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HomeMy WebLinkAboutSDP199700096 Plan - Approved 1997-08-28, _ � .. .- . I � � , r LAN a FIl�A� SITE P - . - e,^ . � , e. . . .. � �f.., .�.--. . .. . . �� . .. . , •s • .. . . . ...._.. . � .. . � ` .. � . z ' � ' : ,� _+�y. -_ _ __ ` '+� �s O V O , . , O g � �WNER/DEVELOPER: COLONNADE ASSOCIATES ,� .�, .��I - LIMITED PARTNERSHIP � , � ■ �-�►-. � .��.�.:.�.�. " ' THE COX COMPANY � November 11, 1996 , Planners • Landscape Architects � F . Civil[nginecrs•Urban Designers � Revised: March 11, 1997 , . � VICINITY MAP ��Gj� (�j•2�p •� � '�'.� ; � =-r � � , -;� ;�;�-��, � �t-�- ����� -� ��n r�cumct�T � �2���, -, � !' I .__ ,-� ,, ti� ,;: \-. ° ' �,� : , ,� � �.�'C��� �.�( i�6`,94 ���-e °���/ ,_;.,. � �.�� , � ) �,;�• ,r•�`�,� ;�``\�\ - '-J� ` ���.'�.�?. �l i/+,�Z-�`.�i�, ,,'l;�.��`1I i �� � �`� __ / ` . .� ���, ��I,;'�r��", � �;�., J1"„� ;1 1� ,���� �i //�; i>;�'�i-�!�•: � :u �\\ � 'ii�.%^ -�'rll\ i'� �'\��-�����.y�ri�/ �•���.`���� \` 0�/ �/�.. ���. •�') )� �JL��/�w °� �`:��,���:;� `��'� :i� � •" •'" �� ����``�,,,��"��`";�i�---- i�,`\��l .����yl C\\ / ;;�"_.� �_��,�;� ,;�, �-:�� .->; ��,��:.� -�.,� ��_. 5ITE PLAN NOTES , ;f � ;, ,, , (,: ,� Z!'.��� 1��r_,�( 9� R�_/ U%rl\ '�c'�'"�f r `., _ _.�� �!'`�'.:,r Unry T�vit"J \�o� �_ � i .� � 4.., . O � /�� �"�j F o �f' / (., s �t ,��'�rCem�//�, �s y� �,,Lt �Hall { � , � . Skyline Court on Lewis Mountain •• .-... • r/',1 �� � i�J� . -��_� %�o���t � � ,����i'���n � /�r ,� � r-�� %�� , '�-s�n� ��� � , �1! ~��,� ��'^�'L (�/�/��^'` ew����"��� ���� \��\BM .�6ael'`�\et��/ 1. Owner: • • � j I )��.I� / � Mtr�� �� i � w , . . . '�_�/$el a' I � �(�„il�,(��!i� )� �'� ' ��;'�," �._._ � ��!a�� ��,i,�o Keith O. Woodard - . . � ��, ��Ii� �.i I�o�i�� .���\�p/�-���;.i •�.���i '_�>';i� ` . � � � l ! ' '��' 304 Fourteenth Street, NW 14. Parking Schedule: , •'�'nr (f"����/ � I��II�%�/�- �� j� �,'�� �_ �- ��. ,� P �eti .,,, /;� , .''" ' � -� o��'``�� �` °' �' -�' .' � �'; %.�'�'�� '�,(� Required: 1.5 regular spaces per 1 Bdrm. Unit x 64 Units = 96 spaces ,`� �?�. ,����;i �; ;;;% ���P �, l �' -.� �:-���` �( : � 6 _ �-• a� C h a r l o t t e s v i l l e V A 2 2 9 0 3-2 7 6 1 2.0 regular spaces per 2 Bdrm. Unit x Units - 12 spaces 8*r� t� �� � I. ) ���l �\ . �, � � �1•• 0 . • . �� ��y ��"�� ' ��J� f ,f �- � i' 29 � `�«=' \�� 1 rr+o so�v / � ,� � � , '} � ` �J o i ���,���, ' �'��.��.`���;'� , ,� ,� �i 2. Developer: � � �-`� �r-��'�' ������' ��y. � ='' , _vNry or•i •�N���{:M�����;'! Lewis Mountain Apartments Limited Partnership TOTAL Re�u11r Spaces; 108 spaces ,� _ , . _ ���` � i /�� -.��' � _ - :11c�m't%�;� %/, ♦ ;>• �� �•,N.� 304 14th St. NW 1�� p O < �r�C� ��_, � '`, , /� � .I `����� ,� r^° �����0���,.ivj/�,< r�-I��� 7� �i i d O�F �i'Hos p:! y \ �� � � y- �, Charlottesville, Virginia 22903 Handica p S paces: 5 �>�. ` t�1e`ferson�� `�'� � a� 6��`, � � `i�'s . �� �_ � --- ';-��� ����,'l.//'`�:��o011���� , /��,;�.. ����vi�'� ;$,e$j;,��a� intenor and 2 exten /%i((;� � ? \'���' % � " •�' i � ,c�� (3 or) �� eo m����� �� � _ : ��j�i� � � i.�,�� 3. Property Identification: Tax Map 60, Parce140C8, DB 1563, PG 46, �� �., ��. �a � �l 1'� ��� % ��.�,� � !i t ,t ,. � I � �_. ( �. �-- at� � l �� ��Ob�,r,�atory�y-���.= ��/,/' 's�uu��°c�-.� o; ',����' - Provided: 108 spaces (5.7 deck, 51 exteriorl. � , „ ,//,�e���,/// ��tfP /r'. Qstad 4��np (���/,j�, � � DB 1075, PG 259 Plat, Lot SC University Heights. �/n�!: 'I����"�-�,!' �--':P�°�p'"� -� �-=�' %'�/' ,� <<;/ , i � 15. This site is not located in a reservoir watershed. �� � (.%� �� _J _ I�;; � %- ; , � • � 4. Zoning: R-15, Airpport Impact Area Overlay District • Seale: 1"= 2000' �1 16. Proposed impervious cover: 1.28 acres (55,636 s�. � � 5. Planned Land Use: Residential Apartments and Office " , rORTH 1�]. Site to be landscaped in accordance with Counry standards. 6. Tract Size: 4.958 acres � , 18. Paved parking and circulation areas: 0.66 acres (28932 s�. 7. Jack Jouett Magisterial District, Albemarle County, Virginia 19. Proposed recreation area: 0.28 acres (12232 s.f.- Proposed). - 8. Boundary, Acreage and Topographic information based on a survey pre- County required Recreation Area: 4.958 acres x 0.05 = 10,799 s.f. - pared by Kirk Hughes and Associates, dated June 4, 1989. � .. 20. Outdoor lighting will be provided and directed towards the interior of SHEET INDEX SIGNATURE PAl�IELS �. Bench Mark (USGS) the site and away from adjacent properties and roadways. . . Character of Mark: Standard Disk Designation: ' Y 345 Reset 1959 21. Trash receptacles and recycling will be interior: Elevation: 550.47 C0.00 1 of 21 Cover Sheet . . Detailed Description: 22. Lighting spillover onto public roads and properties zoned as residential C1.00 2 of 21 General Site Notes ` "'2 � � � 1.0 mile west along U.S. Highway 250 from the junction of U.S. High- or rural areas shall not exceed one-half foot candle. C 1.10 3 of 21 Topographic Survey Department of Planning way 29 at the northwest edge of Charlottesville, 23 feet southwest of the C2.00 4 of 21 Demolition Plan edge of pavement of U.S. Highway 250, 24 feet southeast of the center 23. The Albemarle County Board of Supervisors, at its September 4, 1996 of a gravel road leading sonthwest to the Commonwealth Motor Court, meeting granted a) Waiver of Critical Slopes Requirements, and b) C3.00 5 of 21 Site Plan �. � ��'g � � 155 feet northeast of the northeast corner of brick restaurant and gift Waiver of Access Aisle Grades, not to exceed 12%. ; C4.00 6 of 21 Layout Plan Dep�u-tment of Engineering shop. 1.0 foot southwest of a brick wall, 35 feet southeast of a culvert C5.00 7 of 21 Utility Profiles . - ` under U.S. Highway 250, 110 feet southeast of the south rail of the C & � C5.10 8 of 21 Utility Profiles �-_�_9 7 O RR Tracks, 14 feet northeast of a manhole on gas line, 5 feet northeast C5.20 9 of 21 Utility Profiles of A.C. &G.S. Witness sign, and set in the top of a concrete post. Department of Zoning � C6.00 10 of 21 Site Details 10. Proposezl Use: C6.10 11 of 21 Site Details • Residential Apartments: 70 Total C6.20 12 of 21 Site Details � `�z���7 64-1 bedroom units and 6-2 bedroom units - - -- ----_ C7.00 13 of 21 Drainage Divides A1 ema e Cou ty Service Authority - (54,960 s� = 1.26 acres _ !/ C7.10 14 of 21 Stormwater Calcs. � � /�/n 11. Gross Residential Density: 14.1 dwelling units/acre ' C8.00 15 of 21 Pliase 1 E& S Plan � /� � p � � C8.00A 16 of 21 E & S Plan Virginia Department of Health 12. Open Space: 3.67 acres . ,�'i C8.10 17 of 21 E & S Details � ,� C8.20 18 of 21 E & S Narrative /l�� 13. Rounded Building Height is 46.00'. � �I C8.30 19 of 21 E & S Key Virgi ia Depar�ent of Transpor atio 737.63' (Mean roof Hgt. between eaves and ridge of gable.) �'� L 1.0 0 2 0 o f 2 1 L a n d s c a p e P l a n ��3..��5�? -692.00� (Av g. elev. of ground surface at front of bld g.) • ; L 2.0 0 2 1 o f 2 1 L a n d s c a p e D e t a i l s � Z�_ R� �/�� 4 5.6 3 ���� • ,�K. �f �A'�' O,J!� I � , B u i l d i ng/F i r e O f fi c i a l , , ���` 7.ta .��r a.�� � � r� ro b', 61 x ,��� j �� �' � � b�' . ' � � vo . ICl�c=�' ¢: �� �. a I ,� � � � ��i r. , oa .., ora ,y� � ' � Nb. ,�g� ,,. n �' � Tll� �' I, � � �' . . � _ . �''"°w�x��'�'� ,1'� . ' � '�l . . � � N ; ' ° � I ' � • , I v�a i � � '� -�' � � Sheet C0.00 1 of 2t - � ' . � . . , FINAL SITE PLAN NOTES ��-���,, �� �� ' ABBREVIATIONS FIN FINIS�tED PVI POINT O� VER�IGAL �N7ER5EGTlON 1. The abbreviation VDOT made hereafter- refe�s to the 15_ Work shall be sub�ect to inspection by Albemarle Gounty �--��- A Af��A OR A1�G FL FLOOR PVMT PAVEMENT Virginia Department of rransportation. The te�m Gounty 5ervice Authority inspectors. The contractor will be ' AG AG�E FP FLOOD PLAIN PVT POINT OF VERTIGAL TANGENT �efers to the Govnty of Albemarle, Virginia. responsible for- notifying the prope� service authority Tl-fE GOX GOMPANY ; AD AREA DRAIN FT �"EET Pd-P PLAN AND PROFILE officials at the start of the work P��,-5 • Glvll Englxers '; AGG� AGGf2EGATE FW FAGE OF WALL [.�dsc�e Arch�tects APPROX APPROXIMAT� Q AMOUNT OF WAT�(� RUNOFF 2 Prior to commencement of any const�uction within any 16_ The location of all existing utilities across the line of the ' 220 East H h Street existing public right of way, including connection to any proposed work are not necessarily shown on the plans, and cn�iott�5��� �� �,�s ASPtt ASP�tALT G GAS exrsting road, a permit foc said construction shall be where shown, are only approximately correct. The contractor 229o2• C804�2'l✓ 7131 � GFA GROSS FLOOR AREA � RADIUS obtained From VDOT. � shall on his own initiative locate all underground lines and � BB BOTTOM OF LINE GRD GROUND RGP I��IN�ORGED GONG�E'fE PIPE st�uctu�es as necessary fo� construction � BG BOTTOM O�' GU�B GR GUARD RAIL �D ROAD 3. All paving and dra�nage re/ated mate�ials and � BD BOTTOM OF DITG�t RET RETAINING construction methods sha�l �onform to current specifications 17. All materia/s and construction shall comply with gener-al ; B� BASEM�NT FLOOR HG �tANDIGAP REV REVISION and standards oF VDOT unless otherwise noted. wate� and sewer construction specifications as adopted by ; BI1�UM BITUMINOUS �tGL �tYD�AULIG G�ADE L1N� I�OW f�IGf�T OF WAY Albemarle Gounty and the applicable service authorities. ' BLDG BUILDING �tORIZ t10RIZONTAL (�(� f�AILROAD � 4. Erosion and sNtation control measures shall be pr-ovided BM BENGt� MARK t1P �tIGt1 F'OINT RTE �OUTE in accordance with the approved erosion control p/an and 18. Datum for alI e%vations shown in National Geodetic i BOV BLOW OFf VALVE �tR r-fAND f�AIL shall be installed prior to �ny c%arrng, grading or other Survey. z i, BSL BUILDING SETBAGK LINE �tGT FtEIGt�T 5 SOUT�t construction. _ ' BW BOTTOM OF WALL 5S SANITARY 5�W�12 19. The contracto� shall be responsible for notifying %liss � i 5. All s/opes a�d distu�bed areas a�e to be fe�ti7ized, Utility" C1-800-552-7001� before starting any wor-k. ! RAINFALL INTENSITY SAN SANITAf�Y � � seeded and/or mu/ched. Maximum allowable fill or cut slope G GOEFFIGIENT OF RUNOFF ID INSIDE DIAMETER SBL SOUTt1 BOUND LAN� 20. All water and sewer i es shall have a minimum of 3 feet ii is 2�1. Where reasonably obtainable. lesser slopes of 4�1 PP ; GB GATGt�i BASIN/GttOf�D BEA(�ING IN INGFi SD SUBDIViSIOf� or better are to be achieved. of cover measured from the top of the piPe. over the Z , GG GENT�f� TO G�NTER INV INVEI�T SEGT SEGTION centerline of the pipe. This includes all fir-e hydrant I, GFS GU81G �EET PE� SEGOND IP If�ON PIPE SEW SEWER G. All dr-ainage inlets shall have a 2-inch local depression. lines, service /aterals and wate�lines, etc. � GG GUf�B AND GU7TER IP� I�ON PIPE FOUND SP SIT� PLAN ' G�tD G�tORD IPS IRON PIPE SET SPEG SPEGIFIGATION 7. Paved o� rip rap lined ditch may be reauired when in the 21. Twenty C20� foot wide easements, centered on the O ! GI GAST II�ON STA STATION opinion of the Di�ector of �ngineering, o� his designee, it p�peline and appurtenances shall be dedicated to the , G.I_ GURB INLET JB JUNGTION BOX STD STANDARD is deemed necessary in order to stabiYize a dra�nage Albemarle Gounty Service Authority. Fxcept where the line � '' GIP GAST IRON PIPE STM STORM channel. is in a public road right-of-way or an access easement. iR GJ GONSTRIJGTION JOINT K ON� TFIOUSAND CKI�.O� SW SIDEWALK which case the access easement shall also be dedicated as a 8. All traffic control si ns shall confo�m with the Vir inia utility easement. � � GL GFNTERLIN� 9 9 Manual fo� Uniform Traffic Gontrol Devices. per latest U GLKG GAULKING L L�NGT�t 7 TANGENT edition. . 22, Thr-ee �3� foot minimum sepa�atiQn reauired 6etween � GMP GORRUGATED METAL PlPE LAT LATERAL TB TE57 BOf�E waterline and stor-m sewe� culverts or �" separation when GONG GONGR�TE LL LOWEf� L�VEf� TG TOP OF GURB 9. All excavation for unde� round i e installation must water line is insUlated. Use i�' thick therma-cell p�pe � � GO GLEAN-OUT LP LOW POINT TD TOP O� DITGFt comp/y with 05/-tA 5tandards �or the Gonstruction lndustry �29 insulation in 3" x 4' sheets as manufactured by Nomaca, lnc. 1 . I � GONN GONNEGTION LS LOADING SPAGE T�L� 7EL�P�tONE GFR Pa�t 192G� Or eaual approved by AGSA. L1J � GONT GONTINUOUS\GONTINUATlON LGT LIG�tT 70B TOP OF BANK lnsulation to extend 5' beyond centerline of culvert in both � Q GP GLAY PIPE �P TES� PIT 10. No construction shall commence until the owner/developer directions or 5' beyond ends of culve�t when paralle% 0 , GT GOURT MAX MAXIMUM TW TOP OF WALL has secured all necessary p/at and p/an approv�ls. on- and z � _ GTf� G�NTE� MEG�t MEGFtANIGAL off-site easement approvals, construction pe�mits and 23_ All water- and sewer appurtenances are to be located � J � de ve% men t av tho�iz a tions from the Goun t 5 ta te and o the� ou tside of roadside ditches_ MET METAL UD UNDER DRAIN P y� � Q D D�PT�t MEMB MEMB�ANE UG UNDE�GROUND autho�ities operating in the pr-o�ect area, and has posted � � all necessary bonds fo� �eavired improvements. 24. Gertification that 95� comp�ction is obtamed shall be � DA Df�AINAGE AREA M_t1. MAN�tOLE tJGW UNDERGROUND WIRE provided for- all fill areas under water- and sewe� lines and w � DB DEED BOOK MI MILE UL UPPE� LEVEL a urtenances. This certification shall be si ned b a 11. AlI improvements shall be coor-dinated PP 9 Y DBL , DOUBLE MIN MINIMUM Ufi UTILITY POLE with any associated ongoing site improvements. Professional Fngineer. The certifrcation shall state the � � .. DEPT DEPARTMENT MISG MISGELLANEOUS exact area that the certification applies to_ �1/ (� � D.l. Df�OP INLET MON MONUMENT V VELOG�7Y 12_ No site imP�ovements sha// commence LL � � DIA DIAMETE� MS MEDIAN STRIP VA VIRGINIA �ntil Owner provided survey control has been established. . 25. Valves on dead end lines shall be r-odded to �vrovide � h� DIM DIMENSION MSL MEAN SEA LEVEL VGP VITRifIED GLAY PIPE adec�uate �estr-aint for the valve du�ing a future extension Q z .__�/ '� DIP DUGTILE lRON PIPE MTL METAL VDOT VA DEPT. OF TRANSPOI�TAT�ON 13. A preconstruction conference of the line. O � � ' D.M.N. Df�OP MAN�tOLE shall be conducted p�ior to site improvements in order to Q ' D� Df�IV� N NORTf-f W WEST coordrnate the pro�ect. U � U DT� DETAIL NBL NORTFt BOl�1�D LAN� W/ W��� 14. lt shall be the Owners responsibility to ensure that � �- DWG DRAWING N/F NOW OR �Of�ME(�LY W/O WIT�tOUT subseauent bldg siting and grading fvlly meets the � �J W DW Df�IVEWAY NFA NET FLOOI� AR�A WBL W�ST BOUND LANE design intent of the approved VDOT road plans as well as the � N_I.G. NOT IN GONTRAG�F W.L_ WATE� LINE utility and drainage plans sub�ec t to design reQui�ements of � � � `� � EAST NO. NUMBER WM WAT�R METE(� other construction. Q Q �A EAG�t N_T_S. NOT TO SGALE WS WATER SURFAGE - � Ed-SG EROSION AND SEDIMENT GONTROL WT WEIG�tT � ' EBL �AST BOUND LAN� OG ON GENTER WV WATER VALVE � EG EDGE O� GUTTER PAN OD OUTSIDE DIAMETER cour�rY oF ALBEMART.F � � W DEPAR.TMENT OF aTGIN�iING GENEItAL CONSTRUCTION NOTES FOR SITE PLI�NS � U � , EJ EXPANSION JOINT OI� OVERI-tEAD YI YA�D INLET . Revised_ Ma�ch 1, 1992 � � EL�G ELEGTRIG O�tW OVEf�F1EAD WII�E Y1� YEAR G�NERIIL W11T�R � s�wLR corr�z�rlorrs � ^ � � ELEV ELEVATION i. Prior to commencement of any construction withi.n any existing �,/ J publ.ic right-of-way, including connection tn an.y existing ' EP �DG� OF PAVEMENT P PERIMETE� NOTE� ABB�EVIATION L15T IS FOR road a permit for. said construction shall be obtained from EQ EQUAL PG POINT OF GURVATURE GONTf�AGTORS GONVENIENGE ONLY AND a.. S40R2C�SIf11LL 13E �u�Jr�cx lo xrr���ci�zorr I3Y ALL'L•'M11I2L� co�N2�Y s�rtvzc� the Vir inia De a : nur.•rcoiiz�rY TNSPL•'C�roizs. 1tiL CONTIZIICTOR sazz�r �3r•_ r.r•.SPONSTI3L� r•oii . 9 p rt�ent ot Transportatinn (hereafter Job No. ES �ND SEGTION PGG POINT OF GOMPOUND GURVE MAY NOT BE GOM��'LET�_ RE�Ei� ANY Nox2I'YING rrt� PROP�R SERVTCL ��zrtoitxr� or•rlcznLs ��� �rrt� s�'ART abbreviated v.�.o.T. ) . 96-30 ESMT EASEMENT PG PAGE QUESTIONABLE ABB(�EVIATIONS TO TNE or TII� woRx. 2. A11 paving and drainage related ma.terials. and construction EW �ND WALL PGL POINT OF Gf�AD� LINE ENG{�NEER BE�ORE PI�OG�EDING W1TI1 z: t���� LOCIITION or �xzs�'ING UTILZTI�S nct�oss TII� LIN� or �'��� methods shall conform� to current specifications and. standar.ds TH OF Ex EXISTING �'� POINT �� INTERSEGTION TH� WO�K_ PI:OPO:iLD WORIC 11R� NOT N�C�SSARILY SIIOWN ON TIIT' PLf1NS I�ND WII�R� OF V.D.O.T. llT11..eSS otherwise noted.. �f PL PROPER7Y LINE srtowrr, 71R� ONLY APPROXIMA`1'�LY COI'�I:LCT. TIIIi CONTI211C`�OR SIIALL ON FAR FLOOP AR�A f�ATlO PRELIM PRELIMINAf�Y iils oFarr rrrl�rz��1�1vL Locn2�L nLL UND�PGROUND LIN�S �rr� s2�izUc2�ii�s 3 . Erosion and siltata..on control measures shal.l. be rovi.ded in. �" f'� ns rrLc�:ss��RY. P FG FAGE OF GURB PPOP PROPOSED accordance with the approved erosion con�ro3.. plan and sha].1 3. ALL MI�TL•'12IALS 11DiD CONSTI2UCTION SIInLL COMPLY WITII G�NLRI�L WAT�I2 be installed prio� to any clearing, gxading Or Other U FRANK D. , J �F FIRST FLOOR PT POINT OF TANGENGY �rr� s�wr�R corrs�rriuc�zorr sPLcrrzcn��zorrs ns 11DOI'Ti.D IIx TIIL COI1St.rLlCtlOTI. � CERTIFIC E N0. � FG F�NISf�tED Gf�ADE P.V.G. POINT OF VERTIGAL GUf�VE nLB�M�RLL covrriY s�iivzc� �ui�uoizz�Y ocr J71N. 20, a.�a�, �Lrr��D o 77 9 �,w i Ft1 �If�E I-tYD�ANT PVG POLYVINY�. Gf-1LOf�IDE J"''Y 1, 1�II�. 4�. All slopes and distur.bed areas are to be fertilized, seeded �'.�c,s � ' { a . �r2vra r•oR nLL �L�v�Tzorrs srtowrr Trr rr�TxorrnL G�OD�TIC suRVLY. and mulched. Maximum allowable fill or cut slope is 2: 1. SIDNA 1 Where reasonably obtainable lesser slopes of. 4: 1 or. better 5. T[I� CON'PP�IICTOR SIIIILL B� R�SPONSII3L� I'OP. NO`l'IrYING "MTSs � are t0 be achieved. UTILITY" (1-II00-552-7001) . . Date= �. nLz� w�T�rz nrrD sLw�R PIP�S sx�zL II11V� I� MINIriuM or 3 r��. or 5 . All drainage inlets shal.l have a 2-inch local depression. 