thc blorotantion 11coluliAcSy. U < a x a LA FORM OF LOWER ELEVATION DEPRESSED GUTTER AT f L FILTERRA BYPASS RELIEF ri� ndid'(dillp iTI101, ma b ual or;ii Flii I In 10 UOTTI10 I Y Wi ill 1.11i N g Ui 4 lill Ii TLI TIM �' UVAISC z < 0 T_q C THROAT OPENING (TYP) runIIIIIINK am W FLOWNRV"W lo Lkl Vi XIVitiLYTITTIMIA1 4Lviw. ORNWING AVAILABLE IN TIF FILE FORMAT. (1i k6 DRAWING AVAILABLE IN TIF FILE FORMAT� ELEVATION VIEW 0. Loch irrigatiolito ensare stirvival ofthelivin4 jri;� 10111TE __ 12-22-04 M FM17-2 0 -j mtem during paTioch, of&ier weather. Thits nmy be ac-lieved tinughgurter flow C'r through the tree grale, 0AX 05-09-05 1 DW& FLR-2 It PHROW VILT111111U111" UNIT. InLIERMO Tm"L DATE IMANDMI11111 CON 1111UPA"M 0 FL"Llfm IL- 101 12,15.05 Vill PC AM DRAWN BY PJUAMINSHIP POR 111111111QUIRED ErIline I IVE BYPASS -AT CWX4 D. OBERSKI DESIGNED BY n rn r- m r- \ /r_ 1 ^ r_� k j r- k I "r m /,\ e- _r m r- \ ir- I � r-, & A r -k I -i-/ I, i /-, r--, -m i I— r-%), I � � � �l � k I \ PRE -DEVELOPMENT Q2 14.19 CFS Qio 22.33 CFS Qloo 28.38 CFS POST- DEVELOPMENT (BEFORE ROUTING) Q2 28.66 CFS Qlo 39.51 CFS Qloo = 55.78 CFS POST- DEVELOPM ENT AFTER ROUTING FROM BIOFILTER Q2 9.61 CFS Qio 18.75 CFS Qloo 29.21 CFS TOTAL COMBINED POST- DEVELOPMENT Q2 10.62 CFS Qjo 20.18 CFS Qloo 31.27 CFS k� 41 DETENT101V AREA " f-2 NO SCALE 0 VERFL 0 W FIRS T FL USH EL, = 5 76. 0 77)P 0Jr LWIP P JC V = q 70 n - WEIR = 4' R10FUER = 580.50 - IL T ER = 577.0 OF FlUERISTONE = 573.0' Q2 9.61 CFS Q10 18.75 CFS Qloo =29.21 CFS H'T. = 2.9 8' EL. 579.98 H'T. = 3.53' EL. 580.53' H7. = 4.0 5' EL. 581.05 SCHEMATIC FOR DETENTION AREAS fl & NO SCALE TOP OF WEIR IS A r 6. 6' ABOVE DOWNS7REAM INVERT J" ORIFICE 0 BOTTOM W7H I' OF STONE COVERING 774E ORIFACE AS AN AN77-CLOGGING DEVICE DETEN77ON SYS7EM-8' PIPES AREA ABOVE WEIR=5.91 SF 178 LINEAR FEET DETENTION AREA 41 (OUTFALLS Q2 9.85 CFS; ELEV2 = 7.37' Qio 12.32 CFS; ELEVio = 7.5' Qloo 19.35 CFS; ELE'vi = 7.83' DETENTION AREA #2 (OUTFALLS): Q2 7.48 CFS; ELEV2 = 7.24' Q10 8.67 CFS; ELEVio = 7.31' Qloo 13.00 CFS; ELEVloo = 7.54' SH SCOTT R. COLLINS�Z No. 35791 Ilk, 'I '0 0 0 -C 0 0 0 > 0 0 0 z x U C 41 0 (D uj 0 -C Uj Q) _j 41 10 -4- 0 E U Uj 0 (1) n 0 0 181 V) q Z 0 Uj .2 V) 0 00 0 x -0 0 0 Q) -t 4S E 0 r_ _j_, 41 C E 0 -0 1-0-6 0 > 0 JOB NO. J 22816 0 SHEET NO. 0- 4 OF 28 C" E 0 z ce-1 i. -I 0 > 0 > V) %_ LU LIS E = --I :r- C = U.j �_. Im F- U_ III LU z al� Uj Ln 0 > < 0 pi i F- Z Uj Z LU Z LU L. 0 z L& V) LL_ <z '�r 4W (A C2 m: x 2: Iv) X 0 r -j V) %0 m &. U U) 000 0 U 0 < cy-, 1! LLJ Ln L.L 1*. LU 0) LL M z Z Z ZZ i re) 0 =) 000 =) :D U -j Vill U U U C) LLJ > Uj 00 m LU Uj Uj C vi D ce 0 4W C LU E LU Ln 000 ko ko U < 0 LA 6 ri� z < 0 T_q C 0 0 r`ti (1i k6 Opp C 0 -j Ce DATE 0 12,15.05 DRAWN BY D. OBERSKI DESIGNED BY S. COLLINS CHECKED BY Oil S. COLLINS SCALE 1 ri=40' '0 0 0 -C 0 0 0 > 0 0 0 z x U C 41 0 (D uj 0 -C Uj Q) _j 41 10 -4- 0 E U Uj 0 (1) n 0 0 181 V) q Z 0 Uj .2 V) 0 00 0 x -0 0 0 Q) -t 4S E 0 r_ _j_, 41 C E 0 -0 1-0-6 0 > 0 JOB NO. J 22816 0 SHEET NO. 0- 4 OF 28 I I I I I � . I I - GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 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STONE WALL ANDIOR PEDESTRIAN EQUIPMENT AND MATERIALS SHALL BE ALLOWED GATE TO BE INSTALLED AT THESE LOCATIONS. WITHIN THE TREE PROTECTION AREAS. I �, - __� - "�,_ N,�, ___ ,�-- __1;mp0A_ ______ - I - I L ,I-- L�I�li:1111 �, _Z:i --- - � 11 I I , � - -::::--- - , 1-1.11-11"W- - , � - - - -- � , � � , - - I - I I �1�1��.', L16 - , - � �__.�:::7_� Z 12 , g,, � �,=m_ � ___ / C_ _� 400 ,5_� � , �__- - :� V,--_--_< _�, - 1 15�� - - , g.,,�Iyw�'A�I� - 1� ___ - Ill, -- -,. / , - - �:__:�_.___ P ��,,,� - .,* - - �, �� -, � (-�, Iffi, 77,,��,�,--- __ - - -- ,--I- , -:141- � Z�� `� , - - \ � " 1_�__ - -----: __" 6610 -_ ) _-_�!_ -�_- � _�_ _Zi� I - - , li\ I-- �!__ - �_ - ------,, -,\ - -7- -1 - J le� I �� , li��_ _/ \ 11 I - " - r D- ��, \ \ U. S'.�,-, ROU',TE 250" - W-1 ___ 61, _,__________ - - 't "'-_ �\ \ - - \ �HR:��* 4- ____�______ \ \� \\ I*- Tf_�__ � \\ \D___ 1), � � _�, __ C-1 1:1 � ��,_ .", 1 1� `,10 \ _ , S �, � t ' _ � -7 0 / " 11 -I-) _. _. C � - I\ \ . C1�, -, \ / 1, I ,� �`��. � - \ , I\ 11 /) \\ - � ,� \ / 1�\1�\ . I , I ;. ,J I \\ ,�,\ \ I/ --tl- / \ 11 \,��,\_ // /� \\ X / " \�_ , , i \\ , \ \ ( \ \ \ \ , , I , ,�[ " \\ � \ \ I I, I I \\ I - � - j / 'Ilk\ & COLUMN ROCK WALL. GATE I " . - � " � .. Sw �,,, G, ,� , ,\\, " - ,� , "', _ I - __ ------ ,-1 � , " , . � , � , 11 � - ( - - 110, 1, � ', ,_ - . - - - , , ,� "�, �T � " �, i "e" , Z �, I - _1� 't I - --_____1r__---- L, ,,� U"�� 'AY466(, tWAV/ I ,�, I- .. '11-1, 1 48 3 1 � � Z_ !�� , . ---- �� -4 �t L, � K, .1� [�\�, �< -, 1 4!-,. 9 - E �,_ I 6�4_ __ ne )Y � 2 , I C -11 :: A - � �F - I :, 4��i - 7 . 117-1 __ -_ . It �11 .. ______, �_�__ __ __ I - "Lt 6�7 48,� -1 rz__ - __� __ - �__ 11 _17 \ .- - - " , ___ - 0 11 ___ ":� - �) I)- \ '77 V-) \ � ,� � _`,_,�� .. \ (�_ , - __ / ,-----' , 0 � , � .___ _��_ -��, \ \1 - ___ - , 11 , �� 11�___ - _____ � ,__� , �\ _ ,'��, � , \ -- - �\ - - 1� I I " \ 1, , 1. , - - -1 - ,____ ---_, ,_ , �j - -, I , ,�� , , I - - I- -, _-, � __. �A � - ��_ 1. , �, , - � , __ . __ __ I , , � �10 I,- _ -, - I _�,;�, I � . _____� - �Ml � �' � � , __________V, � � ---,,I 1-\ . . � 1115, !,; ; �-11,��,��ZZZI-�W=�I'l�"zl-_,�2-112�-,� � I'v-&S-_11�` M'�, @,��__ ____ -_ ____ � -_ � I I 11 I �. I 11, - --7----- � \\, \ \ " _�=__ =� 1 \ __ __ ___ ___ ___ ____ ____,:D:7__=777� cl, ___ jpf� f M , � - - f ') �-� 0� -,r ;) I - V,-- ,�l - _L '! )1ARTAKE P � ___------,,--- -L-'��>. ��, _)\ U , ,�L (;, t \ , , LQ - -- --- --- ___ __ -_ �- - 1� 1) L1L____ I I� ._�< -_ 1 __9 -_ I , _�_ �L� _____ - � � � � �D I 11 - -,\ -_ -A- � - I \ I � � __ I I ____.L______Z_L - � _________,_ _11- \ _______j____ -f- �: __ � _�____ "__�'____ \ - - � ___-G --------- - ------ ___G _ �,_,A== , -,-,-.--- _6__:m�l -� --�� __1 - _,�, " 7 �,- ,, --- -- -:�'_ - _ - _11C, :, , _:� �', , �____�_ ___ - ____ -6' �, - 1�10T�'LtXISTIWQ ENTRANCES TO THE PROPERTY TO 1� � "�� , \�'�' . �\A - -, . . BE ZANDONE:D. STONE WALL AND/OR PEDESTRIAN CONCRETE & I GATE TO BE INISTALLED AT THESE LOCATIONS. ROCK WALL I BENCHMARK ELEV.=591.02' . NOTE: EXISTING SITE WALL TO REMAIrN. DISTURBANCE SHALL BE LIMITED TO CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF ONE PROPOSED ENTRANCE INTO THE SITE, ANY CHANIGES TO THE WALL SHALL BE MINIMAL AND ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL. STONE PILLARS ARE TO BE PROVIDED AT ANY PROPOSED , ENTRANCE TO REPLACE THOSE REMOVED. . � I I I I � � - - LEGEND ( r---4-�---�-(-"-�y--�--Y--�-�,�y--�-, ,��_) ) EXISTING TREES �_ _�_) �-�l-&-,�,,�,��--A-".--A--&-��--",,--)--�'j I'll ...... If ...... 111��,��l��,,�i,,,,''�,111��,��ill�� .... 1110,�411, I _rrllr� (�� AREA OF TREES TO BE REMO VED (1-11, '' , A i,� *A -*OM%%,# INDIVIDUAL TREES TO BE REMOVED [\/011% V\) "%lft"111100% NO TE: THE TREES THA T ARE SPECIFIED TO BE REMOVED ON THIS PLAN THAT ARE L OCA TED OUTSIDE OF THE LIMITS OF CLEARING AND GRADING HAVE BEEN DETERMINED TO BE IN POOR HEALTH OR DEAD BY A CERTIFIED ARBORIST 1 1992 . 3.38 I I DRIP UNE _\�j SNOW FENCE ` -I I BPA FENCE - - __ __ 0, 1*1 = iw� .� , , .':::.:.% '%- OVID FE W,j 40 1��"_.%*,:�.;* .,...:. .0.*'.,.:!.,N , .;.22%;.1;.*37 .. - -.-, . . _r , _ ------- -16.; - - _'*`� PL,Wnc rENCE CORRECT . METHODS OF TREE FEAICI,VG I . to �� so - CORRECT TRUNK ARMORINt 111011 TRIANGULAR BOARD FENCE I IIIIIIIIIIIIIIIIIIIIIIIIIII� - Source: Va. DSWC it County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plaus , pp 111-284-111-297 ifor complete specifications) � Plate 3.38-2 ' A� - - I I The fulbMIMg bms shal I he shown on thhe-noll C3 Trees to be saved; . U Limits of clearing (outside dripline of trees to be saved); � U Location and type of protective fencing; U Grade changes requiring tree wells or walls; Ll Proposed trenching or tunneling beyond the limits of clearing. 2. Markinvu: L3 All trccs to be saved shall be marked with print or ribbon at aheight clearly visible to equipment operators. �.0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. fteSonstruction Conference: . U Tree preservation and protection ramsures shall be reviewed wit1h the contructor on site.. 1 4. K91-iRmeut OReration ;Ind StorW& , . LJ Heavy equipment, vehicular traffir, and stora9c Of construction na, aterials including soil shall not be permitted within the driplines of trees to be saved. . . 5, Ul Erosion and Stormwater Deigatio i DevicLw; I 0 Such devices shall not adversely affect trees to tie saved, 6. E[res; IZI Fires are not permitted within 100 feet ofthe dripline,of trees to be saved, 7. T%ic Matenals: U Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Proft.cliyg Fencing - 3 Trees to be retained within 40 feet of a proposed building or gradling activity shall be, protected by fencing. 'D Fencing shall be in place and shall be inspected and approved by, a County Inspector prior to grading or construction. 9. T r e e I Me -11k: . U When the ground level must be raised Within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. inge Walls: U When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchiniz and TunneRazi U When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12. Clp Aikup: Ll Protective fencing shall be the last items removed during the final cleanup, 13. Damaged Trees: .. Ll Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. . NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERI�ATIOIN REQUIREMENTS. � , ONMR SIGNATURE (DATE) . CONTRACT PURCHASER SIGN.ATuRE (DATE) I T H 6) !!�! �_� 7� 1�� lleln� S�1' 1�1 E4 ,1 , SCOTT R. COLLINS�?, ) �_� ) No. 35791 .1c, 1$ 1�1 _'�e �,S��IONAL S�(�w� < r-4 E C) >4 P-4 Z Cn 0 r-4 U I. CM (D " 0 a 0 I Q� 11� 0 * E � 0 �7 > �_ LU LU' E --i *R C = 0 cu U-) LJJ 3: �- Uj �-� > U M __ � 3: U> ` �: 4) - � M V) U. Uj 3: 1�= I unj t �: r�, I,,D < C)� 0 r-4 < Uj III _j M CD CD ICU Z P-4 _j L.L. _j "J M -,L. Ln (U 0 0� QL > -I- a) - U) 1-1 C'IIII! h. Z - T) CD 6 (D LU , ,1. Z I- LU M Z (1) V) �_ = '" r- Uj 17 :5 0 E >< = 0 0-1 I-- Z Z � Z �5 - ) Ft r', - 2� g tf) < L. � a- Uj Uj LU 0 Z LL 0 < Z 't 4W wl C� 2: 7 2: 2: 2: 2: 0j C 4 J1_1 0 r"I A U U-) 1�0 M U M 0 0 0 d 0 - - ce U! L. to= Lu U � U r U � n �_ < LL M " Z U_ " � 11,4 Z Z Z -p Z �: P-4 (D r_1 4 . 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Z t E , ia� Uj _U Uj �_ Z_ - I W1 0� 0 � � e lll� Q. n in D 0 & LIJ ry , U LLJ L,U . _j co _j Q� 77 �"""llf 0 2: �.:�:� . :> _j F__ , Uj "4- . :) 0 - > 7' 4_1 , -_ < a) : V) 0- 0 L_ 0- , Q) > . U) D U I X , 0 T : "C I I , , (1) I_ , 0 CO '. . C Q) - E :3 U . 0 -cl � _0 Q� - �I 0 . C C, W - W JOB NO. Cl - --C) C: - U 22816 V) (-: C) SHEET NO. -C-)- Q) 11 5 of 28 Q, r? I I - I �_ - 11 I __ _ 11 _____-1 I LEGEND ROADS ----------------------------------------- EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GU TIER PROPOSED PA VEMEN T EC -3A DI TCH 6" DEPTH OF EC -3A DITCH EC -2 DITCH 6" DEPTH OF EC -2 DITCH ••• -- •••--- EARTH DITCH DRIVEWAY CUL VER T BENCH MARK •••• •••• •••• •••• •••• CLEARING LIMITS a' VDOT STANDARD STOP SIGN 200---- - - - EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX EROSION CONTROL CONTROL HANDBOOK SPECIFICA77ON NUMBER STB t"�-1'�TT 7 STRAW BAIL BARRIER 3.04 DD D V GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TDP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERALS, AND WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE L OCA TED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRI VA TE BOOSTER PUMPS MA Y BE REQUIRED. 10. ALL COMMERJC/AL BUILDINGS WILL BE REQUIRED TO HA VE A BACKFLOW PRE VENTER GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PR/OR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT POF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA TION (VDOT). THiS PLAN AS DRAWN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MA 7FRIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE /S 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY /N ORDER TO STABILIZE A DRAINAGE CHANNEL. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS N. 8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL NOTES" DEVELOPER: KENR/DGE L.L.C. HC A TTN. HUNTER CRAiG P.O. BOX 5509 CHARLOTTESVILLE, VIRGINIA 22905 OWNER: KAPPA SIGMA MEMORIAL FOUNDATION C/0 JOHN S BIRKELBACH 2447 IVY ROAD CHARLOTTESVILLE, VIRGINIA 2. ENGINEER. TIMMONS GROUP 711 N. COURTHOUSE ROAD RICHMOND, VA 23236 TELE.° (804) 379-613J E-MAIL: Scott. CoHins@Timmons.com CONTACT- MR. SCOTT COLLINS J. TAX MAP NO.: 06000-00-00-02700 D.B. 3049, PG. 043 D.B. 1153, PG 646 4, ZONING : CO COMMERCIAL OFFICE 5, USE : MEDIUM -DENSITY RESIDENTIAL & OFFICE 6, ACREAGE (TOTAL): 16.5 +/- AC. ROADS. ° 2.1 AC COMMON AREA/ PASSIVE RECREATIONAL AREA: 133055 SF. = 3.05 AC. (18.59) 7 SETBACKS (PROPERTY): FRONT- 275' SIDES. 3O' REAR. 50' SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS 8. TOTAL I# OF UNITS 66 - 65 NEW DWELLING UNITS (1 EXISTING DWELLING UNIT): 13 TOWNHOUSES 47 SINGLE FAMILY ATTACHED 5 SiNGLE FAMILY DETACHED UNiTS GROSS RESIDENTIAL DENSITY- 4 DU/ACRE 1 EXISTING MANOR HOUSE RESIDENCE TO REMAIN ** 1 EXISTING 3000 SF CARRIAGE HOUSE STRUCTURE TO BE CONVERTED TO OFFICE USE 9, UTILITIES. SEWER. COUNTY SEWER - AVAILABLE ON THE SITE WA TER: COUNTY WATER - AVAILABLE ON THE SITE 10. SUBDIVISION STREETS. • CURB & GUTTER (PUBLIC ROADS) 19, PARKING CALCULA TIONS RESIDENT/AL PARKING REQUIRED: RESIDENTIAL UNITS REQUIRE. • 2.25 SPACES PER UNIT 66 UNITS * (2,25) = 149 SPACES RES/DEN TIAL PARKING PROVIDED: 66 UNITS CONTAIN 2 GARAGE SPACES. 132 SPACES STREET PARKING PROVIDED: 17 SPACES TOTAL PARKING PROVIDED. 132 + 17 = 149 SPACES PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH SP -04-052 CONDITION ,#1. (6 PARKING SPACES PROVIDED) 12. THE NORTH PORTION OF THE PROPERTY DRAINS TO THE ,SOU THFORK R/ VANNA RESERVOIR WATER SUPPLY WATERSHED. THE SOUTH PORTION OF THE PROPERTY DRAINS TO THE MOREY CREEK WATERSHED, 13, WA TERSHED: S RI VANNA RESERVOIR - WA TER SUPPL Y PROTECTION AREA 14. TOPO & SURVEY BASED ON EXISTING DATA AND FIELD -RUN SURVEY BY TIMMONS GROUP. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGIN-EER IMMED/A TEL Y IF LOCA TION OR ELEVA TION /S DIFFERENT FROM THA T SHOWN ON PANS, IF THERE APPEARS TO BEA CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS 16, MAXIMUM AMOUNT OF IMPERVIOUS COVER ONSITE. 5.8 ACRES 17. INDIVIDUAL TRASH CONTAff!E;TS SHALL BE PROVIDED FOR EACH UNIT. 18. OUTDOOR LIGHTING THROUGHOL T THE PLAN AREA SHALL BE LIMITED TO LUMINARIES WHICH EMIT LESS THAN 3000, INITIAL LUMENS. 19. COMMERCIAL BUILDING SHALL BE REQUIRED TO HAVE A BACKFLOW PREVENTION. IN ADDITION, THE EXISTING MANOR HOUSE SHALL HAVE A BACKFLOW PREVENTOR FOR POSSIBLE FUTURE USES AS A COMMERCIAL/OFFICE BUILDING. * TIMMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL,. * THE EXISTING MANOR HOUSE /S BEING USED CURRENTLY AS A SINGLE FAMILY DWELLING, HOWEVER, IT CAN BE USED FOR COMMERC/ALJOFFICE USES /N THE FUTURE. SANITARY SEWER SCHEDULE MH -MH b., TEMPORARY DIVERSION DIKE 3.09 ST WPN&960.c�NOW TEMPORARY SEDIMENT TRAP 3.13 SB<EffD SEDIMENT BASIN 3.14 lP MH I INLET PROTECTION 3.07 ----X SILT FENCE 3.05 CE r 0 CgD 08 o C21 CONSTRUCTION ENTRANCE 3.02 CD MH 11 A CHECK DAM 3.20 FD , TEMPORARY FILL DIVERSION 3.10 D V 10 DI VERSION 3.12 PS PS PERMANENT SEEDING 3.32 TO TO TOPSOILiNG 3.30 ClP 9728' CULVERT INLET PROTECTION 3.08 N65 5427"W UTILITY STREAM CROSSING 3.25 MH 11A TO MH DUST CONTROL 3.39 GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TDP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERALS, AND WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE L OCA TED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRI VA TE BOOSTER PUMPS MA Y BE REQUIRED. 10. ALL COMMERJC/AL BUILDINGS WILL BE REQUIRED TO HA VE A BACKFLOW PRE VENTER GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PR/OR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT POF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA TION (VDOT). THiS PLAN AS DRAWN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MA 7FRIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE /S 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY /N ORDER TO STABILIZE A DRAINAGE CHANNEL. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS N. 8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL NOTES" DEVELOPER: KENR/DGE L.L.C. HC A TTN. HUNTER CRAiG P.O. BOX 5509 CHARLOTTESVILLE, VIRGINIA 22905 OWNER: KAPPA SIGMA MEMORIAL FOUNDATION C/0 JOHN S BIRKELBACH 2447 IVY ROAD CHARLOTTESVILLE, VIRGINIA 2. ENGINEER. TIMMONS GROUP 711 N. COURTHOUSE ROAD RICHMOND, VA 23236 TELE.° (804) 379-613J E-MAIL: Scott. CoHins@Timmons.com CONTACT- MR. SCOTT COLLINS J. TAX MAP NO.: 06000-00-00-02700 D.B. 3049, PG. 043 D.B. 1153, PG 646 4, ZONING : CO COMMERCIAL OFFICE 5, USE : MEDIUM -DENSITY RESIDENTIAL & OFFICE 6, ACREAGE (TOTAL): 16.5 +/- AC. ROADS. ° 2.1 AC COMMON AREA/ PASSIVE RECREATIONAL AREA: 133055 SF. = 3.05 AC. (18.59) 7 SETBACKS (PROPERTY): FRONT- 275' SIDES. 