11.11 .96 COV�R M�71SUR�D I•'ROM TI1� TOP OP' PIPE, OVER �'II� CCNi'L•'RLINI� O1� � Revislon= PII'L. TIIIS TNCLUDL•'S ALL 1�IRI; IIYDP.I�N`l' LTNLS, SLI2VTCL•' LI�T�P.11LS 6 . Paved, rip-rap Or stabilization mat. �ined ditch may be 1�r�D wt��rl:itLrrr�s, LTc. .required when in th�. opinion. of the A].bemarl.e County Dzrector� of �nginee�ing, or.� his desi.gnee, it is deemed. necessary in. �. 20� wzDL Lns�M�N�s, c�rt2�rt�ll ort lttL i�zi�L�,xrr� nNll nPi��ttrLNnrrcLs order to stabilize a drainage channe],.. , SIInLL B� DLDICAT�ll TO TIII's I�LTII:M7112L� COUN'�Y S�RVICL' AUTIfORITY, LXC�PT WIIL1iL T'ft� L]:TlL•' TS IN A l?U13LTC Ii011D 12IGiiT-01�-WAY OR 11N 7 . A11 trafflc contro�. signs shall confoZIii wi�h the Virqinia. 11CCI:5S L•'ASLM�NT, IN WIIICII C71S� TtIL I�CC�S� L115�MLrJT SI111LL 71LS0 Manual. for Uniform. Traffic Control DeV10ES ].c3t�St edi.tion. I3L DL:DICIITLD 71S 11 UTTLTTY L•'115�MI:NT. � II. J ' MIDi. SLPnRI�TION R�QUIR�D DL•'TW�rN W11TE12LIN� AND STORM ST'WLIt B . Uri�.@SS otherwise noted all concrete j]lj]� shall be reinfor.ced CULVLR':�S OP. 6" 51�1'ARIITION WII��! W71TL•'RLIN� IS INSULII'1'],D. USL•' cor�crete pipe - Class: II.I_ ]./2" TIIICK TIIL•'RMI+-CLL''PIP� INSUL7ITION ITI 3 'X�1 ' SIIL•'1�TS I�S , . MADfUTAC`l'UR�D ]3Y NOMACA, INC. OR L•'QUAL 11PP120VL•'D 13Y 71LL1L•'MI�I2LL•' 9 . A1.1. excavation far. under round 1 coUri�Y sLizvzc� AUTIIORITY. zrrsuL�2 zorr ro Lx�rLrrD s � nrYocrD 9 p� pe installation must comply c�riZ��rc�,zrrr oi� CULV�RT zrr t�oTtt DTI2�CTzorrs oR �� nLYorru �rrDs or with OSHA Standards �or the Constr.uction Industry (29 CFR cULVLI�z� wtc�rr P71ItALLLL. Part 192G) . . ' 9. TOUCII 12L11D M7,TT'RS ARL BLING US�D AY TIIl: 11LBLM11RL1: COUNTY j ZTl addi.tion t0 t�1@ d}J�V� IlOtE:S the followin statement mus.t� • be S�RVICE AUTIIORI'CY. TO ACCOMMODI�T� TIII:S� Ml•:T�RS, ML•'TL:12 LIDS ! � g WILL I:I:QUIRI•: A 1-�/4" IIOL� T11PP�D INTO '1'!IL•' CLN`1'L•'R OI'• TItL LID. included OR all Slt@ plans WY11C1'1. requixe V.D.�.T. approval. . The BLTPID TTAPS 012 PLUGS SIIALL 13L PItOVIDLD `i'O 1'12LVLNT ll1:L312IS I'ROM statement must. be signed by t11@ developer Of ��7G' propertg� pzior t0 Lrri�LRzrsc zrcL nox Pizzoiz To ML�rLR TriSTALLIITION. I telltd.tlVe site plan appr.oval. � � � � 10. I�LL W11TLR AND S�W�R APPUI2'I'LNI�NCL•'S 11I2E `l'O B� LOCIITL•'D OUTSID� OI�' WE t.�l� undersigned. c�eveloper( s) understand that app�oval O� � SGt11e , �" ROADSTD� DITCII�S. tY11S p1an. by the County of Albemar.lc daes not necessarily AS NOTED m 17.. C�RTII'ICIITION TIIAT 95 o COMP7ICTION IS OJ3TAINi:D SIIIILL I3E PROVIDLD � indicate Virginia Depar�ment o£. Tr.ansportation (VDOT) � roR �LL r•zLL �R���s UND�R wn2��tt nrrD SL•'W�R ,LINT:S AND dpnrOVdl ot the plan. Approval. of the plan by the Countg � APPUI2T�Ne>NC�S. TIIIS CERTII�ICATION SIIALL i3� SIGNLD BX A � does not in. any way reli.eve me o£ my responsibility in � PROI'�SSIONIIL G�OLOGIST. TFI� CL•:RTII'IC111'ION SiII�LL ST11T� 2�1r•: obtaining final �O`.�' approval pr.ior to the issuance Q� Sheet Title= � L•'XACT ARL•'11 T1IAT TIIL C�RTIFIC7ITION 11PPLILS TO. ' building permits and/or certi�.icates� of occupancl. � GENE#�AL � 12. VALV�S ON D�l1Di:ND LIN�S SIIALL I3� RODDL•'D TO PROVTD� �DLQun�L SITE NOTES � R�STRIIINT rOR TH� VALVL DURING 11 rUTUR� �X`�°�PiSION OP �l'I�IL LITtL•'. � DEVELOPER DAT�. Sheet No.= � �., - � _ m C1 . 00 ; � 2 of 21_ � ~ ��'� g- 97 � ; a . � -- � - . _ - - � _ _ . . . , � � \ , ` � ' � t , • �� � ` � � � � ' � LEGEND \ �o \ � � � ` � \ � � , , \� \ \ \ \ `�• as GAS LINE � � o� � i .� � \' � ` �� � �� g Tl-fE GOX GOMPANY � I � � � X� � ohe ��/�fZ{-�E/�(a EL.ECTRIC Planners < Givll Englneers � � ' , � � �� I �� � � � � � \ \ � \ NORTH oht OVERHEAD TELEPHONE Landscspe Architects � / � � � I ( (\ ` � � I 1�I � � �\ � \ k , �` \ D.B. 476, PG. 587 PLAT � � � � \ � ohu OVERHEAD UTIL�TY Gh�lottes�leh• Virginia � � � � \ � \ \ � �\ \ � �\'�� \\ � � � � X\\� , \� � rAX MqP san SANITARY SEWER 22902 ^ C804�295 7131 � l \ \ �� \ �\ \ � \ � `\ `\� � � \ � \X � ` - � � \ � �e• 3j o�AMP�E� 3p 30 0 30 60 90 Feet w� WA�CERLINE I � \ � �\ � �\ \ �� \ \ \"� � � \\�_ X� \ � -- _ f k. ZO/v/9 PC QeC� q � �- � � � � � � � �\ �� \ \ � � � ���.� ' � � __�� '' - _- _ USE. SNN: R�1 2� � W WATER MAIN � ` � � � \ � \� `� \�� � \ \ � � �� '�� ���'�x_ _ , _- -- - - - -_ �. ' c�f FqM/ Fi�e �ame: c:/se-35/roPo x FENCE I \ � \ � \ ��� � � \\ � �, O,o � � \ ���� , -- �ti__ _ __ � , CY � ' ` � � � �,� , �� �� � �` � � �� � � � � - - _ "'�k_- _ -- - � � '� - � � � � � \ � \ � \ �'y � � � , �� - -- - _ __--- -��,__� N -- -- �' � � � � '�� �\ � \� �\\\ � � �F��� � � �' � � _, -rs• � � � � �P E'�LECTRIC VAULT -X S�> � � ` - - -.__ � � � � \ \� `�. \\ � '��`�� \� � � \� �� � � �� - -��o - - `_ �_ -_.,.✓ E � � � � � � \ � � _ _ _ _ , �� , � ,.- i T TELEPHONE VAULT - - .__ _� ���� � � �\� \��\ \ \ \ � � � �� \ \ � ,_ ` ' - - - - �� �` _ - -- ;. -�;j, -e3, / j �/ � � UTILlIY POLE - �- � � � � � . \�� � - - - - � � i i i � � ` � � ��`� \ � �\ � \\ \ � ' �\ � � � � � _ __ -,� � � � -' - �-_�____ ,� � � , � GAS M ETER - `- \ �\� \ \ \ \ \ � �� � � -- - - - - - - -- -- --`� -� � �' .� -- __._ � � / � � DI GRATE(3.�'X2��z,` \ �� � � �� �, � _ ,- � ,-- � � / / / roP 2os � ��\� \ � ��\ �� ��\\ �� � � �' � \ ' - - - - � - -- --- -- - - � , � � � �`�x � i� � � � �" � \ � i � / � % � � GAS VALVE -�, \`�� +�� �� � ��� ,�,\� \\�� \� � _ � ` � _ _ _ _ _ - - -'6Q � ' -- � /'`'��' �� ; �,, % ''���, / � / / �' � � ° TEL�PHONE RISER � . \ �`rc\ \ \ \. \ � ` - �. / -� � . /-- , � , � - - - SANITARY MANHOLE \ \ � � . � , � � � -� __ _ � , � i ; � ; , / / / , . � . \ \ \ �D.� \\ \ � \\ . \� \\ � \_ � � - - _ _ _ - � � � i .r � >..�� ' � / i / ' / ; / � , \ \��+ � \ � , \ �� � �� � -- � -_ _ _ .- -� , � � � � %, , � �- � , % i i � � , jx��._� / �� / / / � ,, � i Qa STORM MANHOLE � , � \� ' � ,\ � '� , � _ _ --- - � _- ' i .� �- i ; � �`�` � � . � � �' � / � ; � �"st�+\�� \ �� \\\� � \�, ` - - - - - - ` - �- ' �-- � � i � � / �� �, � i /��f f � % / ' � -n- S I G N TANKTER ` \ �''\ `�� � �\ \�\� \\ � �-- .,� � _ - ` � -- '� � � / �� / � / / � / / / / / ' , j ��/ - / / j ' /�s_ / , � / � / � / X � �,���\ � \ �\' \\ �\ �� .\� �� �l- - -- - ' � f _ - - ,- �� � � � � � � � � � , -�� � i �� � � / � , i �M�,� , - ,, / , � / / SPOT ELEVATION v , _._- - � � � � � � � i �- � i ' � �" i ,� i , , , � i � O TAX MAP 76, PA EL 2A � � \ �' � ���\ � \ ---_ -- _ - �' _ � - ' � = � � ' � � / ; � � �� � ' / % � `'�`' / j � / / / / __ _\ � ;, / �, / � I � FI R� HYDRANT A.C.S.A. �o �\ � � \ \\\ �, � - - -" -� � , � � � % � , ,, �' i i � � i �`� , i i i l l � D.B. 1144, �c. 4 -a�° `� \\ \ \ \ - - - - � --, - _ - ,� ,- � ,� � � � � i :- � / ,� � /� � / /1 / / / / / � , � � � � WATER METER � . ZONING: � � � � �� � - � � �- �. -�' - � � � � / � / / , �� ' / �- / / � / / ,/ / T�, / / ;- � / � , � / / � � I ! I D4 T R VAL E \ EX. USE: TANK FARM \ �� \ \ � \ � i � �- � � , / / / / �, / / �' / � / / / �� / / / /i� ��� / � � � / � j ' � / VWA E V �_ s�'�� \ �\ \ 1� �\�\ ��� \ -�' ' -- - - - � , ,-- ' / / / � � / ,�4�� / /� � � �/ � / f % /, / / / ' -' / /j � `�/ i % / / `/ �,� � / / / �/ � /` /� �� / � � l / / / � �"_ + A �\ \ � �� \ \ �� \ �-- - - _'" ""_ -- ' _ ' -'' -� , i � / / � i ,- / � / -� / � / � / / / �/' / / � � � /� / � � / � �/ �/, �/ � / / � ,/ � / .�/ � � � / � i� � ���� � � / � / � � � +// � � . \ \ \ \` \ \ - --- - `- � � � / � � � / � / / / �' / / � / � ,� � / ,� � ��r� / �� � � ' `/ ' � \ � � _ � � � � ' � ,- � � � i � '� � � -�'" � , , � ' / i / ,' i � ,, ; � , � / / / /�� � - /� \ � \ � � '"� � v _ _ _ � � � -� � i � i � � � �, � / � / / �j / � / / / / / / /. � / / j � � / / � � � �/ -' / '� /� / / � / �// � !\ / \ � � � \ � - r- _- '' % ' i � �- '� ! / % / � / / / / / / � i 'f %- / / / / % � ./ / � / // � // / ' - � `�'� ( �+ �D� 1 z � - -� -� i i i � � � � � / / / / / / j % / � / / / � � � �/ / / // i � � • I FUTURE WATER � . T P,=721,6 \ \ - w -" `- � � '� ! � ' / / / �' / / // � / / / / / % � / � � / / � / �- / / / � /� � �/ �/ �/ � � / TANK � IN�= 1�.8 � w �- ' � � � '� / / / / 'i � / '� � / / / / � � / � / / / � %� �/ �/ // � �/ + � / ��8. U � � - - �3 a- -- - -- .-- � � � o� / / / � � / / � / �/ / / � / � � � � �� � / � / � � �� � �� W � � �� � / i / i � / � / / � ' � / /" / / / / / / +/ � � \ � \ � - -� -- -- -- - � � � '� � .- ' � � � ' / / � / � / / � / / � � ! � � � / / ,,� / � / � / / / / / / � / f � // � �� / / / / i /// j/ : � Q � . � \ l \� � � _ - - - - � _ , � � � i � � i � i i � / � � / � , / / / � � � i � /�`; � i i + � l \ � �� � � - _ __,_ _ � � � -�' � � ' ,� / / � / � � � / / / / � � � / � ;, / / / � / , ! i / '' ; / i '�/� � / j �� �ji z . � � � ,� � - -- - - - - , i i � i i , ,� � ' � , � �"� / / �" i i � i / / , � i � _ , _ �- �AX MAP�66; PARCEL 4DG8� � / � � / / / �/ � , / /� � � �` �- -- --% - � / \ � � � ., ; � i / / / / i / � / � / i � � (� �2 -` w � �- � --iffiTH 0. W4DD{�fFD i � / / / / / / / / / � / / / � / / r // j / , / /� � � p � �/A � � \ � \,w \ � - ...- - .� - - � / / / % � \ � � / � \ \ � -- D.B. 1563, Pc. 4s � , i , � i i , , , , / � / / / i � / ; � / � / i � / l l i � �� � � s . � _ _ _ _ __ _ - 0.6._�� PG.�J9" �7 � � � -� � � � � � � �� , � � � � � , �, � , r a � � � \ TOP=720.5 ,� � �- - - ' / / / / i / � / / / / � � � / \ � �� INV=714.8 IN /a`� � � \ � � --LOI` 5C, UNL�FER�ITY HE�i8' ��yo / / / / / / / � , / / � / / / / / / � / � /� �/ j / � ,i / � / � � � ) � � � _ _ .� - - 4:958 ACRF� � i / � � % / / �- / �/ / , \ � INV=713.O�OUT) � � �- -" - - - - - �" � ZON1DIG�R15 � � i / / / ,/ / / / / / / � / � \ \ �� � � _ � � \ . _ _ _ �- / / / � %� / / / / � / / % - � \ � � r�\ � � � � � �- ____ - - - - - - --- -' - � �' I�SE: WOOD,LAN$S � -� , � / � / / / � / / / � / / '� / / / � / �� / � / /� / � � / � / �� � � � / � \ � \ � � � � � � � � � ` _ _ � ` _ - -- � i �'' / � � � / , � / � / / / � / / / � / / / � / �j � / / / � � � / / �� � / �/ � � /� � / � , %� / � � ' �,o \ ,� � \ � � --- � � / � � � -� - - - _ � � , � � ,.- � � / / / / � j � / / � / � / / / / / / �/ � �- � \ � � �. � /^� l � � � ._ - - � � � / i � / / � � / � / / / / �, / � / � 1 / � � � � � LL - i � / � � � � / / - / / -- / / // , �/ / / / � � �-- � � � \ \�� �'� � � _� �,`ti / � \ � �_`-,--=`----_- - _ ' _ --- �- �- � �/ / � � / / � / � � / ,' / / � �/ /�/ / / � / �/ / / '/' � ' / / ' � � � \ � � i i� �' � j , ' \ � �.. RIM- 7. \ � a s � � / � - - � � �' � % ��o i i � / / � � i" / / / ; � / �/ / / / / �/ / / � / � Q z � �v =��o. iNy � � i ��� _ � � � i � i i i / / / � i I ,� / ; / � i / . \ � `� � � � ` -- _..- ,- � � / / � / i / � / , � � � / � � \=7a�.5 ti�)� / \ `� �-- - - - - -- - - - - _f � � � � � --' i � � � � '� � / i / / � ,- �' , ,! � ' �, " / /� / '� / ,' � /r'� � /l � � � l/ / � � i O � � � � � � � � - � � \ � ` .__ - - ` - - -- -� i i � � i , / � / � / ' / � � / � i / �/ / / /l/ l � C , O � � �. � � _ __ _ - __ � .� � ,� � � / / / / � � / / � 1 / � � � � � � � � � ` � � �\ i _ _ � � � i � i � / / / / / / � � / / � / ; / / ; / l / � v �--- U \� � � � ~ � � \� - - - - - - - - _ � _ � �' � � � � � �' � � i / � � / � � � / � � � � � � l l � � / / / � � � J � l / � � � . , � � � � -� � �- - - - -- � - ._._- --- - � � ',' � i ,. � � i / � � / / / " / / / / � \/ l / / / �/ � ' � W °° \ � � � � � _._- - ' .� � i � �°° � � � / / � / / / / � ' / � � / / / � � / / W � � � � � � � � '' �. --- .�, - -- - - -- -- - - - - � .- �" � ,� � � , � , � / � / / / / / / / / / � � � / � � � / / / � �j � � / � � . �� � � � � x � - - -- J `� �- - - ---. .- � _._._ � �- _ � -- - _ ,- - � � � � � � � / / � , � � � / � � / � / / l / / � � � � � - _ i � _ - - _, ., ' � ' � � � � �� / ; � � � / � � � / l � � � � � l �,� � i z 0 �. � _ - � _ � i i � - � � � - - _ _ . ��� - _ _ _ _ _ _ - -- _ _ � � � , � , � � � � ii i i i i i ,� � i o� � � Q _ � i � � , � � � � � �. \ � � _ - - - �\c\� - - -- - - - - -- -- - -� � , - - -� � � � � � � � � �' i/ � � � � f � � � � �, � i �� / � ; � 1 l 1 1 I � �' � � � � � � . � � � _ _ _ � \ � ,.. - i i / / / / / / � � �/ �` � � / � �. � � \ � � � � �\ _ _ .- � � � i � % / / / i / / � 1 � I I � �?�� � � � W �� � �. � / / � � Q ti c�� i ❑ DI GRATE � � / / � / / � / � I I � � l � �Q � \ � � � � ` ` - � ` � � � � � � � � - � i / / / � � � � 1 � � � � � o•�Q�u � U � � � �' -\ �� `- __.. � � �� �- - _ _ _.._ - - - `- J � � / / / / ��'� / / / / � / � / / / / � � , ����o Z�� � � `� � .� �. - - - _- -- � � � / / � / / � / l I � �� f a� / Q�,��z.. Q - � �` � � \ - - ,, � __ _ _ _ - - -- -- �- � � � � ' � � � � ' � ,. � � � � � �, � / I � � � � �' �ol �"�`�� � � Q � � _ `� .� � - - ��- --- -- _ �`" � �- �- , / / i / / i � / / � � � � ��� a � , �- � � _ _ --- � � � ,= � � � r % � � l I 1 � � I � / s� �� ., � -, X - - - _- �� - _ - - -.� _ _ � �, � � � � � i � , � � � / I `' . , � _ � � � � � � - � � � \� _ , -- _ -� � � � � � i , � / / � / / / /� � / / � I � C � I I � � NOTES. Job No.: �- � � -- - -- C \` _ `. - - - - -- � � � i i / / ' � � I I � 9 . Horizontal Datum. Deed Book 476 Pa e 587 Plat 96-30 , _ - - � � , / 1 I I � � g � .�- � � � _ � � � � � � � � � � � I/ l ! 1 _ , ,.., - _ - - -" / 2. Vertical Datum: Mean Sea Leve1' NGVD-29 �. � � �' --- - - - - _.._ � _ _ - __. - - � � � � � � �- � �oi � i / � / / / / � � � � 1 ' �- ` - ' �. �. � �. \� ^ � ___ - - - ' �. � � � ' �6 / / / ! / / l l / zHOF � , �,X � � -� _ � _ , _ � ,� _ _ - �. � , , � / / � � l � l � � � Benchmark: Top of bonnet bolt on fire hydrant located' on the eastern Gl ` � ' - - �,, � -� � ��� � � - � � �� _. - - - -- - - J � � -� f � � i � / / / � / / � / //� � /i / � � � side of the cul-de-sac and shown hereon. Elevation = 646.82 Ft. �'�. _ - ��� � � �' _ _ �� _ _ - _ � \ �-- ____ - - _ _ - - - - -- � � -� � � � � � ' � � � / / � / / � / �/ / 1 . � ��v � � � _.-- � � � / / � / � 9 �m� - � � �, � J - - �� � � � � / ! � � � / / / / � � � � 3. The locations of existin under round utilities are sk�own in an UG.Y ��KIRK" HUGHES 680, �o���� ��'. � - � - -- -- _ _._ _ � � \�� I , _ - �-���'-' � �-�� ` '-� � i , � , � / / � �� � � � ' � J � approximate way only. The ollowing sources were utilized in drafting � � CERT�C��E N0. � � �� � � '-� � / I I I w . �� ._ _� _ � � _ , � _ -- / _ _ � � �, � �, �i � � / / / � � � \ the locations of underground utilities. field surveys of marked lines, ��,r 4 ��• �� - - � - � � i � l ) a c� �c� L�� �, �� - - � / _ - - __--- �---__ � � � �" � � / � � � I � topographic maps, as-built plans, and utility maps provided by the utility �I s _` , �,+ � �, � � ._-- -- --_'_ T E L E . F�bl�T . � �--�=_ i o�� / / / '' � �'D L A11� o��� _ � , _ _ _ _ � � _ .- �.-- � . sc -� �. � � -_,< 6� i � / / / � � / � � � f � o companies and Albemarle County Service Authority. No underground � � _ � N --- - � � / 1� E�E - - - � ' fiD"rR=237. � .. ; � \ , � �� " / / � / / � �°� investigation of utilities was performed. The contractor shall determine / - -� ` � �-� �� � ;13� a� � �_5� ? " � � � �� � �� / � � � / � / l � � � 4 . � � �� the exact location of oll existing utilities before commencing work. The Date� � ' - -- � - - - - ✓ \�` � 23'� � � � � � � '� / i � � � �� � >� � /J � � � � 4 �° � ��Q contractor agrees to be fully responsible for any and all damages which 11 .11 .96 - � / -- � - -- / �2 �- � / i i / l I / � � '� _ _ _ - -� _� _._. ; �- � � � � � , � / / � / � j � 6 / �� might be occasioned by his or her failure to exactly locate and preserve Revisiom � � -_.. - . �� _.._ � i / / �' � / - `- -` - _ ��� _��-1-� SiREET � � � � , j -- - - --- S` i /\j� / � � �/ � / �48. 4.�.as � any and all underground utilities. 48. � - -, �_ - _/ � \ � ���E° T_�F-WAY -- - � � , �/ � _ _' _ � �r3� �\� - --�� .� -- 6� 4 ;oo� �.42 4. Title Source: Keith 0. Woodard recorded in Deed Book 1563, Page 46 � RIM-69�3: _ _ _ � _ _ ` �� / / i �'i r � / � /Y' s� r� 42.05 hNV=666.8 _ - - � _ _ - � �" i � -�6�� - � � - RN°� ,. and shown on plat recorded in Deed Book 1075, Page 259, containing '� � � � q � �-� ;- �-- ; % � �" - � -$ ._ � - �� --�� �2�8y � 447 °G�o � 4.958 Acres and being Lot 5C, University Heights showr� on plat recorded I � 1NV.�666.3 �T � S -� _ � � 43. 0 -� � - .- - - - - - -- - _ � EM� T . � �' - - -_ �.--�-� • - - - -' �' � / / � in Deed Book 476, Page 587, less and except 0.48 Acres acquired by A.C.S.A. / r- \ �` �- _. � - � - i � � �" / \ 43. in Deed Book 1075, Pa e 259. � / � � ~ � '��j �'a � .- -..- � / � - - __ / / ePl � / 46.3 � I - g � � \ � �'� - - - - - � ' - � � -�' �- � X / � � C, � � � _ ., � �-�S ,, � � RpAp �_� � parki�9 iot / � � �o �4�.6 � 5. Survey prepared for: Keith 0. Woodard � �J i � � GGF' /• � � -�� 52.9 � � x � i� � � \ �' _ � � ` _ , ,. P � � / 56 9 �- /.� �_ / � ��Q 45.5 �Sry� / ' � cuRe INLET' 6. 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M�IM � �5 ONE •�\y��j � � \ c� � � h I�M M�M IM/MIt 01 11�e pr11011 pp�t NpMr M�n Me DOlqn w.ai. � s+.....b» a,ne m�e��..�ne..w�a me a.�cw..nai ee snooeo.am c.�we M1��A 1=�IY�N�tK I�MI� 1 ,,.a.,.�M. BEDDI N G 6 rnOa. `J \ \ . F�EXIBLE GONNECTION $ � � •OwMiti�a sho.n se ta ma+eN wa.s s�ame.+m�e�.a oor«�cka wn�.�e.w '"O161D"'•"""�'""a'p a paw+p a.ow n w saYcwn.iir sbM Vs'wnA r�a.ow�a�rN :. . ..: s:o'.�..r. WITH S7AiN�E55 f-Cl. TABLE OF QUANTITIC��IE ��� D�i10. �rMncb�n�nW.NIrn1 �e , � � Q 4�min � O i .nnow ww�.T�r onwn eoo� ee�..,xcaea�c..�m au wwu.w.�,., mu a�+■e.i aa�.q rw n�innm.e n n■aKe aa�w me s.�nun. v+�M O.0)1ncA.�a�wr1�rM T ,�-:•''-I.' r..w.rr... f�l bi�L er da. �����C1�4 10 Oa MN�N MK1M4 BRICK MANNOLE FK�.�.�,..,,�.�,�„��„� ��pd Z Z� STEEL BAND I - OEPTH Ba�CK Cp+cr+ETE COHCRETE �������~�� D1'3M �l-3B DI-3C SECTION A'A FOUNOATION (SHALL BE ' ' N a �"/ - - a se..m�ck�.0 or 9•.a.�,..d � FEET TMOU54N05 CU.Y�S. CU.YDS. �--�-.i �_ � :�:.I. ��..1.•�- � _°�o` �,_4•,, a o.5 o.7es �.�D7 �^e��9 eoean� a�i�rs. --ti r--- � �---1 .. . _�. AEWIRED wHEN SaL WNDRIONS � , :,,:. Goncrat� $ / _ - AAE UNSTABLE.IALL PIPE)) I� - _ -- � '1 � •' -_-_�-r' I ��----�� � � y ��•1 r��� • � S 0.7 0.783 1.698 FooY rK...wn. fo e. .eaa �or i r � ��-------- � N OT E� 6 o.s o.�es �.961 t i � � , « , r------ .., ' o : • . . � i.o o.7es z.xxs .aen .es+wnai foo� oi aqn. " I " � i � ,,,� ; � � �. , . .. . .. . i �o e �.z o.�es z.�es I � � I � � i .• md r.• 4- '+•. xWolt •'.kn.: e i.s o.7es 2.��t ►�a�«is� wey e� a�a,ea..,a. 1 J L _i � �� , �k �:�. 10 1.6 0.785 3.009 �W ti � � 1. OPEN CIJTS IN PAVED AREAS SHALL OE !Ap(FILLED �� I.s o.e7o 3.as 'appeiid C0�`�' � 01oCk' i �«�M r•�• wM,w.,w w.�.,,,.n;ioi 'r� S ECT 10 N 8-B H ""`` " ""°'""""""" ' ENTIRELY WITH NQ 5T $TpNE. � ' i2 2.2 0.970 3.8�7 � w..r.a.�..r..r...n.rr.w.�.��rw tA�knes� M�onw it�o ee S'.OM« rr.�rri u•�.t�.w r bw«wa.y�.�.wwr 2.FOR DUCTILE IRONPIPE TME BOTTOM OF THE TRENCN � �5 2.3 0.990 �.��a r.r.w.w�.�rrrrw�wM.�wr..w.��w�.r. thi[lurastf pe lo eoMam to�OII TM�N'tl�mipn tln��en 1n�pqipyy�p�p pKilyC p�yK ppy.ill W p[T�0. WNEN WED O I 1 2.B 0.9 70 4.S�I mwaun0 lrom rr nwn N tne outai►�a�w Mr wo el nr nr,�cw.�.Mn'r7' .w�ww.M�Mw w�Mr+. �D�YCElR TO CUR! 8 N A L L B E $C R A P E D A N D C O M P A C T E O�AHO ALL $TONES ' BRICK CONCRETE iy s.t o.a�0 ♦.e 3 ��ss ��wnntwooncMa, m.r�.o�sa�wb.o.�owo'r��«�n.�n.pwnersonameaewimmarwm ���~"����"'� wrtNour wTTut ' REMOVED OR A 4"BEDOINO OF N0. 68 3TONE SHALL .nai wa„w�esym�em�.«�atra.fiva cow�wns. ����»•�•:�r.�.+,wn N rr�r w«.rw�a.�... � I 6 3.♦ 0.970 S.26S �'�.�' HE PROVIDED. CONCRETE BLOCK �� �.o i.i7a e.oa2 ,,,,,,,,,,�,,,,,,,,,,,,,,,r��„�� Shcet lof2 • S.WHERE ROCK IS ENCOUNTERED PIPE 9HALL BE I OUTLET r.�ecre o.+s o.se2 SPECIFICATION . .� STANDARD CURB DROP INLET SPECIFICATION .- IN3TALLED ON A MINIMUM E�BEDOING OF N0. 08 $TONE. 1 MANHOLE FOR 12-48 PIPE CULVERTS REFERENCE � -. �z'=3o"PIPE MAXIMUM DEPTH (H)=s� REFERENCE � VIRGINIA DEPARTMENT 233 _ cl �2 ' YIRGINIA�Dp�PARTMENT 302 � 106 01 TRANSPORTATION 104.09 TRANSPORTATION / A ( / l V ! U -� -� �� SEWER PIP� 1!�'�?�LLATION � MANHOLE SHOWING BRANCH TIE-IN MANHOLE FOR 12-48" PIPE CULVERTS CURB DROP INLET/ 12-30" PIPE - _ Not to Scale �■ Not to Scale � ■O � ■o . Not to Scale . Not to Scale � � � ~ T-DI-7 � � � . PB-1 ' NO PROJECTION OF PIPE ABOVE GROt,�JO UNE _ _ I�e � ToD o( Fi�l To of Fill ToD of Fill FRAME E�COVER Groie a = (SEE FIG. �i-D) S"4 .� x = � � ��''''((�� I_2�-3 '-�'-Z T iv �� ;:S_ 2"diomeNr pore10.681bt./tt B� � � � 3TREE7 SURFACE I t �orNo.wi�omB�ikts+«�Bor � un i r n `^-- Ground Line 12� IN MON- - � "' - ` T BZ6SIba./ft1A5TMA615, D � p �' p � RaMED/wEwS. / '.�•;^i`':'�' _ u T 1O GroOe 60). I � Eorth oek or un- Eorth � , ! A e d q A 3�4� O d d � ieldin soil •'..' ` - p � Min.�D�� Y 9 ' d \\ :iN�: I'-O�moa. � ^ �� 1 L z�K2t:z � � Min�D� n - � Mm D � "` . 10 T� �_,y,��4"Beddirq'f -��p�rfoot � � 'q BeOdi . � � _ � r s�ae� �a S� / �1°y'�'SQ U AFzE � �� � T� � �"'�b w.ie � �WEDG-�OK�TY�£ w�" `���N(�► g�,( (�RADIN� I N •X•aw�.wonba�nroMe Mokrid of M,minB%� �c Moteri� Moterial 2'� - ro tn�mn o1 pw• 24"Max �.---x-"'� F�mi B�xw+ia Soii i RUBBER COATE O $TEEL ' •• •�...• i F a'Swa - � � L2�Y2'■ q" 10'1 '%'Oimw�ion w 4e mnn�a�w0 3�•p�min •'� � � � � � -- 1 ' S�ea Connena ^ NORMAL EARTH FOUNDATION STEPS OR APPfiOVED H• PLAN vIEW # I oNI'o � ; 1O�1 t 0°°t°p'' FOUNDATION SOFT, YIELDING,OR OTHER- EOUAL LAST N PLACE. ��� � Moy be t��ninoted under entronce pipe ;' T D • • DETAIL A �n where Oiretted Dy En ineer. ROCK FOUNOATION M�ISE UNSUITABLE MA7ERIAL :.: Q T� • , GRIlTE B ^/�\/� �/ ' See Drbil A � � PRE CAST REINFORCEO '•. �� ALL JOINTS,LIFT NOLES, ' Q. . , � ��. � INLETS,OUTLETS TO BE E�Np�.� p�NqGE BAR SPACING CHART � CONCRETE SECTIONS :; -L ' ' 2' PIPE PROJECTING ABOVE GROUND LINE -• se��eo a cRourEo �+sne •� �O" RING SEA�S i; AND OUT. ,�D. . �• 8�� RA XIMUMpIMENSION B ToD of FiU To of Fill ToD of Fill 1MHIMUM ELEVATION .,>� : , (Q G��/ �7O'B W�TH •SECTION AA �� la. 3 • � pIFFERENCE ACROSS M.M. .. Q � D A1.16LE FI�AM� 3'•�'Grott � x x FAOM INLET TO OUTLET i�.. A No.Sa 3�-0`bart 2� Gro»�n M M ur0 wMi S SMALL OE 0.20 FEET. ' ' • D ' �z p r �- � �.. i.. • O . ..-.i �" �oa. � 3t yy�,Z� �.o'S�uE ��"a2{�Eape Ba f2 Reatl) _ t:': . � /Mfll{bCO1�OM11MO�O1M G O _ T• �: 1��•T Snsa conn -+�r--}"c w i" e�nr a�a na n p w w y� e __ in � m. _ Min.D D Mm. _ _ in D D .� in. GONCRETE •�' VARIES - � S L ;��A �; -� I See Ganeral Nqa-W�cost ta oe0it�onol r.: wq�ct bbdt�c. ' r �YI b boow0 on Uauldw� U � � - d Ground d-� F = Ground 0 FILLETS •• v� • � � '• ����u � Gro�s�aa�we.n�n � BRAN CM • • STnNDnRD Wnuex ew�r one p.ate ae to w tumi.ME round Line rourd Line - ': 12� •, . ; i .';•.�. ��•.- ,.� D P � RISER U�pT oa o smqk unit.OWsWe dim�Kions of pro1e. �..� . #••al� Bor D RtpC) or OftNr on0�iub»tl b \•% � \ \�� � Lint � '/ , lint � / DEPTH OF FLOW D� . �y �o De 3•a•R 2'-II}•'IGme alv3'•oi2=u} L2'^+ �'� ' kpHIC � 1 Min.ioD // � ock or un- Min_D j ��►+�+ CwwNEL To eE � , . . , • > ����e� t � �•� c t�' G SECTION BB Min.� D � Eorth yieldinq soil �� ' _� _.� � .-.- �;v • • Q . SV�j ���LFi JrLFi� f�' omenawm,mo�ay.dtnmm,uocnrr•cl ���pwpowa,ueaaew � 3/4 DIAMETER Of _� • 1•per foot o1 H. x ddio Makrid � �ddinq , _,,- ' 4"Beddinq Mokriol 2 min8" 24" � � 9 F��Bw�pSoiivapnoo.nen Motaal CONTAIBUTING F.; , � .,.... _. ,. • ' ' ; Moz. h•-x-•-I SEWER. � ;..:. ': :i:�;.�::'_::�':�:':::�:•.'::.•.r: �•.,:..;•. Pl+RTIALSECTIOMA-A � � INVE�Cf EI.EVATIoN�i AIJD °"""°,•'"`�"°°•°'°"`"°•�"`""°'°"°" W � :'..�:=....,......;:�:;'...�...}•�+::.•.'....^'.�'• 12� I ri11 DeoCCeWODk if Oppored DyMt 2-11 �GrMe NORMAL EARTM fOUNDATION ROCK FWNQATION FOUNDATION SOFT, YIELDING, OR OTHER- ' •':!�:'i:;�:.;":•��••.�.::•'•'�:'i::':•':� �� Q' • Enpimer. � J � WISE UNSUITABLE MATERIAL A FILLETEO INVERT FOR �•..�'••.•�.,��. , tt„ ;t � I , '.'� PIPF SfZ�S, s�weo�eoonaaeapeyoi.v,;:.d. �"yt�.po,i2�� Z r1/ } FiYs �b 30'IPipe projeclion obove qrw+d line) A SMOOfH TRANSITION Of fLON' �+t�v�.s,/e�:i��C,+�+�T�, S ,�•;� .5• •�.D I �����1A0" ���• FLEXIBLE PIPE OETM�EEN INLET 8 OUTLET i a . Jomts Onwwn eoneMe eover oM prtNn i.� �' � ���� � � .4°• • (rMn reouinG)on to W aowh0 u Me�vE. ��"'I I"'4•2�Bea�nq BasI12 Rpp.) -- O � G STABLE UNDISTUROED C MMI. 6�SEDDINO �/N0.6B STONE : I D . Canae�e�o be�000 PS.lm�mmum �:�.2'j . � :=D+24" • RPE SMALL BE PROVIDED. As slawn on IoDks �1� FOR UHSTABLE SOII OR UNDERGlT CONOtT10N5 � •. � H•HeiqM of eover meosured hom bD of droinoqe snudurc to I ann�an�p neai a w m xc«aa�ce.nn � �,., ��■�eart�Aeud) � � G�Ivertt wherc d=36�0110 WCf •' Q ASTMA-613• �� h ea.ew� (i�ished qrode. x�D+36' NOTE � • Bon{Typ.Y � Mefhod "A"Pipe Beddin shotl be used os • :,• • . • • •, see s,o�eo.e a-7,�A,78 ror: 9 �-Beddinq moreriol in occordonce riM Settim30202 of the Rood ond Bridpe Specificalians. Q. � , ' ' r7'. 'v.'. '' • .. .•�Q,, • De+m�a ot crufter � � follo�rs unlecs otherwise nofed on pWm� 1. BEDOINa TMICKNE93 REOUTAEMENT� SHOWN ARE MININUM ANO SHALL OE Y . • � Memoa o�viocrm��f PARTIAL SECTION 8� RIGID PIPE �'Bochfal mofetql in otcordonce with$edion 302A2 0(the Rood ond&idqe SpeciFicatiau. �' � 4 Q � �9 anernot.iasmoa�ot Co�s+ructron � � SPECIFICA�LY DETERM�NEO BY THE CONSULTANT FOR TNE sOIL �' Fills up to.30'lNo propdion of pipe obove �-EmDonkmeM CONOITIONS. • •�Q • '� • �. • . • �'�� � LOAD CARRYING 6RATE � ' 9fOU^d �.1 Beddnq reQuiroments deroikd unde� Method A, Projectinp Contitan,ore oppllcoDle to � t SPEWFICATiON � DETAILS OF CONCRETE COVER AND GRATE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE 2. TME CONSULTANT wILL DETERMINE WHETHER MANMOLE9 SNALL . •J „ „ MAVE EXTENDED OR NON-EXTENOED BASES. STANDARD PRECAST TOP UNITS SREFERENCE v • � � PIPE BEDDING - METHOD A (FILLS UPto30') 302 105 303 v , t07.01 VIRGINIA DEPARTMENT OF TRANSPORTATqN Sheet I of 4 ' - I03.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Job No.� 1 � � CULVERT AND STORM SEWER 1NSTALLATI�N � � MANHOLE SHOWING BRANCH TIE-IN � o YARD INLET ��'' PRECAST TOP UNITS gs-3o ; • . . �� Not to Scale Not to Scale Not to Scale (5E� pETA�I. q•�� Sf1T. C�:20 �� b�4i' /1rWNN01.E Not to Scale TH OF v . - I _ _ _ _ � _ ._._.__ _ _. . � . I S'I D(-4 4-4 8'4 C ca�+em�rew r w►r+ i 1 r � . s.w�w,.N w.r..w �n en oiqM el it'SO�.b �=7•t7•-r DI-� � .. •GwM w�tl�.K-2 Mwrnaw�wn�'�A�W/�I�ot 4a�M�t�O �N�bMi�'�d� . ea..�a...e.e r�u.wa. .�.�N..•-�ra va.�. �4�_2•--{ ►wres FRANIC D. CO�, JR. E.aawon.bn �t.p Nn 0 F..ean�o��aw m Y c-a Far Wlaik�w SI'E.ST-I. T- T -, .ol su..a, s.w•...� y ,y' � Y Y � 1'on...o Aw. Yo....e uoM�M b w 10'.iw r.a«bw�Y.. CEI�TIFI N0. . I. e . Sw�OwO p-W. � •"' _ .. r_ - _ ••N'sn.wo�.��...�.u'acrw.rr.r......we.� . I � I r.�+w�a�+aw n r.w•�«wrrn. a�'g'f ��_.�•. Z�wn W1ri to�elliM on pas b im�wt b b b��Aoo�C �0 0 0 -- -- a , p ...a , ...� . ,. _ �:� 77 8 �,�-�'�' r � . . ' � u�or � � ye �,❑ 'Q�� � �j/ •. . -- N�o - �'� �Y r.r� w.� 0�..�-.. {'/ k.� .�,� �,��� �n xeaaonee�Swboro Pbn IS-1.71r sw�ol ,� i � r••r••� y'• •V :u N . � ' �vnsn�V oM pbt�+p ol wio4�n4�c�W b h �1 i.i. • � w A A e d!e � .. � �6l.�7l.�t � • % A ❑ D 0 ❑ ❑ ❑ A i.,-. �� w,y I I �`fiT '� � ....... r�..• tA.e ;;� 4. J €E"F� �_j=•.. m��ae�q�u�newa.a„m.au aa�or nr ao� . S O N � ���i smw w w.ma�e� : «s.C.ew S 1 ' IY-IS=D it N� �y b onca�a ws�n px� - � SEWER '�=%�. ■•e-oo�n a f��MOt I "w L_ _ � iZ 7.� T�t�SM�r+�ewnw N N 1V II �� ( TM M111 . I � ���-}-�� i(• �'Y/N�M�w��1!i-t. � ��[ Y(Iq$[ 0[T�IL$ �9�6 ' ❑ ❑ � � � I 'f��-�� �J-�-�.�L ..r.�e.r�...n �••• -� .. atl eas�n Wav�onenM a W Cba AD.for pncaf o, Sn Srre�IO]O3 . / ` , I �.... .�.� w. ,._,,./-s• .,. Date �•• �N! w� �Nw�tn Gr�u. � On 1M 0�nll Ef�ntOMIrW 1f01n IM�Mfl Of M!oN- ���• , � � ' '� //��. � i I I I =.-0. LL_��_�`___�J � ' ��/� w«re fNn�u m 1�.'�. �. .. . . . Th 11�O�wa�on sM.n on h Sqn0o1O{a�0 WKMNd � ,.r / �: p .. / �, `' , i ��..,..� w,,., ���.. ,i .,,• ;., �r � � SE��o+r A-A rou aw b«r ao a me�.,c+w��•��e�»��,� 11.11 .9 6 ' � � � . y�' z•_�• y�• m�aOVo�w��o^h1a tttwai^Y GurYowt m0 tM , / SwW b eoMar ♦ I !:0' •r�N w.w...�«w r�..e.r�v.w�r�r�� G.���MMr M N M whNl/W Yyl l �Yr �. oc�W1 tl.n�wom N011 De 0llrmwNO Nr CaMMqor -'{ S'-0'--�{ {�-2� a/ a va.. � � � L s..� _ 1 PLAN � � :' 2 •..c r.�n.a�«w��w��. RGVI51011� �. i . I � p•s --� �w,.:tM.a.o.wr a.on�.n.n.i.cn co..m..�weuan p.+. q�W�°�. i.�-�r PL AN •s a e's�wo�n Do..r oowo�2' Y�nr.�m�n.I,wn d w wma va r�yi.�m �'<=y r � � .+u app�eny w orn a ar0 ene pi�ar. �a-o'� lc.o��w�w..a1 at a w vwcw n ou ao oa�oani CONCRETE OUANTITIE$ FOR MIN.OEPTH M lutvn d 1M�k�tv�.tlr nwrt d M tNcfn s�'. � -�•�� {�Tw�•rwr +A 12"caK.PM-Ia�OCuYOaCoKwt� MnNMMopO.M�cwnMmorbbC��w�sb�bq L• ], � • �-•«wa-r...eo' ..,..M,....,. SECTiON B-8 w«o �a• �+xn I2"aiYoaaKnsvw� rom�n:qmnaa�e�oon..m s. � . -. //� t''�" •'-o'� Y-o' caa•te-t ew�n w•�nesn a pa.e.:w s�..i.�n. s�nMnrm. �S'carc.wov-u2e txrd�.CaKme o yoisq d ww Y+ar M,c+ua nr as+kr � ' �1�• 7�{� � � �' !" ....{r ����j r ��p 1 M.ww MA IO�ConGpR-L620CY.YE�.CpMq Mt Y�O���,40nM 3-11-9'�. � �{�� � //� �.':f 4.' I • SbO�b Oran b irwal of B � 7w��w rr �MM C�.rc f./ r` �Ms�1qr0rv�c M11 OOKM�nO•�'w�1DK� h MW d OoNba 2�74�MICM 1roy a x�MC�-1917 Cr.1'4.ORnN 1h t�nM. P��W b 1 �,�.: 4 +t � ou1N1 pW : w�i w�w w � �•I I b_�y�.r�. ► vo+w.ds«aa�a�a T-a•3,4 -T- �,,..• .�•`�.:- • \�a SEC710N A-A � c.-:.a•s Y7 ..,,,, ewsa m smrc�... ar..eon w.i e. �ae a�ss u+.w•pr eeae�ond ba d� .e�:.�:`.y ! � l�r�� � •M , , ..� MACIMIE ' '', •. �='?4"�.:'4'?.. � r-- -------------------����' • SECTpN STEEI SERION CAST MION wt�E --:Yv;::i�:_ M �..c i � � ��,, �4 T _ ..w::• :�� MEfHOQ OF TREATMENT IN DROP INLETS , ' '�. �� � �ww�M�. � �^� '� �'� � '._3.-2{'6' N MOTES � �--z0�1 �! � ' s w�nw ..»«.::�mt�wa K w...1. j• �`_-__ •'� a-{•bnp -s} lrp�ro a �( � /�'. � ��t i l2#a2����� 2-Y � �� i � �«.�r. c�.rv�•...�.�.�..ti..�.w ' pn� � em�.mcaar U�D�DODD��D�D � ...an ao�x�cn..r,w.�..r � �A A �«.u�wa�pd� \\ FRONT ELEYATION wrwn cw��ncwra i.r*a r. .•i � v�[antirW. �•Nc IMw�wrw/1 �.IUN�1�MYsfr�. O� t � � n Anr WNrroN�MI�OOt d MtlbrCW. e � O aw a«r w � A Ootorol C ���������0�O U� C N �M�np IM COwe�ol d IM Enp+�w, . , 1 ; M�Yr�M���M ew�b��Nw p�w� wM M�w�t� �11�w l !io �o�a.w.tmo.e k.rn can..� ' 1 �rrlY M�w MwYO 4w+� O�Y�. � ww+��wn M - �l{bl , 66!!b. BIOCt RIC{ L I' Mq�w�no.n�rw�. , e � � w w w��M�M�O�M YM�N�M/M M M!�M N�wKMn,r ww�I 1Y MK�Y� � , e': �. \ , . =+ � � J M M M/�0�(MrM NM�M IMwN�Ik��r�wMw�N M�w�M�MKh/�. � �-0�p IM' ON CMMMC1Vf �I�Jy�Iq Y1C46p N L 0 � � i � ' ` DEMIEY MODEL NQ MN-RGi-E7 � . . \ �i ' ' `\\�� SrwonQ of 1roraN ona nNt m.e sEn ottadene�.itn rnis dn.i n p � � .� \� � �b�n b iwv� ,� +'�.. d.`'-F,' w w s� �o eWqr ow� � � 0 0��0��0�0���� 1 �� . �� p1 APPROVED EOUAL. � �/ � � n lo ap0�1�o mo���i�uuw.s w.e�i��a on o�on�or wMr• /�� \`\ �evo t o l po�o a 0o•�ro•��i o f t huc�w�. � •. //� � DI-4A SECTION A-A ■�'SW 5ra �;I���"� 1��+��- 2�. � ��r� � a_4B �i-a� f� �..��, 1�`�- • n a , / '-�-� �-- � --, r-- � --, � r li h " • • �', 11 Y a M w�a e�o o.+n w a a I a w r O o d eam m�c M a e oemm�n - �. .� • T � . Y-� .ww. i. I I . �ooW�toM�tb�OorY w pcwl TM wwrl � .-.- I � f 1 L"�������������'�• ��'�' � I . 1' w� �� ( 1� irrwn n a wwu d e PwnaM Gwrnt�6arcnp n.a m�Ma�n.np to�� � I //// . � � � � ` � r�_____ 1 Lbe A 3 a Clou G,ue�vt tM�23A ol coen�opynYob mo�0�p � .�� • ;'���.:-,`... • .:+: n ,/�� � � 1 r�_ M rr� ' � i r .•.�` ~'•' � -a �r�• ~ ��a � b��n OO�MM Od CMY��01 YO1M.bOtM b�tt.bOkM1 CO�p�I�. e '`'�' 7 j': / � I � ,/� 1 � �� �. 1 N a aa�m m�a�w aoct.Tti w+ac�wn a wh.�we�n er ero�s ' 1 � .'' \� , �� >'�.c 's`� � J � I /� �d � � ••�•.••! T� SECTION C'C � ZZ . d�wne wo..wip Nw a�r maw oyqpoi•M ou n n w n noawG � :-.�a,��'°"�• x!� I _� y, __; ' .t� 1 • sa.c s1i � �� �2 -� �:':. � z� • APPFtOxIMATE wEIGHT �De � �� o.a+s a.w�n�nao.q m rb.n e..m a..r«.wew.woe...wr. ` ......, r•...M.w. I SECTION B-8 a►Ers�a+s Fon � � �� M�1 WM M M� Ear�awar x aoo.w�s a a rwow na.w�a w wn et� -.� . r+»wc� r f-d'-i . Ca� ron . . 1� � - iQaub wM�aW aaN�conlqwaeen an0 tb.w�w. . �.�-�� .w wwr w wr r wn.�w.w.�.�.r..e.w � UST IRpi pi.Y Grae 363 a�B IOa ar+�r..�sti.n.�r r.w�.r w�..+..r w r�.ww��r�.r.�w r�r w r ti w�r�.w�� TM'N�Mw�on�ro.n�nristmeeN�anOwc�trOenMMwn.dlM 0[T�L 1W1EN USED I YZ R �� . PLAN SECTION 8-B ��v�0 IrM1 M w�wl Of IM�yHW y�N IOM M�OI IM�wycwr�.h11�M� �ww r rw�U.w,.n.�w�.w.rw�.rr,n. �w�C[M TO Cu�s a'"+^�m�on navanwn q Nr�awe�ny rrnew�ow m�xp�W e�wwiont wrtNouT wtt[e DETAILS OF COLLAR AND GRATE SG�IC 4• �• ��ai a MwrTura A wr swuroc�a u«�Ma cenawnw n..�..�w n.�....w r s.. a' �' _I, I METHOD OF TREATMENT IN MANHOLES � ------- --------- �_ SPECIFICATION � S� Z � S� 1. REFERENCE SP CIFICATION SPECIFICATION AS NOTED �z STANDARD METHOD OF SHAPING MANHOLE 8� INLET INVERTS STANDARD CURB DROP lNL�T STANDARD DROP INLET REFERENCE � 36'=48" PIPE MAXIMUM DEPTH (H)=B REFZ33 NCE f2'-� PIPE MAXIMUM DEt�TH(H)=10 z33 r� VIRGINIA �PARTMENT VIRGINIA DEPARTMENT 302 VIRGINW DEPARTMENT 3pZ 104.01 TRANSPORTATION N TRANSPORTATION 106.08 I04.15 TRANSPORTATION :-i ShCCt TItIC� � MANHOLE FRAME AND COVER MANHOLE AND INLET INVERTS CURB DROP INLET/ 36-48" PIPE DROP INLET siTE �ETAi�s z 9�� _ �7.0 4. 0 1 .0 , Not to Scale Not to Scale Not to Scale Not to Scale � Sheet No.� u, � � C6 . 00 a � � lo of 2r � ' �-�",� S- 2 g- 9 � ; _ t�-. � � �_ . . - iS6T10N EDGE OF PRINT ON 1HIS LINE � "' , < < , � � �f'�'.�► -- ' � _ • , ' ., ' � � d a � �20' ���.��p._.. Qt wqLL SLEEyES w/ t8 M�N' INITIAL BACKFILL TtiE GOX GOMPANY KENNEDY GUARqAN(K-OIA) PIPE WATERPROOF SEAL � SEE SECTION 5 .03 �"T`� �;�:'..'>''`� �� PIPE P/3x1C!^b • UV/ E �I� _'.;:_�sj' �L =tijJ-� MUCILER CENTURION(A-423 8, �.D. _ g• 8. � �,� , TEST CONNECT10N j { � OR APPROVED EOUAL ��GTH OF BRANCH VARIES • MI� µ H. . 10� MIN. �� MIN. 10' ..i� ��C � � STRAINER �E�R 18� MIN. � � � �0 FOSt /'1 $tf�OGt � � �� 72' MIN. � � / . , . ' e Gh�'lottCbV�• V _/r� h1�.^^�.r ��, � ^ ��1�, J �. 6�MIN. - 2�to 10 . ' , T I^9hh7 �1�_ i i � ��� ii �.-,i +t'��,•-� II �� �2T0�) a�� . 4 . � . . MIN. ♦���i ♦i♦ ♦/���/i . 12' MIN. � ���_���.t--�. ,,,��ir-�-L.��.L �•;,�{��� � �i i�i i i� ��i i��i 229102• CB04�245 7131 �-- -.�•�15� MIN�-- �6� MIN�S- � • �. .0 6: , i i//i /////// ///I/// \ "�°' o PIPE O.A iiiiii O iiiiiii A. 6� MIN. �p,y�NC IEIVCTH (611N) 18" MrN. 6� MIN. � � � I . � ' 4 . i i i O.D./4 � 18 c. i�ii e , o . 3� STANDARD MATER�19.25" • � � VALVE BGbC , • .'o• . ////, . . •''�a' . �. /// 3" COIAPWNO METER�24.25" d FIN�SNED GRADE � � Q' .v �. .�a • B' MIN, i�i a• p . , , v . ♦ i p.D./4 - (3' M1N.) _ � ` ��� � . . iiia_. ea �.a i i r �,. � � ' �- • � , � 7ai'TM' � 6� 6ATE VALVE CIASS A-3 CDNC. � � n � � 4' MIN. GRAVEL � o v 24� X 36" ALUAIINUM ACCE55 MATCM ". OVER METER �w0 'iEST T/+P 36' POUR 70 UNDISTUR3ED EAR7H �� :.� .•,• CLASS A-3 C�NG. CONCR_TE CRADLE OR CAP -�',- .• R. • :A:;'r PROPOSED STORM DRAINAGc P1PE STEPS SMALL 8E RUBBER COATEU TEST CONNECTION -+- STEEL, N�EDG-LOK AS AAAN. BY DELTA�_, Cp�PLING �'��c.: , SHA�L F�LLOu THE PIPE `''• CONTOUR A MIN. �F 4' � PRODUCTS OR APP'D. EWAL 2300 ES.I. CONCRETE BASE •:• "v� � C�NCRETE ENCASEMENT CQNCRETE CRADLE ABOVE OR BEL�W THE ; ' � ' cRovrt � 12• 2" CATE VALVE W/ ' AND THRUST BLOCK AGAINST � •!3:• ':;:• �� DRESSER 7}��qpEp CONNEC710NS UNDISTURBED STAB�E SOIL. � '"'���••� ' ' ;.'.':•..... •��"��� NOTES a . 