3O' REAR. 50' SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS 8. TOTAL I# OF UNITS 66 - 65 NEW DWELLING UNITS (1 EXISTING DWELLING UNIT): 13 TOWNHOUSES 47 SINGLE FAMILY ATTACHED 5 SiNGLE FAMILY DETACHED UNiTS GROSS RESIDENTIAL DENSITY- 4 DU/ACRE 1 EXISTING MANOR HOUSE RESIDENCE TO REMAIN ** 1 EXISTING 3000 SF CARRIAGE HOUSE STRUCTURE TO BE CONVERTED TO OFFICE USE 9, UTILITIES. SEWER. COUNTY SEWER - AVAILABLE ON THE SITE WA TER: COUNTY WATER - AVAILABLE ON THE SITE 10. SUBDIVISION STREETS. • CURB & GUTTER (PUBLIC ROADS) 19, PARKING CALCULA TIONS RESIDENT/AL PARKING REQUIRED: RESIDENTIAL UNITS REQUIRE. • 2.25 SPACES PER UNIT 66 UNITS * (2,25) = 149 SPACES RES/DEN TIAL PARKING PROVIDED: 66 UNITS CONTAIN 2 GARAGE SPACES. 132 SPACES STREET PARKING PROVIDED: 17 SPACES TOTAL PARKING PROVIDED. 132 + 17 = 149 SPACES PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH SP -04-052 CONDITION ,#1. (6 PARKING SPACES PROVIDED) 12. THE NORTH PORTION OF THE PROPERTY DRAINS TO THE ,SOU THFORK R/ VANNA RESERVOIR WATER SUPPLY WATERSHED. THE SOUTH PORTION OF THE PROPERTY DRAINS TO THE MOREY CREEK WATERSHED, 13, WA TERSHED: S RI VANNA RESERVOIR - WA TER SUPPL Y PROTECTION AREA 14. TOPO & SURVEY BASED ON EXISTING DATA AND FIELD -RUN SURVEY BY TIMMONS GROUP. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGIN-EER IMMED/A TEL Y IF LOCA TION OR ELEVA TION /S DIFFERENT FROM THA T SHOWN ON PANS, IF THERE APPEARS TO BEA CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS 16, MAXIMUM AMOUNT OF IMPERVIOUS COVER ONSITE. 5.8 ACRES 17. INDIVIDUAL TRASH CONTAff!E;TS SHALL BE PROVIDED FOR EACH UNIT. 18. OUTDOOR LIGHTING THROUGHOL T THE PLAN AREA SHALL BE LIMITED TO LUMINARIES WHICH EMIT LESS THAN 3000, INITIAL LUMENS. 19. COMMERCIAL BUILDING SHALL BE REQUIRED TO HAVE A BACKFLOW PREVENTION. IN ADDITION, THE EXISTING MANOR HOUSE SHALL HAVE A BACKFLOW PREVENTOR FOR POSSIBLE FUTURE USES AS A COMMERCIAL/OFFICE BUILDING. * TIMMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL,. * THE EXISTING MANOR HOUSE /S BEING USED CURRENTLY AS A SINGLE FAMILY DWELLING, HOWEVER, IT CAN BE USED FOR COMMERC/ALJOFFICE USES /N THE FUTURE. .A'LB.L'. M�LI.A.RLE COUNTY .MCLIVEER1NG` O'E'NE'RAL CONAS'TRUCTION NOTE'S" FOR PRIVATE ROADS 1. Prior to any construction within any existing public .right-of-way, including connection to any existing .road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of a// proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. J. All materials and construction methods shall conform to current specifications and standards of VDOT All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction.. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal. vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved 7. Surface drainage and pipe discharge must be retained within the public right -of --way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Directors designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works Policies 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opiinion of the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at o/I street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void, 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opiinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with' the Virginia Monual for Uniform Traffic Control Devices. :ROAD NOTES GRADING 1. THE LA TEST EDITION OF THE ROAD & BRIDGE SPECiFICA TIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. ,2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 13. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRA/NA GE 1;. ALL PIPE CUL VER TS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT, 2. STANDARD UNDERDRAINS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3, ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED /N ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE /S PLACED, .3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE i, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE 41. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE iS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGA TE SPREADER /S REQUIRED WHEN PLACING AGGREGA TE BASE. 65. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT iS APPLIED. 77. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED. IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION SPECIFICATIONS, 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROAD WA Y'S CAPACI TY OR TRAFFIC SAFETY, SHALL NOT BE PERMI TIED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGH T OF WA Y. BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WiTH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION Of SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOiD DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS, 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN /N THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, SP 2004-052 KENRIDGE CONDITIONS OF APPROVAL TK 0 APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS 10-5-05 1. THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN SCOTT R. COLLINS��, PREPARED BY MCKEE CARSON, DATED JUNE 16, 2005 REVISION ("CONCEPTUAL PLAN'). (SEE ® No. 35791 ATTACHMENT A). PARKING FOR THE OFFICE USE SHALL BE LIMITED TO THE AREA AND NUMBER OF SPACES SHOWN ON THE CONCEPTUAL PLAN, IF ADDITIONAL PARKING IS REQUIRED FOR THE OFFICE USE AN AMENDMENT OF THiS SP SHALL BE REQUIRED. SSIONAL 'F1 2. THERE SHALL BE A MINIMUM FRONT YARD OF TWO HUNDRED SEVENTY FIVE (275) FEET BETWEEN THE SOUTHERN -MOST STRUCTURE (THE "MAIN HOUSE') AND THE PROPERTY LINE ADJACENT TO ROUTE 250 AS SHOWN ON THE CONCEPTUAL PLAN, SIDE AND REAR YARDS SHALL BE AS SHOWN ON THE CONCEPTUAL PLAN. 3. ALL STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES AS SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SECTION WITH THE INTENT THAT SUCH STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES WILL BE BUILT ¢ a TO A STANDARD CONSISTENT WITH THE CONNECTING STREET ON THE WHITE GABLES PROPERTY. ALL Z N o C STREETS AND PEDESTRIAN ACCESSES SHALL BE CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE t� `y SEWER COUNTY ENGINEER IN ACCORDANCE WITH THE HIGHLIGHTED SECTIONS OF ATTACHMENT A, REVISED AND } > O DATED AUGUST 30, 2005 AND INITIALED AS CTG. LU LU E _ 4. THE CONNECTING ROAD EXTENDING FROM THE FORMER ITT PROPERTY (TAX MAP 60, PARCEL 28) w F -V j V AND ACROSS THE KENR/DGE PROPERTY TO ITS ENTRANCE AT IVY ROAD, AS SHOWN ON THE CONCEPTUAL ¢ W w PLAN, SHALL BE ESTABLISHED AS A PRIVATE STREET IN CONJUNCTION' WITH THE FINAL SUBDIVISION - o C r h PLAT OR SIT PLAN. AS A CONDI TION OF FINAL SUBDIVISION VISION PLAT OR SITE TE PLAN APPROVAL, THE LU LU O APPLICANT SHALL GRANT ALL EASEMENTS DEEMED NECESSARY BY THE DIRECTOR OF COMMUNITY Z aQ. � 00 DEVELOPMENT TO ASSURE THE PUBLIC'S RIGHT TO USE THE CONNECTING ROAD FOR PURPOSES OF L = Lri G? INGRESS TO AND EGRESS FROM TAX' MAP 60, PARCEL 28. a > U NL. Q UW�� 5. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND = z r- LU V 0 F_ H CONSTRUCTION OF THE ENTRANCE TO THE PROPERTY, AS SHOWN ON THE CONCEPTUAL PLAN, AND 3: 0 ce � Z Z Z SHALL PAY /TS PRO RATA SHARE O,� THE COST FOR S/GNALIZATIDN OF THIS INFRASTRUCTURE pGt~n u. ,L.r LU LU E g CONTRIBUTED BY TRAFFIC FROM THE DEVELOPMENT AS FOLLOWS. Z _ Z "t (/� � 5" � 5" (A) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL PLACE FUNDS IN ._.. = V � "o i w 000 U U-) "o 6� Lr? 4. UJ L. V) U U U OOU ESCROW OR PROVIDE OTHER SECURITY ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL }-- y. i TO /TS PRO RATA SHARE OF THE COST OF THE SIGNAL WHICH AMOUNT SHALL BE CALCULATED BY THE ¢ U_ rn = O r DIRECTOR OF COMMUNITY DEVELOPMENT IN THE YEAR 1N WHICH THE SECURITY IS PROVIDED. THE Z LUN r -i N Z z z z o CD SECURITY SHALL CONTINUE SO THA 7' 1T /S AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UNTIL TEN t� � M - O O O CU (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY PROVIDED THAT IS � w d- V V U NOT IN AN INTEREST-BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND THE AMOUNT OF THE > Q� Ce Ce SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PRICE INDEX, AS DETERMINED 40 ~NEWS� a a a UJ CD BY THE DIRECTOR OF COMMUNITY DEVELOPMENT; (B) IF, AT ANY TIME UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE C PERMIT, VDOT AUTHORIZES /N WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S ENGINEER APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING Ui PERMI T, THE COUNTY MA Y DEMAND PA YMENT OF THE APPLICANT'S PRO RA TA SHARE OF THE COST OF a THE TRAFFIC SIGNAL, AND THE APPLICANT SHALL PAY I IS PRO RA TA SHARE OF THE COST TO THE _ COUNTY WITHIN THIRTY (30) DAYS OF THAT 0FMAND. V M 6. SCREENING ADJACENT TO THE RAILROAD RIGHT-OF-WAY AND ALONG THE WEST AND EAST oOC z SIDES OF THE PROJECT SHALL BE PROVIDED AND MAINTAINED AS DEPICTED ON THE CONCEPTUAL o DIAGRAM OF PERIMETER SCREEN AND PRIVACY PLANTING, DATED MAY 12, 2005, BY CHARLES J. STICK, ATTACHED AS ATTACHMENT B. THE CONTINUOUS EVERGREEN TREES NOTED AS LEYLAND CYPRESS o W d HEDGE ALONG THE NORTH, EAST AND WEST SIDES OF THE PROJECT SHALL BE INSTALLED AT 10' TO 12' w -' IN HEIGHT AFTER LOT GRADING BUT PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR ANY DWELLING = CLLn 110 tD UNIT CONSTRUC770N. THE LEYLAND CYPRESS HEDGE ALSO SHALL BE PLANTED ON EIGHT (8) FOOT UU O H Uri of r� 75 CENTERS UNDERGROUND IRRIGATION SHALL BE PROVIDED FOR ALL THE PLANTING AREAS SCREENING Z *-{ o o DEEMED ACCEPTABLE TO THE DIRECTOR Of COMMUNITY DEVELOPMENT SHALL BE PROVIDED ADJACENT TO O �" � o o THE RAILROAD TO MITIGATE THE IMPACT OF THIS DEVELOPMENT ON ADJACENT PROPERTY AND THE Q) IMPACT OF THE RAILROAD ON THiS DEVELOPMENT > Q n, fle DATE 7. PRIOR TO ANY AL TERA TION OR DEMOLITION OF ANY BUILDING A RECONNAISSANCE LEVEL O 4W DOCUMENTATION TO INCLUDE BLACK AND WHITE PHOTOGRAPHS AND A BRIEF ARCHITECTURAL i%i 12,15.05 c DESCRIPTION SHALL BE PROVIDED TO THE SATISFACTION OF THE COUNTY'S HISTORIC PRESERVATION PLANNER. DRAWN BY ,D co 8. REGARDLESS OF THE OWNERSHIP OF THE OPEN SPACE AND AMENITIES, THEY SHALL BE MADE J. DALY N AVAILABLE FOR USE BY ALL RESIDENTIAL AND COMMERCIAL UNITS IN THE DEVELOPMENT. DESIGNED BY d 9. EXCEPT FOR THOSE ATTACHED SINGLE FAM L.Y BUILDINGS LOCATED IN ZONE A., THE EXTERIORS OF n A TTA CHED SINGLE FAMIL Y BUILDINGS SHALL LSE EI THER RED BRICK, OR WHI TE PAIN TED BRICK, WI TH S. COLLINS ° GABLE ROOFS. THE EXTERIORS OF BLOCk. OF ATTACHED SINGLE FAM/1L Y BUILDINGS IN ZONE A. SHALL BE EITHER RED BRICK WITH GABLE ROOFS. THE FEATURES iN ZONE A. SHALL BE REVIEWED AND CHECKED BY m APPROVED BY THE ARB DURING ITS REVIEW OF THE SITE PLAN FOR THESE BUILDINGS. THE EXTERIORS OF DETACHED RESIDENCES SHALL BE El THER RED BRICK OR PAINTED WHI TE BRICK. THESE MA TERIALS 75 SHALL BE REVIEWED AND APPROVED BY TI iR` DESIGN PLANNER BEFORE THE ISSUANCE OF A BUILDING • S. COLLINS � PERMIT FOR THE BUILDINGS (SEE A TTA CH'iv%NT C). 75 SCALE L 10. EXTERIOR ROOF SURFACES SHALL BE CONSTRUCTED OF EITHER COPPER OR SYNTHETIC SLATE , AS NOTED 17 n) 11. THE NEW VILLA AND TOWN HOME UNITS .51-IALL INCLUDE GARDEN IMPROVEMENTS, GENERALLY AS�o DEPICTED ON THE FRONT GARDEN DIAGRAO. DATED AUGUST 24, 2005, BY CHARLES J. STICK, Co LANDSCAPE ARCHITECT (SEE A TTACHMENI , MAINTENANCE OF THESE AREAS SHALL BE PROVIDED .Ri FOR AND REQUIRED BY THE HOMEOWNER'S ASSOCIATION WHICH SHALL BE SET FORTH IN THE COVENANTS , �r FOR THIS DEVELOPMENT. THE DECORATIVE WALLS, STEPS AND WALKS SHALL BE CONSTRUCTED OF CD EITHER BRICK OR STONE i 12. TO ENSURE THE RETENTION OF THE MAJORITY OF THE EXISTING TREES IN THE 275 FOOT FRONT YARD SETBACK DESCRIBED IN CONDITION 2 (LOCA TED BETWEEN THE MATIN HOUSE AND THE ROUTE 250 WEST ENTRANCE CORRIDOR), THE APPLICAN1 SHALL SUBMIT FOR REVIEW AND APPROVAL BY THE s COUNTY'S DESIGN PLANNER A TREE CONSERVATION PLAN PREPARED BY A STATE CERTIFIED ARBORIST � o THAT MEETS THE REQUIREMENTS OF SECTION 32.7.9.4 OF THE ZONING ORDINANCE. THIS PLAN SHALL BE REQUIRED FOR ALL EROSION AND SEDIMENT CONTROL PLANS, SITE PLAINS, AND SUBDIVISION PLATSCD �V) 13. THE SITE WALL IMMED/A TEL Y ADJACENT TO ROUTE 250 WEST SHALL BE INCLUDED ON ALL o DRAWINGS THAT INCLUDE ITS CONTEXT ALL GRADING, ROAD ALIGNMENTS, TURNING LANES, AND OTHER o IMPROVEMENTS SHALL BE ADJUSTED TO INSURE THAT IMPACTS TO THE WALL ONLY INCLUDE CLOSING THE EXISTING ENTRANCE AND ADDING A SINGLE ENTRANCE. NOTES SHALL BE INCLUDED ON THE - GRADING, SITE PLANS AND SUBDIVISION PLATS THAT STATE, "THE EXISTING SITE WALL SHALL REMAIN. 0 DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF Q ° THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND H ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL TO THE SATISFACTION OF THE Z ° ARCHITECTURAL REVIEW BOARD. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS IN THE FINAL° U Li.a BLOCK, THE STONE PILLARS SHALL BE REPLACED AT THE NEW ENTRANCE FROM ROUTE 250. �? 14, THE DESIGN OF ALL SINGLE FAM/LY DETACHED RESIDENCES, INCLUDING BUT NOT LIMITED TO COLORS, H o ROOFING, SIDING AND FOUNDATION MATERIAL SELECTIONS, SHALL BE COORDINATED WITH THE Cn ARCHITECTURAL REVIEW BOARD -APPROVED DESIGNS OF THE ATTACHED RESIDENTIAL UNITS, AS z z = o DETERMINED BY THE DESIGN PLANNER. _ $ X O ° a) 15. THE OWNER AGREES TO VOLUNTARILY CONTRIBUTE A SUM OF x'3,000 CASH PER NEW DWELLING UNIT UJU _j � TO THE COUNTY FOR FUNDING AFFORDABLE HOUSING PROGRAMS [INCLUDING THE HOUSING TRUST FUNDS LU ° THE CASH CONTRIBUTION SHALL BE PAID AT THE TIME OF THE ISSUANCE OF THE BUILDING PERMIT FOR 0 0 SUCH NEW UNIT. THE ACCEPTANCE OF THIS SPECIAL USE PERMIT BY THE OWNER SHALL OBLIGATE THE OWNER TO MAKE THIS CONTRIBUTION. Ll 0 < 66L UJ ° 16. PEDESTRIAN ACCESS DEEMED ACCEPTABLE BY THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL �i m ° BE PROVIDED TO THE MANOR HOME AND THE CARRIAGE HOUSE Q ® o ° 17. WITH THE EXCEPTION OF THE ENTRANCE ROAD, ALL STREETS WITHIN THE DEVELOPMENT SHALL Z o CONFORM TO THE NEIGHBORHOOD MODEL MATRIX DEEMED APPROPRIATE BY THE DIRECTOR OFE COMMUNITY DEVELOPMENT. LU CieU0W 0-1 n O 0 U a UJ " J Ho THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND iN ACCORDANCE AND WITH THE UJ DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES ANY REFENENCE TO FUTURE POTENTIAL DEVELOPMENT /S TO BE DEEMED AS THEORE77CAL ONLYALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND = O 0 CORRECT TO THE BEST OF MY KNOWLEDGE. Q Q) .1 (� U -------------------- 0 OWNER > U -- -------------------- - C)AGENT � o U }' C0AfAlONTy.EALTH OF VIRGINIA 1) COU-)VTY OF ALBEMARLE�� WIT: ° o I, ----------- A NOTARY PUBLIC IN AND FOR THE COUNTY OF ALBEMARLE, COMMONWEALTH OF VIRGINIA, DO c c HEREBY CERTIFY THAT a) Q EVERGREEN LAND COMPANY E WHOSE NAME /S SIGNED TO THE STATEMENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED THE SAME BEFORE ME IN � >- MY ------- AND COMMONWEAL 7H AFFORESA/D. D U GIVEN UNDER MY HAND THIS ----- DAY OF ____2003 a; � ° v ----------------- NOTARY PUBLIC MY COMMISSION EXPIRES o JOB NO. ° n 22816 ° a) ° o SHEET NO. Q " D 6 of 28 SANITARY SEWER SCHEDULE MH -MH BEARING DISTANCE MH 1A TO MH I N69°44'11 "W 101,92' MH I TO MH 11 S20 °15'49 "W 116.85' MH 11 TO MH 11 A S207,33'41 "W 223.23' MH 11 A TO MH 12 E20 04'51 "W 148.53' MH 11 TO MH 13 S68 09'58 "W 83.83' MH 13 TO MH 14 N5,322,38 "W 9728' MH 13A TO MH 14 N65 5427"W 97.85' MH 11A TO MH 11B N69 °15'33"W 175.06' MH I TO MH 2 N54 56'41 "W 782.30' MH 2 TO MH 3 N61 °45'27"W 147.84' MH 3 TO MH 4 N88°14'52"W 209.50' MH 4 TO MH 5 NO *45'08"E 114.63' MH 5 TO MH 8 N88°14'50"W 123.93' MH 8 TO MH 9 S01 °44'19"W 100.50' MH 9 TO MH 70 SOO °43'27"W 400.00' MH 4 TO MH 6 S01 °44'49 "W 110.52' MH 6 TO MH 7 S75 03'27 "E 157-99' MH 8 TO MH 15 S75°0327"E 37.62' MH 75 TO MH 16 5750327"E 95.28' .A'LB.L'. M�LI.A.RLE COUNTY .MCLIVEER1NG` O'E'NE'RAL CONAS'TRUCTION NOTE'S" FOR PRIVATE ROADS 1. Prior to any construction within any existing public .right-of-way, including connection to any existing .road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of a// proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. J. All materials and construction methods shall conform to current specifications and standards of VDOT All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction.. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal. vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved 7. Surface drainage and pipe discharge must be retained within the public right -of --way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Directors designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works Policies 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opiinion of the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at o/I street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void, 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opiinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with' the Virginia Monual for Uniform Traffic Control Devices. :ROAD NOTES GRADING 1. THE LA TEST EDITION OF THE ROAD & BRIDGE SPECiFICA TIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. ,2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 13. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRA/NA GE 1;. ALL PIPE CUL VER TS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT, 2. STANDARD UNDERDRAINS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3, ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED /N ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE /S PLACED, .3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE i, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE 41. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE iS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGA TE SPREADER /S REQUIRED WHEN PLACING AGGREGA TE BASE. 65. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT iS APPLIED. 77. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED. IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION SPECIFICATIONS, 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROAD WA Y'S CAPACI TY OR TRAFFIC SAFETY, SHALL NOT BE PERMI TIED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGH T OF WA Y. BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WiTH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION Of SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOiD DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS, 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN /N THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, SP 2004-052 KENRIDGE CONDITIONS OF APPROVAL TK 0 APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS 10-5-05 1. THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN SCOTT R. COLLINS��, PREPARED BY MCKEE CARSON, DATED JUNE 16, 2005 REVISION ("CONCEPTUAL PLAN'). (SEE ® No. 35791 ATTACHMENT A). PARKING FOR THE OFFICE USE SHALL BE LIMITED TO THE AREA AND NUMBER OF SPACES SHOWN ON THE CONCEPTUAL PLAN, IF ADDITIONAL PARKING IS REQUIRED FOR THE OFFICE USE AN AMENDMENT OF THiS SP SHALL BE REQUIRED. SSIONAL 'F1 2. THERE SHALL BE A MINIMUM FRONT YARD OF TWO HUNDRED SEVENTY FIVE (275) FEET BETWEEN THE SOUTHERN -MOST STRUCTURE (THE "MAIN HOUSE') AND THE PROPERTY LINE ADJACENT TO ROUTE 250 AS SHOWN ON THE CONCEPTUAL PLAN, SIDE AND REAR YARDS SHALL BE AS SHOWN ON THE CONCEPTUAL PLAN. 3. ALL STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES AS SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SECTION WITH THE INTENT THAT SUCH STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES WILL BE BUILT ¢ a TO A STANDARD CONSISTENT WITH THE CONNECTING STREET ON THE WHITE GABLES PROPERTY. ALL Z N o C STREETS AND PEDESTRIAN ACCESSES SHALL BE CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE t� `y SEWER COUNTY ENGINEER IN ACCORDANCE WITH THE HIGHLIGHTED SECTIONS OF ATTACHMENT A, REVISED AND } > O DATED AUGUST 30, 2005 AND INITIALED AS CTG. LU LU E _ 4. THE CONNECTING ROAD EXTENDING FROM THE FORMER ITT PROPERTY (TAX MAP 60, PARCEL 28) w F -V j V AND ACROSS THE KENR/DGE PROPERTY TO ITS ENTRANCE AT IVY ROAD, AS SHOWN ON THE CONCEPTUAL ¢ W w PLAN, SHALL BE ESTABLISHED AS A PRIVATE STREET IN CONJUNCTION' WITH THE FINAL SUBDIVISION - o C r h PLAT OR SIT PLAN. AS A CONDI TION OF FINAL SUBDIVISION VISION PLAT OR SITE TE PLAN APPROVAL, THE LU LU O APPLICANT SHALL GRANT ALL EASEMENTS DEEMED NECESSARY BY THE DIRECTOR OF COMMUNITY Z aQ. � 00 DEVELOPMENT TO ASSURE THE PUBLIC'S RIGHT TO USE THE CONNECTING ROAD FOR PURPOSES OF L = Lri G? INGRESS TO AND EGRESS FROM TAX' MAP 60, PARCEL 28. a > U NL. Q UW�� 5. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND = z r- LU V 0 F_ H CONSTRUCTION OF THE ENTRANCE TO THE PROPERTY, AS SHOWN ON THE CONCEPTUAL PLAN, AND 3: 0 ce � Z Z Z SHALL PAY /TS PRO RATA SHARE O,� THE COST FOR S/GNALIZATIDN OF THIS INFRASTRUCTURE pGt~n u. ,L.r LU LU E g CONTRIBUTED BY TRAFFIC FROM THE DEVELOPMENT AS FOLLOWS. Z _ Z "t (/� � 5" � 5" (A) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL PLACE FUNDS IN ._.. = V � "o i w 000 U U-) "o 6� Lr? 4. UJ L. V) U U U OOU ESCROW OR PROVIDE OTHER SECURITY ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL }-- y. i TO /TS PRO RATA SHARE OF THE COST OF THE SIGNAL WHICH AMOUNT SHALL BE CALCULATED BY THE ¢ U_ rn = O r DIRECTOR OF COMMUNITY DEVELOPMENT IN THE YEAR 1N WHICH THE SECURITY IS PROVIDED. THE Z LUN r -i N Z z z z o CD SECURITY SHALL CONTINUE SO THA 7' 1T /S AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UNTIL TEN t� � M - O O O CU (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY PROVIDED THAT IS � w d- V V U NOT IN AN INTEREST-BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND THE AMOUNT OF THE > Q� Ce Ce SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PRICE INDEX, AS DETERMINED 40 ~NEWS� a a a UJ CD BY THE DIRECTOR OF COMMUNITY DEVELOPMENT; (B) IF, AT ANY TIME UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE C PERMIT, VDOT AUTHORIZES /N WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S ENGINEER APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING Ui PERMI T, THE COUNTY MA Y DEMAND PA YMENT OF THE APPLICANT'S PRO RA TA SHARE OF THE COST OF a THE TRAFFIC SIGNAL, AND THE APPLICANT SHALL PAY I IS PRO RA TA SHARE OF THE COST TO THE _ COUNTY WITHIN THIRTY (30) DAYS OF THAT 0FMAND. V M 6. SCREENING ADJACENT TO THE RAILROAD RIGHT-OF-WAY AND ALONG THE WEST AND EAST oOC z SIDES OF THE PROJECT SHALL BE PROVIDED AND MAINTAINED AS DEPICTED ON THE CONCEPTUAL o DIAGRAM OF PERIMETER SCREEN AND PRIVACY PLANTING, DATED MAY 12, 2005, BY CHARLES J. STICK, ATTACHED AS ATTACHMENT B. THE CONTINUOUS EVERGREEN TREES NOTED AS LEYLAND CYPRESS o W d HEDGE ALONG THE NORTH, EAST AND WEST SIDES OF THE PROJECT SHALL BE INSTALLED AT 10' TO 12' w -' IN HEIGHT AFTER LOT GRADING BUT PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR ANY DWELLING = CLLn 110 tD UNIT CONSTRUC770N. THE LEYLAND CYPRESS HEDGE ALSO SHALL BE PLANTED ON EIGHT (8) FOOT UU O H Uri of r� 75 CENTERS UNDERGROUND IRRIGATION SHALL BE PROVIDED FOR ALL THE PLANTING AREAS SCREENING Z *-{ o o DEEMED ACCEPTABLE TO THE DIRECTOR Of COMMUNITY DEVELOPMENT SHALL BE PROVIDED ADJACENT TO O �" � o o THE RAILROAD TO MITIGATE THE IMPACT OF THIS DEVELOPMENT ON ADJACENT PROPERTY AND THE Q) IMPACT OF THE RAILROAD ON THiS DEVELOPMENT > Q n, fle DATE 7. PRIOR TO ANY AL TERA TION OR DEMOLITION OF ANY BUILDING A RECONNAISSANCE LEVEL O 4W DOCUMENTATION TO INCLUDE BLACK AND WHITE PHOTOGRAPHS AND A BRIEF ARCHITECTURAL i%i 12,15.05 c DESCRIPTION SHALL BE PROVIDED TO THE SATISFACTION OF THE COUNTY'S HISTORIC PRESERVATION PLANNER. DRAWN BY ,D co 8. REGARDLESS OF THE OWNERSHIP OF THE OPEN SPACE AND AMENITIES, THEY SHALL BE MADE J. DALY N AVAILABLE FOR USE BY ALL RESIDENTIAL AND COMMERCIAL UNITS IN THE DEVELOPMENT. DESIGNED BY d 9. EXCEPT FOR THOSE ATTACHED SINGLE FAM L.Y BUILDINGS LOCATED IN ZONE A., THE EXTERIORS OF n A TTA CHED SINGLE FAMIL Y BUILDINGS SHALL LSE EI THER RED BRICK, OR WHI TE PAIN TED BRICK, WI TH S. COLLINS ° GABLE ROOFS. THE EXTERIORS OF BLOCk. OF ATTACHED SINGLE FAM/1L Y BUILDINGS IN ZONE A. SHALL BE EITHER RED BRICK WITH GABLE ROOFS. THE FEATURES iN ZONE A. SHALL BE REVIEWED AND CHECKED BY m APPROVED BY THE ARB DURING ITS REVIEW OF THE SITE PLAN FOR THESE BUILDINGS. THE EXTERIORS OF DETACHED RESIDENCES SHALL BE El THER RED BRICK OR PAINTED WHI TE BRICK. THESE MA TERIALS 75 SHALL BE REVIEWED AND APPROVED BY TI iR` DESIGN PLANNER BEFORE THE ISSUANCE OF A BUILDING • S. COLLINS � PERMIT FOR THE BUILDINGS (SEE A TTA CH'iv%NT C). 75 SCALE L 10. EXTERIOR ROOF SURFACES SHALL BE CONSTRUCTED OF EITHER COPPER OR SYNTHETIC SLATE , AS NOTED 17 n) 11. THE NEW VILLA AND TOWN HOME UNITS .51-IALL INCLUDE GARDEN IMPROVEMENTS, GENERALLY AS�o DEPICTED ON THE FRONT GARDEN DIAGRAO. DATED AUGUST 24, 2005, BY CHARLES J. STICK, Co LANDSCAPE ARCHITECT (SEE A TTACHMENI , MAINTENANCE OF THESE AREAS SHALL BE PROVIDED .Ri FOR AND REQUIRED BY THE HOMEOWNER'S ASSOCIATION WHICH SHALL BE SET FORTH IN THE COVENANTS , �r FOR THIS DEVELOPMENT. THE DECORATIVE WALLS, STEPS AND WALKS SHALL BE CONSTRUCTED OF CD EITHER BRICK OR STONE i 12. TO ENSURE THE RETENTION OF THE MAJORITY OF THE EXISTING TREES IN THE 275 FOOT FRONT YARD SETBACK DESCRIBED IN CONDITION 2 (LOCA TED BETWEEN THE MATIN HOUSE AND THE ROUTE 250 WEST ENTRANCE CORRIDOR), THE APPLICAN1 SHALL SUBMIT FOR REVIEW AND APPROVAL BY THE s COUNTY'S DESIGN PLANNER A TREE CONSERVATION PLAN PREPARED BY A STATE CERTIFIED ARBORIST � o THAT MEETS THE REQUIREMENTS OF SECTION 32.7.9.4 OF THE ZONING ORDINANCE. THIS PLAN SHALL BE REQUIRED FOR ALL EROSION AND SEDIMENT CONTROL PLANS, SITE PLAINS, AND SUBDIVISION PLATSCD �V) 13. THE SITE WALL IMMED/A TEL Y ADJACENT TO ROUTE 250 WEST SHALL BE INCLUDED ON ALL o DRAWINGS THAT INCLUDE ITS CONTEXT ALL GRADING, ROAD ALIGNMENTS, TURNING LANES, AND OTHER o IMPROVEMENTS SHALL BE ADJUSTED TO INSURE THAT IMPACTS TO THE WALL ONLY INCLUDE CLOSING THE EXISTING ENTRANCE AND ADDING A SINGLE ENTRANCE. NOTES SHALL BE INCLUDED ON THE - GRADING, SITE PLANS AND SUBDIVISION PLATS THAT STATE, "THE EXISTING SITE WALL SHALL REMAIN. 0 DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF Q ° THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND H ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL TO THE SATISFACTION OF THE Z ° ARCHITECTURAL REVIEW BOARD. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS IN THE FINAL° U Li.a BLOCK, THE STONE PILLARS SHALL BE REPLACED AT THE NEW ENTRANCE FROM ROUTE 250. �? 14, THE DESIGN OF ALL SINGLE FAM/LY DETACHED RESIDENCES, INCLUDING BUT NOT LIMITED TO COLORS, H o ROOFING, SIDING AND FOUNDATION MATERIAL SELECTIONS, SHALL BE COORDINATED WITH THE Cn ARCHITECTURAL REVIEW BOARD -APPROVED DESIGNS OF THE ATTACHED RESIDENTIAL UNITS, AS z z = o DETERMINED BY THE DESIGN PLANNER. _ $ X O ° a) 15. THE OWNER AGREES TO VOLUNTARILY CONTRIBUTE A SUM OF x'3,000 CASH PER NEW DWELLING UNIT UJU _j � TO THE COUNTY FOR FUNDING AFFORDABLE HOUSING PROGRAMS [INCLUDING THE HOUSING TRUST FUNDS LU ° THE CASH CONTRIBUTION SHALL BE PAID AT THE TIME OF THE ISSUANCE OF THE BUILDING PERMIT FOR 0 0 SUCH NEW UNIT. THE ACCEPTANCE OF THIS SPECIAL USE PERMIT BY THE OWNER SHALL OBLIGATE THE OWNER TO MAKE THIS CONTRIBUTION. Ll 0 < 66L UJ ° 16. PEDESTRIAN ACCESS DEEMED ACCEPTABLE BY THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL �i m ° BE PROVIDED TO THE MANOR HOME AND THE CARRIAGE HOUSE Q ® o ° 17. WITH THE EXCEPTION OF THE ENTRANCE ROAD, ALL STREETS WITHIN THE DEVELOPMENT SHALL Z o CONFORM TO THE NEIGHBORHOOD MODEL MATRIX DEEMED APPROPRIATE BY THE DIRECTOR OFE COMMUNITY DEVELOPMENT. LU CieU0W 0-1 n O 0 U a UJ " J Ho THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND iN ACCORDANCE AND WITH THE UJ DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES ANY REFENENCE TO FUTURE POTENTIAL DEVELOPMENT /S TO BE DEEMED AS THEORE77CAL ONLYALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND = O 0 CORRECT TO THE BEST OF MY KNOWLEDGE. Q Q) .1 (� U -------------------- 0 OWNER > U -- -------------------- - C)AGENT � o U }' C0AfAlONTy.EALTH OF VIRGINIA 1) COU-)VTY OF ALBEMARLE�� WIT: ° o I, ----------- A NOTARY PUBLIC IN AND FOR THE COUNTY OF ALBEMARLE, COMMONWEALTH OF VIRGINIA, DO c c HEREBY CERTIFY THAT a) Q EVERGREEN LAND COMPANY E WHOSE NAME /S SIGNED TO THE STATEMENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED THE SAME BEFORE ME IN � >- MY ------- AND COMMONWEAL 7H AFFORESA/D. D U GIVEN UNDER MY HAND THIS ----- DAY OF ____2003 a; � ° v ----------------- NOTARY PUBLIC MY COMMISSION EXPIRES o JOB NO. ° n 22816 ° a) ° o SHEET NO. Q " D 6 of 28 'CA 3�- J 'y , 414 A /X A,- (po %0 - T -2`78 N, v': I�- Zet .. . . . . 7,62i,`�::S d-" RANCE 8, FOR- DE� SEE GRADIN SCOTT R. COLLINS," I VER Y- hy 0 IV No. 35 (91 9 SIDEWALK DES, G, v -4� Qi $,G R V M� J;� ROP Ot-F P ........... -(OXAL I "am 4 r) b E -T < 0 rJ Ch 1132 < U-114AJ 0 > . ...... ....... L - z C U-1 UJ F- UJ u U> W6 LLI \,L, uJ ION r7r OU00DE300 Lu 0 < �:u J LO LLJ 0 > U) C- < uJ U pLLj Z V) V) (1) < 10 PIN" I Z Z Z F- N Ce -J F- UJ UJ LLJ I iji I 0 2 -V U') 410 r1 m u 000 U) I. V) u u u At r t0� u� Lu itF- LL1 Lr) f LL < u- . . ... .. m z z z z 0 re) 'LIN -E A E S E EET,-,�-7'� 000 V) uuu LLI 610 10 CD oo F- M C) ui > Ce 0� ce CD L LLJ ui Ui Lu CL CL a 4w C C) ::5 F 11 D -PROP0 LOT LIMITS - 0 0i -y Ice COMM ON, AREA 4,3' 0.3-5 A C. 0 2 1A TAP 5�� 0 L 41 f� (SEE DETA1L1-----SHE4 6, C/ S TOME S �D A LK ?USHia, SURFACE _IEW WHI TE GA BL LIS 6HA RL� TES VI C uJ z i�B 21060 P. �718 > uJ Ln t g 0 0 Lu C� C� < 0.50 A C. -y u COMMON' AREA r-4 0 0 v r� 6 mom- T 0 0. 15'\A C. 7 8�916 P. 2 "7(p ul) m r4 COMMON AREA ID 5 r - ----- IDB 1�8 P. 3/4J/(P/,J t)' z V -q 0 0 SEE DE �A IL > SHE� T 19 S > DATE -D 0 0 12.15.05 DRAWN BY co T SIGN s J. DALY SIGAI ai J ---------- - E ET DESIGNED BY OPOSED RIW -TO EXIS TIN ROAD IN TA T1 ON: -2+ 6 9 S. COLLINS 0 -ED -�,R CHECKED BY L 0) NOT�`NO MOVEMENT OR STORAGE OF HEAVY; 0) S. COLLINS UIPMEN ALLOWED SCALE T AND MATERIALS SHALL BE STREE' ca/ H,IN,,THE TREE PROTECTION AREAS. 30" co 7 INSTALL GA TE ON W4LKW" CD OPENING WITH WALL. f 7P� I0 0 n Q) ry THE f�WSTING WALL SHALL iS G - )'flL I T�LNE' REMA IN. DISTURBANCE SHALL BE PROP S TAIR WAY V) LIMITED Tb\THE CLOSURE OF THE ENTRANCE TO SITE 0 T -T 4- -EXIS ING T AND HE 0 OPENNG OF THE-RWOPO-SED- 5 INTO THf E. S/ 0 ENTRANCE SIT < EET SIGN - T �00, S TR GHT DIS ANCE > SIGH T DIS' Q) P-4 EDGE OF ENT 11+00 18-1-00 < i2 + z L pA? 17 EX/S /&E) AINT L 16,+00 1�� '00 ------ 00 44 + 00 (LE& TURN LANE) --------- -/w 0 T TURNi L A NE) E UN'q, -(EA 0 �D 0 OUN LANE) > c') (EA S U. R TT ST BO LA N\E) 7 V) 0 a) 2ob\! 0, (RIGH T LANE) RN LANE (Rd GH T TU 200 ---------- - 50 (D Lij 0 G E STORA TAPER z S;,0 R A GE NOTE: EXISTI G ENTRANCES TO THE PROPERTY TO u BE ABANDONED. STONE WALL AND/OR PEDESTRIAN -ry -m ui 4e r r% NJ TF=s F=Y1qT1N1r-, PKITPAKV�J=-Q Tr) TWI= D GATE TO BE INSTALLED AT THESE LOCATIONS, LINE TABLE LINE DIRECTION DISTANCE DELTA N13*36'55"E 2523' LO S01*44'48""W 128,52' Ll S01*44'48"W 50,52' L2 SOO*04'23"E 5.18' L3 S18*30'38"W 225' L4 S86*17'16"W 4,731 L5 N72"25'33"W 8,501 L7 N78009'42'YW 9.91, L8 N80*03'16"W 145,16' L9 N79*46'09"W 2.1 2 L10 N51*29'22"W 93,06' L11 N65*53'45'W 88.04' L12 N88*15'12'W 267A6' L13 S20*08'11"W 171.29/ L14 S20*44'27"W 154.77' L15 S20 -22'43"W 120.88' L16 S18 -36'45"W 2 4,3 V CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD co 3102,,75' 101.71' 50,86' 1*52'42" S00*37'43'yW 101,7V C1 3000.00' 48,21' 24,10' 0*55'14# NOO*4259'YE 48,20/ C2 5258,89' 6 7,7 4' 33.87' 0*44'17" N01*37'16#E 67.74' C 3 2000.00' 76,67' 38,34' 2*11'47' SOO*3855"W 76.671 C 4 3608.66' 61,03' :30,52' 0*58'08' S01*02'49`E 61.03/ C 5 130,,00' 90,78' 47.33' 40*00'38fl N21*04'02#E 88.95' C 6 120,00', 97,03' 151,34' 46*19'36# S17*54'33"W 94,401 C 7 120,00' 49,77' 25,25' 23*45'53,v N06*37'42"E 49,42' C10 300,00' 8190, 4.45' 1*41'56' N72*55'46#W 8189, C11 180.00, 106.89' 55,08' 34001'*33" S54*03"35#E 105.331 C12 180,,001 29,57' �14.82' 9*24'42" S32*20'28flE 29,53' C13 352,84' 20.00' 10,00, 3014'52" N26*30'11"W 20,00' C18 150,.00' 35.61' 17,89' 13*36'03# N3503858"W 35,52' C19 150.00' 88,54/ 45.60' 33049'09" N59*21'34"W 87,26, C20 220.00' 107.49' 54,84' 27*59"40" S65*29'12#E 106,421 C21 180,00, 36.511 11*37'15' N57*17'59'YW 36,451 C22 180.00, 27.30' :13,68' 8*41'24'y N67*27'19#W 27,27' C23 978.22' 77,47' 38,75' 4*32'15" S68*06'08flE 77,45' C24 150,00' 52,31' 26.42' 19*58'48" S55*48'44#E 52,04' C25 192,78' 28,14' 14,10' 8*21'48# N50*00'14#W 28,,12' C26 192,78' 39.09' 19,61' 11*37'00ff N5905938'W, 39.02, C27 150.00' 19,78' 9190, 7*33'20" N72*05'15#W 19.77/ C28 15MO' 32,43' 16,28' 12*23'16" N82*03'34#W 32,37' C29 400.00' 18.47" 9.23' 2*38'42" S19*44'27#W 18.46' C30 400.00' 57,12' 28.61, 8*10'55" S14*19'39"W 57,071 C31 579,38' 40,61' �20,31' 4*00'58" S07*59'37"W 4 0.6 0' C32 150,00' 86,63' 44,56' 33*05'23"' N23*44'50'YE 85.43' C33 150,00' 29,59' 14,85' 11018,16# N45*56'39"E 29.55' C34 150,00' 50.60' 25,54' 19*19'43" N61*15'39"E 50,36' C35 150,47' 100,38' 1 52,14' 1 38*13'25" S53*53'21*YW 98.53' 150,00' 1 17.44' 1 13-15'50" S28*06'57#w 34.65' 4/1 0 G\ J A R '[D) A PROPOSED LOCATION OF TRAFFIC BENCHMARK SIGNAL TO BE INSTALLED WHEN WARRANTED ELEV.=591.02' BY TRAFFIC COUNTS. SEE PROFFERS FOR SP -2004-052 PONDS PAVEMENT BUILDINGS COBBLSTONE BRICK SIDEWALK GRAVEL SIDEWALK EXPOSED CONCRETE LOT LINES C EXISTING TREES AREA OF TREES TO BE REMOVED INDIVIDUAL TREES TO BE REMOVED \ I \ \ 1, �I t I I \11, NOTE: EXISTING SITE WALL TO REMAIN. DISTURBANCE SHALL BE LIMITED TO CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF ONE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL. STONE PILLARS ARE TO BE PROVIDED AT ANY PROPOSED ENTRANCE TO REPLACE THOSE REMOVED. BE ABANDONED. STONE WALL AND/OR PEDESTRIAN GATE TO BE INSTALLED A7 THESE LOCATIONS. NOTES: 1. ALL LOT DRIVEWAYS ARE MINIMUM 18'IN DEPTH, MEASURED FROM THE BACK EDGE OF THE SIDEWALK. 2. THE NEW VILLA AND TOWNHOME UNITS SHALL INCLUDE GARDEN IMPROVEMENTS, AS SHOWN ON SHEET 23 AND AS 7. ALL UTILITIES INCLUDING WATER, ELECTRIICAL, AND GAS SHALL FOLLOW THE ROADWAYS PROFFERED WITH SP2004-052. MAINTENANCE OF THES')E AREAS SHALL BE PROVIDED FOR AND REQUIRED BY THE & SERVICE EACH OF THE UNITS UNDERGROUND. SANITARY SEWER SHALL EITHER HOME OWNERS ASSOCIATION WHICH SHALL BE SET FO�RTH IN THE COVENANTS FOR THE DEVELOPMENT. THE FOLLOW THE ROAD & SERVICE THE UNIT FROM THE FRONT, OR IN SOME CASES, ON THE DECORATIVE WALLS, STEPS, AND WALKS SHALL BE CONSTRUCTED OF EITHER BRICK OR STONE. SIDE OR REAR OF THE UNIT. ALL ELECTRICAL METERS SHALL BE PLACED ON THE BACK OF THE UNITS. 