36' IAIN. CWPUNG �` • 54� MAX. •� �� L vHERE THE TRENCH B�TTOM IS IN RDCK, IT 2. VHERE PIPE FOUNDATI�NS ARE YEILDING, PIPE 1AETER � 2' CALV. PIPE . STEEI � 3H�TMREADED RODS�TO SHALL HE EXCAVATED T� A MINIMUM pF SHA�L BE BEDDED ON A MiNIMUM OF B' BEDDiNG Q STRAINER WHEN THE SOIL IS DISTURBED ��E ANGHOR VALVE TO MAIN. OR MIHEN A HYDRANT IS 8' BELOV THE BOTTOM OF THE PIPE AND MATERIAL. � 60' A11N. BACKFILLED WI7H BEDDING MATERIAL. � . LOCATED Mi A FILL. ANCMOR Q,., ,,,� � ���� . TNE VALVE TQ TNE IfYDRA1dT � �� "r'r' `1�`-� �j � I. MIITH 2 -3/4 THREADEO RODS . � `- IN ADDITION TO POURING COHCRETE. � 12" ►�IN. � �' 6" MIN �THREAUEO ROD TO BE GAIVANIZEO � IF NECESSART, A STEEL PILE �,A� CONCRETE CRADLE � , �-�IS� ►IIN�" � � 8E USEO AS ADOfT10NAL SUPPORT i OR ASPHALT COATED. �� M� � � K I �BLOCK + �BIOCK . a 4. . . . . � 2. 1 ♦ � NOTE�(t)SURROUNO WEEPHOIES WITM GRAVE� • NOL tO SCC�Ie N OTES: . 1. MINi1AUM WALL THIpCNE55 FOR PRECAST OR PWR-IN-PUCE VAULTS SHALL BE 4' ANO KEEP FREE OF CONCRETE. MINIMUM WALL T1i1CKNESS FOR VAULT CONSTRUCTEO OF MASONARY BIOp( SHALL QIMAINTAIN A 3� MIN. COVER FROM . O TME MAIN TO THE FiRE HYDRANT BE 8' , 2. THE OU751DE OF THE VAULT BELOW GRADE SHAIL BE COATED NATH AN APPROVE� IINCIUDING DITCHES) WATER PROFING COMPOVND (b)FINISHED 6RADE SHALL SLOPE TO 3. PROVIOE A FLOOR DRAIN NATM A 2� DRAIN PIPE RUN TO DAYUCHT OR INSTALL A SUIdP DRAIN A1NAY FROM THE FIRE � PUAIP. IN EITHER CASE THE fL00R OF TNE VAULT SMALL SLOPE TO THE DRAIN OR SUMP. MTDRANT AND VALYE EOX i� (4)THE OATE VALVE IS AIlOWEO IN �-- � SHOU�DER OR OEHIMO THE DITCH. � PROP05ED GR.A�� IT IS NOT ALLOYIED IN TME DITCH. • � TYPICAL METER VAULT �3" METER} l•�planl 12 �_� To� 's��. ' ` _ ' NTS FlC. W-3A ELEV:685.45 ( • � � . . ' . � � - :..: ... .:�.-� U � FIRE HYDRANT ASSEMBLY � s .�����-. ����-�� - L '• '�'' � � ••4.��� �rr s '.:� �SmOi. METER VAULT � ■� ." ___ �' - ,� ,�: � � �■ � � ��R ��o���= Not to Scale ..,:`,;:':\'. .,: �''. Scale ��RT��-,� y . �-� �:�..: �„_ . ' .:,��� :� W N�t t� lsee plan) .:�;; ' . �_ �,:c::�:.:�: ' ' ;:�':,. � STEPS 15T-I) ELEV. 684�50 fl5"RGP) �3 DI�TOP •.�•'�''�'`'''•. ':.; ' � _.i Q = 8 •:�•'::��.;:�:� , , � . EV:619E0 2 '-•t•.:.. AS1J`EDED `_ . •�:,�,;..•. • �•,'�. �� l' - S"G"tP RIS�R TO INTEI¢��PT flRGINAGE � �� :.'',:; ' Q FROM MVERT AND DH�GT DOWNWAR� - j ` .« .�% I � � 48"DIA fZ-1 RISER(5J . � '; ' R.� z a8"DIC R-I R15=R�5) a ;F' � � � � R-2�LAT SL.CB R-1 FLGT SLG9 /� O DI•33 7pf'sL.6� ' FOR ALL BENDS FOR TEE OR WYE FITTINGS O �l r�/ � L.L. WIDEN TRENCN TO ACGOMMODATE --.{ ^' .. _ 8<"�IA B-1 5d5E ANCNOR If REOUIREO � 1� � ELE V: 65390 PRO?05ED GRGDr tiF_LD=D Wi2� INV�RT FROP'1'�4� ' �•L (sea IL�) ��T�+��+� ELEV. bl4.�51t9"RGP) � _ �__�� � I P 18'CMP RIS:R I i � I i b's , I � s^'- n. 3�i^� , ELEv.b"I�.'IS � i D'tT=NTION PIT'E � � ��nNn � I I 3�mm. I i , w tm0'-bm"CMP I i 5TPP5/5T-1) � m� , i �_ ..� I I _ i i i i csn�_;.Ea r- -------------------------- 1 .�:...:;, �STRCP(1yp1 Z � D50% � � . .. ;, ' _ ' � � 1 I �� � � ' ;��,; .;{:'::' 1 I '�wW. 'MW. ..1:•1:7 � 1 � � i � �___-----------____� ':1:��� H � i a"ORIFICE j j MVERT• 66825 j j INV$R7. 668."13 I �-_IZ' MtN L'��rY�::�1i�?-S l.rr�� LC:b..� � I H `:1;;;. ;i i(; � �~:..•. � � O DI.3"S TC�sL•6' 48"DIG R-1 Ri5ERl5J� r I �ELEV.668�5 i� � � � I � AL4 SlDCO �.-��G���=- � •,.•. . , ELEv: ba'1.iD PROPOSE�GR.�.DE � ' \ ����Y I w�uSCRia+ :.:.'S�:�;, BEDDING PLUO •..,�••..� � �T� I I �Tr� �.� ` AS REOUIRED I • Z (ws pls�) O i _ � _ O 0 �� �- --- - '��. 4� , � .. '.� � � r O ` R-7 FL.=T 5L1+B INVERT FROM 9 ]5"RCP OtJTFALL � ':•'� �IUMi. �.':.�'. �y�r>`eso To sTrzucTu��i �: � ( � I � � SEE PROFILES -- ' �n �s°a�a e-�e:s� � � F��'�� i ( e.g>>6�ac. � T -1 •-T- O }�I' I /� }�{ �,I /� }�.- I \ M / 17`DIl+B•i BA� . C,T � I W�={ I �� I I.�I Vr-��L I I�NT � Z- 'WFiEGL VALVE W/TWv1TERPROc)F bH'lTGHFS �- I µ�8�x�LT � . _ STE P5(5T U v O� � � � PtriT CATOR vN.�ES � B'•I(>F(65. � � � � s�+�srsT v 1+5N_EDED L______"'`�_ _____� I SECTION- I SECTION- 2 ------- � .�5 n�EDED , � �$���R��� � � D�T�NI'I ON r�l r=�c �1 � S►r�UCTUrc=S � ► ELEV•643.1p , , � � ` J PIPE OEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. 11�LDED WIRE DETENTiON PIPE i � L--___�.�__�. TRAS+d R� Z . �-STRqPllyp� z bo�-ae^cr�+ i i � --��--�^---�- $IZE OF (FEET) FEETI � W �„����c_ , ; •ms� i � INVERT. 6<o.9m BEND CU. Y0. � CU.YD. i i rc e ,� � INV=RT. 64mb0 � � iC ' MM[EL WLVEL �CY.W�E 0.5.'aY.F W�TH �PT6 Aa4PSER I L H T L H T � � L v•b.tD � }cL�uch"T SC/�(S ��/ : � � � - - � POST 6¢U.�VnLYE NOT TO �-E 4�a 6M 22�1/2 ?.50 2.00 �.52 $�.Z� 2A0 2.25 2.50 O.IS � � L1 �.,�P��L STORMWATER MANAGEMENT ��TENTION PIPE #1 ���- _ _ _ _ � . ,�.�,.� " " '.5 , . , -- � Q ' M �S � 2.66 6¢ 77 Q2 3.16 2.91 2.66 Q32 � TO 5Tl�JCTUR:'I '� e u S ' SEE PRCJFILES ' Not to Scale 8 I! I/4 I.66 Z16 2.6T 0.1� �� L ' � M 90 4.83 3.83 �.42 0.62 � � ST�121"�l,l��T�t2 1"�,41�,4��1�'I�NT io ai2 iii�x i�i i:se i:e's °o:i a.s3 �.00 x.s3 o.sz w i� i�a �.es 2.33 t.e� o.i• � r , � I.THRUST SlOCK3 ARE 11EOUIRED wMEHEVER THC RPELINE� CHANOES DIRECTIOH,CNANGES 512E, OEAO ENDS �'� D�TcNT ION r�IP� #� � ST�UCTU�S _ � _- _ -- ----_ .._ _ ._�._ _ , AND AT VALVES • /� � 3'-10' . t USE 2y00 P.5.1. GONCRETE � � � 3.NO CONCRETE SHA�L BE POURED ON ANY PART OF THE JOINT. • ' 2•_6•• TOP OF CURB �,TME CON9ULTINO ENGINEER SHA�L BE RESPONS18lE TO VERIfY TNE TTPE 9 SiZE OF A�� TNRUST BLOCIQ B£HIND, S£E DTL � TRENCH GRATE aND �RaME _ Job No.= ° ASPNAL T PVMT SEE DTL STORMWATER MANAGEMENT DETENTION PIPE #3 �� ". ' :: �° 4, O FIRE SERVICE VAULT 2 O C4NCRETE THRUST BLOCKS �■� � � � No to Scate ' '�H �F Not to Scale i I I . ��.• . I I t Not to Scale IIIII� : � B` � III vj . . _ • I-1 . � III • , III . . . . I I I-I ' . -I CONC TRENCH DRN V FRANIC D CO , ./R. I II I II .. a - II I fl PLAGE 4� GALY. �W�TNESS� POST ►�INT[D�ILC TO .� � ��°�" '- CERT CATE N0. COMPACTED SUBGRADf 1 `� •� G � -I�� I I � INDtCAT[ VALVE LOGATION/U D111[CT[0. e e' � � 8• 0• Rr , vfj 71 B �V I�I-I I� - P1PE FRDM lNLfT MARKER LOGATION MAY pE SUB.lECT TO � � � c O� III a III ��5 SEE PLANS & ` T . PROFILES FDR INV£RT o NIGMIMAY DEPARTMENT APPROVAL. � I �IIATIA� BACKFIIL "' �S ��_I I_I AND TOP OF TRfNCH DRN. ' N • " S NAL ; � 10 3 ����I ,o ��, . f.l���ll • � O n�.: Ton • � ,..;., .;... � ►INISNED YRADE"� ELEv: 61585 I I I-- - __- - I I( m=� � :�� ,�/� ... 6"BEDWNO _ _ _ _ � � /� 68 STONE Datei ��D GR,::�= I I - I-I I I- - I ,% . - - -r� , ::,.;::'. •o Ii;w. ,... ���'�� 11.11 .96 (��s p�en) �ar�e�[ sa� AocK � ' ' �) � RCVISiOfl� PROP09ED GRAD= O DI�TOP � I' - � •BC��►[ THE BOttOM OF TNE T1IENCH. RE►�OVE A�L STONES TO INSURE TME P�GE DOCSN T REST ON ROCK MID 3-11-97 F u �E AWUST�B�E VA�VE !OX W/LIO.'' i1EN�! ONECT TNE SOIL OR ►ROVIDE A ��BEODINO Of (�sa pisnl \ EL�V: b�2b0 � j SINONAM S TArIOq IIO,NO.�Y00 /4B"DI.�R-�R13ER:3! SEE PLANS AND PR�FILES E FQR TOP ELEV. ��e OR APPqOVED EOUAL, n ~ STEP5l57-II 12'_�, NEENAH R-4990-Kk TYPE A , • ,y9 r��D� F s��s csT-u HEAVY DUTY TRENCH GRAT£ e a-== FOUNDATION IN POOR SOlL UNDER-CUT CONOITION 48"DI.�.R-1 RI8_Rf5 ���� �I-I (I rt �✓�FRAM� OR APPROV£D EO. _ _ /R-2 FL4T SLC3 R-2 FLAT SLAB -I I I -I I - ►t.J. GATE VALVE _ / I I-� �� CONC CURB, SE£ DTL. s• T s• INITML �AGKFILI e» T e. l:'DI,C 9-I Bd3: 1Z"DIA 9-I 9d5E O . -_- -II) -�I 8"�RI�R /��� I-I � I i I i �--_N . =LEV.6662D iN� v F1QOM pLD 15: -I I�- � -I� . _-- tt�LDED unl¢= i i EL E v• b b e��l 8'1 (-I(I a • I-I�COMPACT£D SUBGRADE � __ • , _-_ + T�� D=�T��PI� i i 'I I I=I I I i I- WATER LINE ���E _ -_ � �g�P�t�� � c� � 60�� � � � �-I I( - � CONC TRENCH DRAIN ' • .j.:;.t: �_�___ `�': *'se sTonE �-A�ee sTor+E � 1 •D.SmA 1 i I - -= W/q4 RfBAR 8' D.C. ;il'•:�,:`.j.': __ _-_ . ii a•pRiFICe � j j i INVERT. 663�C I I-I I • a II I I-I BOTN {✓AYS :j:,:`•_�..' ' � __ _ __ : i � �Eiwv.6625d i INVERT, 662.�0 � i -I I I!=I I I- {/�STORM PIPE FROM q25 • •::,•,....:..:�;. �` ., .. .,.'.Y •.: -...,• : �:�..:.:•, •• �:.•�:.'.:/ � t I I�I . . , I I I-I / .'••���•� 'j STABIE SOIL OR 110CK G lT�B�E SOIL OR ROCK SEE PLANS , ; . . , ,:.: 2J00 Rf.t. :.;:.�::i•'.�'.:�;..•. . .:.1;'....•'. •.... .; •.•::.�.•. . �,. �... ��i • CONGIIETE . , • � ' '� .. .� •.'� .'�.'•� � � SEf PLANS AND PROFILES TNRUSi �IDCK. .�'•'•'"%�•��L"�•'�:�����'�� '.i•;• •.....•.•�s' �g�C�e�� i � FOR PIP£ SIZES AND 1NVERTS `�''"••:•�:�•�:'t'�(;''•'�'='�:?: • � :•;•.;:.......:.,-, .'•••••.t:::, SE=PROFILES i i SNAPE B07TOM TO £NSUR£ , ,,,,.r•�•,.�..•;•`i:::•;.�;:, • NOTE� � � PROPER DRAINAGf. •'�'��'�::� "�"�•�� t NO ROGKS lHAU. BE ALLOWED WITNIN 24� OF TME MATER LINES. ' r-•M � � �•�.�. .��� 2�a 2� lEAAIN6 AREA. 2 NO 110CKS tANO[R TNAN 6�IN A11Y 01MENSION SliAU. !E ALLOWED ABOVE TME IMTIAI BAGKF�LL � STOr�1�fUJ�T��2 i"(AN�C3i�1 I��T - - ° �, TNE INITIAL �CNFILL SMAIL eE PLACEO ANO COMPACT[0 IN 6�LIFTS. SGDIG *I { ; o • , � 4 110 OROANIC OR ►ROZEN MATERML 011 OElRIS SNA�I SE AIIOWED IN TME TRENGN, � D�TL I�iT I ON �I�� � k STr2UCTUr��S �-fI I I � I I-4I' MOTE: IN REMOTE AREAS, VALVE BOxES SHALL E%TEND 6. oELL MOLES �MAU.sE �,s o�T�N �� �,�Es. AS N OTED N ` -I I I-I I -,- t 4 ���• � �I� SIX(61 1NGNES ABOVE WIAOE � -I I I-I�I-I�'-I �1-1�� I 1 I�I I I 1 I�I I� � .i= I�=1 I'- I I i���_�-�(_�-_� m :� � Sheet Title� r. � STORMWATER MANAGEMENT DETENTION PIPE #2 � - - --- � - TYPICAL GATE VALVE D.I.P. PIPE fNSTALLATION AND BEDDING SITE DETAILS � 7 ACSA SER VICE DRI VE TRE'NCH DRAIN 3 ■ 0 1 .O � / ■ � N cale � ■0 Not to Scale Not to Scal ot to S e Nts Sheet No.s � ' � C6 . 10 � w a 11 of 2�� � � �i�` � ' Z�- 9 � � _ � � � - - __ _ _ _ _ - _ _ _ _ _ _ - - - _ - _ ___ - - _ - - __ -- -- __ - -_ _ _ � � DETAII. I DE7AIL 2 DETAIL 3 �- � ,� EC-1 ��2 � E3 E� I�� HAIF PLAN �, 8 HALf PIAN 8 ",�"' l��-�, 8 --- TYPE A 0� r TYPE A h .,�JQ r HTYPE AAN �<tS'`�t"$ 1- TREATMENT � � TREATMENT 1� �' � � o TREATMENT :• '�:'��j ��� t I � � z� —'�—, _ _ Q 3._p.. b Mis x�� ��^�� Min. c d fuN hei9lil ��� , C;� c ' !' �I� t'��1` '^i^}� ' """""""' � """""'"'... -' rMrf W Obk. _ [vD A - -- � 17� ���— � a _--.; _ -a - a —r'_ � h�.y'i�#;' I . -�- � .m.e. e THE GOX COMPANr � i� a } � -f � -- `�� � }���- A . � � -- 4 ' �r�.3�M� � J� }o � o � � �� �". I � 1�f'S� i-'����1 M„ �--1--- _ - �' �k -- — �r � a w �'a:� .o. `�4��o.o P�a 4 M1n• a's`aks�o°��`e � P/aImCJ'b �G/vd EAghGer'b �a. { r���,� Saae �a LE►1C�SG� /�'GI�GG�E - f �"` � l�-'J i' 1 ( � — � h � o.evoo 0 oe.o 1 1 HQ�PLQN � \\ . I 1 �6'-p�•o 0�6'-0' • Q, cS H T Y E BAN , B T Y P E B � . .I.._ tiA LF P LA N \'`.� I j6� = Z Z O FOS L I'�!gh S t%C C t TREATMENT TREATMENT g TYPE B _ 1 G c�1��T� E D�I N� � `— ZN_ --3ti- • - TREATMENT o. � aR A D�A L P L A N OR�USE ATE PPALICAB EI STREEN � ��°ttesvA�e • Vighla - � � � ' GO(,OK LOATIN(9 CONNECTIONS AND COMMERCIAL �CQ�°`��E�`0`�` ��2 �8 0 4�2� n 3 1 � �•P-- (Heovy Trutk Tiotfit MliiciDoleA �M ;� k, --SM- � q,� ENTRANCES. sees�ma�vac�-i3anee+2o3.w np `/�nAn`I �._�., Mn. �•N 1 �w.,,�� `�c 411 ��� fAV�N�'J CJl"'-i/ � 6,_p.- IT�6,_p.. .I. 6 '�✓r{t..5 ;� "" "" 'f t' "" _ �• ` �� f Fi�er Cloi� 6� 9� � '• . � � R�Ra� i� .\d _'1^"`� ✓ �u 1/�./1/ WV I'✓v C'i��l�/ - B S tle.rdk��a 'c e peoa a o� B Jd � _ ` �__ � > &dCn FiReRCld� g FiusrCbrn BeaamaN• , . � - �i�v� • ��o,Po o`� � . •o.e•o.o ' �''^ o•o.o' � o. �9 SECTION A-A - SECTION A-A g. 18 M�n D«e 6.. _ :., �F o o•o; �•o. 6eamiq SECTION A-A � � ' �_ o•<:o• • '�c?•o0 0. c o . •D�epnsana�pan lo�DOt[ulvpt w�f/ollati0nf o:o;o o•o.� o 0 0. �.o 00 , o�• ' o e;0�o�0:� � •0 Co.p � n,Diometer ior round ppe,ria fw Dip�orc�mC Do�naqni f ' oo. �o� �•o , - o:o oeo o. . NOTES � o.o:oo,. Fa muq�pN Nn�inalano�ion�Dxe�nfion D u fo yor�rn 1p�proaciion ouhia m�cnann�l A�F-� TANGE NT PLAN •o'� Sbpe 12:1 Moaimum - .�om cw�. _ . on mr s�eonao.r peoa.nna�auo�r�a���Ma.mron ca+�,a i..ai�em.,��e�o � :� . - —-_—-- ---- -- • - •narml a�neucrwn n tp•ah•a on p1eM,conuructwn q�o o•m occorao�c�•dn ,•, �•• ••• . . . t _ . --------—�,�----- o.,o,��.�.��o... t r � 6�� /( ISOMETRIC z /`� \ •�••.�,���d.�-s�-��.�a. viEw ��'—-- w•-�- --�/ - '�g 7rP�A a 6 bMtln�nt q W 0��v�eifi�a on M�pona. I • • :��� • ♦� 0 � ��O •� • �.'� • 4�`` ' . • . D •,� 7'-4•'u tne m�r:mum Typu @�TM 1 6"of tM zlone St�a11 ne 0 • �• •� • s S�d�.dk�Meo � oQ Q�wteG�n nccorConce riln setl:an 0 � O � .�1- - � reOWrem�r4 b ���� ♦ , / /�D / � `I �.. ( Mi w iU+out Duller ahip) xhiers o 12:1 sloa� NOTE$: i � 4iB.09.�Ktp nat t�e pothon Delor tM iop 6"may be cnoxeE.�tn i:ne r'w�er�ot P p�a (/•QI• • O �� �� . ��Y 6 •D o99'9d � DO � • �'d.�,-2 7��{^ Cu�b romD W De clop A-3 Goncrek rith e wed t a firisR I ' � .P . � . . a CG-6 . _c���' Romp sMll nd e.cea0 u moximum slope d 72:1. . �� � /� Rip Rep F�d�r GWn fbCdinq b ee xatalleA unOm a11 aos�on cm:ra srone m aa.�.aenca / r-8.33•No:. '1"— � n (�t yilh fM sMc�fKations. a • � ♦ . . , . :4••• , � i {; /; /� 1`�� �..=+. }`� (% - S� • � �\ � � � \ \ ' •• . ' � � tne Eny�n er�Tne we b De 0 oviOeE d ir4ersections whers•tr ond DY / � � y • . . , �yo� rp.DropoteE a no�exislerR. � � ��`7 L' �. 9 p � \ • occess�Dk rou�c�ritnin ttie rghl-d-rq p o high.oy ixilily crosses o •� A�o Raa . , . • SECTION A—A This item mo be d�ec�ee p a�ttE.n.uw�ae.ox��:..��� p•• They mq De dlset kom peEeatripn cron.0lks os s�wY+n m D�s M os HALF PLAN HALF P�AN F�iro�Cblh •, • ' • p ecost or cost in ploce. � ^Y°r i� eeaa�,q Y r ^v��er.�u u�o�a rwe ee aca�e an��d Kn,ck�v i��+es. � TYPE A TYPE 8 , r Exiatirq 1qlt DoNs.fae onu.aop i�was.etc..iu oho anect WxemeK. SECTION B-B ' D d ' , 5i euro�omps will W meo�vs0 on0 pa0 f�the conVocl unit prices 7L•. tor E�pose0 oqq�eyeAe fiderolk.comDNte-�Mplate. � ope lT:t Mo.imum Curb/curb aW quesr tlope vmuA�ona od� M to cu.b rom s ne�nclWed . . in DeY^�e'R for curD/curG onO quller. � � . i , • ' wne�usre in conjunclion.dh Slentlora CG-S w CG-7.tne curb Ixe on '�, ( . • . • . o.o.o.o.-..o.o � -. y�5�pqprtl�s b Ds oOjuMaO b mak�Me mountaDk CurD corfquralion. . #Ust Typcd Section slar�on plons a namal f�d� sbpt.Oo�twn r�df�,anC d�DM 0 TrsdmeN whan ridh d si0e.olk a s�de.Nk spxe a�eu tMn 7'_I•' O o��,�.�,a���� o.�a,�,.a q.o�,a. GOMPAG��17 2V6G DE RQ . SECTION B—B �u ��.' • ' �Access�Dk roule o Osfirotl m o con6nuous unoDstrucyed,sleD�s.�m orq � � • � � sliD rssiMonl DaM connectirq ou xcessiok NemerRs d o txilily Mot cvn Limits d E�wosed oqqreqale s�derdk De approotMG.enleraE end uyed py pereons witn mopility impmrmerys. SPECIFICATION . CG�6 • ' ' ��� S • REFERENCE STONE FOR EROSION CONTROL • . ' • � G CURB RAMP 303 258 VIRGINIA OE,PARTMENT � � � ' (PERSONS WITH MOBILITI' IMPAIRMENTS) soz T • VIRC�N DEPMTN[M OF TR�NSPOR7ATqN � 418 TRANSPORTATION �14.OI � BG • 203.09 . �8:�a �� : �. , •' ' r � � : STONE FOR EROSION CONTROL � � . � � CURB RAMP `- U 10.0 � � � . � � 3_.0 - o� . . . Not to Scale � � Not to Scale �� � _BASKETBALL COURT PAVING AND EDGING w / � �■_O Not to Scale � � � • � • YAVEI'1�1'1"f I"W1�Wh1b5 �C. V J � � Q � . , Q ' . 3 • c�-e HAtiD1GAP PAgKtPt(� . � � � � z '�'(tt�t.T'(P.FOR� : � � NOTE i YEDOINO THICXNtS� �,�µ�AYc� , ' � �• � REGUIRENENTi iMOwN ARE J • � � MINIMUM ANO SMAIL �E � �� • : v � � u�tr '��� _ SPECIFICALLY DETERNIN[D � � :':`.�i;:�.�.''::!•.. 2„ BY THE COHSULTANT fOR , � :.. THE 901L CONOITIOMS, �JRA7M�D . � . .;��•��. �='�. �INI�>+-! • . .. '��.:;. . _ . ,:: � � + ` � s.-. I , . � � I �' � ' - -- —� h `/d�t�., q �— ~ • w .:.. i PIPE DIAMETER WIYT� Yl11 l✓✓���� `VAN • �--a'--i � � .. ��� !, PLUS 9� . r � � _ �.�; --- FINlSN C�l�,4DE � . . � ' r `` � �/ v ! � .�•�: —� SG. � �:.. :i.'.� {�i�. �� � a '.�� . . � j/q"• !� 5L01'E—y- _ � ' ' ' • �`� :a. '° � ; I � �II �UUII :': :�• '•:'' .: .: ''� � Z NOTE� �•� • ' 2r .. �(� ..►::<. �o. .. :►'• �.:::� .>• :o;.•. :o:. •'>•. , • :. . ,� • •!' '• ,' '!� ' 4 CD C :;• c . • . , ;� a• �:.� .:. �,' . ::� :;'. :. :��, '� "WEDG LAK TYPE RUBB N .��.�DO � :,V•'••' 'v•'•• '..p• :V. . •'•r''. _� T • . _ '•t.'. .�:: :�. ..�.�. TME CONSULTANT WILL ER COATED I ` — '' .�•� � TG' . , • '. �.:'.'-:�, .,•�' , '. ..•:'•,'.�'• r- � i DETERMWE WHETHER STEEI STEPS OR APPAOVED EOUA� F� ,HIIsH AIR _� o.� �•; ., . �o�' ,�� . ,o.•'� '.�" IIII-- . . "���'::'.�.:.:• .. .�'. ,':�.:..i� : •!'��..i�.:�:;•".: � S ' CAST IN PLACE. ENTI�AIAIME� �. Cb • �, p e . • �e Oe_(� , , •:;:�:.:• .�::•.:�.: . . . :��.:. . • •:.: � �.� L O MANHOLES SHALL HAVE • O e o o .. . . . ,.•a.: :.�'. •.•,:; •, . •,• '•.;•..:•,•,'..• ; o� o gQo p� :a'':.�.:.i•. . . . �. ...,• : .. ,.•.•. QI' �pC'f �'�•° ';�• :i'�•': . _— TM botlom oi tM wrb ond r 1 ' + , qu11K mny b�tonstrutt�d v � ( ) EXTENDED OR NON- _.I��II� � WV�—I� III�I�IU O� �IIIII�c4I I�� parollel to tM sbp�ot wb- �•/ All JOINTS,LIFT HOLES, INLETS, ., _ '----'- 1 i[XTENDED BASE3. _ � � ( _ ��r 2,_�� surfac� eoun�s pro�ided o � OUTLETS TO BE SEALE� a C►ROUTED 4 v��`' _ ,� minimum d�pth of T is � INSIDE � OUT �� mainloimd. � r�aME 9 COVER STREET GdMPA�G'iED SU�RAt�E �SEE FIG. S 1 D i S URFACE ��s ��oy ba e�crc� �'! PRECAST REINFORCEO CONCRETE HANDICAP STRIPING AND SIGNAGE ottneootionoftMeontroctor W W , 12�IN NON PAVED :::�:• � � W � , � AREAS .� ::;;!;:;':�:�; SECTIONS r/O� R�NG SEALS. % ■ Not to Scale This eurb is tobe uudwMn � desiqn spe�d is 40 MPM or lass � O � . 1=0"maa 'i. �t. ... ' esa i�d�vs oped urDan 8 s burbon ��300'a kss donq tou d�arb)slw4 � _� :...:. , � �`� 2�°� ,��'' � CONCRETE SIDEWALK oroos. Depobfwosrodaleombnotioocwp9 � _ � ,Q ..:' •. t ... ..... quttar. � Not to Scale J ■ Th[s a.m moy be prseost«eost in qoe.. � ; .�`�'. BRICK DAM 3�-0"min. ':::' 1�2 PIPE DIA. i , -- TYPE B TYP. (2) TYPE A C«�n�e to be Gass A3if eat 1n pla�, � � W . 400Q PSI M pncost .r' � ._ ._. . ._. �.___. � . ,,,I - -��-�— � . . �:.� THE DROP CONNECTtON SMA�L EE � � ... � I�L' � '•'�� �2•mi� •:: ONE OF TME FOLLOWING° • � `. r n - 16�nw� .:.. �. DUCTIIE IRON PIPE (CLA3�50) 12� � ' :,:�`v i!� �. EKC. PIPE BACKFILLED IN •� � REFERENCEN COMBINATION 6" CURB 8c GUTTER v / � Q �: •�'• LAYERS 8� COMPACTED 8Y RESTRICTED RESTRICTED ,•�. 105 VIRGINIA DEPARTMENT 1� ' •'; MAN� TAMPERS. � �Z �� � ���� PA R K I N G � PA R K I N G TRANSPORTATION Zo�o3 '" � � Job No.= I .��� � + 96-30 , ., " 6" CURB AND GUTTER VARIES ;.. 12�m�n.� 12�mut '.�� � /3 REBARS E.W. 3/4 DIA.OF � � MINIMUM ELEVATION DIFFERENCE � ` ACROSS M.H. FROM INLET TO OUTLET «� � 2�� � LARGEST �:• • � �u �F l PIPE IN . :;.: ,•. :•.' ' ,;� SNALL BE 0.20 FEET � NOt tO SCAIe r' . MANNOIE•� �:�':.:,�;:. '.:': - Il .i Y! :�'': � �'" '�-�:-�. . •�:••-�-•-:-•: :�.••.:•. .. A FlLLETED INVERT'FOR A SMOOTH ' 3� ����� TRANSITION OF FLOW BETWEEN a f 12" '� :� �'�':�i�;•• ': 'a":; " '•'•:.,'''•; . ��' � ': • tr!�::•�'.�•� +�'••..., •.• i � � .•'...'';:':� � ;�.•'':'�:�'::'•';;:%'::.::: INLET d WTLET PIPE SHALL BE � i �7%: S` r:F e 4 0 ' S"'�� PROVIDED. - w_ii .r:r✓,r'/%�'SH/=A=/ •: 1� �� -. . 3/8� RADIUS • 1 1/2� C STABLE UNDISTURBED MIN. 6�� BEDDINO •/N0.68 STONE FOR N3 REe�a IN.EACH � �r o CG_2 FIZ.4NK D. C �TR. � SiEP NOSING � �' � � ' CERTIFI E N0. SOIL. UNSTABLE SOIL OR UNDERCUT CONDITIONS. • 3 F 2'-0' � � - d� „d 77 �'V Nact�Ri6HrSiF�► � YAO�� ��,�V STEP NOSING DETAIL CHEEKWALL DETAIL P.rzao►., vou�rs B ETW E E N VA N ro�err-C•' t,e�r S I G N S O N LY s's �� <iI bN ryaROW vovvrs ro uiv�i� - I�NAi. � TYPICAL MANHOLE W/ DROP CONNECTION . . � Not to Scale � Date� 2� BLACK IRON PIPE. TW, L4.� 11.11.96 PRIiAE k PAIN1 TO MAiCH EXIST. RGV�SIOfl= SEI IN HYDRAULIC CEMENT 2� o .. . . T I 1'-3�. TYP. \ :d:' .,. I . N � _ : .:.:a: O ��� � ;a �° 5- RADIUS, TW. � Concr�N tob• Clast A3 ff �'��•� 3-11-9'� cast in ploce,4000 PSI if .'a•'•.'':.:e• ',_3� � pneosf. � •' a.' ' Surface . k ��'' ''G •' . � El(PANSION JOINT L�X�-1.' 1rR�AT�D • �6':�:�:o�• � • - � BRUSH FwISHED CONG. WODD PASr,TYP '� �' B°N a n/� - , � �oi SLOPED TO DRAIN • .. . • 12" M7DE CONC. CHEEKWALL y;Q:;4'n::- Y2 �G�l :'I'�I��� : • / � �� '�{��I �I���� .• •o�:�.e; TT�isiNmmayDepncastoreastinplae�. � a R�.a�. I . n,/�� �A ����, -T" 'i \ R3 REBARS 12" O.C. E.W. .•.:.:.p•.•-: 4IZ V/�\�Z —II I—I I I • � , ` •�O 'o' • CHAMFER EDCES 1I2'. 7YP. _.l` . ' I .' �I � �^.� {� � 7 . ���-� e ° • 1 —I� "'v ` \e\ - ^11 � � • I I I F�" • � $YDbO{Q e O� [�� � ° � � � � ' —I I b � i_� a � •i' _ - •� W; o�' ° _ '�� 1 i•'�v '� \ � _"_ .� � _ d � � — Z � � CRUSHED STONE � I I—I I I—fLc:�•� I ''�-+ �qi��vcS�, 4t�T��o "" �• •/• � r�1 2'Reaias 6• � N I I I—I I I_ 4• P d��o v P�e d�p � �::'. � l0 ZI-A GRAVEt� — ��'' GoNGRET� •• '. � m T�+u curD a lo W uwd wAen desipn speed o � • `� , , o � o o • ' o - I �e I����I I�I I— �TlN6 ' , •p''' . �,� i:� n 40 MPM a Nu on Rural Ai hw s ond NWe: Cub � V Y Aovn9 o rodw o}300 f t v 4ss °p ' • ° • - — 1 I- � �' • . . ' r..�� : s�noo. 45 MPH or I�u in O�wloDad urbon ond (�9 �e of a►b)will be poid for os rodial (= I-==I (I{�IJIII= =Illl..--Iltl � �� t'-0" _ , ;• oe g �.:.... ...:... suDurban ar�os. axD. _I _ _ I_ —' CAA�IPACT�D SU�G� a � ::�e.. ; (II�=1 II� IIIIL�.(I CO�.�PACTED SUBGRADE •.. -�'.�.., . *The depth of CuEmoy b�ndueadosmud�ot 8� _ � 4 ••' �' ' � ,� �,•� :::.;^.__ p5"d�tNa inerws�d os m�+eA os�'(21"aP�W _ o '�:: ::,.,.�.. in pd�r tlwt tM bottan of eurb will eanciN � W3 REBARS 12" O.C. E.W. p W�,nA`SHED _ ` I � a DOWEL N3 REBARS 12� O.C. / D w0eo+� with Nr 1Dp Of 0 CoutN Of tAe powmsnt � CiBQ. 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BENCH MARK � CqT O i \ � �, � �. I F DRAINAGE DIVIDES � � � •Q � � ��C�� / / DI GRATE 40"X34" CHARLOTTESVILLE INVESTMENT INLET CHISLED "X" BONNET BOLT � \ F� p� Q,Q '�' o� i \ �" v��� ���� / TOP=658.02 � PROPERTIES TOP= 647.15 ELEV.=646.82 M.S.L. �� B�� � / �o P P D.B. 860, PG. 568 � C � ' � \ <G ' / / 54.8 �S /� � / INV.=655.0 �NV.=642.9 OUT � e S�� R%� � Sheet No.= � (� 5 .�' / . C 7. O V SHT. 13 OF 2I ��". g_ ZS" 9� _ �a . STORM ROUTING - 2 Year STORM ROUTING - 10 Year • Post Develoriment Condition (pipe #1l � Post Develovment Condition (pi�e #.11 . STORM ROUTING SUMMARY ---------- � ------- -------------- � ,� �i�,��,,,,,�*,,,,,,,,�*,*,,.*,,.,,,+,,**,,,**.��,t,.**.*,�...*...*..�...��.... •i��R�F�Af1A1��*�#it��Y#�ttiAAb�*AAAA��lAi*M�i#.t►�t�Mid*kAAA#MirA*A4RAJtieAi��i4►tA*Mi4 Skyline Court on Lewis Mountain �F * ROUT VERSION 5.4 *• PROJECT: PIPE /1, 2yt' STORM *• DATE: 11/7/1996• • ROUT YERSZON 5.4 *• PROJECT: PZPE /1� l0yr STOI2M •+ DATE: 11/7/1996• , . ��� �+� - R���4**##*!***�#*#A*#tAt*�Y*A1Yt#*R##f�1**Aik*lA+k**i�it*#trtik***#*►**At}�kA***ffA*i4Af#f' #At*##*R*#**AR*Rt�k**fA*t#ARt*RA**A!*�**##*Rt1tt#*dArtR#�FARiFA*AiRkAlAR#iA#*itiYi4tk - • _ .._ ����f�� (Types: l:weir; 2:Pipe; ]:Riser) structure � � � Albemarle County� VIfC�I(lla ', ----------'- , (Types: 1:Weir; 2:Pipe; ]:Riserj Structure 1 �: Type �: Riser TH COX GOMPANY weir: 2: Elevation (ft) o.o0 1: Type � Riser PEAK FLOWS �: Length (ft) o.00 weir: 2: Elevatfon (Ptj O.00 . Qredevelor�ment Condition: P+mrs�u's •GMI Engheers 4: CoePficient o.00 �: Lenqth �rt� o.00 STORMWATER MANAGEMENT CALCULATIONS Riser: 5: Elevation (Pt) 104.70 4: Coefficient 0.00 L�� ��`� 6: Diameter (in) 18.00 Riser: 5: Elevation (ft) 104.70 7: orifice Elevation (ft) 100.00 6: Diameter (in) 18.00 8: Orifice Dfameter (in) 4.00 7: Orifice Elevation (ft) 100.0o y p 2291'�ZaC804�245 7131 9: oritice Elevatton (tt) o.00 e: orifice �iameter (in) 4.0o PEAK FLOWS 2 ear eak flow : $.04 efs Gharbttasv • Vtghla I l0: Oritice Diameter (in) 0.00 9: Orifice Elevation (ft) 0.00 . � 10. Orifice Diameter c��� o.00 Predevelopment Condition (on sitel 10 ear eak flow . 10.56 cfs i 11: Orifice Elevation (ft) 0.00 . 12: Orifice Diameter (in) 0.00 11: orifice Elevation (ft) 0.00 � Y Pipe: 1�: Invert Elevation (ft) 100.00 12: Orifice Diameter (in) 0.00 14: Diameter (in 15.00 Pipe: 1�: Invert Elevation (ft) 100.00 • 1 15: orifice Diameter (in) 15.00 14: Diameter (in) 15.0o Area Number C Area (dC� CA , 16: Length (ft) 100.00 15: Orifice Diameter (in) 15.00 17: Manninq's n 0.013 16: Length (ft) 100.00 . • is: slope (ft/ft) o.oso i�: Manning's n o.oi� 1 0 300 4 960 1 488 PEAK FLOWS (combinedl 19: Entrance Loss Coefficient 0.5 18: Slope (ft/ft) 0.050 _______________ ____� _____�___ _----:___ Post Development Condition: Surface: 20: Initial Elevation (ft) 100.00 19: Entrance Loss Coefficient 0.5 • surface: 20: Znitial Elevation (rt) �oo.00 Weighted Totals: 0.300 4 960 1 488 , . Storage Pipe Characteristics: Downstream Invert Elevation (ft) : 100.20 Storaga Pipe Characteristics: Downstream Invert Elevation (ft) : 100.20 � Downstream Manhole Area (sq ft) : 20.00 z Upstream Invert Elevation (ft) : 100.70 Downstream Manhole Area (sq ft) : 20.00 Time Of concentration= 5 min _ upstream Manhole Area (sq ft) • 2a.00 upstream Znvert Elevation (tt) : �oo.�0 2 year pea k flow : 6.8 5 cfs Upstream Manhole Area s ft 24.00 Pipe Diameter (in) : 60.00 � q � ' (in) : GO.00 Period Intensity Peak Flow �oo.oo Pipe Diameter 10 ear eak flow : 8.73 cfs Length �ft� : Length �ft� : ioo.00 (years) (in/hr) (cfs) Y P ____-__ ____:--__ _____:___ Control: RW a Riser acting as a weir � � control: Rw - Riser actinq as a weir ' 2 5 4 0 8 0 4 � no a Riser acting as an orif��e Ro � Riser actinq as an orifice 5 6.35 9.45 In summary, the combination of underground stormwater detention pipes z PI � tiorizontal pipe in inlet control PI - Horizontal pipe in inlet control 10 7. 1Q 10.56 ' Po � llorizontal pipe in o�tiet control PO a tiorizontal pipe in o�tiet control reduces post development stormwater runoff rates for the two- and ten year g 25 s. 00 11.90 storm occurrence intervals be%w those experienced prior to development, � Time Inflow Riser Total �lev Stora e Time Inflow Riser Total Elev Storage 5 0 $.9 0 1 3 . 2 4 (min) (cfs) (cfs) (cfs) (ft) (cu ftj (min) (cfs} (cfs} (cfs) (ft) (cu ft) 100 9. 6� 14.28 thus satisfiying requirements for on-site stormwater management. ----------------------------------------------------- ����.��������i���.����.�����.w���.������������������������ 0�0 ��0� ��0 ��0� 10 Q�0 0 0��Q ��0 �.0� Q�0 Q�Q� 1�0 r Q 0 0.�Q • 1.0 O.GB 0.2 0.22 100.46 12 95 1.0 0.90 0.2 0.24 100.52 19.53 • 2.0 1.76 0.3 0.J0 100.7� 58.3� 2,0 1.79 0.3 O.�Z 100.81 81.91 PEAK FLOWS 3.0 2.04 0.4 0.�7 101.00 142.71 �,0 2.69 0.4 p.41 101.14 196.54 � 4.0 2.72 0.4 0.45 101.11 262.26 4.0 3.58 0.5 0.50 101.53 158.40 Post Development Condition (on site area not detainedl 5.0 3.40 0.5 0.53 101.65 417.55 5.0 4.48 0.6 0.59 101.96 567.99 • 6.0 ].0 0 0.6 0.59 101.98 57 G.�0 DfiNNAC�E RUNOFF RNNFALL TIME OF R U N O F F 6.0 1.94 0.7 0.67 102.�7 777,67 7.0 2.59 0.6 0.64 102.23 702.66 • TYPE TYPE AREA COffF. c x A INTENSITY CON�ENT. INC7tEM ACNM PIPEDIA AOPE IILLOW. �.o s.ao o.� o.�� io2.�o 9sa.9i Area Number C Area (ac) CA � 8.0 2.18 0.7 0.6f3 102.42 804.19 p,0 2.II7 O.ts 0.70 102.97 1,099.72 FROM TO STRUC7URE PIPE (AC3tE� C INCREM AGCUM iip m/hr T� min Qio cfs Qio cis D �n S % n Q cis � -___--_____ -____ _----___� _____-_-_ 9.0 1.77 0.7 0.70 102.56 880.G7 9,0 2.]] 0.8 o.IIi lOs.17 1 210.50 5 fi-om bulding io.o i.�� o.� o.�z io2.G6 932.03 io.o i.ao o.s o.sa io3.a1 i,2sa.o1 1 0. 320 3. 140 1. 005 RCPCLN 0.24 0.90 0.22 0.22 7.10 S 1.53 1.53 12 2.00 0.013 5.05 U 11.0 0.9G Q.7 0.73 102.71 958.32 11.0 1.26 0.9 0.85 107.40 1,3�1.]8 - ----- ---- - 4 DI-7 ______________ _-_-_ --______ �� 12.0 0.55 0.7 0.73 102.71 959.78 12.0 0.72 0.9 0.85 107.41 1 339.G9 � l�.o o.ia o.� o.�z ioz.G6 9]5.92 l�.o o.i9 o.s o.as io�.3� i,si�.z� Weighted Totals: 0. 320 3 . 140 1. 005 4 DI-7 r1/ CMP 0.14 0.65 0.09 0.31 7.10 S 0.65 2.18 48 0.50 OA13 101.85 � Time of concentration= 5 min 3 MH-I � STORM ROUTING - 2 Year STORM ROUTING - 10 Year , 3 MH-� r n Post Develoament Condition (pipe �.21 Post Development Condition (pipe #2} Period Intensity Peak Flow RCP CL N 0.00 0.00 0.00 0.31 7.10 S 0.00 2.18 15 2•� 0.013 23.44 v � ears lri hr Cf S 3A MH-I '0.72 cfs ma�dmum rclease from deterrt. ' � Q � ___ __. _ --- �Y ) � � I ) � ) 3A MH-I *t*#*#*#di#***#i***k##+k*********i�*****#***##**##*k*�1*#+t**1�*+F*k*i********i****# *i**1rt***#********rF***A***************#**irt*i#**ikiR*********#******###*i}�y**k* �" • ROUT VERSION 5.4 ** PROJ�CT: PIPE J2, 2yr STORM �+ DATE: 11/7/199G* • ROUT VEl2SION 5.4 *• PROJECT: PIP� fz, l0yr STORM •• DATE: 11/7/19�G� -�------ --------- --------� RCPCLN �.� �.� 0.� �.6� 1.�� $ �.� �,�1 �$ �2.� �.0�3 �3.� ..*#�**...�.**.****..*,.*.*.�..�***.**��.*.....****..*.*******�**.***.*��.*�*.# .*.*...**.*�..*,.##*�.****.******.**.******#..��.****,...*�**.****�*..*.#«**.... 2 5.4 0 5.4 3 2 DI-3B � (Types: 1:Weir; 2:Pipe; 3:Riser) Structure_1 (Types: 1:Weir; 2:Pipe; �:Riser) Structure 1 �J 6.3 5 6.3 8 2 DI-38 • � � • ----------- 10 7. 10 7.13 RCP CL N 0.16 0.40 0.06 0.68 7.10 5 0.45 ¢.�. � 15 7.10 0.013 17.26 � 1: Type 9: Riser I MH-I � i: Type �: Riser � Weir: 2: Elevation (ft) o.o0 25 8. 00 8. 04 I MH-I O � Weir: 2: Elevation (ft) o.o0 3: Length (ft) 0.00 50 8.90 8.94 Ex.RCP 0.00 0.00 0.00 0.98 7,10 S 0.00 a,�"� 15 10.69 0.013 '�d0•�'� N �: Length (ft) o.00 a: Coefficient o.o0 100 9. 60 . 9. 65 Ex.A ExDI LL � 4: Coefficient 0.00 Riser: 5: Elevation (ft) 101.50 ' Riser: 5: Elevation (ft) 103.50 6: Diameter (in) 18.00 � 6: Diameter (in) lE.00 7: orifice �levation (ft) 100.00 10 DI-3A � � 7: orifice Elevation (ft) 100.0o s: orifice Diameter (in) 4.00 •. , RCPCIN 0.26 0.65 0.17 0.17 7,10 5 1.20 1.20 12 I.00 O.Ot3 3.57 ^ 8: OriPice Diameter (in) 4.00 9: Orifice Elevation (ft) O.UO PEAK FLOWS 9 DI-3A ^/ r n � 9: Orifice Elevation (ft) 0.00 10: Orifice Diameter (in) 0.00 • 9 DI-3A � V � , �o: oriPice Diameter ��n� o.00 ��: Orifice Elevation �ft� o.00 Post Develociment Condition (on site area detained in iae #1) �. 11: oriPice Elevation (ft) o.oo �- RCP CL N 0.08 0.68 0.05 OZ2 7.10 5 0.39 1.59 I S 13.51 0.013 23.81 � 12: OriPice Diameter (in) 0.00 12: Orifice Diameter (in) 0.00 _---_ 8 DI-3B � � � Pipe: 1�: Invert Elevation (ft) 100.20 Pipe: 1�: Invert Elevation �ft� ioo.zo ia: Diameter �in� �s.00 Area Number C Area (ac) CA 8 DI-3B 14: Diameter (in) 15.00 . . CMP 0.07 0.63 0.04 0.27 7.10 5 0.31 1.90 48 0.50 0.013 101.85 --------- ---- � .s� � 15. orif ice Diameter (in) 15.oo ----------- ----- 7 DI-3B '0.70 cfs mabmtun rrlease from deterrt. 15: OriPice Diameter {in) 15.00 1G• Length (ft) 100.00 �6: Length (ft) �oo.00 • 1 0 650 0 970 0 630 O 17: Manninq's n o.ol] 17: Manning's n o.013 • • _________ 7 DI-36 is: slope (Pt/Pt) ! 0.050 lII: Slope (ft/ft) 0.050 --------------- ----- --------- RCPCLN 0.06 0.60 0.04 0.30 7.10 5 0.26 2.15 IS 3.69 0.013 12.44 � 19: Entrance Loss CoefPicient 0.5 19: Entrance Loss CoefPicient 0.5 , Surface: 20: Initial Elevation (ftj 100.20 sureace: 20: �nitial �levation (ft) �00.2o Weighted Totals: 0. 650 0. 970 0. 630 I MH-I ' � r , v � Storage Pipe Characteristics: Downstream Invert Elevation (ftj : 100.20 = I$ (fOm bulding � Storage Pipe Characteristics: Downstream Invert Elevation (ft) : 100.20 Time Of concentration 5 min nownstream Manhole Area (sq ft) : zo.oo Downstream Manhole nrea (sq ft) : 20.oo RCP CL IV 0.24 0.90 0.22 0.22 7.10 S 1.53 1.53 12 2.00 0.013 S.OS ' • t Upstream Invert Elevation (ft) : 100.50 Upstream Invert Elevation (Pt) : 100.50 14 DI-3A � W � � � Upstream Manhole Area (sq ft) : 24.00 Period Intensit Peak FZOW � Upstream Manhole Area (sq ft) : 24.00 Y 14 D13P Pipe Diameter (in) • 48.00 Q I� � Pipe �iameter (in) : as.o0 (years) (in/hr) (CfS) RCPCLN 0.11 0.67 0.07 0.29 7.10 5 0.52 2.06 IS Q.Ob 0.013 � � Lenqth (Ptj : 60.00 Length (ft} : • 60.00 13 DI-7 �--_-__ _________ ____-_�-_ �,,,..." 2 5 4 0 3 4 0 I 3 DI-7 O � • control: RW = Riser acting as a weir CMP 0.09 0.90 0.08 0.37 7.10 5 0.58 2.63 60 0.50 0.013 184.66 � � • Control: RW � Riser acting as a wefr 5 6.35 4 . 00 RO e Riser acting as an orifice RO - Riser acting as an orifice PI a tlorizontal pipe in inlet control PZ � tlorizontal pipe in inlet control 25 $. 00 5. 04 12 12 MH-I PO = Ilorizontal pipe in outlet control PO � Ilorizontal pipe in outlet control � RCP CL N 0.00 0.00 0.00 0.56 7.I 0 5 0.00 4,('p2 I S 2.27 0.013 9.76 v Time Inflow Riser Total Elev Storage Time Intlow Rfser Total �lev Storaqe 5 0 $ .9 0 5. f i 1 .i.. � I I Ex.MH-I �0.85 cfs m�amum rekase from detertG ' (minj (cts) (cfs) (cts) (Pt) (cu Pt) (min) (cfs) (cfs) (cfs) (tt) (cu ft) 100 9 . 60 6. 05 ----------------------------------------------------- II Fx MH-I � ----------------------------------------------------- � o.o 0 00 0.0 0.00 100.20 0.0o Ex.RCP 0.00 0.00 0.00 0.91 7.10 S 0.00 ►2,�6 15 9.O1 0.0t3 19.44 � � o.o o.00 o.o o.00 �,o0 20 0.00 ' . Ex.0 Ex.MH-I 1.0 0.]5 0.2 PI 0.16 100.]7 5.86 1.0 0.4G 0.2 0.20 100.40 7.II5 2.0 0.70 0.] 0.25 100.5G 24.08 2.0 0.92 0.1 0.27 100.62 J4.G4 � Q �.0 1.05 0.� 0.71 100.77 G0.]7 7.0 1.76 0.1 0.]5 100.90 85.81 , 4.0 1.40 0.4 0.�8 101.02 11].72 4.0 1.87 0.4 0.4� 101.22 159.31 5.0 1.74 0.5 0.45 101.]2 182.85 5.0 2.29 0.5 0.51 lO1.G0 255.10 6.0 1.54 0.5 0.51 101.59 252.47 6.0 2.02 0.6 0.59 101.94 349.49 PEAK FLOWS ,1ob No.� 7.0 1.�3 0.6 0.55 101.78 304.74 7•0 1.74 O.G 0.64 102.21 425.84 a.o �.12 0.6 o.sa ioi.�z �a3.a� 8.0 1.47 0.7 o.�a io2.a2 aa4.14 Post Develoqment Condition lon site area detained in pioe #2) DRNNAGE FtUNOFF RNNFALL TIME OF R U N O F F 9 6-30 9.0 0.91 0.6 0.60 102.01 3G8.70 9.0 1.19 0.7 0.70 102.56 524.78 TYPE TYPE ARF� COEFF. C X A INTEfVSITY CONCF.NT. INCREM /�CUM PIPEDIA AOPE ALLOW. 10.0 0.70 0.6 0.61 102.05 380.79 10.0 0.92 0.7 0.72 102.64 545.91 11.0 O.A9 O.G 0.61 102.05 580.02 11.0 O.GS 0.7 0.72 102.G5 549.72 Area Number C Area �aC� CA FROM TO STRUCTURE PIPE (ACRE� C IIJC3�EM ACNM lip in/hr T� min Q�a cfs Qip c(s D m $ n Q Cfs 12.0 0.28 O.G O.GO 102.00 �GG.12 12.0 0.17 0.? 0.71 102.G1 5]7.16 r, 1].0 0.07 0.6 0.58 101.91 ]J9.54 . . . 1 Q.$rjQ 0.3$� 0. 323 �� OF Y 1�.0 0.10 0.7 O.G9 102.51 508.70 � f _______________ _�__� ��___:__� _____:_�� Welghted Totals: 0.850 0 380 0 323 u YardDr-ain STORM ROUTING - 2 Year STORM ROUTING - 10 Year 21 Y�D�n RCP CL N 0.07 0.45 0.03 0.03 7.10 S 0.22 0.22 � I2 I.00 0.013 3.57 FRANK D. COX, J � � Post Develooment Condition (pi�e �131 Post Development Condition (pi�� #31 Time of concentration= 5 min 2i YardD�n CERTIF ATE N - RCP CL N 0.06 0,45 0.03 0.06 7.10 S 0.19 0,42 12 (.10 0.013 3.91 •d 71 g w •�YiA�*#**rdr.�ii*ilFttk#A�1*iM*i**�F�F##�Y#i#+Y�kA.F***+tiA*#*�Y**fwir*it##MIr##*�Y#rftwxwrww •�t11*t#irtAy�4tlit*###****i*#**###�Ii#*itf***it*#*#**#**#fk#A#�*.Y####1r�Y#*RAd�.*t�*##iA ' • ROUT VERSION 5.4 +• PROJ�Cf: PIPE f7, 2yz' STORM •* DATE: 11/7/199G* + ROUT VERSION 5.4 *� PROJECT: PIPE 11, l0yr STORM •* DATE: 11/7/199G+ PerlOCl Intensity Peak FIOW �� YardDrain '�0� ��Cy #�i#***t###***�ki!##i*tA##tk*ikt#ii****�R*i**A�#**ik#*##**A**ki#f***A***�A*t**1�*#** t**�tAitR**1'�#***it**R*hA**#it�ik**RRR*A#t��tR*#*R#!#*R*�t**R�Y#I�i�tt#A�M�tt4#*kiki�iAitt# ZO YardDrain (years) (in/hr) (cfs) � ti (Types: l:weir; 2:Pipe; �:Riser) structure 1 (Types: �:weir; z:�ipe; ]:Risar) structure t ___ _____---- RCPCIN 0.07 0.45 0.03 0.09 7.10 5 0.22 0.64 12 I.10 0.013 3.75 ss,f �G ------- ------ ----------- ----------- 2 5.4 0 1.7 4 I 9 Yard Drain 0 N A L 1: Type �: Riset ' 1: Type �: Riser �9 YardDrain weir: z: Elevatian (Pt) o.00 weir: 2: Elevation (Pt) o.o0 5 6.35 2•05 RCPCLN 0.05 0.45 0.02 0.11 7.10 5 0.16 0.80 12 1.10 0.013 3.75 �: Length (ft) o.00 �: Length �rt� o.o0 10 7 . 10 2.29 �8 YardDrain Datet 11.1 �.96 4: Coefficient o.o0 4: coefficient o.o0 25 8. 00 2.58 18 YardDrain Riser: 5: Elevation (ft) 103.70 Riser: 5: Elevation (ft) 107.70 � 6: Diameter (inj 18.0o G: �iameter (in) 1s.00 RCPQN 0.02 0.45 0.01 0.12 7.10 5 0.06 0.86 IS 20.60 0.013 29.40 7: Orifice Elevation (ft) 100.00 7: oriPice Elevation (Pt) l00.00 5 0 8 . 9 0 2•8 7 8• Orifice Diameter (in) 4.00 II: Orifice Diameter (in) 4.00 1�� 9 . 6� 3 . 10 �� ��-� RCVI510f1j 17 DI-I 9: orifice Elevation (ft) o.o0 9: oriPice Elevation (tt) o.00 ' RCPCLN 0.08 0.40 0.03 0.15 7.10 5 0.23 1.09 IS 9.86 0.013 20.34 '3� ����, 10: Orifice Diameter (in) 0.00 10: Orifice Diameter (in) 0.00 16 DI-3A �/ Q p p 11: Orifice Elevation (ft) 0.00 11: OriPice Elevation (ft) 0.00 16 DI-3A I•V• 11 ` �� C�• 12: Orifice Diameter (in) 0.00 12: Orifice Diameter (in) 0.00 ' Pipe: i�: Invert Elevation (ft) loo.00 Pipe: 17: Invert Elevation (ft) loo.00 RCPCLN 0.04 0.80 0.03 0.19 7.10 S 0.23 1.32 IS 2.77 0.013 10.78 �4: oiameter (in) �5.00 �4: Diameter (in) �5.0o PEAK FLOWS �2 MH-I 7•1O•a� �E� �• 15: Orifice Diameter (in) 15.00 15: Oriffce Diametei (in) 15.00 . 