3. ALL ATTACHED SINGLE FAMILY BUILDINGS IN ZONE A. SHALL BE RED BRICK WITH GABLE ROOFS. ALL DETACHED RESIDENCES IN ZONE A. SHALL BE EITHER RED OR WHIII-E. THE BRICK SHALL BE OVERSIZED 3-1/2" x 8" OLD VA 8. THERE WILL BE NO STREET LIGHTING FOR'THIS PROJECT. EACH UNIT SHALL HAVE (1) WOOD MOULDED BRICK OR EQUAL. POST LIGHT & LIGHTING ON THE HOUSE PER THE ARCHITECTURAL GUIDELINES FOR THE DEVELOPMENT, WHICH SHALL BE SUBJECT TO ARB APPROVAL. ALL LIGHT FIXTURES 4. EXISTING WALL TO REMAIN. DISTURBANCE SHALL BE LINOITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND SHALL CONFORM TO ALBEMARLE CO. LIGHTING ORDINANCES. THE OPENING OF THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND ARTICULATED TO BLEND WITH THE CHARACTER OF THE: EXISTING WALL. STONE PILLARS SHALL BE PROVIDED AT 9. INDIVIDUAL TRASH CONTAINERS S HALL BE PROVIDED FOR EACH UNIT. ANY PROPOSED ENTRANCE TO REPLACE THOSE REMOVED. 5. ALL ATTACHED SINGLE FAMILY BUILDINGS WITHIN VIEW OF THE ROUTE 250 CORRIDOR SHALL BE RED BRICK GRAPHIC SCALE WITH GABLE ROOFS. ALL DETACHED RESIDENCES WITHIN VIEW OF THE ROUTE 250 CORRIDOR SHALL BE 30 0 15 30 60 120 EITHER RED OR WHITE BRICK, THE BRICK SHALL BE OVERSIZED 3-1/2" x 8" OLD VA WOOD MOULDED BRICK OR EQUAL. 6. THE DESIGN OF ALL SINGLE FAMILY DETACHED RESIDENCES, INCLUDING CHANGES TO THE MAIN HOUSE AT IN FEET KENRIDGE, SHALL BE SUBJECT TO ARB APPROVAL. 1 inch = 30 ft. 8 OF 28 Q) % T) 0 0 < Q) 3: :D 0 < 0 0 0 E uJ S V) 0 r�- 0 LLJ -0 Cn C: Z 0 5 On ui -0 0 < 0 ul) C) U 0 :3 0 0 x Q) E -4- 0 Z C0 D E D 0 U) 2 4� > CO Q) JOB NO, 0 (0 22816 CO E V) SHEET NO. 0 0 - -a I.- 8 OF 28 Q) MATCHLINE N SEE SHEET 10 LEGEND ---w w--- PROPOSED WATER LINES EXISTING WATER LINES GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 SCOTT R. CO11INS2.0 No. 35791 I tp z DRAWN BY 1. DALY DESIGNED BY S. COLLINS CHECKED BY S. COLLINS SCALE x„=30' -00 Q> CL' w o 0 V) Z 0 O C F -- C) `t- .�r_ 0 07 C z 0 � L U0 Ce v C v F\-4 = -t-+ / L- 'L J � O v x � ° z u ,f r) u.► U 4-1 M 0 H ED 0 J �2 Z E� W - L CnC o Ory L W Z0 O F:2 0 �0 0� v 0 U 9 v� x vv v� �E i Q v � E U � C a� > o JOB NO. v }' 'a ° 22816 a� D O SHEET NO. a 9 OF 28 v >11 � o N E Z N O W = w s ►— > ¢U.w V F I- _ < C� W 0 M a '� o Z 0C O Ce>=m o l n. U)U N i w v z� � V Z N ¢OLX a z p a OAC (1) _ D g Z O=ON Vi ULA U V) _ LU Lr) w Q) Z W N m Z z O UJ d U) U +— 00 m LU a .� DATE Ti O #� vi aA 12.15.05 O ce tp z DRAWN BY 1. DALY DESIGNED BY S. COLLINS CHECKED BY S. COLLINS SCALE x„=30' -00 Q> CL' w o 0 V) Z 0 O C F -- C) `t- .�r_ 0 07 C z 0 � L U0 Ce v C v F\-4 = -t-+ / L- 'L J � O v x � ° z u ,f r) u.► U 4-1 M 0 H ED 0 J �2 Z E� W - L CnC o Ory L W Z0 O F:2 0 �0 0� v 0 U 9 v� x vv v� �E i Q v � E U � C a� > o JOB NO. v }' 'a ° 22816 a� D O SHEET NO. a 9 OF 28 v >11 � o F I- _ o w E a O O D U W Q H V) m cm Q) Q .—I O O U)q +— O O DATE O #� >' 12.15.05 tp z DRAWN BY 1. DALY DESIGNED BY S. COLLINS CHECKED BY S. COLLINS SCALE x„=30' -00 Q> CL' w o 0 V) Z 0 O C F -- C) `t- .�r_ 0 07 C z 0 � L U0 Ce v C v F\-4 = -t-+ / L- 'L J � O v x � ° z u ,f r) u.► U 4-1 M 0 H ED 0 J �2 Z E� W - L CnC o Ory L W Z0 O F:2 0 �0 0� v 0 U 9 v� x vv v� �E i Q v � E U � C a� > o JOB NO. v }' 'a ° 22816 a� D O SHEET NO. a 9 OF 28 v >11 � o E C3 I'D (Y) r -4 Or�* 0 I O� n D 0 ry U Z 0 M F- 4- 0 tll 0 -4� 00 9) CL x 0) Q) O fl O O ri O O O 41 0 O O O O O CL 30 GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 i i=m=Ki n 775- EXISTING GRADING 71� PROPOSED GRADING EXISTING TREES AREA OF TREES TO BE REMOVED INDIVIDUAL TREES TO BE REMOVED NOTE: BOTH EXISTING AND PROPOSED CONTOURS ARE SHOWN AT Z INTERVALS 1. EXISTING WALL TO REMAIN. DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL. STONE PILLARS SMALL BE PROVIDED AT ANY PROPOSED ENTRANCE TO REPLACE THOSE REMOVED. 2. VEHICULAR, HEAVY EQUIPMENT TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOILS SHALL NOT BE PERMITTED WITHIN THE DRIPLINE OF TREES TO BE SAVED. .DRAINAGE DESCRTPT1rn7VS No. DIA. (lin.) PIPE LENGTH SLOPE (ft.) (%) INFORMATION INVERT INVERT MATERIAL IN OUT INLET INLET NOSE TYPE TYPE INFORMATION INLET SLOT STATION LENGTH RIM * ELEV. COMMENTS 120 333.00 1.67 613.79 608.24 1 „ = 30' DI -38 8.0 646.00 VDOT STD. ST -1 READ. 119 15 160.74 4.06 630.75 624.23 CL. !!l RCP 10.0 613.46 VDOT STD. ST -1 REQD. 219 118 39.44 5.70 605.60 603.35 > DI -2B 8.0 632.17 VDOT STD. ST -1 REQD. 117 15 121.47 3.73 620.23 615.70 CL. ll! RCP 8.0 609.59 VDOT STD. ST -1 REQD. 217 1 116 31,51 2. 3 1 601.17 0 60 .5 Quj0JM w 00 0 DI -2B 2.0 620.40 VDOT STD. ST -1 REQD. 115 15 24.76 2.83 611.70 611.00 CL. !1! RCP 4,0 607.57 VDOT STD. ST -1 REQD. 215 114 27.71 1.44 600.4 600.00 DI -2C 10.0 617.54 VDOT STD. ST -1 REQD. 113 15 45.44 2.64 607.00 605.80 CL. lb RCP 18.0 605.20 VDOT STD. ST -1 REQD. 213 112 53.73 0.93 598.00 597.50 DI -28 4.0 615.57 VDOT STD. ST -1 REQD. 111 15 136.71 2.27 601.80 598.70 CL. !l! RCP 14.0 603.34 VDOT STD. ST -1 REQD, 211 110 70.27 2.13 596.50 595.00 CL. !ll RCP MH -1 DI -28 8.0 605.15 VDOT STD, ST -1 REQD. 109 18 34.38 2.04 597.00 596.30 CL. Ili RCP 4.0 601.20 VDOT STD. ST -1 REQD. 209 108 17 96 1.22 592.87 592.65 594.5 DI -28 8.0 603.58 VDOT STD, ST -1 REQD. 107 18 87.34 1.37 596.20 595.00 CL. Ili RCP 6.0 601.20 VDOT STD. ST -1 REQD. 207 106 35.07 1.43 592.00 591.50 603.45 DI -28 4.0 600.63 VDOT STD. ST -1 REQD. 105 18 22.71 2.20 591.00 590.50 CL. 111 RCP DI -28 6.0 611.50 206A Det 96 178.00 0.50 584.00 583.11 CORREGA TED 206 104A 30 20.53 2.48 583.01 582.50 CL. ill RCP 4.0 589.50 VDOT STD. ST -1 REQD. 205 104 175.74 0.50 585.50 584.62 CL. 111 RCP CL. 111 RCP 0l-1 594.00 VDOT STD. ST -1 REQD. 103 3O 138.41 0.94 580.60 579.30 CL. 1!1 RCP 4.0 589.50 VDOT STD. ST -1 REQD. 203 102 147.03 2.04 583.00 580.00 CL. 111 RCP Dl -7 4.0 583.68 VD0T STD. ST -1 REQD. 130 15 24.69 0.81 637.00 636.80 Dl -7 DI -28 6.0 600.63 VDOT STD. ST -1 REQD. 129 15 1 8.80 5.68 595.50 595.00 CL. !ll RCP DI -38 6.0 641.28 226 132 15 56.93 0.70 636.70 636.30 1 1 DI -2B 10.0 617.69 VD0T STD. ST -1 REQD. 131 15 31.97 2.19 605.701 605.00 CL. N RCP D1-38 8.0 644.36 VDOT STD. ST --1 REQD. N0. DIA. (Iin.) PIPE LENGTH SLOPE (ft.) (9) INFORMA TI ON INVERT INVERT MATERIAL IN OUT INLET INLET NOSE TYPE TYPE INFORMA TION INLET SLOT RIM * STATION LENGTH ELEV. COMMENTS 221 15 333.00 1.67 613.79 608.24 1 „ = 30' DI -7 o 611.00 220 311 15 35.44 1.41 606.50 606.00 0I -2B 10.0 613.46 VDOT STD. ST -1 REQD. 219 15 39.44 5.70 605.60 603.35 > D! -3B 10.0 1 612.29 218 309 15 25.34 1 1 602.90 602.75 DI -2B 8.0 609.59 VDOT STD. ST -1 REQD. 217 1 15 31,51 2. 3 1 601.17 0 60 .5 Quj0JM w 00 0 DI -33 1 6.0 612.29 216 307 15 123.22 0.89 600.10 599.00 DI -28 4,0 607.57 VDOT STD. ST -1 REQD. 215 15 27.71 1.44 600.4 600.00 DI -3B 10 603.19 214 305 18 32.36 1 596.30 1 596.10 Dl -2C 18.0 605.20 VDOT STD. ST -1 REQD. 213 18 53.73 0.93 598.00 597.50 DI -38 10 603,19 212 303 18 14.86 1.35 596.00 595.80 DI -28 14.0 603.34 VDOT STD. ST -1 REQD, 211 18 70.27 2.13 596.50 595.00 CL. !ll RCP MH -1 602.30 210 301 /8 34.59 1.45 595.00 594.50 DI -2B 4.0 601.20 VDOT STD. ST -1 REQD. 209 18 17 96 1.22 592.87 592.65 594.5 > aw 208 316 00 Dl -7 6.0 601.20 VDOT STD. ST -1 REQD. 207 30 35.07 1.43 592.00 591.50 603.45 W Det 96 178 0.50 590.18 589.29 CORREGA TED DI -28 6.0 611.50 206A 30 39.36 0.51 589.18 588.98 CL. !ll RCP CL. fl/ RCP 206 224 1 Dl -1 4.0 589.50 VDOT STD. ST -1 REQD. 205 30 175.74 0.50 585.50 584.62 CL. 111 RCP CL. 111 RCP 204 222 DI -7 4.0 589.50 VDOT STD. ST -1 REQD. 203 30 147.03 2.04 583.00 580.00 CL. 111 RCP DI -38 6.0 641.28 202 127 15 24.69 0.81 637.00 636.80 Dl -7 4.0 583.50 VDOT STD. ST -1 REQD. 201 30 37.32 0.80 577.30 577.00 CL. Ill RCP DI -38 6.0 641.28 226 125 15 56.93 0.70 636.70 636.30 1 DI -28 8.0 614.96 VDOT STD. ST -1 REQD. 225 15 26.19 1.00 607.86 607.60 CL. N RCP D1-38 8.0 644.36 T)RATNAr-'TP 7?f'"_T?T]::►?'Tn71%T;: N0' DIA. (lin.) PIPE LENGTH SLOPE I (ft.) (%) INFORMATION INVERT INVERT MATERIAL IN OUT INLET INLET NOSE TYPE TYPE INFORMATION INLET SLOT STATION LENGTH RIM * ELEV. COMMENTS 312 SCALE 1 „ = 30' DI -7 o 611.00 VDOT STD. ST -1 READ. 311 15 35.44 1.41 606.50 606.00 > 0 310 > D! -3B 10.0 1 612.29 VDOT STD. ST -1 REQD. 309 15 25.34 1 0.59 602.90 602.75 o Q WW w0�n 0 308 u� O� tV Q Z Quj0JM w 00 0 DI -33 1 6.0 612.29 VDOT STD. ST -1 REQD. 307 15 123.22 0.89 600.10 599.00 wrzmVN L. 306 O O I DI -3B 10 603.19 VDOT STD. ST -1 REQD. 305 18 32.36 0.62 596.30 1 596.10 1�- =O S O � 304 Z 1 0 d CC un DI -38 10 603,19 VDOT STD. ST -1 REQD. 303 18 14.86 1.35 596.00 595.80 302 MH -1 602.30 VDOT STD. ST -1 REQD. 301 /8 34.59 1.45 595.00 594.50 CL. !ll RCP O 30O 24 34.59 1.45 595 594.5 > aw ... 316 00 T 4� DI -3B 10.0 610,50 '/DOT STD. ST -1 REQD. 315 15 47.26 0.74 603.80 603.45 W 314 DI -28 6.0 611.50 VDoT .STD. ST -1 REQD. 313 15 23.72 1.48 603.35 603.00 CL. fl/ RCP 224 DI -28 8.0 622.06 VDOT STD. ST -1 REQD. 223 15 21.40 0.93 615.50 615.30 CL. 111 RCP 222 DI -2B 8.0 622.06 VDOT STD. ST -1 REQD. 128 DI -38 6.0 641.28 VDOT STD, ST -1 REQD. 127 15 24.69 0.81 637.00 636.80 CL. 11/ RCP 126 DI -38 6.0 641.28 VDOT STD. ST -1 REQD. 125 15 56.93 0.70 636.70 636.30 1 CL. Ill RCP 124 1 D1-38 8.0 644.36 VDOT STD. ST --1 REQD. 123 15 73.57 1.02 636.20 635.45 CL. lIl RCP 122 DI -38 6.0 646.88 VDOT STD. ST -1 REQD. 121 15 77.34 0.78 635.35 634.75 CL. I!l RCP 120 D1-38 8,0 646.00 VDOT STD. ST -1 REQD. 142 DI -3B 4.0 644.44 VDOT STD. ST -1 REQD. 141 15 26.03 1.92 640.00 639.50 CL. lIl RCP 140 i DI -38 4,0 644.44 VDOT STD. ST -1 REQD, 139 15 72.77 1 4.26 639.40 636.30 CL. NI RCP 238 D1-38 6.0 627.35 VOOT STD. ST -1 REQD, 237 15 52.20 0.52 619, 87 619.60 CL. N RCP 236 DI -38 6.0 623.72 1 VDOT STD. ST -1 REQD. 235 15 1 89.45 10.75 619.00 1 609.38 1CL. ll! RCP MATCHLINE " SEE SHEET 12 r�v �, SCOTT R. COLLINS�Z No. 35791 11�1 �IONAL E� Q O E S. COLLINS . CHECKED BY Z N . SCALE 1 „ = 30' !-- o i > o > 0 _ > V S ¢ ILL. W O coo o Q WW w0�n 0 F- u� O� tV Q Z Quj0JM w 00 0 0 +-i O O cy wrzmVN L. +- O O > U w Lu M z tom- tom- 1�- =O S O � Z Z Z 0 d CC un 5"i Z _ = Z d' .� �%i � R 7- x i m z w cU H z z z z -,� O ,�� 000 > aw ... >oC�� 00 T 4� aaa 4w W vi O O W w J. DALY DESIGNED BY S. COLLINS . CHECKED BY S. COLLINS SCALE 1 „ = 30' !-- i _ 0 L>u E U ILL. W O coo o Q 0 F- u� O� tV O 0 0 +-i O O +- O O > DATE a 4j 12.15.05 J. DALY H z >T5 CL 5 W WOC. (D uj aC Cie Z Lu co J Q 0 U W P CD �0 z Ce �i W J J tai J V W C) Q 7 JOB NO. 22816 SHEET NO. 11 OF 28 E d Ln 0 0 0 0 cd 0 0) 75 d L a� C5 z 0 d J m S cn 75 d L m i co Cu 0j �s 2 i a� 75 0) C, Go 0v Cu 0 r� DESIGNED BY S. COLLINS . CHECKED BY S. COLLINS SCALE 1 „ = 30' i H z >T5 CL 5 W WOC. (D uj aC Cie Z Lu co J Q 0 U W P CD �0 z Ce �i W J J tai J V W C) Q 7 JOB NO. 22816 SHEET NO. 11 OF 28 E d Ln 0 0 0 0 cd 0 0) 75 d L a� C5 z 0 d J m S cn 75 d L m i co Cu 0j �s 2 i a� 75 0) C, Go 0v Cu 0 r� d (') 0 Q I 0 0 N �'D 0 N I U) 75 d 0) C5 Z O O d J m m 75 d L m I 10 co N N d N N -F' 75 N m N y I ID OJ N N 0 d- / ry o ti �p �n O O Z O o -�5 C � f— O ti— C O O C O � C a U O � C O O y V) cn o � x x Q) Q) a 4- y � o o g a a -1 C v) a o U I7 � C +' 6 V) C- 0 O D U D n C 5 .0 O � � C � O � U O � i Q +' Cf) NC > O V D O U N N O + S E Q) + U O C C � E � O O n _0 _ U Q) .C- -- O V > O CO Q) co O O V) 4.1 - O C � O � N C V) O O Q Q) O_ N � � C E d 0 1710 i 0 0 CLI t17 0 I L C Q) 41 (1-3 650 640 t r7 Q) Q) � Qrn� LO Lr) (z) Q) Lo ai (Z Q) . N'll Q) CN m. 0) N TH 0 Q) IN Q� . �z q, �0 6jo In � - :�.,: ��: Q) iz) (z) (z co co co a (0 co I�Z_$ :z I 610 Q) (Z ko LID Lr) L() Q (Z (n (r) (Z SCOTT R. COLLINS�Z T r� 0) (3) N� tf) (Z Q) (Z� Z Lo �_ + �0 ko (Q �_ Z) (z) Q) L6 Z) v- �0 I_ 1-5 Lr) NOD 2 1c") Q) 00 (z) rn No. 35791 lz �; ui U) 2 WR) Q) Q (z) n 10 Lo LO Q) LO to CL 41 1 ;� ��: �-,: ��: �.,: 650, LO (z) (z) 64 (P (z) .0 630 Q) 7 Q) (0 t4) n - Q� ko Ld Q) qty �0 Ld if) z 4-) Q_j Q) SSI01VAL EIS C u N_ N (z; tr) 0) C0Q (Z� 03 r-) N: ko Z) (z) 11) Lr) CN Q) LO IZ) (0 z) SONO (a Q� IQ) CZ , Q) L0 Lr) (N Z) cz) Lr) 0i I_ C� Q) Cc< ;� Q) L� Q) Q) 4 - t6 Q) 7� K, (Tu) 620 Q' Q. 600 N: Lo (z) 650 C) LO 610 0i Ln �21 z:gZ) 600 N LO lc�;� to co (Z C) < 0 Q_ Cn z ri (n Lo jo[ N 640 Q 0 (z) 8 CL, 620 n W// uj Lu E oe 527 > E > n �Q�j 8 CL, 52 > D. I. TR. 112 7 F- m U.) Q) WIL 610 U. Lu 24.69 L�F, U. Q) aj 0 Q) Q) I 590 10 czs 0. 81X 0 O %-- 64 Lu Q) < J Coco CC I!_ R( "P 2. 0' 60C z �)NDERGROUI DETENTIONcv Z) S TR. 23 � (� S TR. 141 -1 AREA#1 C -:> /m. 590 TE 0 13� = (7) La S TR 106A 71.06 L. F P� ;� ��: ��: -- ��: \ 26.03 L. F. 3.80 L.F.01 cl�_ CL u N CD 16.01X Lo 630 s S TR. 305 < (D Lu ---- 0- . 139 4, 17.08 L.F. 620 1.927. 5. 689 u Z UO) V) V) 15in, RCP 610 72. 77 L. F. SIR. 311 32.36' rl_ 17567, 15in. RCP 44- P ILUU V 0 F- u Ii 15in. RCP 4.257* 35,44' CL 0.627. 0 w X P.-I Z Z 13 Z8 52 F- LU LU 0 24in.RCP ---------- N 15in. RCP 0.977. o- �,D ---------- ce u-, 2: 2: CE D, L WIL 18in. RCP 0 (.0 C N Lo STR. 225 Z "r 178.00 L.F. Q) 151n. RCP z U) 13C m: 2: z CD Lo N�� M w 0 0 0.5 SIR 10 tA Q 215. 19 L. F. Ll) tD L. u uce Lq Lo (z) (z) 1.00% 600 961n. CORREL, 4 TED PIPE LO C.),z) r6 STR306 TO STR304 - LLJ Ln r z .0) -.01 STR130 04: u- 20.53 L. F. ISM. RCP TO STW706 580 --2.46A' (Z N v-.: Q� lz it) P.-I U- F-1 0-4 z z z k::�: 2 Ld Q) Q) Q) STRI28 r 170 630 z LU pp 30in.R6`P STR 103 S TT. 2�, 3 1 (n TRI 26 4 0 138,41L.F. 45.60 Lu V) U U S TR31, Of TO 0.949 A 15.5J7. LO Q3 > UJ > 304n. RCP 15in. RCP (n IQ) (Z 00 Im uj Lu uj 0 610 600 Q) w CL Q_ in. Qi r< D_ V. o) ST 14,2 YV STA724 c)o " LO LO LO C SIR 103 10+00 L/i 23.48 L.F. P 1+00 0+00 (A ASTR.2c 0. 510.1 STT. 9 CST �22, 5 TO:z- cL 1 0 4-> prp 59.85 L.F. 10+00 110+00 ce 570 10.757. 151n. RCP C5 V: to (0 F- 0 A57R106 TO OUT 600 S TR. 227 a C 82. � 19 L. F. Lu 3.04% 1+00 0+00 640 > Lu E 15in.RCP P4 Ln ko ko 10+00 Ck. UJ V < 0 Li 0� 75 LEGEND r-4 0 C\ z 4) , * _p J�v_ N M Lo 0 > 0 CNN ! Iz- Ln 4) PROPOSED C/L GRADE > Cc to Q Ld DATE EXISTING C/L GRADE Q 0)a 4) Q; V: 0 4- 0) 0) 00 ONO �Q + 12.15.05 0 LO Lo LO STR234 TO S TJ ?214 EXISTING GRADE 110' RIGHT OF C/L Q) Z� LO zz :z g �_z Q. �:,: (:) 590 Q) C-L NLO, DRAWN BY Ll Ll EXISTING GRADE 110' LEFT OF C/L �N 630 00 10+00 11+00 12+00 13+00 14+00 LION Q) LO rnN I Q_ (n in S. SAUNDERS (�j ln� (z) 0-1 U-) Q) L+0 (� C0 A NOTES _,n Q)_ N :,z>- z 8 C5 !i WQ - I DESIGNED BY 71 620 620 6 %:� n 6 (0;�: ::� �k �5 ::�-. 1; 6 CL. 52 E� �z � zt �z Zt 620 AND SANITARY SEWER LINES, Q) - mo D.I.WIL ,Z) -A MINIMUM ❑OF 3' ❑OF COVER MUST BE MAINTAINED ABOVE WATER -- - w S. COLLINS Q N -CONTROLLED FILL WITHIN STREET RIGHT-OF-WAY, PARKING (0 (n� 19- (n (n - 3.0, ai Izs N 8 CL. 52 AREAS, AND UNDER UTILITIES BACKFILL COMPACTION SHALL BE A -4 0) C6 D. I. W11 . (Z� " CHECKED BY (DION (0- MINIMUM OF 95% OF MAXIMUM, � +v- �( 75 r (z) N Q5 z S. COLLINS �ornLO C-L rl eZ! Q -_j ul-% I_ I � I - 10+00 11+00 12+00 J. 0, U)R 1 8 i�5 C6 620 (n S TT 2J; SCAL; HORIZONTAL 1.2 i: CL Q) 52.20 L) 17 QL 1"=50'(H) 0) Ln GRAPHIC SCALE 0.527. l5in. R Cf 1"=5' (V) 50 0 25 50 200 r - l!11 610 610 .0 8" -L. 52 ---1 00 D.1. WIL 0i 610 kz m SIR. 131 cu 0 8 CL. 52 1. 25' 1 IN FEET 28. 0 L. F. K "Zi- 00 to CD D. I. W IL 1 inch = 50 ft. 1.617 Lo 957S COMPACTION LIM- 15in. R (or) Cp Q) N -g % L0 REQUIRE L) + VERTICAL IC0 J1� I q (�) (\I 1.1 (z) 2 / S TR. 1,37 GRAPHIC SCALE 610--- 2141 L. F. Q) 5 0 2.5 50 10 20 0 Q) 15 h RCP S TT 235 __600 89.4 5 LF Q) ry 600 CD IN FEET 10.757. 600 ;11 1 / - �7 c6 1 inch 5 1 t, C-0 LID 00 LO Cz) (0 IV) 0 00 . 00 z S TT 225 4- LID LID "t Lr) 0 Z>Z) + 26.19 LF Q) Z� 1.007 Q) 0 `6 15in. RCP U) (n v__ Dl CHARGE APRONS SHALL SIR 209 600 co Q) IZ96 L.F. Sr _138 YO STRI36 C Q) PROTECTION PRIOR TO z 0 1.22101 R�LEASINIG RUN-OFF ONTO UNOE'N GRDl&_Q_4QE TEN 7`70>-� L) C) Lr) 4 r7) f7 (D r) C 18M.RCP' THE FIL TER MED/ A S Tj V 32 TO S'A?RI L, c AREA #2 kr) �_ L Z) 590 590 '35 CNZ) .3" OF PEA (,IRA VEL sl ll� > 590- 2ul L -SNAtt 0E ?IDI.Aff-5 U) N) 1() M_ 03 uj 'D V) ti E TWEEN THE FIL TER (6 Os txi 35.07 L F U) 0) Q) Q) Q) z 1.25 MEDIA A NL THE LO LO (a Lo L() 0)2 1.43 3 UNDERDRAIN MEDIA x Q) Cs 30in.RI(P DET. IN - DET,? OUT 9 tg LL 206A (6 120 -4 (z (0(0 Lu 0 Q) Q) 178. 00 L.F. C4 1�0 u C\l 3.9- 36 CI i-AN-OUT IY Tnp ng"_ 1+00 0+00 1+00 0+00 0 Q) -4- I Jy '1103 �0 - Z DAM ' 0 14� 0.501wo - WATERTIGHT WEIR IIEV= 579.00 0.507. ST? 205 (3)(D uj 0 4) 96 CORRELATE E PIPE C) CA 0 (TYP.) ELEV 1' DECORA VE ROCK 10+00 11+00 12+00 0� CL 0 30in. RCP 175, 74L. F. 580.5 < 0.507. L.F.L�E (0;� FIRST FLUSH A OVER CDN RETE OUTFALL 2: Q) i�650 0 30117. RCP WA TER SURFACE CHANNEL. EL. = 5 79. 0 Lu 2 049. ELEV= 578.00 WID TH=4' uj 580 0 (Z < 0 Q) RCP ST? 201-1k OPE 4$ WIDE CONCRETE WEIR rl� 37 F - - - - - - 1___� - Ln OUTFALL CHANNEL Q) Ln 0.60/0.1 t LJJ 0 0 Q) (A 30i .RCP op FN Z- z + + EXISTING GROUND C A ENERGY DISSIPA TOR OUTLET V LO - Ld ui n 14- Q� INV OUT 572.50 Wmu1F_(;1707v VUOT C;/-A55 7519 N CL 0 578.50 (L - E 1 RIPRAP (TYP.) 630 0 C WIGEO TEX TIL E M N. L C)o + FABRIC LINDERLA YMEAT Z) 8 CL. 52 < N ILL 0 L=20 W=27'p D=,?' EXISTING 36" Cl) - 640 + D. I. WIL Z3 QL z) 00 Z3 M)N. -1 0 15 0' N�- CUL UE T Q zl� (3 BO TOM OF 810f _lL , �1: ��_: 570 1 - / I F�;� Q- �:_: P� i�: __3 r_ L r_ V. 7:t 0 L, :2 600 F-_ 4'�-6" PERFORATED SCHEDULE UD INV SLEV.= uj UNDERDRAIN GRAVEL 40 PVC PIPE OR E I VAL EN T 573.25 --INSULA TE WAL 0 A >' SHTO N43 MIN. AAA2 I 07o SLOPE (IN.) TO DI LUCK 810-FILTER A41X CR TESTED 10 LF EC CLASS 1 0 8 CL. 52 1 ' ABOVE & BELOW OR ST0l?M` DRAIN PROVIDE AND APPROVED EQUIVALENT TOP < Q) UNDERDRA IN PIPE) D. I. W1 RIPRAP 2' DEEP' 1.5, 20 LF EC CLASS I C) A CROSS ENTIRE WID'rH @ FIFV= .577on ITYP QFPTP= RIPRA P 2' DEEP V) 0 20' 0. C 2.0' SL OPE 0.007 J. 0, 620 > 0 3.0 MIN. S TIT 30 0 630 85.30 L 0 1, 75' 0.51 Q 8/0- f YL TER-4f I CONCRETE OUTFALL CHANNEL TO 15 in. DBL RGP Q) 560 T0AA/C/TlnAl 1AIT;L�y4STA41g 1313" I E 2.75' 590 Q) 4 CL. 52 S TR. 223 0 L . I. WAL 21.40 L.F. E� 0. 9J7. STR210 TO OUT S, TR, I 26. 00 L F. 2.5 150.93 5RCP 1.86 -1610 CP 15in. (y 620 TR ?2 4 T STR ?22 S R, 3060 0 > Cf) (1) U) 0 O 0 V) JOB NO. 4 Lr) N N Lr) N ai (s S TRI 3 4 TO STRI16 Cy) n (z) Q) u 22816 LO LID LO LO 11) 140) LO LID 4) Lo LO Ln L0 ai (6 lll� O 0) (3) % % LO (0 Ln V) LO 0 SHEET NO. -a 0 1 1,39 L.F. Ti;, 22 '0 .2 5, --\L W�X52 7�97 L _\ I 71 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 15 OF 28 1+00 0+00 01+00 1+00 d Co T) a I 0 0 CLI l 0 s L 75 75 d a F C5 z +1 O d J m 75 -F' a a S a O L I �D r-, CO Cu Oj C5 a -h' D) a m 75 Cl) y I :v :v ZD s 675 ZD IN 0.. D 0 CD V) z 0 O Q) O U U 3 U) U) N X N U r T, O O C O U i O U O O O 4- U D O U O O -N O r) N U i N N O O N U) O Q C O �s- I 0 0 Cu cd 0 +' O 6 J 3 q 0 LO CU I I— I V) X I (Z I U co Cu CU d CL Q) 75 S N y I co CU (1j d - CD C2 Uj 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4- MIN k BRANCH 12" 2)' FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH 'TIE IN NTS FIG. S• -1-B 8"MIN EMBEDMENT SPRING LINE OF PIPE - NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6* IN ANY DIMENSION -INTIAL BACKFILL* (6- LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6* max 4' min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,-CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4- BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE, TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 PLACE 5' GALV. WITNESS POST PAINTED BLUE TO INDICATE VALVE LOCATION AS 0 /-DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE 11 ADJUSTABLE VALVE BOX W1 LID II BINGHAM & TAYLOR FIG. NO. 4905 U (SCREW TYPE) OR APPROVED EQUAL 3 2 M.J. GATE VALVE - WATER p LINE 2500 P.S.I. CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK 4 4 A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -18 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 4' 24 INITIAL BACKFILL MIN WN. MIN. 6* BEDDING #68 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 P4= SOIL UNDER -CUT CONDITION 14V M f INITIAL BACKFILL UNSTABLE Ij. 'a. SOIL �_�Et MIN. MIN. #68 STONE 8 STONE 1% __§T Ck. STABLE SOIL OR ROCK _OTE 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. 1THE 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 PIPE INSTALLATION & BEDDING NTS FIG. W-2 ;N ILI MIN. q7 r 7USIN NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-BIA) EQUIPPED WITH CHARLOnES- . MUELLER CENTURION (A-423) i VILLL THREADS W141CH IS OR APPROVED EQUAL LOCAL STANDARD. OF BRANCH VARIES 6, MIN 2' To IV (270) 7 CU. CU. VE VE BOX GRAVEL )N6* GATE VALVE TEE 2500 P S.L CONCRETE BASE AD ?HRUST BL= AGAINST UNDISTURBED STABLE SOIL. STEEL PILE _1�4� THREADED RODS To WHEN ME SOL IS DISTURBED OR WHEN M IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, O/H(�R RODS SHALL BE GALVANIZED 4 THE VALVE TO THE HYDRANT WITH OR ASPHALT COATED THREADED RM IN AODf7XW TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL $L"T KQ-T_E I. SURROUND WEEP HOLES VATH CRAWL AND KEEP FIRM OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FM HYDRANT 3. FMCLUOiNG CATCHES INISHED OR DE SHAL)L SLOPE AWAY FROM THE FIRE HYDRANT AM VALVE. BOX. 4, THE GATE VALVE IS ALLOWED W SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED W THE DITCH. S. Fire, hydrants abAU be installed at locations where weep holes are above the Prevallins groundwater elevation. If required to be in wet areas, the weep holes shall be plugged and the hydrant shall be pumped dry, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NJ4. FIG. W-4 TD -17 Effective August 18, 2005 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO ME MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY *SEALTITE", OR AN APPROVED EQUAL 3.WINIMUMOTRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4- PER FO 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 2- MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED 2 x 4 MARKER FINISHED GROUND SALT TREATED X� PLUG END OF MAIN LINE -j� SERVICE LATERAL SECTION 4 Ve IN LINE WYE -TEE PLAN VARIES TYPICAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, I rl WATER SEWER 20 - P LOCATION OF OTHER UTILITIES L (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER - 30' MINIMUM SEE PART 3, PARAGRAPH Di SEPARATION OF WATER & SEWER LINES.X UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, V-1 PIPESLOT (2 PLACES) [ COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION BROOKS 2200 SERIES NOTES, (1) UNPAVIED AREAS (PREFERRED LOCATION)' PLASTIC BROOKS 2200 SERIES WITH V EXTENSION OR APPROVED EQUAL (2) PAVED) AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR. No. 6015-8 OR APPROVED EQUALSE 6* OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 177 - Ll g7t; L to0 Aw a 0i - 1; a 0 TYPICAL MANHOLE FRAME COVER NTS FIG 5-1-0 Li TO -4 Effedve Auqus(16, 2005 FOR ALL BENDS FOF WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 4G AS IIRED SECTION 1-1 SECTION 2 - PIPE DEGREE FRAME & COVER VOL (SEE FIG, S-I-D,E) VOL SIZE STREET SURFACE OR (FEET I NON -PAVED AREA SLOPED AREA CU.YD. IV Y- S-tv V- -IY• 4'-W.2 1/2- ,We V-0- MAX 4"- 6"r- 3.-0 r- 1* -6 2'-811 1/4' "WEDG-LOK" TYPE H RUBBER COATED STEEL STEPS OR APPROVED 3* -6" MIN EQUAL CAST IN PLACE $-314'-W15'-aj2 PRECAST REINFORCED 2.50 CONCRETE SECTIONS 11 2�_M 11 N 3.01 "0" RING SEALS AAX MINIMUM ELEVATION' DIFFERENCE: ACROSS M.H. 5" 4'-0.. ..... FROM INLET TO OUTLET 2.00 SHALL BE 0,20 FEET, 2.60 DEPTH OF FLOW CONCRETE -_-_--1,-, 1 FILLETS VA VARIES CHANNEL TO 8 E 3/4 DIAMETER OF CONTRIBUTING 1.60 SEWER. 4 4' 12 " A FILLETED IN A SMOOTH 2-00 TRANSITION OF FLOW BETWEEN 2.60 INLET & OUTLET PIPE SHALL BE PROVIDED, EXTENDED BASE MIN. 6" BEDDING OPTIONAL NOTE W`1 NO. 68 STONE 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. 06 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 0.48 TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN NTS 45 FIG. S -I -A 2.66 TD -1 0.26 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 4' 24 INITIAL BACKFILL MIN WN. MIN. 6* BEDDING #68 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 P4= SOIL UNDER -CUT CONDITION 14V M f INITIAL BACKFILL UNSTABLE Ij. 'a. SOIL �_�Et MIN. MIN. #68 STONE 8 STONE 1% __§T Ck. STABLE SOIL OR ROCK _OTE 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. 1THE 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 PIPE INSTALLATION & BEDDING NTS FIG. W-2 ;N ILI MIN. q7 r 7USIN NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-BIA) EQUIPPED WITH CHARLOnES- . MUELLER CENTURION (A-423) i VILLL THREADS W141CH IS OR APPROVED EQUAL LOCAL STANDARD. OF BRANCH VARIES 6, MIN 2' To IV (270) 7 CU. CU. VE VE BOX GRAVEL )N6* GATE VALVE TEE 2500 P S.L CONCRETE BASE AD ?HRUST BL= AGAINST UNDISTURBED STABLE SOIL. STEEL PILE _1�4� THREADED RODS To WHEN ME SOL IS DISTURBED OR WHEN M IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, O/H(�R RODS SHALL BE GALVANIZED 4 THE VALVE TO THE HYDRANT WITH OR ASPHALT COATED THREADED RM IN AODf7XW TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL $L"T KQ-T_E I. SURROUND WEEP HOLES VATH CRAWL AND KEEP FIRM OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FM HYDRANT 3. FMCLUOiNG CATCHES INISHED OR DE SHAL)L SLOPE AWAY FROM THE FIRE HYDRANT AM VALVE. BOX. 4, THE GATE VALVE IS ALLOWED W SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED W THE DITCH. S. Fire, hydrants abAU be installed at locations where weep holes are above the Prevallins groundwater elevation. If required to be in wet areas, the weep holes shall be plugged and the hydrant shall be pumped dry, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NJ4. FIG. W-4 TD -17 Effective August 18, 2005 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO ME MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY *SEALTITE", OR AN APPROVED EQUAL 3.WINIMUMOTRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4- PER FO 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 2- MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED 2 x 4 MARKER FINISHED GROUND SALT TREATED X� PLUG END OF MAIN LINE -j� SERVICE LATERAL SECTION 4 Ve IN LINE WYE -TEE PLAN VARIES TYPICAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, I rl WATER SEWER 20 - P LOCATION OF OTHER UTILITIES L (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER - 30' MINIMUM SEE PART 3, PARAGRAPH Di SEPARATION OF WATER & SEWER LINES.X UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, V-1 PIPESLOT (2 PLACES) [ COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION BROOKS 2200 SERIES NOTES, (1) UNPAVIED AREAS (PREFERRED LOCATION)' PLASTIC BROOKS 2200 SERIES WITH V EXTENSION OR APPROVED EQUAL (2) PAVED) AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR. No. 6015-8 OR APPROVED EQUALSE 6* OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 177 - Ll g7t; L to0 Aw a 0i - 1; a 0 TYPICAL MANHOLE FRAME COVER NTS FIG 5-1-0 Li TO -4 Effedve Auqus(16, 2005 FOR ALL BENDS FOF WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 4G AS IIRED SECTION 1-1 SECTION 2 - PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET I CU.YD. ET) CU.YD. IV Y- S-tv V- -IY• 4'-W.2 1/2- ,We BEND 4"- 6"r- 3.-0 r- 1* -6 2'-811 1/4' L H T L H T $-314'-W15'-aj2 go 2.50 2.50 3.01 0.24 If* V_ $-_ 7-3*21 4* & 64 45 2.00 2.25 2.60 0.15 221/2 1.60 2.00 2.52 0.10 2-00 2.25 2.60 0.15 11 1/4 1.50 2400 2.50 0.10 06 3.66 3.16 121 0.48 45 2.06 2.66 2.77 0.26 N IMMI I E 1. 221/2 1.% 2.16 2.69 0.13 3.16 2,91 2.66 0.32 11 1/4 1.616 2.16 2.67 0.13 %. , ric 90 4.813 1 3.63 3.42 0.83 10 12 45 3.313 3.58 2.95 0.10 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.W 0.24 11 1/4 1.&3 2.33 2.84 0.18 45 - 1. THRUST BLOCKS ARE REOWIRED WHENEVER THE PIPELINE ; CHANCES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT (VALVES. Z USE 2500 P.S.I. CONCRETE:. .3. NO CONCRETE SHALL BE PURED ON MY PART OF THE JOINT. 4. THE CONSULTING ENCINEERZ SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL TTiRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 a I* TyPF "K* SOFT COOPPER I*xl*xl" TEE NOTE: NO SWEATED FITTINGS (FLARED ONLY) DUAL SERVICE _1* TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE: SADDLES SHALL BE USED ON PVC PIPE. � THE SERVICE LATERAL SHALL BE THE SAME 2 SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. TTT SEND COUPLING MUELLER NO. H-15069 (I-) LOCKYANG NO. H-15068 Q 1/2-, 2-) ANGLE VALVE FORD NO. L02-44 (1 ) NO L02-86 1.1/2.) NO: L02-77 2-) 36' MIN. OR APPROVED EQUAL T 1* COMPRESSION x 3/4* MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1* COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE MERE AN IRRIGATION METER IS NOT PROVIDED. -CAST IRON LID FINISHED GRADE BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS COPPERSETTER (PLACED ON STONE) FORD W72 (5/8"x3/4") VV74 (1') OR APPROVED EQUAL METIER • 4" STONE BRICK AS BEDDING NECESSARY CORPORAATION STOP (1% 1 1/2', 2-) MUELLERR NO. H-15000 FORD NO. F-600, OR APPROVKD EQUAL TYPICAL SERVICE LATERAL INSTALLATION N TS FIG. W-6 AIDE TD -19 24" MANHOLE FRAME & COVER - FOR BENDS 8* & SMALLER USE STR P ON SEND WITH ANCHOR BOLT ON CENTER LINE OF SENO. - FOR BENDS 10" THROUGH 12* USE 2 STRAPS ON BENDS ADJACENT TO SELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL W17H 2 COATS OF BITUMINOUS PAINT. PEND P _IZEIPE A B C I D I E It 1/4' 4* -Ir 11-1 r- r- f -212' -If 1 114* W T- Xr-jv rRr-01 r �, 4�'- V X -S r IV Y- S-tv V- -IY• 4'-W.2 1/2- ,We 221/2' 4"- 6"r- 3.-0 r- 1* -6 2'-811 1/4' r 3. 4'-3 X- X-4111 S-31 LPM�� 11orr S- X -0 1r-9, V-91 r - $-314'-W15'-aj2 t 4'- 0' S -Ir 61-0 X -V X_ X-3112 Ile X V -s' 2 1 4!- 1 21 If* V_ $-_ 7-3*21 w, V A N IMMI I E 1. %. , ric N 0114 N! j - FOR BENDS 8* & SMALLER USE STR P ON SEND WITH ANCHOR BOLT ON CENTER LINE OF SENO. - FOR BENDS 10" THROUGH 12* USE 2 STRAPS ON BENDS ADJACENT TO SELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL W17H 2 COATS OF BITUMINOUS PAINT. PEND P _IZEIPE A B C I D I E It 1/4' 4* -Ir 11-1 r- r- f -212' -If 1 114* W T- Xr-jv rRr-01 r �, 4�'- V X -S r IV Y- S-tv V- -IY• 4'-W.2 1/2- ,We 221/2' 4"- 6"r- 3.-0 r- 1* -6 2'-811 1/4' r 3. 4'-3 X- X-4111 S-31 r 11orr S- X -0 1r-9, V-91 r - $-314'-W15'-aj2 t 4'- 0' S -Ir 61-0 X -V X_ X-3112 Ile X V -s' 2 1 4!- 1 21 If* V_ $-_ 7-3*21 Y THREAD -NOMINAL INSI DIAMETER EXTRA STRONG STEEL PIPE CHART FOR UPPER SECTION VERTICAL -#L-OCKiNr, S=, STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOQKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A SIZE BRANCf VALVE THE WATER MAIN WATER TO 'IEE ON-LINE CTYPE "B") PLUG VAIRIES THREADED FOR COUPLING AND CAP PVC SLEEVE 0I METER BOX (SEE FIG, W-7) 1 THRUST BLOCK 4 NO. 57 STONE - VALVE 2" PIPE SLOPED TO DRAIN IF M.J. FITTING-\ _GRADE ALLOWS 2" GALY. JEUVARIES VARIES PIPE 2" THREADED TAP PLUG IDEAD END TYP E "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -26 TH 0 ISP --iSCOTT R. COLLINS'� No. 35791 12, E < C:) z 0 U N 14 . 0 0 > E 73 LLJ LLi E C = = = LO LIJ F- 3-. U > F - o U_ Uj _C: U. 0 LU 0 < Z L _J2 �6 LLI < Ln ty Cn L. CD CD < Z H Luu, 0 0 C)� >< Z Z b� _j W LU 0 (n 4w 2: Uj z 4z 't in C.2 5" 2: 17 Ln -T 0 r1j M U 0 0 2: :3 1-4 (n 11;1 L. w U U 0 M: CY- Lq LU F LU Ln C LL U< ILL r -j z z z U-) z LIJ 4 0 n =) U < 0 §-� 0 0 C) Uj > Ce a� Uj 00 ILLI Uj ul CL z Ce a. < IMM 0 4w C W T3 z NINE ax (A 4-1 G) :5 0 0 ce >1 C5 _j M 0 Ce 4w 75 C Q > LLI E Ln �D kD 73 CL Uj 0 0 0 1 U M < 0 LA 6 k6 Cu MINE r -i c) 4-1 z * 1 0 0 N Im In 17 i -I > "1 0 0 Lr) 0 E > L 0 ce DATE 4-> 0 4w 1 >_ 1001 5-- 12.15.05 d U1 DRAWN BY 1�01 co J. DALY Ri 17 DESIGNED BY -5 O_ S. COLLINS 0) CHECKED BY 0) 75 S. COLLINS SCALE 75 AS NOTED y I ,D 00 CD U) -0 4. 0 0 in 4� 06 -5 -C 0 < U) 0-4 E z 0 > Z 4� 0 W oZ x q) LU 0 0 U -4- 4� Lu z 0 ct 0 LU 0 ED -a _j Uj 0O V) co 0 C) V) JOB NO. 41 I I I I I 22816 U) Q) 0 SHEET NO. -a :3 19 of 28 END -SECTION 12" - 60" PIPE -HUB ENO ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X _ ''.''� X I CONCRETE TO BE 40010 PSI MINIMUM ALTERNATE END -SECTION 1211 - 80" PIPE ES -1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X ---' x CONCRETE TO BE E .1 dOflD PSI MINN"NN PLAN DIAMETER OF PIPE OFF PIPOLMETE I C _M'Ar, n FEEL FABRIC REINFORCEMENT A OF E - PAY L14E ��"�I END VIEW SECTION X=X EN HEW SLOPE DETAIL NOTESs PIPE LENGTHS SHOWN ON PIANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFF ENoE IN DIMENSION "D". SPECFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION #5 BARS R &'C-0 TYP, ► r r � PPE DIAMETER A s I C p E 1211 4„ 21.-01, 44-1" ., rr 21-0, n � sworms REM= 051� E 1' -Cf" swum " 24-31: 3r-yDrr ._1a 3•-D„ 21" r, 2'-11" - '- " 31-15" 24" ll 11 INN U_Am 24-511 5,_ ,. 4'-0" 27" lovel4'- " 2*""' B'-1 '-5" 01_81, 0, 81, 01_914 Or_4„ H 2'-3" 33" 1'-1 4`-101 " .i' ' -i 35" 1'_3„ 5'.3- 2,_ IF i0'-0" 12'-0" 42" a -g„ ._3„ 2-11' 81-211 B.6u MGM= �� ■�E$��►i�t'4att�� 20- " !_ r, .-0" 54" '-3" '- " 2'-N" 8'-4" 71_8" u SLOPE DETAIL NOTESs PIPE LENGTHS SHOWN ON PIANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFF ENoE IN DIMENSION "D". SPECFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION #5 BARS R &'C-0 TYP, END SECTION DIMENSIONS PIPE PPE DIAMETER A s I C p E 1211 4„ 21.-01, 44-1" ., rr 21-0, n Ba 2'-3„ 3,-10n .-1"20-tul 1' -Cf" jail " 24-31: 3r-yDrr ._1a 3•-D„ 21" r, 2'-11" - '- " 31-15" 24" 10rr ,_ „ 24-511 5,_ ,. 4'-0" 27" lovel4'- " 2*""' B'-1 '-5" 01_81, 0, 81, 01_914 Or_4„ H 2'-3" 33" 1'-1 4`-101 " .i' ' -i 35" 1'_3„ 5'.3- 2,_ IF i0'-0" 12'-0" 42" a -g„ ._3„ 2-11' 81-211 B.6u IOU 1_De, 1 2 61-011 20- " !_ r, .-0" 54" '-3" '- " 2'-N" 8'-4" 71_8" u 21_45" 1 -,-0,• 1 2:41 11311 ,-0n SLOPE DETAIL NOTESs PIPE LENGTHS SHOWN ON PIANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFF ENoE IN DIMENSION "D". SPECFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION #5 BARS R &'C-0 TYP, SECTION A- A< STRUCTURE SIZE AND WALL THICKNESS VARIES NOTES4 1. STANDARD SL -1. MANHOLE SAFETY SLABS SHOULD BE REQUIRED AS PART OF TF -E DRAINAGE DESIGN FOR MANHOLES. JUNCTU BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT 'SAFETY SLABS SHOULD BE 8'TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 8 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. 2, 3. RE APPLICABLE. ARE ARE T4 BE STAGGEREDNACCORDINGL STRUCTURE TG THE OTHER 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSD. PRECAST CONCRETE IS TO BE A4 (400D PSI). REINFORCING STEEL TO BE N ACCORDANCE WITH AASHTO M31. 5, ACCESS OPENINGS MAY BE 30' DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH 15 LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIC)TH BY 30" LONG), SL -1-1 45 BARS 2 8" C -r, TYP. SECTION 8-8 IFOR fUPTHERPDET ILOS WINGS g" #a BARS a 6'• C -C TYP. TYPICAL PRECAST UNIT SE SN REFERENCE TYPICAL CONCRETE SAFETY SLAB REF 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT CAF TRANSPORTATION U7614 102.01 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA PRECAST REINFORCED CONCRETE: SECTIONS "0" RING SEALS - ILLI S x ' D NOTE 1 �.