16: Length (ft) 100.00 16: Length (ft) 100.00 f'ost Develo�ment Condition (on site area detained in oi�e �!3) 25 DI-7 17: Manning's n 0.013 17: Manning's n o.ois RCPQN 0.82 0.30 0.25 0.25 7.10 5 1.75 1.75 15 24.00 0.013 31.73 18: Slope (ft/ft} 0.050 1fS: Slope (tt/ft) •0.050 24 TrcnChDm. 19: Entrance Loss Coefficient 0.5 19: Entrance Loss Coefficient 0.5 24 TfenCh�T1. Surface: 20: Initial Elevation (ft) 100.00 SurPace: 20: Initial Elevation (ft) l00.00 Area Number C Area (ac) CA RCPCLN 0.23 0.46 0.11 0.35 7.10 5 0.75 2.50 IS 4.50 0.013 13.74 Storngo Pipe Cl�aracteristics: Dovnstrenm Invert Elevation (Pt) : 100.20 Storage Pipe Characteristics: Downstream Invert Elevation (Pt) : 100.20 ----------- ----- _��------ --------- 13 MH-I Downstream Manhole Area (sq tt) : 20.00 Downstream Manhole Area (sq ft) : 20.00 �3 MH-I Upstream Invert Elevation (ft) : 100.50 Upstream Invert Elevation (ftj : 100.50 1 � 0. 660 0.47� 0.31� upstream Manhole Area (sq ft) : 2a.oo Upstream Manhole Area (sq ft) : 24,oo --------------- ----- --------- --------- �' �MH_' Ex.RCP 0.00 0.00 0.00 0.35 7.10 5 0.00 7.14 IS 18.70 0.013 28.01 Pipe Diameter (in) : 4B•D0 Pipe Diameter (in) : 48.00 Length �ft�• �o.00 Length �fc� : 60.0o Weighted Totals: 0. 660 0.470 0. 310 • 28 Yard Drain control� RW � Riser actinq as a weir eontrol: RW @ ltiser acting as a weir T1I11@ Of eoneentration= 5 It11I1 RCPCLN 0.20 0.30 0.06 0.06 7.10 S 0.43 0.43 12 6.25 0.013 8.93 . RO � Riser actinq as an orifice RO � Riser acting as an orifice 27 Yard Drain PI - t�orizontal pipe in inlet control PI � t�orizontal pipe in inlet control Period Intensity Peak F10W 27 YardDrain PO � tlorizontal pipe in outlet control PO a tlorizontal pipe in outlet control , (years) (in/hr) �CfS� RCPCLN. 0.83 030 0.25 0.31 7.10 S 1.77 2.19 15 (5.� 0.013 2515 rn Time Inflow Riser Total Elev Storage Time Inflow Riser Total Elev Storage 3A MH-I � (min) (cfs) (cfs) {cfsj (ft) (cu ft) (min)__ (cfs) (cfs) (cfs) (ft) (cu ft) 2M 5 40 �B �JGD�G __ ______ � 6$ �.o►a AS NOTED ------------------------------------------------- ---------------------------------------- 0 0 0 0.00 0.0 0.00 100.00 0.00 0.0 0.00 0.0 0.00 100.00 0.00 5 6. 35 1.97 Ex.RCP 0.41 0.65 0.27 0.27 7.10 1.89 1.89 I 10.33 0.0 20.82 1.0 0.34 0.2 0.16 100.]5 4.74 1.0 0.44 0.2 0.19 100.�9 7.32 EX.A Ex.MH-I u z.o o.b� 0.2 o.zs ioo.sa 2i.6� z.o o.as o.� o.z� ioo.ci 3z.�z 1 0 7. 1 0 2.2 0 � _ o �.o i.o i o.� o.3 i i o o.�5 5 6.z a �.o i.3 2 0.� o.�a i o o.e a a i.a� 2 5 8 . 0 0 2.4 8 -^-r'�'-----.. .._,.._._.�,,,�- ---`�---�.� "~,,.--�....__---..�--.---�.. ,..r....._.._..----..�_-•-.. , .__-� .� ,._.� -- a.o i.3a o.a o.�� ioo.�9 io�.�o a.o 1.�6 a.4 o.as ioi.iv isi.s3 50 8. 90 2.76 ( �� Ex.DI-7 � Sheet Tltle� a, s.o i.cs o.a o.aa ioi.zs i7�.oi 5.o z.2o 0.5 0.5o ioi.ss zaz.9s Ex.RCP 0.82 0.90 0.74 0.74 7.10 5 5.24 5.24 15 18.70 0.013 28.01 ^ G.0 1.47 0.5 0.50 101.54 279.�5 6.0 1.94 0.6 0.57 101.88 ]32.57 10� 9. 60 2•98 • �` 23 MH-i . 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TYP, --- - _ �E��F��, . ,�','� v� / � �� `_" / � � Tl�RMWATER S UCTURES 96-30 ; - � C, rn \ �' �LE-�- i ------..�_ � �. [� . _--� —�_ \� - - \ .� �,� _ _ -� � G, \ �_ � a �, �, � � _ _ � , � � ( I.- N � rt ��5e--- -- � � �MUST TEMPORAR LY �,\ �-�,� �� �-. _� � - — — -1 � AS �1C1` �RI�tNG AR A _ --�— -� � � � � !� � � �' �_ , ,� %° ; - , • 'NNER� T�IL �1� �11 SUCH TIME �,tiyTH OF tll , . . �� , r � C' -,-�� -� - _� � � _ �� �-- -- _ 6 DI-3A \ �_ \ __ .� _ _ o_, � I � � ' / �� D� A _ _ h / QNI OFF�Sh�A �1+��111� ONGER � �,� ;, s ,> � `� Di- �� _____ ____ _ � ---� ' � , ., � `°�\,, l �� J v 8J� ��E� �zEJ TO CCESS, r �- '" 1 - 15 �/ ` �� "I 3 GRATE ' � �" 680_� ��"o`���,�., ��� � �� _ � , ��-, `�, . - — � I�, � TYPE �1�-- -- , � �� PVMT � � _ i � , � I , � „ �' �, T 10 ,.�,UTILITI DRAIN GE �� �- � � , . -, , . � - i T'r P. i--38� j i P E � FR�lTK D. C X, �iR . , , � ., , � �.\ � ��'� 'O '�-� � \v � \� � /1 \ �\ � �,� _ _ - --_ � _ — -. - �,' \ � O � � 4 \� I t � CERTIF ATE N0. �, : -� _ -�_ _ � S T � � �� ��� \ \ 1� \Z — ` ST WA S A PI E N0.1 — - - — - ; Cp G � O �� W � J i �O _ _ � 71 y �W ?r�-�a%n r.r _ ` � _ ...�:� "� _ _ � FIR B� . � _ - _ / o � % ~ � � v ` �S . , , \ , , � .��.. . ..w_ �w: . ' .. � , . . . °" -� .:_ . 1-� � A ' �v �n� ~ �-I-n \ � -- - - __ _ � ss� _ . — -- - 7 � _ �„�.�"' . / _ � \_ , � � � _� `,-� / SI�N L . . , , _ _ � � A. _ � ' r, ; -- ���-- _ _-�-,- E � , . _ o , _ _ , � o � TOP 0 I � / \� � � +� � \ , _ . _.___6 » p % � � � g`�� .� , o00 > EMB�K=651.75�' � `� � Date= � `' �' '--- \'` '` �� 6 — Z � �\ \ �~ ' � � �- , i � P�OPOSED TRE LIIyE� T � � / - � � �� � J �0 � �i � ��.11.96 � `r- ---.� �� �\ � � � P��- - _ �� ��� - - " � �, P• � �, , , 1 ,ST �, �� .�� � o b� , / � �� , / Revision= � � -�-` --� �-!�C \ S.�p� _ _ ,;Z 'J • � -'" � � � � � � � � � , O � � Q. 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N�TO TI#E � / I EM ° 0 4.(3.�5 � — ,� / nSILT TRAP UNTIL,C�UGH�( �o o� . � �( 7.8.97 PER C0. � � — � ` � '\ 6�6 00 �p.4 � �� K� R T Ur-='v'v�Y _.— - i i / ____ OTHAT IT IS NO LQD1C3�f� °�,� � '"' ° 4 � � G I r���\v`�' ' ����- - � � / �' � ,=� � o o �`j��� 4�42 7.10.97 PER C0. � � ,-.. .�. _ � ; . . _ . \ � � c��� -�_ ,- I Nt�DE{� _ _ S . , :. . _ ,� , � . / _. ,� -� K��vi=e 7�. - ____ f , - � . � j���r�� � � C� -- - - I--- -� �� / \ 1 \Z;j�� \ - - - - � � l 6 � � % � -' � T�R � � �X � � INV=6o6. _ \ 618 � op ` _ — �� � � � i � / _ _ _ 6�__ -- �' _ _ � , , �.- o � ���.T l / �\� �=666.3 T H-1 � _ , � 6�6 G Gsp l ��\ -- ' — \ �- - - � -- � � � '� , / � � ,y ' �j, -_.'��-- � � j � � i � + o o � �''���'�0 — j. � � � t� -R rl� - � ^ I _ ��'S� �'-�\\�_ �S'�.� ,�.� ��-„�. _ �/ _ -- . - _ - o I �, /C .A. �� S .._- - ` �'�� -�. �✓rr ,U� - _ - _ .� � �- .- - �" -' ' " i `� � -�'� �-- -_. � __ ._._. --}- FF�� ,/�/T �. �=��..� -- _._-,r_ -� � � ' � � BOTTO =6 ' �'' �LN I���-0 ��,(' J / � \�_. � \ � �,� �� ANK=678.0 I tiF �, / ��,1� — �D I� __ _ , -- _ _. _. ��-�B - ` C E ����I�,��• ����"�'�\ , ' '- � ' -� -TOp OF j� � M ��. b, . 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ENY-�4taT 7020 p�� VI70T EG3, IN SW�u-� N0.2. 6�TO B" e�����.�ae ey man�r«��nr �TEREO w�TER 1s � T��,..,,��.,�o��oo<<o�.,.��.a � �^a�N•.=��.�.��_•���^�^. "' �� Install biode gradable Jute Mat in swale NO. 1. ,�� °"ER"� .: w in�ccoraanc�.iM 1M Tonufaelwa i ' �� Spl S�oWNiahon Mof ryp�A onA _�'~y� � wATER _- y� � � � �� neaw.na.ianlapnranan.aibxo�� rypaBv�robewocwrdouaw��n CORRECT METHODS OF TREE FENCING B, e 5�i"aie��iy Sur�P`rti �`Oti+�i'�t i sions. SEDWEM� � � � InaApprovp Moautls list � >. .�,. C. Plant with Kentucky-31 Tail Fescue. � OPENNCH CKSSLOT ��:�\�.��& � � �� � �iIIII 'y,. � \ti�� �:.{�. _�= �a�:�.- =�� . �,�,a-�� � -. S �\�'(� ,�\2 `` �f \ oRor rc��r � . .t '�Y�>1\ ��', } '�'� . ���� WIiM CRATE �. � ���2• ,�"ft.��\ .� ,�=�5� SEpuENT .< "i i .7 /'-•S�>`�.T�'-^''''rr\ { � • `� =�•' \ � SPECIFIC APPLICATION � � �' f� � . � �2}•f THIS 1{ETHOD OF INLET PRO?ECTION lS APPUCABLE 1YHERE ^ � .'"�' � +� �-► .�qa ( ; . e._.-... �,,;`;; '���..:. � � • `'+�� `��� � HEAVY FIAWS ARE E7CPECTED AND MlHERE AN OVERFLOW l ) SEDnVIENT TRAP SLT�vIMARY CHART � � � �/ L���+'� SWALE N0.1 SWALE NO. 2 CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING `% UPSTREAM AND DOWNSTREAM TERMINAL V OITCM ' � � Q = CIA Q = CIA AROUND THE STRUGTURE. DRY/WET WET DRY .� CORRECT TRUNK ARMORING � � �. STOR.AGE STORAGE STORAGE EXCAV. OUTLET S�eet l of 2 � r Q'O 0.3 x 7.5 x 0.82 Q = .3 X 7.�J 0.7� � GRAVEL SHAL,I. BE YDOT N3, /357 OR x5 COARSE ACGREGATE. i TRIANGULAR BOARD FENCE Q = 1.85 cfs l. I, c s ; TRAP AREA REQUIRED PROVIDED PROVIDED H Ho W DEPTH LENGTH PEc�F�cAT�oN REFERENCE SOIL STABILIZATION MAT INSTALLATION (�NK4MP•�[ 7020) NO. (AC) �CY) �CY, (CY) �FT> �FT> �FT) �FT) (FT> 607 VIRGINIA DFPARTMENT � � � ST-� �.s2 �02 �2� �s6 4 3 3 4 9 257 TRANSPORTATION 114.03 TP T�3EE PROTECTION SWALEDESIGNSUMMARY IP INLETPROTECTION = U .� STO�MWQT�� CONV�'fAN�E Not to sca�e - � �� ST-2 1.97 132 132 133 3.5 2.5 3 4 12 �Ci C'�'�`NN��' Not to Scale Number Max. Slope j%) Max. Velocitv_(Ft./Sec.) W D Capacity_ � � 1 2 � 6 0.75 7 cfs ' • ' � W � � 2 �. s o.s��� ST-3 0.37 25 29 35 3 2 2.5 3 4 199Z .29 J � ' � CONSTRUCTION OF A SILT FENCE G� � ST-4 0.08 5 9 7 1.75 0.75 2 � 2 4 �' - f � (WITH WIRE SUPPORT) z . . .. , . . . . . . . . . t. SET PO5T5�w0 EXGV�TE A a'%t' 2. ST�a�E wNtE FENCk+G i0 iK POSTS. � � �^� . . � •. . �� � ' . _ TREHCN U�SLOPE/�LOnC TtE LmE '/� � • ' .. . . . . . ' = OF PO5T5. `� v , (� Q - o� � �l�I��� T�� �I� �� ` �� . � . ���-�"��/���'� SCC STORMWATER CONVEYANCE CHANNEL _i � � . � � �` � -�� , � � ; RE' UIR�D FD�' SEDI�I�NT TAtiLE332-U _ ,- � � SIT'E SPECIFIC SEEDINC MIXTURES FOR PIGUMONT ARFr1 r�� � �-�-�'r..-i' Not to Scale � �-� � � _ i � �, w � �-� ..�'� �_�r-�'''` �,,,, � TR.�P �1178.��'VK�I..�N 1'�' ' Tota1 (1x. • -� ''f'� r.�i-���__��/.��� � � I�� � II�� � 11+ 1 . IIII �� r�n � � �''`/ /'`/ 777��� /'y ���ggg'''���/'� 7'� /'y Per Acre �, J"�-^..r^�/- .� ..--r + � V I � � ,/ / �����( / / ) �/'-� �/ �� �� . MI11IfTIt1IT1 C�iC I��wll � EACH UFT OF THC flLL IS LOMPACTED, BUT THE OUTER fACC . _ � _ 1�� 1� `J' L �f j J �T' OF TNE SLOPC IS ALLOWED TO RCMAIN LOOSE SO THAT THE /' �j ' � � � � � ROCKS, G10U5, ETG. REAGM TME NATURAL ANGLE OF REPOSE. / L 1 i'l B I l N�1 f l L 1 Y T (l l.J L l > -�m m e r c i a l o r R e s i d e n t i a l ]75-200 Ibs. ' � - Kentucky 31 or Turf-Type Tall Fcscue ys-,00�o CRA VEL CURB INLET SEDIMENT � z • Im proved Perennial R yc gr:►ss o-5�� F I L L S L O P.� T R�A T M E�V T F`�'� p1����� � 14 ����-� Q � - Kentucky E3lucgress as�o. FILTER ` �. ATTACH TME FIITER FABRIC i0 TME WIRE �. B�CKFILL ANQ COYPACT TME O � � . Flieh-M�iintenance lawn 200-25U Ibs. Sourec: Va.DSWC Plate 3.29-3 �"� FENCE AND EIfTEND R WTO TME TRENCM. EXCIWATED SqL O • W - Kenwcky 31 0�Turf-Type T•rtl Pcscue ]00% ' % � -� • . `�J -�f��� , ' ; I y� _ H - _ _ . �� U t.- c� �� H 0 W Gencral Slo�e(,l:t or lcss) �: � �� ��^ _ �� � � � ------------- 1.5 0.5 2.0 , � . � '• -- � � 2.0 1.0 2.0 - Kemucky 31 Pescue 12R lbs �' . ; _ � i Red Top Grass 2 Ibs. ,�i : --_"'""r� - � � w � ' � 2.5 1.5 2.5 •• �,' � �,�.�-1- �'�- �I�1 -�/"� ���� � i 3.0 2.0 2.5 - Scasnnal Nursc Crop ' �t)Ihs• �r� ' � `�' � t � � �' 3.5 2.5 3A i5U Ibs. 11 -�"'y . :. . \ / � ` -._ �/ - � . j J. ry H p H 4.0 3.0 3.0 �w-M��inten�nce Slc�pe(Steeocr Ili�n 3:ll �� _ . .. ,• o `. / � � r � � �� F�o � , s�' � O � ' . / � ,./- Q � 5.0 4.Q 4.5 - Krntucky 31 Fescue 1(Ki Ibs. � �� • . � , � � ��� ,.- _ , � �� I I1 - Red Tc�p Grass 2 Ibs. . . ' 'r^_. � � - (�l � I I�I I!f� - Seasonal Nurxe Crop� ' ZO II7G DOZCR TRCADS CRFATE _ E%tENS10N OF FABRIC MID WMtE MlTO THE TRENCH. � L - CfOWI1VClCh �� I1' f.ROOVCS PERPEHD�CUUR � ' _ 17 \ ..^�.�-.. - � GR�VEL flITER� . EXCAVATED AREA - ' ro THC SLOPC. �',i• J� � � 1 �S�IhS. � �/ Rur+OFF w�iER w�RE �ESN MAX. DEPTH = 4' S�oP�' �D FILTERED w�TER fILTER fABRK � � oR����. ' U f�l GROUND ' Use sensorwl nurse crop in accorJance with seeding dates ac stated helrnv: � , y - � • . ` �� . EIEV. February lbth lhrough April ...................... Annuul Rye . '-r-, ° (" � ( wiRE � � May lxt through Auguxl 15th ..................... foxtail Millct TRA CIfING • _ �� = I � � August 1Glh lhrough October ...................... Annu�l Rye _- ` November lhrough February lSlh................... Winter Rye � ���II�III ` • . . .� _ � � _ � ' � �� " Substitule Sericca lespedeza for Crownvetcli ta�t of Farmville, Va. (Mily SEqMENT j����I � " 3.]3 lhrough Septemlur use hu11eJ Sericea,all olher periocly uxe unhulled Sericca). SR SURFACE ROUGHENING -- ' ^ SF SILT FENCE ,�n No. �1' If FI•rtpca is used in lieu of Crownvetch,increaxc rale to 3016s/aac. All Icgume � = i COr+CRETE CUTTER ,' 'I seed must tx properly inocula�ed. Wceping Lovegra.cc may be•rJJcd to any slopc � �Z� cuRe w�� 9 6-3� �� �L,MPOR�1 R Y SEDIM�NT TRAP ur low-maimenance mix Juring warmer seeding pericxls;add 10-20 Ibs./acre in Not to Scale Not to Scale � ' mixcs. i� SPECIFIC APPIJC�TION � OF � 1' VARIA[31E� - , j ,. THIS NfTHOD OF INLET PROTECI'ION IS APPLICABLE AT CURB INLETS . MHfRE PONDING IN FRONT OF THE SI'RUCI'URE lS NOT UKELY TO CAUSE ORiGWAL �����'E' PIPE O UTLET CONDI TIONS INCONVENIENCE OR DAIIAGE TO ADJACENT STRUCfURFS AND UNPROTECTED _ _ PS PERMANENT SEEDING "R�`S. STON� CONSTRUCTION .�NTRANC� CROUND + ELEV. 1.0' . . =. . , 67 GU. YD./AGRE '- • NOt tO SCAIe A A ' CRAVEL SHALL Be VDOT /9, /957 OR S COARSE ACCRECATE. , �� - FRWK D. � �IR. . .,. N ��,'YARW3LE � . . � N � 560PC G ty�(N. To DRN. � CER?7Fl TE N0. � . 70'M! CXIS7ING 3da 6„ A '� ��VEM[Mf �, 7 i9 w . - vt+t. .,,:� o • 67 CU.YD./hGtE do IP INLET PROTECTION - - � � ��s . (EXCAVATED) 4• �� FILTER CIOTH omciwnt, � ' � -.�. ..- . -------••- P1PE OUTIET TO FL17 ►l�l[k RUin� d y�. � hour+tne�.[ B[Rn jONAL cr:our+o AREA M'tTH NO DEFINED NOt tO SC3I@ �'�' , E��. SIDE ELtVATION CHANNEL • �SEE PUTE J.f3-t � CCW25E AGGREGAiE�� CUSS I RWRAP TABL�3.31-8 PLAN VIEW [a�stiNG u�D D�tC� . ' ACCGPTAI3LG TGMPORARY SGEDINC PLANT MATERIALS 7O��"" � 11.��.96 CROSS SEC710N OF OUTLET � L � � � 1/ASNRACK ���� , "QUICK REI'�RENCC FOR ALL R�GIONS" o : -. � "'""'""" � RCViSbn� I CIaSS I RIPRAP Rate � -- j- TEMPORAR Y DI VERSION DII�E , SI,P.�6M�N• •'�� 510Pp ���"'" �����E„, 3-11-97. . �� - LENGTH (tN FEE7) � flLTCR C1D7H �(�'�N Y-Y';RCL'OYYCXOED 1'OR CN71RC YCRIYLTCR � � r �• I('o.a� e x �,�,,,� � Plantin� Dates ecics �Jbs•facre) SECTION A-A TOU To � . �i����� (IN AC.) � ' 1 � � �� DNEaSbN A COUrtiC�Gf�WT[ I 1�SCOKwI ��, ., --�.�,T.K �.� ,��. 7.8.� P� �a. ��--� °u`� Sept. 1 - Fcb. 15 50/50 Mix of � � I '��"�"` � • uusi Exrcb ruti wron� PLAN VIEW '�,����"' .�, Annual Ryegrass A 3do(b�N�� CompaCled Soil ���,�ss�wo[aecss 7' O• �, ����� ' �� � �� (Lolium multi-floruml o ,r�. , \ , , ���� � = � � '�-�'--"� & $0- 100 d 18" min. _ , „ �_ , , y_ _ , , � ,.:. . ------------ -• ���� ;���� �'+�.� Cereal (Winter) Rye PIPE OUTI.ET TO 1YE11, --F►ow r ,,,,,. / � � =����� (Secale cereale) nEr,HeD cruNr,e� _ _. _ _ _ _ _� r .� ����// �������� , �! -�I_ �I - f PLAN VIEW � S t J r l 1 �/�j �.������--�� f � Q �� = - - fILTCR LLOfN-� SECTION A-A l � � � COARSE AGlREGA7�`` �j/ ��-`��� Feb. l6 -Apr. 30 Annual Ryegrass 60 - 100 ;� o s � � � 4.5' min. � a•-r EXCAVATED � � /�'''� (L.olium multi-florum) , �� FILTER CLOTN � � , ��� • SECTION A-A � � j' '`� :4 � f71fER CSDTN KCY IN�-P:RCCpyYEMDID/OR ENi7RC PEHIYlTER May l -Aug 31 German Millet SO N07ES: I. APRON IJNINC YAY BE RIPRAP, CROUTCD RIPAAP, GA810N ��GOARSE AGGRCGATE SIIALI �E VD07 /3, /357 OR /5 ���CIalTlal IIa�IIC�� z. t►�ts HE 1ENCTHROF THE RIPIGP APRON 1Lt GLCUUTED y����o��T� pwN sr�E USIHC PUTF3 9.IB-J AND �.IB-�. SECTION B�B SG� 0 U T L E T (P E R S P E C T I V E V I E W) �. a � 1.5 TIYCS TF{E YA7(IYU4 STONE DIAYlTfR, BVT NOT ' � lESS THAN 0 INCHFS. � Q1 � . �, AS NOTED � Q m TS TEMPORARY SEEDING OP OUTLET PROTECTION DD DIVERSION DIKE CE CONSTRUCTION ENTRANCE M � Not to Scale Not to Scale Not to Scale Not to Scale Shaet Tltle= m • � E & S DETAILS z � Note: Construction entrance to include 3" of compacted, smooth ' ^ bituminous asphalt over aggregate base, Provide water tap to existing Sheet No.j `` � waterline, a ACSA meter and box, and a 1-1/2" wash hose. Slope 6" min. ¢ to drain. Wash water shall not drain to cul-de-sac. � �•O ' � % 17 Of 2'C , � � � , � _ G� S - 2 � - 9 � � f U -- ._.r SOILS MAP ' � `` �t._,. , , ��,,, _Y _ , ., „ _ t, _ EROSION AND SEDIMENT CONTROL NARRATiVE " ��"��'�" F � �4 „p"�� e). Temporary Diversion Dike (3.09) �'`� � �� 'z � -� �� � w�# . ,�. ` � ��- �� ,� Skyline Court on lewis Mountain A ridge of compacted soil constructed at the top or base of a sloping THE GOX COMPANY ,,,�° . - �`�:�� � ' a g��� 601, , ��`� ,�� �� � Albemarle County,Virginia dist�rbed area which diverts off-site runoff away from the unprotected siopes ��""�"'�'�.� q, � w � k��� �'�"'� �� � and to a stabiiized outiet,or to divert sediment laden runoff to a sediment nb�„�r,.c�,t F�s Y� � s °� :. � & i *t7e.��"$� ...,.�,�� �, �i.Sa�>...; �..; � �.,z Yi ; .S trapping structure. Maximum effective life is 18 months. �� ��t+ ;v�` . ° "� y������� .,.�:`�x.� ��� �� � � z � � � �50 ,� ,�.: ' ,� � 220 East Mbh Stroet � � � ,� ,�.� I. PROJECT DESCRIPTION � �� 8$ _� � .� �.�, x �k� � � � Outiet Protection(3.18) Grar�ottaav,da • vrpas • �� �` �x� � ,�� _ . �: � "°�'� � � This is a proposal to locate ond construct sevent p0)residentiai apartments on 4.95 acres of �� � � �� � ^� �� � �" Y The installation of riprap channel sections below storm droin outlets to reduce 22�2. �ao��5 n31 ��.; � . ��. _ �� land in the Jack Jouett Ma isterial District in Aibemarle Coun The site, located on Lewis �- '� "� a€� :;, �x� > , "�� ' �:: � � �• erosion from scouring at outlets and to reduce flow velocities before �� ''�"` ��,� �'` �; � �� �'�.��.� � �' .:�` ; '�.� �� , Mountain,just west of the Charlottesville CityLimits is surrounded by woodland,and high density stormwater enters receiving channels below these outlets. � � �" � �>� � >a � � ��� residential, Access to the site wili be from Colonnade Drive. ""° Q, � �' � � ,� '� �°'� �< " ��w <.�' '�, � , .r�,� ° � ,� �i� ��"� g) Surface Roughenin_ (q 3.29) `� �;<. ; � � � , .�"%< �, ���� . � The proposed land disturbing activity(grading, utilities, and site improvements), as depicted on Grading practices such as stair stepping or grooving slopes or lec,ving slopes ���3 �' ' �+�X:�G� » � the accompanying site plan,will include construction of the main entrance road,parking areas in a roughened conditions by not fine-grading them, Reduces runoff ,� f�,.