• ' :.ti TSHAPE TO BE I H WITH MORTAR J* 00 NOT BEVEL 77 I L � NOTES: 1. 'r,,l" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SHALL TOP ENDWALL PROJECT AOOVE FILL SLOPE, ORCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE- .3. LAN. 3.ALa � IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET 4. THIS STANDARD TO BE USED WITH STRXGHT CROSSINGS. AND ALL SKEWS (O' TO 450). .5. HEADWALL. TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WHNGWALLS OCCUR. EW -1 �♦ PIPE CROSSWALK 4. TYPICAL PLACEMENT 1+111' 30" DIAMETER SIZE OF ELLIPTICAL WE CULVERT (SPAN x RISE) .g' A_ E 12" 15" _FTT� :. 21" OR 24" 27" OR 3O" 33" OR 36" A 0'-6" SECTION A- A< STRUCTURE SIZE AND WALL THICKNESS VARIES NOTES4 1. STANDARD SL -1. MANHOLE SAFETY SLABS SHOULD BE REQUIRED AS PART OF TF -E DRAINAGE DESIGN FOR MANHOLES. JUNCTU BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT 'SAFETY SLABS SHOULD BE 8'TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 8 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. 2, 3. RE APPLICABLE. ARE ARE T4 BE STAGGEREDNACCORDINGL STRUCTURE TG THE OTHER 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSD. PRECAST CONCRETE IS TO BE A4 (400D PSI). REINFORCING STEEL TO BE N ACCORDANCE WITH AASHTO M31. 5, ACCESS OPENINGS MAY BE 30' DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH 15 LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIC)TH BY 30" LONG), SL -1-1 45 BARS 2 8" C -r, TYP. SECTION 8-8 IFOR fUPTHERPDET ILOS WINGS g" #a BARS a 6'• C -C TYP. TYPICAL PRECAST UNIT SE SN REFERENCE TYPICAL CONCRETE SAFETY SLAB REF 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT CAF TRANSPORTATION U7614 102.01 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA PRECAST REINFORCED CONCRETE: SECTIONS "0" RING SEALS - ILLI S x ' D NOTE 1 �.• ' :.ti TSHAPE TO BE I H WITH MORTAR J* 00 NOT BEVEL 77 I L � NOTES: 1. 'r,,l" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SHALL TOP ENDWALL PROJECT AOOVE FILL SLOPE, ORCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE- .3. LAN. 3.ALa � IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET 4. THIS STANDARD TO BE USED WITH STRXGHT CROSSINGS. AND ALL SKEWS (O' TO 450). .5. HEADWALL. TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WHNGWALLS OCCUR. EW -1 EW-L1A 6. BEVEL EDGE IS REQUNED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7,EDG LLAT THE O LET END OF THE CULVERT MAY BE EITHER SQUARE BEV8. ON SHALLOW FB.LS INHERE EhDWALLS ARE 1 `OR LESS MOW SHOULDER LGR�EHOfTT�}E ROAD ENDWALL SHALL 13E CONSTRUCTED PARALLEL TO THE 8. �" CHASER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW -1A ENDWALL FOR CIRCULAR PIPE CROSSWALK 4. TYPICAL PLACEMENT 1+111' DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL WE CULVERT (SPAN x RISE) .g' A_ E 12" 15" 18" 21" OR 24" 27" OR 3O" 33" OR 36" A 0'-6" 0'-6" W-8" 0'-11" Y-0°' 1' -Cf" B W-11" 1'-1" Y-3" V-6" Y-8" 2'-0" C 1'4" 1'-7" T-8" 2'-2" 2'-6" 21..910 D 1'-0" Y-3" Y-8" 2'-0" 2'HI" 3"-0" F 01.61, 01-8" 01_81, 0, 81, 01_914 Or_4„ H 2'-3" 2'-14' 3'-2" 3'-8„ 4'-3" 4'-9" L 4'-0" 5'-O" 6'-0" 8'-0" i0'-0" 12'-0" a 0'-'d/4"-1 0'4" 0'-2" 00-2V2" 0'-3f/fi" 0'-3Y4" b 0'-1" 0'-1/41, 0'-112" 0'-2" W -21/t" 0'-31$ 9'-2" 10'-2" CUBIC YARDS OF CONCRETE 12'-1" 12'-11" CONC. PIPEJ 0.241 1 0.482 10,4107 1 1.319 1 2.067 1 2,947 C.M. PIPE 10.257 4'-5" 1 0.521 10.7391 1.388 1 2.188 3.146 EW-L1A 6. BEVEL EDGE IS REQUNED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7,EDG LLAT THE O LET END OF THE CULVERT MAY BE EITHER SQUARE BEV8. ON SHALLOW FB.LS INHERE EhDWALLS ARE 1 `OR LESS MOW SHOULDER LGR�EHOfTT�}E ROAD ENDWALL SHALL 13E CONSTRUCTED PARALLEL TO THE 8. �" CHASER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW -1A CIFIC R "CE STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 STREET SURFACE OR NON -PAVED AREA 12 MIN. 6" BEDDING NOTE Wj NO. 68 STONE 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, CG -12C AT� ATC SAME AS ) TOP OF CURB ENDWALL FOR ELUPTICAL PIPE CROSSWALK 4. TYPICAL PLACEMENT 1+111' AT INTERSECTION WITH BUFFER STRIP SIZE OF ELLIPTICAL WE CULVERT (SPAN x RISE) .g' A_ E CROSSWALK 23"*14" 30"X18" 34"X22" 38"X24" 421lX27" 45"x28" 481lX32" 53"X34" A O'-18" 0'-9" 0'-�" 0'-11" O'-11" 1'-0" 1'-0" 1'-0" B T-',2'# Y-3" Y-6" Y-6" Y-$ 1°-10" Y-", T.1Y' C 1'-18" 1'-1Y' 2'-1" 2'-4" 2'-5" 2'-7" 2'-6" 2'-S" D V-2" Y-7" T-10" 2'-O" 2'-3" T.W. 2`4" 2'-10" F 0'-6" 0'-&' 0'-8" 0'-9" 0-9" 0'-9 0-910 0'-8" H 2'-10" 3'-3" 3'-7" 3'-8" 4'-0" 4'-2" 4'-5" 4'-7" L 50-5" 7'-2" 6'-8" 9'-2" 10'-2" 10'-11" 12'-1" 12'-11" s Y-11" 2'-6" 2'-10" 3'-2" 3'-8" 3'-8 4'-Y' 4'-5" a 2Y2" W -3r%" 0'-3y 1, 0'-4" OF -0a!' O' -4'I" 0'-.Sa 0'-Sr/2" b 0'-2" O` -2°/S" 1 01-014" 0'-3a W -3Y:" O'-31`4„ 0'-4" 0"-4Y2n CUBIC YARDS OF CONCRETE CONC.PIPE 0.502 0.885 1.238 1.500 1.811 2.101 2 512 2.801 CIFIC R "CE STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 STREET SURFACE OR NON -PAVED AREA 12 MIN. 6" BEDDING NOTE Wj NO. 68 STONE 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, CG -12C AT� ATC SAME AS ) TOP OF CURB y, CROSSWALK 4. TYPICAL PLACEMENT 1+111' AT INTERSECTION WITH BUFFER STRIP .g' A_ E CROSSWALK 2' MON • STD. CG -2 OR Go 6Z � 6" 12 : i 48=1 #'� . OR CG -6 O AT 2" HIGHER THAN 0� PAVEMENT' AT� ATC SAME AS ) TOP OF CURB y, CROSSWALK 4. TYPICAL PLACEMENT -�-- AT INTERSECTION WITH BUFFER STRIP 07" WHERE STD. CG -3 CG -7 IS USED. E z,.Do 5+_Du A--■�--� ALTERATIONS STD. CG -2 OR Go 6Z � 6" 12 : i 48=1 #'� . OR CG -6 O 20 : 1 4' MIN. 5'-O" 4' MIN. i- In PEISSIBL CONST �ON JOINT NOTES SECTION A A B THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ' ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPNG SIDES WITH 80" X 8o" MIN. p_ L DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK +-^H OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. L___ 1 CURB RAMP FLOOR TO BE CLASS A -'S CONCRETE (CLASS A.4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE G) FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12=1. A TANGENT SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. PLAN " LIMITS OF EXPOSED AGGREGATE SIDEWALK RAMP FLOOR E PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS Ak-4, REQUIRED BARS ARE TO BE NO.5 X 8" PLACED IF CENTER TO CENTER ALONG BOTH SIDES OF THE RAW 45 DOWELS, $11 LONG o 12" C -C FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y211. CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT SLOPE 12=9 PERMISSIBLE CONCRETE SIDEWALK AND EXPOSED ACGREGATE SIDEwAL1C. GoMPLETE-M-PLACE. MAXIMUM CONSTRUCTION JOINT CURB/CURB AND GUTTER SLOPENSI TRATIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION, SECTION B -B CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. M ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSMI E ROUTE 1E WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, STABLE.FIRM AND SLE' RESISTANT PATH CONNECTiE1G ALL ACCESSIBLE ELEMENTS OF A PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS FACILITY THAT CAN APPROACHED, ENTERED OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED' BEHIND VEHICLE STOP LINES, IT USED BY PERSONS WITH MOBILITY IMPAIRMENTS. . I EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC, WILL ALSO AFFECT PLACEMENT. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SCOTT R. COLLINS'Z ti U No. 35791 112�- sIONAL Q of Z N OU Nui IY > c 0 > _ LLJ V) _ LL5 I- w > V QU.W � 0� Q < w _--I m Z GZ --I NY 00 c CL U N L Q U" LU ` d= U z w m •E•+ z V) ?0 x w D Q z i1) = O N U Q Lm u LL LU LA c f� Z u N m z z Lu e~ d' Q m ►--� •' C) _e W ce ■� 11. I ow to ■� O ce O rY W > LLH H v z 0 a-, O 0 I- W Lu 5. O V z z 00 ui W CL o_ DESIGNED BY S. COLLINS CHECKED BY S. COLLINS SCALE AS NOTED C5 0 i 0 CD CU Lri CD s J Q W Q O d z '1-' O >1 d J 4-1 m 0) I O +> O I= 0 1 d I co N s d d lu lu i 0) 0j 0) z ID 00 cu d - CD O L O Q) N � s, z O o O N z0 O > Q 0 w O N z �x X � N W o06 O} v ` (DLu _0 O Q O � in 5" - U W ®� Q Z 0 a O U) C) o U LLI W I.- O � a o 0 O W J 57 z c I -i /'�/ O 57 1. : 0 uj p ul) 0 U o� > O U +' O � � O 6 N � 5= � N O rn � U N � U � 'v a� o > � o -o 22816 o� SHEET NO. Q. � 20 0� 28 � o ,Il i E CL'LL! O O O i- In fT N > +-^H O O ® DATE G) 4w 12.15.05 DRAWN BY J. DALY DESIGNED BY S. COLLINS CHECKED BY S. COLLINS SCALE AS NOTED C5 0 i 0 CD CU Lri CD s J Q W Q O d z '1-' O >1 d J 4-1 m 0) I O +> O I= 0 1 d I co N s d d lu lu i 0) 0j 0) z ID 00 cu d - CD O L O Q) N � s, z O o O N z0 O > Q 0 w O N z �x X � N W o06 O} v ` (DLu _0 O Q O � in 5" - U W ®� Q Z 0 a O U) C) o U LLI W I.- O � a o 0 O W J 57 z c I -i /'�/ O 57 1. : 0 uj p ul) 0 U o� > O U +' O � � O 6 N � 5= � N O rn � U N � U � 'v a� o > � o -o 22816 o� SHEET NO. Q. � 20 0� 28 � o 17F' 7P 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTI VI TIES. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA, THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE. 6• THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES , WATERLINES, ETC. , PRIOR TO CONSTRUCTION. 7 UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIA TEL Y CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCA VA TED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGIN TABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIF/CA TI DNS 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE /N ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CER TIF/CATION AND VD0T STAMP WILL BE REQUIRED ON ALL UNITS ROAD CLASSIFICA TIONS ROAD SECTION BLOCK, 0.0,9 PAVEMENT DESIGN (D �2 ,A "B" "C" S TA, TO S TA. # VPD P VM'T, W/DTH (EIP - E P BIC - BIC R/W - R/W SUBBASE BASE SURFACE KENR/DGE ROAD 4+47 TO 6+99 Ho 395 8" 21-8 3" BM -250 .. 2" SM -9.5 22' 23' 30' KENR/DGE ROAD ® 3951.5" 6 21-B 3 BM -25.0 SM -9.5 18' 23' 30' 6+99 TO 13+51 UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71. • VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED /N CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL ASPHALTPAVING NO SCALE APPEAR DRYSTACKED O EXPANSION JOINT ABSOLUTE MINIMUM 92' OF THE STANDING CURB /S UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EX/STING CURB AND GUTTER. KENR/DGE DRIVE Edge of Island: 2402" 8 21-B 3 BM -25.0 SM -9.5 22' 23' 30' 5+00 TO 6+94 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS 00 mm X 31 m c6 (24 in }t i 01 ft) crosswalk, PLANTING 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED KENR/DGE DRIVE ofl 240 " 6 21- 8 3 BM -25.0 1.5" SM -9.5 18' 23' 30' 6+94 TO 12+82 15. THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF 1 1/2' BA TIER Z W HEADER STONES TO . o s)�q ,2 4q b � .1"q" CLASS A3 (H.E.S.1 711 . p, ! . ' 'S6 PARK DRI VE 240 8" 21-B 3" BM -25.0 2" SM -9.5 22' 23' 30' 2+69 TO 9+89 OF GRADE CHANGE SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, w o ,POINT BUILT (CONCURRENTLY 1 , INTER SLOPE AT MINIhIUM1'10`INTERVAL SECTION A -A X K X 3 X MAXIMUM DECREASEI N SLOPE FOR FIRST AND CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION KENR/DGE LANE ® 1721.5" 6 21-B 3 8M-25.0 SM -9.5 18' 23' 30' 4+50 TO 10+55 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR CMU W/ #4 REBAR / / r4 E • LOCA TED A MINIMUM OF 5.5' BEHIND THE DI TCH LINE ON OPEN D/ TCH STREETS 1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF 10. PAV, DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION. 2 A PRIM OAT E C SHALL BE APPLIED BETWEEN THE AGGREGATE GREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH V.D.O. T. STANDARDS. 11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI). VCE ISLAND AND BLOCK, 0.0,9 ACCESS ROADS 3'-0" MIN. 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS, RESIDENTIAL LOT LIMITS OF BOTTOM BLOCK CAP TO EXTEND GEOTCXTILE WRAPPED EXISTING OR PROPOSED ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 3' MIN. MI , TO DAYLIGHT FULL THICKNESS " `"•-1'•8' MIN, CRUSHED STONE Ho • ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE -1 RET N • WALL SECT -10N FOIA USED WALL fflfflT ACCESSIBLE ROUTE DETAIL 1I4' » 1'-0' h'CTIO.N M PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO 2. SIT BLOCKS AS REQUIRED TO FULLY ENGAGE SH154R TAB, ADDITIONAL RIGHT -OF -WA REGlBtED IF THE LIMITS OF ALOE Iggo�,E ROUTE EXTEND BEYOND EXISTING 9. RETAINED BACKFILL SHALL BE CONTROLLED, COMPACTED X57 OR 21A STONE WITH A MINIMUM ANGLE OF OR PR DED VDOT RIGOF WAY. BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER. w S" LIQ DENSITY. EXCAVATIONS MUST ALSO MEET OSHA AND OTHER LOCAL REQUIREMENTS, ALL JOINTS SHALL BE TYPE 'N' MORTAR AND 4, NOTIFY ENGINEER IF ACTUAL CONDITIONS VARY. UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71. • VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED /N CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL ASPHALTPAVING NO SCALE APPEAR DRYSTACKED O EXPANSION JOINT ABSOLUTE MINIMUM 92' OF THE STANDING CURB /S UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EX/STING CURB AND GUTTER. 11 Edge of Island: FROM BOTH SIDES m lhl 2200 M (81n) rved arrow legend CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. W S FACILITY THAT CAN BE APPRpD, ENTERED AND USED LAWN. OR 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS 00 mm X 31 m c6 (24 in }t i 01 ft) crosswalk, PLANTING 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED '�a r0 ofl PROVIDED, AAMNA� It TRAVERSABLE TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR v -2'-DI'-•I lF�G,I% / !• Jin � - s Ni 15. THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF 1 1/2' BA TIER Z W HEADER STONES TO . o s)�q ,2 4q b � .1"q" CLASS A3 (H.E.S.1 711 . p, ! . ' 'S6 Q111 -111!!!:::b vo T•d14•i4 -A »4 ' o '• o" - B" AGGR. BASE EXTEND 1/3 TO 1/4 OF TY E i SIZE 219 CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY /F LOCATION OR ELEVATION IS DIFFERENT FROM THAT 5'-a' ALL FOR CURB AND GUTTER ONLY OF GRADE CHANGE SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, w o ,POINT BUILT (CONCURRENTLY 1 , INTER SLOPE AT MINIhIUM1'10`INTERVAL SECTION A -A X K X 3 X MAXIMUM DECREASEI N SLOPE FOR FIRST AND CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION , \/ CMU W114 REBAR WHEN USED IN CONJUNCTION WITH STANDARD .9»O�•0�ggw 6» o • o . a . o . ® » OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. STANDAARD ICO-7 BYO BE ADJUSTED TO TO MATCH THE 1 EVERY 18" O.C. MOUNTABLE CURB CONFIGURATION.C�aN 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR CMU W/ #4 REBAR / / r4 E • LOCA TED A MINIMUM OF 5.5' BEHIND THE DI TCH LINE ON OPEN D/ TCH STREETS EVERY 18" O.C. / 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. / 4" DRAIN 77LE (CONT. 18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR r'J vi TO DAYLIGHT) WRAPPED 913• FlUNNINQ. BOND PATTERN 1V TO THE PLACEMENT OF AGGREGATE BASE COURSE. (� �� (�S ((�( / IN FILTER FABRIC AND PAT"f>AIX SWEPT JOINTS,o TERN MrRN 7O BE .SPACER,.VENk Y r c- r r- 1 41,✓139.V1k1?�.J�dl V� PA7I'$13N WRAPS AT BOTki ENDS SEE CORNER DETAIL ASOVE LANTINO IED 2••3" SAND SETTING 5' 4 " CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE NOTEADD UNDERDRAINS ALONG SIDEWALK AT SPECIFIC L OCA TIONS /F WARRANTED DUE TO UNUSUALLY WET FIELD CONDITIONS. 6' 2" CRUSHED SURFACE STONE 77777,77/777 \\\ \\\7 4 STONE BASE (TYPE 21A STONE) TRAIL WAY NO SCALE 4»--� TOP OF CURB 2„ R d4.a•'• a 6" •1 ": 1 ' s 4 °a 4 7p, d • Q: ;da arzo 4 " MIN. RUNNING BOND HeADER 3.000 PSI MIWISLA5MTH • (2113 RESAR, i r i - ! r 1 t i r SLOPESDITCH a- j - j r- j r DEVELOPER A CHOOSE r -EROSION j >%��r`r 1�`II��1 `'; :►I•ri�•t�•'+��1'� \ 't t- 1 Fd's..\\\\`,``{S'S�,c ,rx?• tr .��s c t,`�• r�c,t �h AM,`'>\,"J�.,r{`�, .. • SECONDARY RR MEASURESSEDIMENT CONTROL A a TTEMPT TO ACHIEVE CHANNEL a- aTIOIN WHILE ACKNOWLEDGINGa ADDITIONAL r ar .REQUIRED- r • a a r • r / a A A \\� aTIONS.rt j r ) a rr- rrr • aSTANDARDS ►j AND - . I ../ [ . l r' '✓ y�j r VDOT & ALBEMARLE COUNTYAPPROVAL OF r r PLANS DOES NOTPRECLUDE RIGHT TO REQUIRE ADDITIONAL `�� . ��, �� ► ��' ��/ l�/�/! �a r / ,.,lir' ... ;�f,�/,.://�. •�.i ./�-. !J, r..c � J`. / %4v/'�::rr VDOT 21-A STONE BASE UNDER CURB & GUTTER TO BE CHECKED BY VDOT 1 t R c / c r PF r '\� ,, • • y0" • PRIOR TO PAVING 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. ; . Q ;',i.5" •r. MORTARIljl sr=LC)V4' TCP 1 R=2" AND/OR BACKFILLING. 22, VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE �!� s °.' ,' S7Tltda s1>: ?�'p• : FILTER FABRIC Y / BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE REBAR EVERY so%•OOMPAGTED I ' BASE COURSE(S). 12'" O.C.; 3" CLEAR SUBc3MAOC- 6 23. A PRIME COA T SEAL BETWEEN THE AGGREGA TE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED A T THE RA TE OF / MIrN a/i e • • - ___ rte, • • e-,.- ,. a a•, r-. / A.•• t, II Ar /. A TN n- 1 /P. PIT A ♦ Ir A f'1 P'.r A ♦ A T1/1A 1� 3000 PSI CONCRETE FOO77NG 18'x / ' A' A LIZ E BRICK SIDEWALK �/ BASE NO SCALE CONCRETE TO BE A3 IF CAST IN PLACE, 4,000 PSI ,y IF PERCAST. �/ .<•' Aa ." �? o0C�, C ofl i'•0' MAX, SOIL N o oo5 OCT�Boop o LATER 00 00 90000 0' BY OTHERS 4Min. o 1 oQg0Si �6 fl r0 MIN, °bflno EDGING REI -ROCK 28° TOP BLOCK 1 00 / (X) ABOVE PAVED #78 68 OR 0_5:41STIN6 VDOT 57,CURE COBBLESTONE SHEAR TAB,SEE NOTE 2# #4R BASE �" "M SOILS 6" 6" STONE BASE UNDER CURB. >BBLES FLUSH WITH � �' STANDARD CG -2 L SIDEWALKS AND c o - BY LA JN THE �+ 1 ,Ir RETAINED STONE UA I' l3ACKFILL, SEE NOTE 9 NO SCALE ES TO BE SET 6" a VED SURFACE ONLY `�-- REN -ROCK 41' MiDDLe VCE ISLAND AND BLOCK, 0.0,9 ACCESS ROADS 3'-0" MIN. IO/NTS AT THESE REW-ROCK 41' LIMITS OF BOTTOM BLOCK ROUTE -- -�-- 31.0/1 Ml�- - GEOTCXTILE WRAPPED EXISTING OR PROPOSED 1' 0" PERFORATED DRAIN, DRAIN 3' MIN. MI , TO DAYLIGHT FIASE COURSE,• • " `"•-1'•8' MIN, CRUSHED STONE Ho LEVELING PAD RET N • WALL SECT -10N FOIA USED WALL fflfflT ACCESSIBLE ROUTE DETAIL 1I4' » 1'-0' h'CTIO.N M t BEARING SOIL SHALL HAVE AN ALLOWABLE BEARING PRP55UXE OF 2000 PSF. 2. SIT BLOCKS AS REQUIRED TO FULLY ENGAGE SH154R TAB, ADDITIONAL RIGHT -OF -WA REGlBtED IF THE LIMITS OF ALOE Iggo�,E ROUTE EXTEND BEYOND EXISTING 9. RETAINED BACKFILL SHALL BE CONTROLLED, COMPACTED X57 OR 21A STONE WITH A MINIMUM ANGLE OF OR PR DED VDOT RIGOF WAY. INTERNAL PRI&ION OF 40; 21A STONE SHALT BE COMPACTED TO AT LCAST 999 OF THE MAXIMUM DRY w S" LIQ DENSITY. EXCAVATIONS MUST ALSO MEET OSHA AND OTHER LOCAL REQUIREMENTS, 4, NOTIFY ENGINEER IF ACTUAL CONDITIONS VARY. UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71. REDI-ROCK RETAINING WALL SYSTEM ASPHALTPAVING NO SCALE R. O EXPANSION JOINT ABSOLUTE MINIMUM 92' KENRIDGE LANE 11 Edge of Island: No. m lhl 2200 M (81n) rved arrow legend UNOBSTRUCTED STABLE» FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A a. FACILITY THAT CAN BE APPRpD, ENTERED AND USED . a, a. '• o. A- O BY PERSONS WITH MOBA.iTY IMPAIRMENTS• 00 mm X 31 m 300 mm it2 Irl} (24 in }t i 01 ft) crosswalk, broken white,. 4 m 3 ft stripe, 1 �� ►In p ��I� Illi m gap '�a r0 White legend (optional) ;vl/�' fi i %';rr.' HALF PLM VARIABLE WID TH Ift WIDTH OF ENTRANCE d E"N"T " - ENTRHAN� `-'-"'I 3'-0" MIN. EXPANSION JOINT M A-01, MIN ® %CESSI� LIMITS OF SOIL OR KEffRA06T DRIVE STCr.[ON ROUTE -- -�-- 31.0/1 Ml�- - ACCESSIBL OUTS EXISTING OR PROPOSED --T_ _. ----�- I On -�.TRA RSAB 5''q" 3' MIN. SIDEWALK OR SIDEWALK SPACE FIASE COURSE,• • a Ho r EXPANSION 40INT . a# ACCESSIBLE ROUTE DETAIL SECTIONINTENDED h'CTIO.N M UNPA ED SPACE ADDITIONAL RIGHT -OF -WA REGlBtED IF THE LIMITS OF ALOE Iggo�,E ROUTE EXTEND BEYOND EXISTING 'r'�!✓rf rf� ffifi OR PR DED VDOT RIGOF WAY. THE NATIONAL w S" LIQ DETAIL TO NE USED WHEN THE COMBINED WIDTH OF FLOW UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71. !f! y F/fr jYJ% ASPHALTPAVING SCOTT R. O EXPANSION JOINT ABSOLUTE MINIMUM 92' KENRIDGE LANE a. ENTRANCE i ! No. , - UNOBSTRUCTED STABLE» FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A a. FACILITY THAT CAN BE APPRpD, ENTERED AND USED . a, a. '• o. A- O BY PERSONS WITH MOBA.iTY IMPAIRMENTS• O»O»0�03bY pe HALF PLM�I Ob 4�O.ppq 3' '�a r0 PROVIDED, AAMNA� It TRAVERSABLE WIDTH IS REQUIRED. 0% TO 10X CHANVGEPARABOLIC CURVE SIDEWALK SPACE•_. -2'-DI'-•I lF�G,I% / !• Jin � - s Ni li ti• _ �. • b% fl. X X . o s)�q ,2 4q b � .1"q" CLASS A3 (H.E.S.1 711 . p, ! . ' 'S6 Q111 -111!!!:::b vo T•d14•i4 -A »4 ' o '• o" - B" AGGR. BASE 4.8p pVO�OO TY E i SIZE 219 SECiiON C -C 5'-a' FOR CURB AND GUTTER ONLY OF GRADE CHANGE FOR SIDEWALIK CURB AND GUTTE ,POINT BUILT (CONCURRENTLY 1 , INTER SLOPE AT MINIhIUM1'10`INTERVAL SECTION A -A X K X 3 X MAXIMUM DECREASEI N SLOPE FOR FIRST AND Q' � • o, B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS • WHEN USED IN CONJUNCTION WITH STANDARD .9»O�•0�ggw 6» o • o . a . o . ® » wJl'� r STANDAARD ICO-7 BYO BE ADJUSTED TO TO MATCH THE 1 MOUNTABLE CURB CONFIGURATION.C�aN i1//i �f%% % ! i i r4 E • . • r'J vi ! .: ail/ ;f�/ • oil E Uj f. Tr,,ii ' ,• /�;/l�ii'//CJI/l • LU • LUy `ray : •. Uj '" + �, , • fr , ,:- ce�fi/ • J ,r • . .. i �• • ' .�i}`.v/ Lj L�QF• • • • fwd z LLJ • - �rUj ry 1 s • NOTE: ALL RETAINING AND/OR STRUCTURAL WALLS TO BE DESIGNED AND ENGINEERED BY A LICENSED STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.. ,A •'- HALF PLM VARIABLE WID TH Ift WIDTH OF ENTRANCE d E"N"T " - ENTRHAN� `-'-"'I 3'-0" MIN. EXPANSION JOINT M A-01, MIN ® %CESSI� LIMITS OF SOIL OR KEffRA06T DRIVE STCr.[ON ROUTE -- -�-- 31.0/1 Ml�- - ACCESSIBL OUTS EXISTING OR PROPOSED --T_ _. ----�- I On -�.TRA RSAB 5''q" 3' MIN. SIDEWALK OR SIDEWALK SPACE FIASE COURSE,• • a CURB INCLUDED IN NTRANCE GUTTER r EXPANSION 40INT . a# ACCESSIBLE ROUTE DETAIL SECTIONINTENDED h'CTIO.N M UNPA ED SPACE ADDITIONAL RIGHT -OF -WA REGlBtED IF THE LIMITS OF ALOE Iggo�,E ROUTE EXTEND BEYOND EXISTING OR PR DED VDOT RIGOF WAY. THE NATIONAL w S" LIQ DETAIL TO NE USED WHEN THE COMBINED WIDTH OF FLOW UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71. WDTH OF GUTTER'' ASPHALTPAVING KENRIDGE ROAD ENTRANCE WIDTH DESIRABLE MINIMUM 1W PAVING PARK DRIVE EXPANSION JOINT ABSOLUTE MINIMUM 92' KENRIDGE LANE a. ENTRANCE i ! ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS , EDGE OF PAVEMENT- UNOBSTRUCTED STABLE» FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A a. FACILITY THAT CAN BE APPRpD, ENTERED AND USED . a, a. '• o. A- O BY PERSONS WITH MOBA.iTY IMPAIRMENTS• O»O»0�03bY pe HALF PLM�I Ob 4�O.ppq 3' '�a r0 PROVIDED, AAMNA� It TRAVERSABLE WIDTH IS REQUIRED. 0% TO 10X CHANVGEPARABOLIC CURVE SIDEWALK SPACE•_. -2'-DI'-•I FACE OFCURB&,I�tMPAVIEA_ NORMAL GUTTER 12% MAX, SLOPE �--- - r� li ti• _ �. • b% fl. X X . o s)�q ,2 4q b � .1"q" CLASS A3 (H.E.S.1 711 . p, ! . ' 'S6 Q111 -111!!!:::b vo T•d14•i4 -A »4 ' o '• o" - B" AGGR. BASE 4.8p pVO�OO TY E i SIZE 219 SECiiON C -C 5'-a' FOR CURB AND GUTTER ONLY OF GRADE CHANGE FOR SIDEWALIK CURB AND GUTTE ,POINT BUILT (CONCURRENTLY 1 , INTER SLOPE AT MINIhIUM1'10`INTERVAL SECTION A -A X K X 3 X MAXIMUM DECREASEI N SLOPE FOR FIRST AND Q' � • o, B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS • WHEN USED IN CONJUNCTION WITH STANDARD .9»O�•0�ggw 6» o • o . a . o . ® » STANDAARD ICO-7 BYO BE ADJUSTED TO TO MATCH THE 1 MOUNTABLE CURB CONFIGURATION.C�aN 0 BRICK CAP " >® +' DATE U O 4W 8" TO 1' 12.15.05 n DRAWN BY #4 BARS 012- co Atg §6§dROVt WALL J" DALY Ri i 4" DRAINAGE PIPE DESIGNED BY d C -C . S. COLLINS CHECKED BY 75 S. COLLINS PACING BETWEEN BRICK & SCALE 75 STEEL, FILL WITH MORTAR S AS NOTED CONCRETE BASE I #4 BARS 0 8" C -C op EACH WAY CLI CU C? 8" <<'d 14" BRICK DECORATIVE RETAINING WALL DETAIL CD NO T TO SCALE cn NOTE: (1) CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 0 Z (2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-815 (REINFORCING BARS). o � V) � F- V J 0 � O u> 4) N-4 F"�1 z Q o (D}-- v UI 200 mm (ll In) minimum STANDARD CG- 9D EN TRANCES o yellow edgy of Island j L v ai EXIST GROU RAW NO SCALECIL z 00 R x W CG -6 0 V) v CG-6POINT OF CURB & GUTTER Uj BRICK (EXPOSED AGGREGATE) BRICK U W SIDEWALK CURB & GUTTER FINISHED GRADE SIDEWALK UJ U 3,• (EXPOSED AGGREGATE,) k:j_j 1.5" SM -9.5 o \ 3 clC 0 0 � 1�1' 1/4':• 1' 1 4'.• 1' � � EXIST. GROUND � < �Z•'/ v 0 0 obi o g �fb°p�Po 0 000 ,' LU cessN ROUNDABOUT SIGNAGE AND STRIPING DETAIL�� ~ m � Y NO SCALE 3" BM -25 EXIST. GROUND EXIST. GROUND Z CROSSWALK 5.0' 6.0' 2.5' 9.0' 9.0' 2.5' 6.0' 5.0' ASPHALT PAVING, SIDEWALK PLANTING STRIP PLANTING STRIP IDEWf SIGN CENT COBBLESTONE PA VERS MATCHED s ILK U v RAL ISLAND SHALL TO EXISTING ROAD WIDTH EMBEDDED SEE DETAIL BE MOUNTABLE AND SHALL INTO TYPE 48.0' L- n 'M' MORTAR � N -N 0 11' BE DOMED A T A HEIGH' T OF Q 0 0.3" TO 0.36" PER 1' DIAMETER I�.�'.11�RI.DG..�" LM.N�' MS�'CTION WITH A MAX/MUM HEIGH fi OF 5': ASPHALT PAVING, SEE DETAIL ,S. VARIABLE WID TH SIDEWALK SUB -BASE h'�'NRIDG�' ROMA ,S''�'CTION SHALL EITHER BE 9590 l ROUNDABOUT 6" CONCRETE SLAB;COMPACTED • •A D A i r�i�:� •'i r�p.� •'i r�i,.� ••• r�iy� • i r�•� ` •'• r�•,.4 SOIL OR KEffRA06T DRIVE STCr.[ON LU >0 v Q O CL w ¢ O ° o �o tV o M I, #3 REBAR. CONT., 2" CLEAR FIASE COURSE,• • a 0 BRICK CAP " >® +' DATE U O 4W 8" TO 1' 12.15.05 n DRAWN BY #4 BARS 012- co Atg §6§dROVt WALL J" DALY Ri i 4" DRAINAGE PIPE DESIGNED BY d C -C . S. COLLINS CHECKED BY 75 S. COLLINS PACING BETWEEN BRICK & SCALE 75 STEEL, FILL WITH MORTAR S AS NOTED CONCRETE BASE I #4 BARS 0 8" C -C op EACH WAY CLI CU C? 8" <<'d 14" BRICK DECORATIVE RETAINING WALL DETAIL CD NO T TO SCALE cn NOTE: (1) CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 0 Z (2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-815 (REINFORCING BARS). o � V) � F- V J 0 � O u> 4) N-4 F"�1 z Q o (D}-- v UI 200 mm (ll In) minimum STANDARD CG- 9D EN TRANCES o yellow edgy of Island j L v ai EXIST GROU RAW NO SCALECIL z 00 R x W CG -6 0 V) v CG-6POINT OF CURB & GUTTER Uj BRICK (EXPOSED AGGREGATE) BRICK U W SIDEWALK CURB & GUTTER FINISHED GRADE SIDEWALK UJ U 3,• (EXPOSED AGGREGATE,) k:j_j 1.5" SM -9.5 o \ 3 clC 0 0 � 1�1' 1/4':• 1' 1 4'.• 1' � � EXIST. GROUND � < �Z•'/ v 0 0 obi o g �fb°p�Po 0 000 ,' LU cessN ROUNDABOUT SIGNAGE AND STRIPING DETAIL�� ~ m � Y NO SCALE 3" BM -25 EXIST. GROUND EXIST. GROUND Z CROSSWALK 5.0' 6.0' 2.5' 9.0' 9.0' 2.5' 6.0' 5.0' ASPHALT PAVING, SIDEWALK PLANTING STRIP PLANTING STRIP IDEWf SIGN CENT COBBLESTONE PA VERS MATCHED s ILK U v RAL ISLAND SHALL TO EXISTING ROAD WIDTH EMBEDDED SEE DETAIL BE MOUNTABLE AND SHALL INTO TYPE 48.0' L- n 'M' MORTAR � N -N 0 11' BE DOMED A T A HEIGH' T OF Q 0 0.3" TO 0.36" PER 1' DIAMETER I�.�'.11�RI.DG..�" LM.N�' MS�'CTION WITH A MAX/MUM HEIGH fi OF 5': ASPHALT PAVING, SEE DETAIL ,S. VARIABLE WID TH SIDEWALK SUB -BASE h'�'NRIDG�' ROMA ,S''�'CTION SHALL EITHER BE 9590 l ROUNDABOUT 6" CONCRETE SLAB;COMPACTED • •A D A i r�i�:� •'i r�p.� •'i r�i,.� ••• r�iy� • i r�•� ` •'• r�•,.4 SOIL OR KEffRA06T DRIVE STCr.[ON it SIGN 300 PSI MIN. W/ 8" COMPACTED AGGREGATE 218 STONEPAICTED (48 PRMTEIF) I, #3 REBAR. CONT., 2" CLEAR FIASE COURSE,• • ,�+Ai r��.!��r'r�i'r�- •��r r� ,•r�r rI�� ratj r COMPACTED SUBGRADETHIS SECTIONINTENDED h'CTIO.N M w �W^ CD CO � J o c I. »LL,1 1 D/10 WWF, COLUMN I, MIN, 2" CLEAR, TYR » ' 3 " COMPA C TED A GGREGA TE/j/j\/j\/jam/j .::.::• :.::: , .:` : ` \//\// \��\//\//\ BASE COURSE, VDOT #21A COMPA C TED COLUMN SUBGRADE COBBLESTONE PA VER DETAIL 1.5" SM -2A - SURFACE COURSE 4 , COBBLESTONE • NO SCALF i ENTRANCE 11111 Hill 1111111111111111 1.5" SM -2A 3" BM -2A PROPOSED RIOU TE 250 RIGHT TURN - LANEINTERMEDIATE COURSE NO SCALE rQ� v � 0 Apa U R/W CIL RA PROPOSED GR X o COBBLESTONE POINT OF COBBLESTONE EXISTING STONE RETAINING WALL EDGING - EDGING L STA: 5+89.46 TO 7+15.12 FINISHED GRADE E v 2" SM -9.5 PROPOSED 3' STONE o ° 20" DECORATIVE WALL. oo� «A �o �� o a��°o� a �m o� moo CPO 0000� o STA: 4+88.12 TO 9+52.89 Q) -0 - 0.5' E ai 3" BM -25 8" 21-80 •> EXIST. GROUND 2: 1 SLOPE 11.0" 11.0" 4.5' w .� •v 30.00' NOTE: > Q) SIDEWALK SUB -BASE `� o SHALL EITHER BE 950 JOB NO, a RMA' PRIZE 5ECTIO V COMPACTED SOIL OR 7D � (3Q' PRIY�4TE RIX) 218 S O COM 22816 (0 Q) �r D o 0 SECTIO.N- L7 SHEET NO, a 21 of 28 to v � I- 6 ummmmuimmmm�mnuumuuu�m%a��uii • •A D A i r�i�:� •'i r�p.� •'i r�i,.� ••• r�iy� • i r�•� ` •'• r�•,.4 8" COMPACTED AGGREGATE FIASE COURSE,• • ,�+Ai r��.!��r'r�i'r�- •��r r� ,•r�r rI�� ratj r COMPACTED SUBGRADETHIS SECTIONINTENDED ,. THE ACCESS .,,, SERVING COMPACTED THE NATIONAL ' SUBGRADE SECTION WENDED �1�1111,� . • FOR THE MAIN ENTRANCE ASPHALTPAVING KENRIDGE ROAD ASPHALT PAVING PARK DRIVE NO SCALE KENRIDGE LANE NO SCALE ENTRANCE i ! KENRIDGEDRIVE rQ� v � 0 Apa U R/W CIL RA PROPOSED GR X o COBBLESTONE POINT OF COBBLESTONE EXISTING STONE RETAINING WALL EDGING - EDGING L STA: 5+89.46 TO 7+15.12 FINISHED GRADE E v 2" SM -9.5 PROPOSED 3' STONE o ° 20" DECORATIVE WALL. oo� «A �o �� o a��°o� a �m o� moo CPO 0000� o STA: 4+88.12 TO 9+52.89 Q) -0 - 0.5' E ai 3" BM -25 8" 21-80 •> EXIST. GROUND 2: 1 SLOPE 11.0" 11.0" 4.5' w .� •v 30.00' NOTE: > Q) SIDEWALK SUB -BASE `� o SHALL EITHER BE 950 JOB NO, a RMA' PRIZE 5ECTIO V COMPACTED SOIL OR 7D � (3Q' PRIY�4TE RIX) 218 S O COM 22816 (0 Q) �r D o 0 SECTIO.N- L7 SHEET NO, a 21 of 28 to v � I- 6 ROCK WALL' & COLUMNS FENCE 8c GATE ROCK WALL & COLUMNS x -- GRAPHIC SCALE 100 50 25 0 50 ( IN FEET ) 1 inch = 50 ft. 150 SCOTT R. COLLINS'Z u No. 35791 � �o��ssl ANAL E�ii JOB NO, 22816 SHEET NO. 22 of 28 0 0 A. GEORGE (D((M�y CHECKED BY Ce M z N C O(J SCALE 1 " = 50' Z Ljj H 0 O [� w (U L1j =.�j ±� W rC U U Lu s t- P-, QU.w V z M — ( J M � � Lu S i Q Z LY -J w 1-4 00 Q a > U CTS N i.. V �j Z�TM V Z HIM _3: oce wX 0 }�� zzto oa�u�,� �i�® z oa (Vol ta U 0O �-- w � ' LU o z LL N z z z n o V) > �It aW W °O -- r=CL (� W ui rU) O fieri = LU LU E u C 000 < H LnrnC6 z ,-,oa moo > > DATE U 12.15, 05 DRAWN A. GEORGE BY JOB NO, 22816 SHEET NO. 22 of 28 DESIGNED BY A. GEORGE (D((M�y CHECKED BY Ce M S. COLLINS SCALE 1 " = 50' Z Ljj O [� w JOB NO, 22816 SHEET NO. 22 of 28 Q M z (D((M�y Ce M m Z Ljj O [� w J < U U U) L z M W ( J M � � J W i Q JOB NO, 22816 SHEET NO. 22 of 28 GENERAL NOTES: PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERIWATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS • VERIFYALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETYINDICATED ONPLANS ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL .FOR USE OF EQUIVALENT MATERIAL • INSTALL ALL PLANTS AS PER DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANYPLANTS AND MATERIALS THAT ARE INAN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETYAND CALIPER WITHA SECURELYATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME INSTALL AND MAINTAIN LANDSCAPE PLANTINGS AT ENTRANCESIEXITS AND PARKING AREAS SO AS NOT TO INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT COMPLETION OF PLANTING INSTALLATIONAND SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE: INSPE CTI DNS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCL UDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE G UARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTIONAGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE ABLEMARLE DEPARTMENT OF COMMUNITYDEVELOPMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. TREE PROTECTION NOTES: • ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. • NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEENINSPECTED AND APPROVED BYA COUNTYINSPECTOR. • TREE PRESER VA TIONAND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. • HEA VY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTR UCTION MA TERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. • SOIL EROSIONAND STORMWATER DETENTIONDEVICES: SHALL NOT ADVERSELYAFFECT TREES TO BE SAVED. • FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SA VED. • TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. • TREES TO BE RETAINED WITHIN 40 FEET OFA PROPOSED BUILDING OR GRADING ACTIVITY SHALL ..8E PROTECTED BYFENCING. • FENCING SHALL BE INPLACE AND SHALL BE INSPECTED AND APPROVED BYA COUNTYINSPECTOR PRIOR TO GRADING OR CONSTRUCTION • WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTR UCTION DETAIL SUBMITTED FOR APPROVAL. • WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTIONDETAIL SUBMITTED FOR APPROVAL. • WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED ASANALTERNATIVE WHENITIS ANTICIPATED THATNECESSARY TRENCHING WILL DESTROYFEEDER ROOTS. • PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. • DAMAGED TREES SHALL BE TREATED IMMEDIA TEL YBY PRUNING, F.ERTIL LZATION OR OTHER METHODS RECOMMENDED BYA TREE SPECIALIST. ARBOR TAPE OR NYLON WEBBING °LACE TDP OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH) (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BALL REMOVE BURLAP FROM TOP 1/3 OF BALL ORIGINAL SOIL, AMEND AS REQUIRED NEVER CUT MAIN LEADER CONIFEROUS TREE PLANTING DETAIL NO SCALE REINFORCED RUBBER HOSE ARBOR TAPE, OR NYLON 14 PRUNE DEAD OR DAMAGED BRANCHES DO NOT PRUNE CENTRAL LEADER. 'r r rs r rr r �i�.�..�) � � r r s • DECIDUOUS TREE PLANTING DETAIL NO SCALE 2 5, j �---- PLANTING 50/L / FILTER FABRIC 0 5 , — CLEAN GRA VEL ° '--- 4" PERFORATED PIPE SUBGRADE III -=i I I—I 11=1 11=1 I I-=1 I I --I 11= =1 i t—I l—III III—III-1 i i=1 SOIL/DRAINAGE STRA TA NO SCALE 1992 DRIP UNE SWO FENCE TRI FENCING AND CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING Source: Va. DSWC., CORRECT TRUNK ARMORING ENCS M - 401 3.38 Plate 3.38-2 REMOVE BURLAP FROM TOP 113 OF BALL REMOVE BURLAP FROM TOP 1/3 OF BALL EARTH BERM AROUND BED iGQ`�;1,�►1111, h�o \�\\�� • �rJir:!