+. �,;� > a � �' i s ; ' ;�, �p �'" �� .. " ��,, , , �`�` ' ��, to accommodate 108 vehicles(55 deck and 53 exterior),and an apartment building including 70 velocit pping and increases ir�filtration,all of which . '�;� _: ;:'1 ' 9 y, p(provides sediment tra _ �:�� � � `� "�����', �' �Qm ° residential apartment units and an office. A total of a,pproximatety 2.66 acres will be disturbed facilitate establishment of ve etation on ex osed slo es. Applicable to all � i �F` � ~ b � ����,', '� " �"� during construction. slopes steeper than 3:1 or t at have recei ed final padin but will not be � ��,:�FC fi ,�� � : �,,� � �, �;� �, :; ;:�,��. � 9 9 y � �� " ��; �;,��� � ,. A � �• " .;� '� �r� �,,,,� .�� � ��: stabilized immediately. Also recommended for other exposed slopes with � Il. IXlST1NG StTE CUNDfT10NS '� ;�; � *� °�" � �"� � �� flatter grodes. � �� �' . �w2 . _ � � , Th t r hi on iti n f th t r ' t ,� �� � ,�� �, 4 � ,,� �� �,���'` � ` �� e o p o g a p c c d o s o e s u b�e c p o p e rt y a r e d e p i c e d o n t h e o c c o m p a n y�n g s i t e — �`' � F �`°�` � "��'�`���` �`�, ,��.f �' ' '" � lan. The site is resentl inwoodlands, and there are no man-made features on thesite other � ; �, �a�4���- �,. � � ��;�,�,� ���, �. ,� ��, n , P P Y � h) Temqorar�Seedin (c� 3.31) � � - � � � � �,; _ ,� � , � ,�; than a gravel access road to an existing Albemarle County Service Authority water tank facility. The sediment basin embankment, temporory diversion dikes, topsoil � �� �`� �� °`����������•M ��� �_�" ;��'��: �„ � � ` stockpiles, and all areas to be rough-graded during the initial phase of (_ � ��'� y��:,,,�s, �R� �.�� :�. �� � ' °��'� � �,"` ���, .�. I II. SOItS `� �� �T, - ��� �, . , £�� � � ,����„ � , � , , . . , , construction shall be seeded with fast-germinating, temporary vegetation � '� ���:,. ,�•�.� �" �,-��;,��� ;�..-, � _ . , ,��� ��t This srte �s located �n a geolog�c area referred to as the P�edmont Physiographic Province. Th e immediateiy following groding. Temporary seeding will apply to all areas on • , � °�� �� W�' ������a, ��,�� '`�` � �tt ` � �,�., ,� - ., �.� soils in this geologic area are wea#hered from the underlying metamorphic bedrock. The the site thc�twill notbe brought to final grade for periods ofthirty(30) days to z ��� �-�-� ��= �' x naturally occurring soils atthis site were found to be deep to moderately deep well drained soils �° , ..�'�,��'� � ��;�k. � . '�`.�� '`, � <:i+��"` one year. Selection of the appropriate seed mixture depends upon the time + �_ a ''C'� , �# � � , � � that have a clayey or loamy subsoil. The soils observed here were weathered from quartz and of year it is #o be applied. Annual Ryegrass is odequate for use during spring � 1 . `� ��".. �'�k' ��� 0 1s.a'� °!<. '",� .�F�x yy •y,,_ �,�a, �, '� �,� �� ���.�.� �`, mica schist. � ��� � � �" +� ��V .� � �, seedings (Feb. 16 to April 30). For winter seeding (Sept. 1 to Feb. 15),a 50/50 n a�� �` "' ` ���� _�. � ��� � �� � � y ' � ,_ '�°� The ma uni#s on the detailed soil mo de icted or� the Erosion and Sedim nt ntr I PI mixture of Annual Ryegrass and Cereal CWinter) Rye is recommended, and � . . p p p e Co o an, for summer (May 1 to August 31),German Millet is recommended, provided � ,. � represent the soils in the survey area. The map unit descriptions, along with the soil maps, can that all areas which are seeded are watered regularly. `� � �e� ' ` � be used to determine the suitability and potential of a �oil for specific uses, and,precautionary G erosion and sedimentation control measures which nnust be adhered to. They may also be , used to plan for the management needed for those uses. The profile of the soil classifications i) Permanent Seedinq C3.32) follow: Establishment of perennial vegetative cover by planting seed on rough- . A � Adjacent Areas: The upper slopes of L.ewis Mountain aze directly to the west. graded areos that will not be brought to final grode fo� a year or more or v � Water draining from this off-site area will be diverted around the site to the ALBEMARLE FINE SANDY �.OAM (2D): This is a deep, moderately steep, well where permanent, long-lived vegetative cover is needed on fine-graded _� U � north and to the south, with the southern water being picked up in a stormline. drained soil found on side slopes of 15 to 25% gro�de that care 100 to 500 feet wide. areas. � — Draina e from the site will flow redominantl east and northeast. The northeast ortion Typically, the surtace loyer of the soil is dark grayish brown and brownish yellow [�. g P Y P fine sandy loam about 5inches thick, The subsoil is about 25inches thick,mostly p Tree Preservcrtion and Protection (3.38) � � consists of existing parldng lots, apartment buildings, and Colonnade Drive. The area to the strong brown ond yellowish red clay. Hard rock is found at a depth of 50 inches. Protecting existing trees from mechanical ond othe�,r injury during land r n east consists of a future road right-of-way, existing parking lots and apartment building. Permeability and available watercapacity are rmoderate. Surtace runoffis rapid disturbing and construction activity to insure the survivcal of desiroble trees J v � � and the hazard of erosion is severe. The slope� and depth to bedrock are the where they will be effective for erosion and sediment control and provide — � primary limitations of this soil for non-farm uses. other environmental and aesthetic benefits. Q Erosion and Sediment Control Phasing Plan z HAZEL VERY STONY LOAM (�) This moderately deep, steep, excessively k) Tem,porary Sediment Trap(3.13) � J I�learing and GrubbinQ and Rout h Gradin� Phase • drained soil occurs on side slopes. Stones, thre�e to ten feet aport,cover 3 to 15 A small ponding azea, formed by constructinb a c;arthen embankmeat with a stone Q � A. Install construction entrance, washrack, and hose-down facility. percent of the surtace. Typically, the sur#ace laiyer of this soil is dark brown and outlet across a drainage swale, to detain sedimen�_��en runoff from small disturbed O � brown loam about 10 inches thick. The subsoil ps mostl brown loam, 10 inches areas for enou h time to allow most of the sus �„a��1;����e ouc. Mazimum B. Install all sediment traps along with associated temporary pipes, diversion dikes, and silt Y g P• fence. thick,and the deptM to bedrock is around 30 inches., Permeability is moderate effecrave life is is month. � � i C. Install permanent stormwater conveyance channels at western edge of site to divert and available water capacity is low. Surface runoff is very rapid and the hazard W of erosion is severe. Slope, depth to bedrock and large stones are the primary V. PERMANENT STABILIZATION � �-- offsite water. limitations to non-farm uses such os roadfill and for building sites. The soil is in All areas disturbed by construction will be stdbilized with permanent seeding immediately < <1 � D. Install stormsewer inlets and piping from No. 23 to No. 25 to intercept off-site water and capocity subclass Vlls. following finish grading. All seeds will be opproved by the "Virginia Crop Improvement � v � divert it to existing 15" stormline. Association` Blacksburg Virginia. Seeding will be done with the following: ^ �-- E. Install tree protection measures. IV. EROSION AND SEDIMENT COt�lTROL MEASURES � � Z o) Two (2)parts Kentucky Bluegrass (Poa pratensis), by weight,•minimum � F. Strip and stockpile topsoil. Install silt fence and temporary seeding as necessary. The contractor shall provide, constr�ct and maintain erosion and sediment control measures 98� purity and 90% germinotion; moximum 1% weed seed. on the site, in accordance with the Virginia Department of Transportation and the Albemarle . O � II. Site Infrastructure Construction Phase County erosion ond sediment control measures (refer tothe Erosion and Sediment Control Plan b) Three (3) ports perenniol Ryegrass Clabium perrene) by weight,• Q A. Install construction road stabilization. sheet). All vegetative ond structural erosion and sediment control practices shall be minimum 85% pur'rty ond 90% germination; maximum 1% weed seed. � � U B. Install inlet and outlet protection for the stormwater utility system. Install temporary constructed and maintained according to minimum standards and specifications of the � Virginia Erosion and Sediment Control Handbook. c) Fifteen (15) parts Falcon Fescue; minimum 98� purifiy and 90% �f pipes form inlets to sediment traps, as necessary, until entire stormwater system is germination; moximum 1� weed seed. � W (� completed. Temporary sediment filters and traps, perimeter dikes, sediment barriers and other measures C. Sediment traps are to remain in place and be properly maintained until such time that the intended to retain sediment shall be constructed as a first step in ony land-disturbing activity Permanently seeded areas shall be protected during establishment. � � J site is stabilized and the stormwater storage system is in place. and be made functional before up slope land disturbance takes place. � O � Mulch shall consist of oat or wheat straw,free from weeds, foreign matter detrimental to plant _ � Q D. Temporary seed as necessary all areas that are undisturbed for more than 30 days. NOTE: Due to steep grodes on site ond the density of the proposed development, standard life,and dry. Hay or chopped comstalks will not be peRnitted. � � E. Topsoil and permanent seed all unpaved, disturbed areas at the end of the project. erosion and sediment control measures will be amended to utilize diversion dikes to direct � F. Remove all temporary erosion and sediment control measures and restore area. runoff away from the construction areo, and/or to protected inlets for dissipotion. Construction Mulch and/or lime shall be applied at a rate of two(2)tons per acre. • � � W of diversion dikes on the uphill portion of the site shall be installed initially in order to direct off-site water away from the construction area. The contractor shall then phase construction of the Specifications for fertil¢er are FS aF241 C,Type l,solid form; Grade A or B; recommended for �/ U W pipe system and inlet locations to facilitate erosion and sediment control measures. grass, with one hundred (100) percent of the elements derived from organic sources of the —L � following properties: r n � � Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) �,/ � days affer finaf grade is reached on any portion of the site. Temporary soil stabilization shall be a) Nitrogen 12.0% opplied within seven (7) days to denuded areas that may not be at final grode but will remain b) Phosphoric Acid 8.0% � dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to c) Soluble Potash 8.0% � �•' areas that are to be leff dormant for more than one year. 96-30 I With at least fiffy(50) percent of the nitrogen from a non-water soluble organic source. ' Soil stabilization refers to measures which protect soil from the erosive forces of raindrop impact '�i OF and flowing water. Applicable practices include vegetative establishment, mulching,and the The following measures shall be incorporated during fertilization: yj. early application of gravel base on areas to be paved. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of a) Apply fertilizer at a rote of 1Q01?Ibs/acre. use. b) Apply ofter smooth raking of topsoiL c) Do not apply fertilizer at same time or with same machine as will be FRANK D. , JR. Stabilization measures sha�l be applied to earthen structures such as dams, dikes and used to apply seed. CERT�'ICA No. diversions immediately affer installation. d) Til!fertilizer into upper two (2)inches of topsoil. �o �1 e) Lightly wofier dry topsoil to depfih of six (6) inches at least forty-eight (48) �, � The following structural practices will be implemented according to the requirements set forth hours prior to seeding to obtain a loose friable seed bed and to oid in �'s �, by the Virginia Erosion and Sediment Control Handbook and the standards set forth by the the dissipation of ferfil'¢er. SIONAL � County of Albemarle. ' � . � The following rates and practices will be adhered to for all seeding that occurs on-site: a) Temporory Paved Construction Entrpnce (3.02) Date� A seventy (70)foot paved section shall be installed at the point of vehicular a) Apply seed a rate of 6 Ibs./10�00 sq. ft. evenly at right ongles with a 11.11 .96 ingress and egress on the construction site. This paved area shall be used for spreader or seeding mochine. Roke in lightly, covering seed to depth Rev►a�on� washing sediment from vehicles exiting the site. Sediment shall then be of l/8 inch. removed from the area by shoveling or sweeping and transported to a b) Do not seed area in excess of that which can be mulched on same 3- 11-� sediment control disposal area. Where sediment is transported onto a day. � public road surface, the road shall be cleaned thoroughly at the end of each c) Do not sow immediately following rain,when ground is too dry, or during day. Sediment shall be removed from the roads by shoveling or sweeping windy periods. and transported to a sediment control disposal area. Street washing shall be d) RoII seeded area with roller not exceeding 1121bs. allowed only affer sediment is removed in this manner. e) Immediotely following seeding ond compacting, apply mulch to a b). Construction Road Stabilization C3.03) thickness of one (1)inch. Maintain clear of shrubs ond trees. .� Temporary stabilization with stone of access roads, subdivision streets, fl Apply water with a fine spray immediotely ofter each area has been parking areas and other traffic areas immediately offer grading to reduce mulched, Saturate to six(6) inches of soil. > erosion caused by vehicles during wet weather, and to prevent having to Vl. MAINTENANCE regrade permanent roadbeds between initial grading and final stabilization. All erosion and sediment control practices must be maintained and repaired as needed to insure continued performance of their intended function. In general, all erosion and sediment c) Sift Fence (3.05) control measures will be checked weekly and affer ecach significant rainfall. In parficular, aIl A temporary sediment barrier constructed of posts, fitter fabric ond,in some seeded areas will be checked regularly to ensure that a good stand is maintained. Areas cases, a wire support fence, placed across or at the toe of a slope or in a should be fertllized and reseeded as needed. minor drainageway to intercept and detain sediment and decrease flow velocities from drainage areas of limited size; applicable where sheet and rill erosion or small concentrated flows may be a problem. Maximum effective VII. DISPOSRION OF TEMPORARY MEASURES �� � life is six (6) months. All temporary erosion and sedimEnt control measures shall be removed within 30 days affer "" finalsite stabilization is achfeved orafferthe temporary measures are no longer needed, unless AS NOTED � d) Storm Drain Inlet Protection C3.07) y program administrator. Trapped sediment and other ' 0 otherwise authorized b the local � This erosion and sedimentation control measure involves the installation of ; Q disturbed soil areas resulting from the disposition of temporary measures shall be permanently various kinds of sediment trapping measures around drop inlet structures stabilized to prevent further erosion and sedimentation. � prior to permanent stabilization of the disturbed area. ft is limited to drainage Shaet Tttle� ' 0o areos not exceeding one (1) acre, and not intended to control large, � concentrated stormwater flows. E & S NARRATIVE 0 Z .., � 5haet Mo., w C � . 20 � a � 1 f 2�1 � � . �-. - �_ � - �- '� � " � -----.__. .. _. ...-- ---. _ ___. . .... ... . ......... .... .. _._ _ . _ ._ ._._ _._.__._ .. ..__. .._ . . . _ ._. ._ . . . i ._._____ __ _._-- - --..._- - .._. ._..___.._ _ . . _ .------. ___.._____.___. _._ . . . . . _ .___ , ._.__ -__...._ . . _ . ._ ._ __ ._. ___ ._ . _ ..._..- - ----___.._. .. _. __.. . . . . . . . __. _.___ _ .. ._.. . __... ___ __ . .._. . _. ._ _ . _ . _. ._ _._.... . ._ . _._.__._ _. .. ._ _. . .. . . _---_.. ..__---- -. .. . . . . . __ _. . __._..__.--- -....._ . • `� .. _.. • • • � . - -- - b -� � ��� Virglnla Eroslon � -`-'�� � Z mF cox corrP,anrr 0 and SedimentControl � ��� RECOMMENDED PLAN SYMBOLS: c� Z Existin Contour z Z Z O O O �zo E�t st�t ����GrI�� U � C I �r � �TE . o � 9 - -.- - - - - - - Limit of Grcading - - - - - - � Handbook o � o Q � �- � �t��. �,� Z � " W J F- (� �- � � �"" Z E"' 2291'�2• C804�245 7131 QV Finished Contour Storm Sewer � �., � � Z W O V W Z � � � N Z N W •�• j� � � � �"' E- Z Z D r a i n a g e Divi de Boundary of c, ' � � � � w � � w W � Z Q O .J ¢ J , w > � I- � � w a, - � - �Or L' ��S��n an� ed�ment ontrol �'ractices � � � � � � O F- O Controi Measure � U w � Z p p p Q Q � � m � m � w � � �- � w � Q ¢ wa �-- - --� J u l y l 9 9 2 c� a c w o � a c w � o� � w � w Q � Z ~ � U Z Z � � N ZN Q � a. U c n a. (A F- � C n F- (n � (� Indicates normai appiicability of a specific practice cn w W � w w W c� Q Q o � Q � �' W > � � � � � � z W �. - � - N O. T I T L E K E Y S Y M B O L D E S C R I P T I O N � A B C D E F G t o o n e o r m o r e o f t h e s e v e n c o n t r o l c a t e g o r i e s v w � z 0 p o Q ¢ � � m � m UCL WO J � W � QE- w � WF-a- Q a n.. U t n � (� F- O t� �-- tA a. C� � Small,tcmparary stone dams constructed across a dzainage ditch w reduce the velocity of concentrated NO. TITLE KEY SYMBOL DESCRI PTION 3.20 ROCK CHECK DAMS CD ..