•!r±i!:�ib%tai` \\��/� r r r NOTE : REMOVE ALL DEAD, BROKEN, DISEASED AND WEAK BRANCHES SHRUB PLANTING DETAIL NO SCALE THE SITE WALLS ARE TO BE CLAD WITH FIELDSTONE LAID WITHA DRY -STACKED APPEARANCE. THE STONE SHOULD BE :4 BUFF COLOR AND WILL BE SAID SO THAT THE HORIZONTAL BEDDING OF THE STONE IS EMPHASIZED. THE SIDEWALKS WILL BE DRY -LAID WOOD MOLDED BRICKS. OLD VIRGINIA OR OLD CAROLINA BRICK PAVERS WOULD SUTFICE. ALL SIDEWALKS SHALL BE LAID IN THE SAME BRICK CONCRETE PAVERS ARE NOT ACCEPTABLE. DRIVEWAY SURFACES INTO GARAGES SHALL BE EXPOSED AGGREGATE CONCRETE. THE SURFACE SHALL BE MODERATELY WASHED. THE AGGREGATE SHALL BE BROWN OR BUFF IN COLOR. THE STEPS FROM THE DRIVEWAY TO THE FRONT WALK SHALL BE OF BRICK TREADS AND RISERS TO MATCH THE WOOD MOLDED BRICK OF THE WALKWAYS. A SCREENING EVERGREEN HEDGE OF BOXWOOD (BUXUS "GREEN GEM') 24"AT PLANTING SHALL BE PLANTED PARALLEL TO THE STONEWALL ALONG EACH DRIVEWAYAND GARAGE ENTRANCE. THIS IS TO PROVIDE A VISUAL SEPARATION BETWEEN EACH FRONT GARDENANDASSOCIATED DRIVEWAY THE PARKWAYS ALONG THE MAIN DRIVES WILL BE PLANTED IN TURF. IRRIGATION SHALL BE PROVIDED FOR THESE PLANTING AREAS ONE SHADE TREE OF NO LESS THAN 4" CALIPER SHALL BE IN THE PARKWAY STRIP OF EACH UNIT. SUGGESTED SPECIES SHOULD INCLUDE ACER R UBURM "RED SUNSET" (RED MAPLE), QUERCUS PHELLOS (WILLOW OAK), QUERCUSACUTISSIMA (SAWTOOTH OAK), TILIA TOMENTOSA (SILVER LINDEN), AND QUERCUSIMBRICARIA (SHINGLE OAK). THE INTERIOR OF EACH COURTYARD SHALL BE DELINEATED IN ONE OF THE FOUR WAYS SHOWN ON THE PLAN AND IN THE DETAILS. THE OUTLINE OF THE GARDENS IS DEFINED BYA EVERGREEN BOXWOOD HEDGE (BUXUS, "GREEN GEM'), 12"PLANTS SPACED 12" ON CENTER AT PLANTING. THIS IS TO CREATE ANIMMEDIATE EVERGREEN PATTERN. THE INTERIOR OF THE BOXWOOD PARTERRES MAYBE PLANTED WITH GROUNDCOVER. SUCHAS VINCA MINOR (PERIWINKLE), HEDRA HELIX (ENGLISH IVY), OR LIRIOPE SPICATA (LIRIOPE). ALTERNATIVE OPTIONS FOR THE INTERIOR SPACES OF THE PARTERRES MAYINCLUDE FINE GRAVEL OF VARIOUS COLORS (112"MAXIMUM AGGREGATE) OR LOW GROWING HERBACEOUS PERENNIALS OR ANNUALS FOR SEASONAL COLOR, EVERGREEN GROUNDCOVERS IS MUCHPREFERRED. EACH FRONT COURTYARD WILL BE PLANTED WITH AN ORNAMENTAL FLOWERING TREE SUCHAS A CORNUS KOUSA (KOUSA DOGWOOD), PRUNUS YEDOENSIS (YOSHINO CHERRY), MAGNOLIA XSOULANGIANA (SAUCER MAGNOLIA), MAGNOLIA VIRGINIANA (SWEETBAYMAGNOLIA), MALUS SARGENTII (SARGENT CRABAPPLE), HAMAMELIS VIRGINIANA (COMMON WITCHHAZEL), OR CHIONANTHUS VIRGINICUS (WHITE FRINGETREE). EACH UNIT SHALL ALSO BE REQUIRED TO USE CLIMBING PLANTS SUCHAS ROSES, CLEMATIS OR CLIMBING HYDRANGEA TO SOFTEN THE FRONT FACADES OF THE TOWNHOUSES. TERRA COTTA AND STONE POTS FILLED WITH ANNUALS AND PERENNIALS SHOULD BE PLACED ONEACH PORCH(. MP STONE WALL BRICK STEPS COURT YARD - (SEE CROSS SECTION BELOW FOR SOIL/DRAINAGE STRATA) BRICK WALK 3' 2' 4" PERFORATED PIPE 2 EXPOSED AGGREGATE DRIVEWAY BRICK SIDEWALK EXPOSED AGGREGATE DRIVEWAY FRONT COURTYARD DRAINAGE SY87L�M DETAILS C0URTYAf�?D WALL DETAIL NO SCALE PLANT LIST KEY QNTY. BOTANICAL NAME COMMONNAME MIN. INSTALLED SIZE ROOT TYPE REMARKS 10 -YR. CANOPY COVERAGE ALLOWANCE 10 -YR. CANOPY COVERAGE TOTAL AR 12 ACER RUBBUM'RED SUNSET' RED SUNSET RED MAPLE 1 1/2"- 1 3/4" CAL. B&B SINGLE LEADER 397 4764 ARS 45 AGER RUBBUM'RED SUNSET' RED SUNSET RED MAPLE 4" CAL, B&B SINGLE LEADER 907 40815 BSP 46 BUXUS SEMPRIVIRENS AMERICANBOXWOOD 4' HEIGHT B&B DENSE/FULL RSV 91 BUXUSSEMPRIVIRENS AMERICANBOXWOOD 3'HEIGHT B&B DENSE/FULL BTRG 172 BERBERIS THUNBERGII "ROSE GLOW" ROSE GLOW BARBERRY 24"SPREAD CONT. DENSE/FULL BXS 18 B UXUS SEMPRI VIRENS AMERICANBOXWOOD 6'HEIGHT B&B DENSE/FULL °C >M M CD 19 CEDR US DEODARA DEODAR CEDAR 6' HEIGHT B&B SINGLE LEADER H N CHV 29 CHIONANTHUS VIRGINIICUS FRINGE TREE 6' HEIGHT B&B SINGLE STEM ONLY 143 4147 CK 29 CORNUS KOUSA KOUSA DOGWOOD 6' HEIGHT B&B SINGLE STEM ONLY 128 3712 CL 172 CUPRESSOCYPARIS x LEYLANDII LEYLAND CYPRESS 10'- 12'HEIGHT B&B SINGLE LEADER 46 7912 HV 6 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 6' HEIGHT B&B SINGLE LEADER 113 678 HYQU 15 HYDRANGEA QUERCIFOLIA 'ALICE' ALICE OAKLEAF HYDRANGEA 24"HEIGHT CONT: DENSE/FULL W )-.4 IN 13 ILEX X 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY 6' HEIGHT B&B SINGLE LEADER 44 572 MSG 14 MALUS SARGENTII SARGENTS CRABAPPLE 6' HEIGHT B&B SINGLE STEMONLY 41 574 MSO 17 MAGNOLIA x SOULANGIANA "RUSTICA RUBRA„ RUSTIC RUBRA SAUCER MAGNOLIA 6' HEIGIfT B&B SINGLE STEM ONLY 145 2465 MV 6 MAGNOLIA STELLA T 'ROYAL STAR' SWEETBAY MAGNOLIA 6' HEIGIPT B&B SINGLE STEM ONLY 49 294 PY 33 PR UNUS x YEDOENSIS YOSHINO CHERRY 6'HEIGIIPT B&B SINGLESTEMONLY 99 3267 QC 8 QUERCUS COCCINEA "SPLENDENS" SPLENDENS SCARLET OAK 1112"- 1314 CAL. B&B SINGLE LEADER 370 2960 QCS 2 QUERCUS COCCINEA "SPLENDENS" SPLENDENS SCARLET OAK 8" -10" CAL. B&B SINGLE LEADER 1691 3382 QP 13 QUERCUCPHELLOS'HIGHTOWER' HIGHTOWERWILLOWOAK 1112"-1314 CAL B&B SINGLE LEADER 370 4810 QPAL 13 QUERCUS PALUSTRIS PIN OAK 1112"-1314 "' CAL. B&B SINGLE LEADER 370 4810 QPH 3 QUERCUCPHELLOS'HIGHTOWER' HIGHTO WER WILL 0 W OAK 4"-61'CAIL. B&B SINGLE LEADER 846 2538 RORE 18 RHODODENDRON C. "ROSEUMELEGANS" RHODRO E CATAWBA RHODODODODENDRORON 24 SPREAD CONT DENSE/FULL TT 28 TILIA TOMENTOSA 'PRINCETON" PRINCETON SILVER LINDEN 4" CAL. B&B SINGLE LEADER 631 17668 TOTAL 105368 PLANT REQ UI REMEN TS TREE CANOPY CAL CULA 77ONS: A. Gross Site Area: 718,740 S.F B. Open Space: 133,055 S.F. C. Remainder 585,685 S.F. * 0.10 = 58,569 S.F. D. 106,012 S.F. Canopy Coverage Proposed E. 111,000 S.F. Canopy Coverage Existing to Remain (111 Canopy Trees * 1000) F. 217,012 S.F. Canopy Coverage Total (37.050 SP SCOTT R. COLLINS2,' No. 35791 � ��SS�ONAL E��1 d o z rn N " O N Ui 0 _O Q � v w U C uta v> V Q Q W LU W LU 0 �1 z 0�W 0 M 0- -� oc co LU p °C >M M CL w Ln 00 U zgtMV z H N C LU dX' 0 LU Uj oC t~t� i �~�, Q) 2: 2: � M =ON � U 00 U ® HVad� W rn C W < U- N H z z z iD M 0 00 W )-.4 U U > a w > W a W 00 ~ �- 0 a di a.a Ui O Ice U Uj O � v Q C LU E CL w Ln 00 14 `t C 4Ui o z Q) 0 O > in DATE O �- U) 12.15.05 DRAWN BY A. GEORGE . DESIGNED BY . A. GEORGE CHECKED BY S. COLLINS SCALE 1"=10' c C 0 7D Q) vi v 0 co v X v v co .1 Q) U v ® D U 0 JOB NO. D 22816 D Uj O � v Q co v X v v co .1 Q) U v ® D U 0 JOB NO. D 22816 D al 0 s 0 N 6) E d Z O d O_ -P C5 m �D co Cu Oj d A7 -F' 0) 75 N 0) N y I CO Cu (U ci- 0 d- 0 5 3: I cv -4 $7 %I a O CL 0 o O O O O J -rte D D D D D D L D C7 n 0 C) V) a)c > 0 5 U D 0 U x Q) 7L- 5 E Q) 0 V) D -0 L: Q) 0 > 0 Q) Q- V) (D m ci- 110 CD 0 N CLJ 0 CtJ E d z 0 d J _0 -P C5 m I �,D .--i co (1J CU d a n� / / m 75 E 0 y I co N cu / d - CD rV E g 0 CU �i- I 0 0 Oj CU CD (') ^H1 W d 1� T 0 d J m 3 75 O_ -I C5 T �D OD Oj Cu d d. -h' Q) 3t 75 Q) 75 S N I CU N l O d' O L V) w Q) L X Q) v O 0 c� THREAD BY 3/8" INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC S X S X S TEE --� POP UP LAWN SPRINKLER HEAD 3/8" LD, HEAVY WALLED POLYETHYLENE TUBING 4 ZONELINE PIPE -� THREAD BY 3/8" INSERT ELBOW SINGLE STREAM ROTARY SPRINKLER HEAD WITH SWING PIPE AND FITTINGS VALUE BOX & COVER FINISHED GRADE PVC LATERAL LINE SEE SPECS. FOR DEPTH CONTINUOUS BRICK SUPPORTS PVC MALE ADAPTER (TYP.) GRAVEL (1 CU. FT.) 1" 1.5" PLASTIC VALVE (ELECTRIC) I I MULTIPLE STREAM ROTARY SPRINKLER 12" HIGH POP 3/8" I.D. HEAVY WALLED POLYETHYLENE TUBING THREAD BY 3/8" INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC SXS XSTEE ZONELINE PAPE THREAD BY 3/8" INSERT ELBOW MULTIPLE STREAM ROTARY SPRINKLER HEAD WITH SWING PIPE AND FITTINGS CONTROL WIRING WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS GLOBE/ANGLE REMOTE CONTROL VALVE WITH FLOW CONTROL MODEL NO. P-220-27-06 AS MANUFACTURED BY THE TORO CO. OR APPROVED EQUAL PVC MAIN LINE ----LENGTH AS REQUIRED _ PVC ELBOW PVC MAIN LINE LENGTH AS REQUIRED PVC TEE OR ELBOW (TYP.) PVC MAIN LINE (TYP) SEE SPECS, FIOR DEPTH NOTES: SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES. NOTE: ASSEMBLY TO BE FITTED ON SOLE SOURCE OF WATER FOR LAWN IRRIGATION SYSTEM EQUIPPED WITH POP-UP SPRINKLER HEADS AND AUTOMATICALLY CONTROLLED VALVES. 1 " COMPRESSED AIR BLOWOUT UNE SIZED GATE VALVE INSTALLED IN VALVE BOX GALV. IRON OR COPPER PIPING CONNECTION FROM CITY WATER Iff 6" MIN. D 8" MIN. EXAMPLE PVOvO POO 704OOv4PVO4OVP V V O P V PV V P P V O P V O V V 40 V PO V v 7 V V O V P 7 PP 1707VPC V VOV VV VVvc 7 V 7 V 0 v V P V V V p P V V V V V V O V V V 7 P V O V V V O V V O V P V V 7 V V P O P O V VP vOc 7V4v 7c7 vvPvv vvc P7vvovvvvPvvvvv000vv avvvavvvvvovvovvovv7vvavvvvvvvvcv Pvvvcv` vOV 77V7vr7 V7 v v O V v v P O v O V v v v O V P v v v v v PV P P v v V P O V O O v v v 7 v v OP P P PV PCP OV v PC Vv 040pp pc pp7O pOP VOp4P pP 040 OOP 40O pOv 04v 0v 0OPPv00 OO7OO pppv DO OP VOpcOp vavvvo c v ov7oovPvvvovovvvvvvgPvvPovvovvo4vvvoovvo7vovvvvv r v vvviceo PPvvovP v vvPv7vvvvv400Pvvvavvv vvPovvP4vvvvvvvvavvoc7vvvovvv vvvvovv vvvvvv- ovav7vv4oavvavvovvvoovvvvvvv Pv4vovoavPvvvP7vvovvP P4cvvo vPQPP4 v VV4v7v 4OVVOp V99OV0VO VOV 4vv O40OVPDOD pOOOP0V70OVPOCOP Pc9OP nn1, vvv 47c0174 OPO V 777 P tl OO O V OOP V 7 V V7 Y P P P OV P PO V V P P P VP 7 O v 7 V V O V C vvv ocVvvv 1G MIN. 4P9PC vPV OpV OV7Ov949OP 449OOp49V POOP OOOVVVOV YOPOv07p OPOOP POO Vp9vP PPP Yc pP 7p4 77 v v p 7 V V O V V V P V V V O P V V P V O V O V O V O V P V O V P P V V P V V P P 70 P c v OVP 777V P OVVcO vvv OPOvvV 70V vvv vOOV VPDO40v0VPVVVOVVv4v VOVPVVvv V70c Ovv Pv4 OPPOPO O vPOCV OYtivP vOV4OO7O4OPtivovvovvvvvvvvvvvo Pvvv PPOpPVOVOV07cvv 0V7vvvv OO9 OvcpO 004 pPV VOp97444P OOP V409O0 POOP ppV pp09v 0P VOPPP V49p V -P 04OOec Oppp 4P` 0c 7 vvvv VV v v P v v P V 7 v v P P O v 0 v V P 0 v v v 4 v V v v v v O P V P v v V P p V v O v 0 v c 70 V vvv vvv v V V vPPVP vvv vvovvv4o7vvovvvvvPvovoo PPvvvvvvavvv4oPvvovvvcv7ovvPco vv000vP I GOP PPP4 O40PpPV PTOV VPOP 44II PPO VOPPOPOVPPOV PPO90PPPV PCPV7v 777 7VVP7Vv vvvVPv vvv vvv vvovvv 7ovv vvvv vvv vvvvvvvvv vovovvvoovtivvPcvvP7ovcvv vooPvv` Povvvvoo vovvPvvpv7vvovvvPvovovvvvovvvavvvvvvoovvoo Pvvvv7 cPv vvvvovv v4v Pvo PooPPPPvv v7vvvvvvvPo vvPvovoovvvv vvvvv400avcvvvvv7cvov ov ov4v� LINE SIZED GA INSTALLED IN V/ I HIGH POP 12" SPRINKLER HEAD 3/8" I.D. HEAVY WALLED POLYETHYLENE TUBING THREAD BY 3/8" INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC S X S X S TEE ZONELINE PIPE THREAD BY 3/8" INSERT ELBOW 12" HIGH POP-UP SPRAY SPRINKLER WITH SWING PIPE AND FITTINGS LINE SIZED ISOLATION VALVE DETAIL I INSTALL HERE A WILKINS REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER MODEL 2" 975XL OR APPROVED EQUAL 18' MIN. CONCRETE SUPPORTS & ANCHORS /- 1.0 CUBIC FEET EACH REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (Typical Assembly) FLOW —= POP UP LAWN SPRINKLER HEAD THREAD BY 3/8" INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC S X S X S TEE --� ZONELINE PIPE - THREAD BY 3/8" INSERT ELBOW 3/8" I.D. HEAVY WALLED I POLYETHYLENE TUBING I 4" POP-UP SPRAY SPRINKLER WITH SWING PIPE AND FITTINGS 27 2 Mi OTORO CUSTOM COMMAND IRRIGATION CONTROLLER MODEL NO. GCM -XX AND CC -PED SEE PLAN FOR NUMBER OF STATIONS Q SLOPE TO DRAIN O CONCRETE FOOTING O FINISHED GRADE O1/2" CONDUIT FOR GROUND WIRE O1/2" CONDUIT FOR ELECTRICAL POWER CONDUCTORS PER LOCAL AND NATIONAL CODES O2" CONDUIT FOR REMOTE CONTROL VALVES AND SENSOR WIRES FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION (METAL) EXTERIOR PEDESTAL -MOUNT CONTROLLER TORO CUSTOM COMMAND SCALE: NOT TO SCALE Custom -Command ext -ped SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH PLAN VIEW 3 WIRE W/O CONDUIT RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24" LOOP IN AND BESIDE MANLINE. PLAST!C PIPING OT ALL WIRING AT CHANGES TAPE AND BUNDLE AT dc SNAKED IN OF DIRECTION OF 30' 10' INTERVALS. TRENCH AS SHOWN. OR GREATER, UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 2, DO NOT SCALE DRAWINGS. 3, SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 4, FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS, 5, PIPE AND WIRE TRENCHING STANDARD TRENCHES ' .... ,a a -- PAVING DITCH SLEEVES PVC CAP (TYPICAL) PAVING /f 24" MINIMUM O PVC CAP (TYPICAL) L EXCAVATE TRENCH TO COMPENSATE FOR SHOT ROCK BACKFILL ONSITE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. ALL PVC IRRIGATION SLEEVES TO BE SCH40 PIPE. 4. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 5. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24" MINIMUM ABOVE FINISH GRADE. 6. EXCAVATE TRENCH TO COMPENSATE FOR SHOT ROCK BACKFILL ONSITE 7. MECHANICALLY TAMP TO 95% PROCTOR. SLEEVING SLEEVES UNDER HARDSCAPES VALVE BOX & COVER FINISHED GRADE TORO QUICK COUPLING VALVE, MODEIL NO. 473-00 474-00, 474E-01, 474-03, 475-00, 4751-01,476-00 476-01, 474E-21, 474-04, 474-24, 474'-44 OR 476-04 SEE SPECS, CONTINUOUS BRICK SUPPORTS GRAVEL (1 CU. FT.) MANUFACTURED SWING PVC MAIN LINE SEE SPECS. FOR DEF NOTES & LEGENDS HEADS -SINGLE STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 4" POP-UP STROKE ® - 12" HIGH POP MIST SPRINKLER HEAD WITH FIXED SPRAY NOZZLE. 0 - 4" HIGH POP MIST SPRINKLER HEAD WITH FIXED SPRAY NOZZLE. �s - MULTI -STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 4" POP-UP STROKE. - MULTI -STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 12" POP-UP STROKE, - BRASS QUICK COUPLING VALVE INSTALLED IN 10" VALVE BOX - LINE SIZED ISOLATION VALVE INSTALLED IN 10" VALVE BOX PIPE - DENOTES ROUTE OF PR 200 PVC LATERAL PIPING. LATERAL PIPE SIZING SCHEDULE ZERO TO FIFTEEN GPM ACCUMULATED FLOW USE 1 " PR 200 PVC PIPE GREATER THAN FIFTEEN UP TO THIRTY-FIVE GPM USE 1.5" PR 200 PVC PIPE GREATER THAN THAN THIRTY FIVE UP TO FIFTY GPM USE 2" PR 200 PVC PIPE — — - DENOTES ROUTE OF PR 200 MAIN LINE PIPING, VALVES LOCATION OF ELECTRIC 24 V.A. C. REMOTE CONTROL VALVE �%l WITH FLOW CONTROL FEATURE AS MANUFACTURED BY: TORO MODEL# (P-220-27-06) OR APPROVED EQUAL CONTROLLER O-LOCATION OF THE IRRIGATION CONTROLLER, THE CONTROLLER SHALL BEA (48) STATION WITH MUTIPLE PROGRAMS @)� THE CONTROLLER SHALL BEA PEDESTAL MOUNT STYLE. MODEL NUMBER TCC48M . AS MANUFACTURED BY TORO OR APPROVED EQUAL. THE APPROXIMATE LOCATION IS SHOWN ON THE PLAN. - ALL ELECTRICAL CONNECTIONS AND INSTALLATIONS SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS, - ALL 120 VAC WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE ELECTRICAL CODE REQUIREMENTS. NOTE: THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING A 120 VAC POWER CIRCUIT AT THE CONTROLLER LOCATION. THE POWER SOURCE SHALL BE CAPABLE OF SUPPORTING A 10 AMPERE LOAD AT 120 VAC. BACKFLOW PREVENTION - DENOTES THE LOCATION OF REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WHICH SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. THE BACKFLOW SHALL BE 2" IN SIZE. THE BACKFLOW SHALL BE MANUFACTURED BY: (WILKINS) MODEL# (975XL ) OR APPROVED EQUAL WATER SUPPLY - DENOTES THE LOCATION OF THE PROPOSED IRRIGATION METER, THE METER SHALT- BE THE OWNER'S RESPONSIBILITY, THE METER SHALL BE 1-112"IN SIZE. - THE IRRIGATION SYSTEMS SHALL BE CAPABLE OF DELIVERING 55 GPM AT 70 PSI MAXIMUM WITH ONE STATION OPERATING WITH 40 PSI AT THE BASE OF THE HEAD FOR OPTIMUM PERFORMANCE OF THE IRRIGATION SYSTEM AS DESIGNED AND SPECIFIED. - DENOTES THE LOCATION OF IRRIGATION BOOSTER PUMP POWER TO PbklP SHALL BE THE OWNER'S RESPONSIBILITY SLEEVING - DENOTES LOCATION OF PVC SLEEVES FOR IRRIGATION PIPING, - WHERE WIRE RUNS OCCUR, A SEPARATE PVC ELECTRICAL CONDUIT SLEEVE SHALL BE USED FOR 24 VAC WIRING PER ELECTRICAL CODE, OWNER IS RESPOVSIBLE FOR ALL SLEEVING UNDER UNITS OWNER TO PROVIDE LOCATIONS OF ALL SLEEVING UNDER UNITS CONTRACTOR RESPONSIBLE FOR INSTALLING CARRIER PIPE THROUGH SLEEVING UNDER EACH UNIT NOTE: THE IRRIGATION SYSTEM IS DISPLAYED SCHEMATIC IN NATURE, THE IRRIGATION CONTRACTOR MAYBE REQUIRED TO MAKE MINOR ADJUSTMENTS IN THE FIELD. THESE MINOR ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER BUT SHALL BE MADE ONLY AFTER NOTIFICATION IS MADE TO THE OWNER OR HIS REPRESENTATIVE. - THIS DESIGN IS BASED ON THE SITE INFORMATION ANDIOR DRAWINGS SUPPLIED BY THE CLIENT OF RECORD WITH DESIGN CRITERIA BEING SET BY THE CLIENT AND/QR PROJECT OWNER (I, E. AREA TO BE IRRIGATED, MANUFACTURERS EQUIPMENT TO BE EMPLOYED, WATER SOURCE SUITABILITY, ELECTRICAL POWER AVAILABILITY FOR IRRIGATION SYSTEM USE, ETC.). )R ELBOW (TYP.) I SECTION/ELEVATION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2, DO NOT SCALE DRAWINGS, 3. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES. VALVES:400 SERIES AS MANUFACTURED BY THE TORO CO. OR APPROVED EQUAL 3/4", 1" 8c 1-1/2" QUICK COUPLING VALVE, SWING JOINT, IN VALVE BOX 0 O o WIRES TO 0 CONTROLLER 0 0 WALL NOTE: MOUNT'MREILESS RAIN-CLIK ON ANY SURFACE WERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. —ONO 'L WIRELESS RAIN-CLIK �NO SCALE INSTALLATION DETAIL 0<. TH 0 O SCOTT R. COLLINS'Z, > No. 35791 � rorraL E� U O 0 Uu > LU U z 0 Ln > 0 o C z rn N" cm0 W (a c LU nQ o00 r -i ko O cr_l > > O Uj w E J DATE N 4w w I=- v > �; V DRAWN BY T. EDWARDS DESIGNED BY Q T EDWARDS CHECKED BY T, EDWARDS �W SCALE 1"=40' Q Q W_ M Z -+ce CL co 0 aOUN i.. Q U C7 W d: _ �CUj� pe X V p H 11-- Z Z (n F- 0 oaV)U_ 4 z z t Vf � 7- LU =v(n,w w UGOO — �- LU Ln �i o Z LL N H Z Z z U W OOH Ilii > ccoo FW-- M >W U -j a Uj o. w= W •� cr> o ce U O 0 Uu > LU U z 0 Ln > 0 Q 0 cti I CD CD �i CD 4 W C5 z 0 J 75 0 C5 m co CU CU r d n� m i n� 0) 75 y I co CU cu �r- CD �r i 0 L D _0o Q)r", COO a� cn o o c s O co cr Z O o U �ftl L o� 0 o (D z �X O �� W0 o W of J � o O Q W O H m F-� o � c <T c o O U E� W Ln w 0 0 O CD W J In 0 J z 7 LU 4- 0 T � Q u� (All G) U O y L 0 0 > O •� U :3 o U -r N � E o c co o � E U .- O co _� � U v •� o� U O O > � N (� O � O 228Y 6 ° SHEET NO, cz °- 28 OF 28 °' Q n> > C W LU nQ o00 r -i ko O ko ri CLn > DATE N 4w 12..15.05 DRAWN BY T. EDWARDS DESIGNED BY T EDWARDS CHECKED BY T, EDWARDS SCALE 1"=40' Q 0 cti I CD CD �i CD 4 W C5 z 0 J 75 0 C5 m co CU CU r d n� m i n� 0) 75 y I co CU cu �r- CD �r i 0 L D _0o Q)r", COO a� cn o o c s O co cr Z O o U �ftl L o� 0 o (D z �X O �� W0 o W of J � o O Q W O H m F-� o � c <T c o O U E� W Ln w 0 0 O CD W J In 0 J z 7 LU 4- 0 T � Q u� (All G) U O y L 0 0 > O •� U :3 o U -r N � E o c co o � E U .- O co _� � U v •� o� U O O > � N (� O � O 228Y 6 ° SHEET NO, cz °- 28 OF 28 °' Q n> >