-� --,► � fl�Ws,rcducing erosion of the swale or ditch. Limited to use in small open channels which drain 10 acres � * - A B C D E F G ���5: should not be used in live su�eams. � � � An oudet for dikes and diversions consisting of an excavated depression constructed at zero grade across � �"' 3.0� SAFETY FENCE SAF A protective barria installed to prohibit undesaable use of an erosion control mcasura. a slope to convert concentrated,sediment-free runoff to sheet flow and relcase it onto arcas of undis- � � 3.21 LEVEL SPREADER �S z turbed soil which is stabilized by existing vegetation. { � � 4 T E M P O RARY STO N E A atonc pad,i��a.���►�or����u����a��on 8�ns��eon s��,����n��� V E G ETAT I V E � 3 �2 C O N ST R U CT I O N C E �ansported onto public roads and otha paved areas. � � � O � � � ENTRANCE ' �,22 STREAMBANK vsS _,��_�__ The establishment of appropriate vegetation on streambanks to protect the banks from erosion. - STABILIZATION - -'`__ � , CONSTRUCTION ROAD nc � Tempoiary atabilization with stone of acccss roads,Su�a����on S�,parking areaa and other uaffic STRUCTURAL � � CI`J sreas immediatel after u► to reduce erosion caused b vehicics durin wec wcather,and to vent � ^^^ O Stabilizing the banks of live strcanu with permanent swctucal rneasures to protect them from erosion. 3.03 STABILIZATION �r�g�n��������s betwoen inidal g�rad ng and final s bilization. � 3.23 STREAMBANK _�_ y �� � P � � � JJJ -�'\_ Particularl a licable to watercoutses which must increascd flows due to u stream devel men• � /1 STABILIZATION ---- --- not applicable to tidal atreams. V ) U . . �� A temporary sediment bama composed of straw bales placcd across or at the toe of a slope to inurcept � � � TEM PORARY •, �� � � and deisin sediment and decrease flow velocities from drainage uras of limited siu;applicable where � V E H I C U LAR ST R EAM � �. �� � � y � �.04 STRAW BALE BARRIER STB �.�.... A�m 5���� �ss g���e Str�►� vide vehicular access to construction activit on �„� sheet and rill aosion may be a problem. Maximum effective life is 3 months. �•�� C ROSS I N G �� ���-��...`�`""�"`�~ eithes side of the stream while kecping sediment out of the stream and preventing damage to the channel � � . bed and banks. A tempozary sediment banier conawcud of p�ts,filter fabric and,in some cases,a wire support fencc, ti , � � ' ` �' A strategy!or crossing scnall wateaways when in-stream utility construction is involved. The saategy � Q Iaced across or at the toe of a sl or in a minor draina e wa to int t and detain sediment and =��s""...'N: 7 SFF��X X�x p °P� g Y ���p � � UTILITY STREAM ` "^`"�+"""` helps to prevent seciiment from entering the affected waterco�use and minimizes the amount of distur- 3.0,5 SILT FENC E decrease flow velocities from drain ��oc��a s�:a licable where sheet and rill erosion or 3.25 USC �--��������'�` �"�`�"�`�'�"� L 88 PP bance within the stream itself. � � CROSSING :`"`�� �"'+��:�h� small concen�ated flows may be a problem. Maximum effective life-6 months. � � ��8� A temporary sediment banic composed of limbs,wceds,vines,root mat,rock,and othu cleared materials � LL : ushed to ethes to form a betns;located across or at the toe of a sl to in t and dctaitt scdiment and DEWATERING A temporary setding and filtcaing device for wata which is discharged from dcwatcring activities. � 3.G6 BRUSH BARRIER Bg � a��floW ��alu�. °� � �' � '� � 3.26 STRUCTURE �S �' W � � � � w � 3.O� STO R M D RA I N I� The installation of various kinds of sedimu►i�apping measures around drop inlets or cutb inlu strucnues ... 1 � V / � 1 >.:; l A floating geotextile muterial which minimizes sedimcnt�ansport from a disturbed area adjaccnt to or � � � � prior to pamanent stabilization of the disturbed area; limited to drainage areas not ezceeding one acre. �•n� >`•2 within a body of watcr. It provides sedimentation protocaon for a watcrcourse from u sl land � INLET PROTECTION and not intended to control � TURBIDITY CURTAIN TC ;::::;::,rt a���� P °P` largc,concentrated ctormwata flows. ' � : �? ce or from dredging or filling within the watcrcourse. � � / � � ! A scdiment filter located at the inlet to stotm sewa culverts which prevents scdimcnt from entering, O � p� ground to interc t and conve oundwater. Prevents al in � � O accumulating in and being transfentd by the culvert, It also provides erosion control at culverts during � soils from becoming excessively wet and subject to slough g,and improves the quality of the vegetadve A orated conduit instaUed beneath the 3.08 P ROT ECT ION C�P the phase of a project whcre elevations and drainage patterns are changing,causing original control 3,2$ S U BS U R FAC E D RA i N Sp -->----�--- � U ii�cusurw w oc uwrttc:nve. ` -- growth medium in ezcessivdy wet areas by lowering the water table. Can also be used to drain detention {,,.� ,, structures. 1 � � Grading practices such as stau-stepping or grooving slopes oz leaving slopes in a roughened condition by � w � TEM PORARY �� A ridge oF compacted soil wnstructed at the top or base of a sloping disturbed area which diverts off-site �r � not fino-gading them. Rcduces runoff velocity,provides sediment trapping and increascs infiltration,all J runoff away from unprotected slopes and to a stabiliud oudet,or to divcrt sedimcnt-laden runoff to a �� SR � � � � �/ �� 3.0 9 D I V E RS I O N D I K E �� �;n,�,����,g s��„n, Mazimum effective life is 18 months. 3,2 9 S U R FAC E RO U G H E N I N G � of which facilitatc establishment of vegetation on exposed slopes. Applicable to all slopcs steeper than . 3:1 or that have received final grading but will not be stabilized immediately. Also recommended for z O l,.i.� other exposed slopes with ilatter grades. � � � �,' A channel with a supporting ridge on the lower side,constructed along the top of an active earth fill � � TEM PORARY F� constructed in arda to divert runoff away from the unprotected Cill slope W a stabilizod oudet oz scdiment . � � Preserving and using topsoil to provide a suitable growch medium for vegetation used to stabilize � � 3.1 � F D �pp�8 atructure;applicable whcre the arca at the top of the fill drains toward the exposed alope and �O TO disturbed areas. Applicable where preservation or importation of topsoil is most cosi-effective method of � � � FILL DIVERSION continuoas Cill operations malce the use of a TF1vIPORARY DIVERSION DIKE infeasible;mazimum 3.30 TOPSOILING providing a suitable growth medium;not recommended for siopes steeper than 2:1 unless other measures effective li[e is one wcck: are taken to prevent erosion and sloughling. r , � , � ` / ' TEM PORARY � A ridge of compactod soil or loose gravel cons�ucted across a disturbed right-of-way or similar sloping � � RIGHT - �F - WAY RW area co shorten the flow Iength within the disturbed strip and divert the runoff w a stabiiiud oudet. +� r n � � 3.11 F.azthen diversions are applicable whae there will be litde or no construction traffic within the right-of- 3.31 TEM PORARY SEED ING TS jg Fstablishment of temporary vegetative cover on diswrbed areas that will not be brought to final grade for � " ' DIVERSION way,and gravel structures are applicable whcre vehicular trafCic must be accommodated. periods of 30 days to one year by seeding with appropriate rapidly-growing plants. ; Job No.� + \/ �v -• 96-30 3.1 2 D IVERS ION D v A P����channel with a ridge on the lowa side constructed scross a slope to reduce slope length and � Fstablishment of paennial vcgetative cover by planting seed on rough-graded areas that will not be �,���a a���B�Wa��,�or��8 s����a ou���e�non-«�s����������. P E RMAN E NT S E E D I N G PS PS brought to final grade for a ycar or more or where permanent,long-livcd vegetative cover is nccdcd on �• 3.32 tno-graded areas. � Q�i GI 3.� � TEM PORARY n� A smail ponding arca,formed by conswcting an carthen cmbankmcnt with a stone outlet across a J drainage swale,to detain sediment-laden runoff from small disturbed areas for enough time to allow most � � Stabiliain fina ed areas b establishin cnt s stands with sod. Provides immediate � SEDIMENT TRAP of the su ndcd solids to setde out. Mazimum effective life is 18 months. 3.33 & � Y g�n � � � ' � � � SODDING SO � protection against erosion,and is especiaily effective in grassed swales and water-ways or in areas where FRANK D• � � an immediate aesthetic effect is desirable. � CERTIFI 3'E NO � A temporary bama or dam with wnaolled swrmwata nlease swcture which is formed by constructing 77 8 'w TEM PORARY • ���km��of��«a�i►��8��g�W=Y. It is ustd to detain sediment-laden runoff from � � � BERM U DAGRASS & ����' ��� i ' drainage areas 3 acres or grcater for enough time to allow most of the suspendcd solids to setde out. It '"-�� � s G 3.� � S ED I M ENT BAS I N �� can be conswcted only whcre there is sufficicnt ce and a te t h Maximum cffective , � p�°P� °P°�p y' 3.34 ZOYSIAGRASS or Fstablishment of vcgetative cover with hybrid bennudagrass or zoysiagass by planting aprigs,stolons or sl�NAL �'� life is I8 months unless desi ned as a n��nt nd b a ualtflea olessionxl. � • � plugs to stebilize fino-graded areas where establishment by sod is not prefe�red. . ESTABLISHMENT T Date= TEM PORARY A Ilexible tubing or conduit,uscd bcfore permancnt drainagc structures are installed,intended to conduct 11.� �.96 3.15 TS D �D �ncentrated runoff safely from the top to the bottom o!a disturbcd slope without causing erosion on or � � Application of plant residues or other suitable materials to disturbed surlaces to prevent erosion and --. SLOPE DRAIN below the slope. �� reduce overland ilow velocitics. Fosccrs plant growth by increasing available moisture and providing � RGVISIOn� 3.3 5 M U LC H I N G MU insulation against extreme heat or cold. Should be npplied w all aceding operaaons,other plant materials which do not provide adcquate soil protection by themselves,and bare arcas which cannot be seeded duc to the aeason but which sdU need protection to prevent soil loss. OA permarunt concretalinal channel constructed to conduct concentrated runoff from the top to the 3.16 PAVED FLUME pF bottom of a slope without causing erosion on or below the slope. � � � SOIL STABILIZATION B i��� -"'"�TM The installation of a tcctive blanket pro (Treaunent 1)or a soil stabilization mat(Trcatment 2)on a 3.3 6 B LAN K ETS & M ATT I N G � °` Pr�P�d P�ting of a stecp slope,channel or shoreline. � � i��. -�' STORMWATER A pernancnt channel dcsigned to carry conccntrated llows without erosion. Applicable to man-made channels,including roadside ditchcs,and natural channcls that are modified to accommodate increased � Stabilizing disturbcd areas by plattting trees,shrubs,vincs and und covers whcre turf is not fetred. 3.1 7 CONVEYANCE SCC Sto�w�cnerated by land developmen� not gencrally applicable to major,continuoua-Aowing natural � �. � TREES, SH RUBS, VINES c � Thcse plant matcrials also provide food and shelter for wildlife�well as many other environmental 3 VEG benefits. Especially cffective where ornamental plants are desirable and turt maintefiance is difficult. � CHANNEL AND GROUND COVERS . . The installation of riprap channcl soctions and/or stilling basins below storm drain oudcts to reduce � 3.1 8 OUTLET PROTECTION OP erosion and under-cutting from scouring at oudcts und to reduce flow velocities before stotmwater enters �C TREE PRESERVATION TP �� � Protecting existing trees from mcchanical and other injury during land-disturbing and conswction activity rcceiving channels below thcse outlets. �.�v AND PROTECTION � �u�sure the survival of desirable trecs where they will be effective for erosion and sediment control and � provide other environmental and acsthetic benefits. 3.19 R I P RAP A permanen4 erosion-resistant ground cover of large,loose,angular stone inslalled whenver soil SGaIC � R R conditions,water turbulenee and velocity,expectcd vcgetative covez,etc.,are such that soil may erode � � � � �. � Reducin surface and sir movement of dust durin land disturbance,demolition or constiuction activi[ies 3 DUST CONTROL DC g g � AS NOTED � under dcsign flow conditions. in areas subject to dust problems in ordet to prevent soil loss and reduce the presence of potentially � harmful airborne substance. � :-� o • � 5heet Tttlej � E & SKEY > 0 Z 0 5heet Na� � � C8 . 30 , m lqof2l � _ �.�` S- Z S"9� � U / ' 1 1 1 " 1 •� �• •• • • '1 1 1 1 " 1 '1 1 " 1 •1 / 1 1 " / '1 1 1 1 " 1 _ . -, . �-�. � ' �• � �i�`i`�T � • . . 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'- _ •J �r�•;l•+=!���� \ �i �' ��i'.r- �� ♦.A."rd=."r.;'•`x..�� .. ,� _ ,p'� f rr+ \ � � I �r4C•�,'�Zf. �'�1 1�z��i�� ���t��_.r `, �� ��� r _�. �,,.,,�'�'� ,�• .. •• r� pOu�t'�^STRt�.t`1 D r J*t L�,y `:._�,�'��+'.':.., ��'� ...r�t, •'.'�^jI.'.vy ��V�N�L.J�V W�� - � PLANT MATERIALS SUMMARY � . t��� WouN� 7wOfital.L � . � � � �� � •�i.`+ ;i. � ' - •�i;�+,,,,,+r7 • ,a•�,',� ;...a�; �'' r;' � ;��..C': � ft(1Gb�R HOst T�1Rt`IS 4WOUND -o., �u;ti rt•• r�O� � • ;.'.'r,Y�.; ��,,:�,�• t:t�;�;�4.��::� gTL�K� ' �•Y. t.�. � r � �•� ,i S�GLIRING� �.���.%'�• ' ''. �' ,, � :.y;tir::_.,t_�iy. TREES '•�";:'•-=i�r � ��� r.�;+; . -_ �. . T� TRc.1NK . �� t ,�;. 1 ',Y. ". .` � NO. SCIENTIFIC NAME COMMON NAME SIZE ROOT ��'�';';�n-..;"'�'�=•''''�:�,��a' �� r •.��`' ~ 9 Cornus kousa Korean Dogwood ' S' Hgt 68cB •7 t �?�°y";c; ``�� � i� �' �,;�__�, � ' 49 )uniperusvirginiana Red Cedar I 6' H B&B ���'-;:�;'�`I{;s�{"; '`" h r':�`"'t�k`""� ^" �� � St. , : � 6 Picea abies Norway Spruce 6' Hgt. B&B �,j���'y��t*��X, 4-•�:��;���•+4=::;='",;�y�,,,�,�. �a� � ' . K'r O • 6 Pinus strobus White Pine 6 Hgt. B8cB � �,�;'.u;;��'�i�n.��` ``�''` �� ~ ;`' ^�+"�� � ��R � � , c � �� ,..�.�. :tti� f� v e: , i r� 4 r, �. 4 Quercus phellos Willow Oak 2"Cal. B&B =`�,.g r' :.,.���'�, � y�' '`'' � :� ~1 r' � " : + � � 3. . 4�:.� ,����.�ay� , :� , .f �}y.� �� -��� i � :� �G.v ,,,M" �"�lz+ �,�• � I'�•'Y .� ' �S � /:,j� �.'"S� �:G.��i.w x:���•w i .:�J•�+.Y. ...��.+;.�:.�5.� ..,!i"M�..r. .�...'�'Tri�' �S�+Ct,.l':.. -o► 4 Quercus rubre Northem Red Oak 2" Cal. 68cB I 3 Stewartia koreana Korean Stewartia 6' Hgt. B8c6 / w 30 Zelkova"Village Green" Vllage Green Zelkova 2°CaI, gg�g Bench: Victor Stanley, Inc."Homestead Series," r /� �' Mode� 2s, six �s) ft. length, in Mahogany; or . -' 2 -TREE STAKING AND GUYING - C� approved equal. � — SHRUBS Not to Scale � � NO. SCIENTIFIC NAME COMMON NAME SIZE ROOT i W ~ � 9 Abelia"Edward Goucher Edward GoucherAbelia 24" B&B In-Ground Mount � � 8 Chaenomeles "Cameo" Cameo Flowering Quince 24" B&B , � Q � � � '26 Forsythia suspensa Weeping Forsythia 24"-36" B&B �• , 7 Ilex glabra Inkberry 5' Hgt. B&B ''-••i-;---1 ' z 2 Ilex x"Nellie R Stevens" Nellie Stevens Holly 6' Hgt.. B&B � ' ; � 4 �„ �w� ��, w, � � —rn- I 02 Prunus laurocerasus "Zabeliana Zabel Laurel 24" B&B � '�`L-• �' �„r Q �.J ,. . .._.. i � �' O — N � �.L , GROUNDCOVERS `2" � � ` f NO. SCIENTIFIC NAME COMMON NAME L SIZE ROOT � . W � � rv,775 Liriope muiscari "Big Blue" Big Blue Liriope 2-I/4� Pots '� � � � 8'o.c. BENCH DETAIL � (f� � � �'O No to Scale — t LL' � : A�IROX. 4 bE3�W � � z � LDWER. bK4NGhtL'S � . aTTc0. rr+ut�l�nci. O � � , O , ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SUMMARY U �„— U A Street Tree Plantings . ~ " , � Required Trees Along 440' Unimproved Public RO.W.: 440'/50' 9 1�0�NDCOVER � � . w LL,J W �4 � a e �• - : "�" '� __ � � � T� �EC�EVC�E s 4� . . _ � O �/ � .. Proposed Street Trees = I 5 � �r �� �} ��? 3..�A� M�� � � • . 6�7`o v�w� _ � . , . �d��►"�� �� �p..� . -� Q , . .. . . , t2 Mlt1.P1.AhTIf1G �a0tl- . � � . B. Interior Landscaping :• . .• ' . , . . . . . ,:�'—��E 5YEG5. , PREPARtt� SOIL � _.. . >"_ �1.� Required Parking Lot Trees: 5 I Exterior spaces/ I 0 = 5 �u —�� ��= _ �� — ( u��_�����E :,;:,, � ' Re uired Plantin Area S 28,932 SF Pk &Vehicular Circ. x.0 I,447 - '� ' -� � ' ''` II �M►n. �/ U , 9 S � �� � S• ) — — -�� _� �� ��� 3� � J � Proposed Parking Area Trees = 20 �IM��_ � _ `� ' � Q ! � Proposed Shrub Planting Area(SF�= I,990 �'n�N. ,:. ; Job No.� 96-30 __ . i 3 O GROUNDCOVER PLANTING ,, c. Tree Canopy Calculation sF -� 1 TREE STAKING AND GUYING , . Re quired Tree Cano p y: 215,970 SF x.I 5 = 32,396 ' Not to Scale ■ Not to Scale �I O F yr � . � Proposed Tree Canopy � , . . Tree Preservation Canopy: 76,961 SF x I.25 = 96,201 � � � New Tree Canopy: I I 2 Canopy Trees x 175 Avg. SF = I 9,600 �" �� ' ; , I Total Proposed: (53.6%) I I 5,801 /� �11.y�'�,,,, �o ��1'�� N ��a ,� . � ���� 'A� ti� � LL� - . v . . �`��I`� �� 1 , SSjONAL ti�� , S . .. � . ° • i "r' � Att,�u% � ' � - • _ / / .c�. � p��� � DatC _� �, -., y ,. 11.11.96 `� �'-p"o.c. I_. .� `� �_.•-. ` �Y / � / , �_ Revlslon� � � / � " ti�-�' t ✓ � 6�� ' - ` !, .. " ��" � � y �� 3-11-97 sN - ,� '�" y� � wrY � ` " � • L'"` ` � ' �'�-►,� RxIDLC STKN�ID (2 4� WIR� 2 �4" f ��� ~ '• ` � W4TERING hr�r� ��ui� `� . `�� • �• �: �ccocR rrose I � ; � . �� _ _1 1�-- .ac:�.-�� -�,r:.._.� _ -� � \���,,r�`' /. ,i'�� �/� �/ _ . � - ��� 3�� +� ,� C�►�1 �/o F � - (I . . ' . -.,.'I�)- '�►�l�`� j .\ /�;� � cri=o-�ro 4 ou uwvcN a run. � N II trt' ` i<. `� . . � — �,� � ` �� �" t'1W.DtFTN C'IULCN �, '� '� 4 p4� �a�� �'' r�,r-s�NU M�xru�. � � vawcs -��u' '� \ �j`VJ4TGKJN� �7CW"1 M ; �, b� 'g 5� SPFItf`ICAT/O�`IS ' . ' ' : � - � - —��tla"�:1r � ��^' `_ �t� � I ; �� �o' H PACT TOP.SOIL :��:�• :;::: �II _ :_ I� `� � � t� x �� � - I I � �� lll - - i� PiJ+trTlNC� MIXTUut� � ��.T�� '� y _��. - , �'' - ' ,�' _ � i 1! _- � — > � ,�' :r . � ;,�- l( � � --; �•�,�►�7�0 ,�. � " � ' '_� �r�� �' .'-. . • - - �� - _ , . , � � .. � .:` .'� ;� �_; �.� � � Trash Receptacle: v�w� � l�I , . . . _ �a o ,�ry ' � '' ,i ' S�& " '`; �',_ ..�. �f . ' . � :y.�.,.::.1`":�. W l�Cf� �URC.4P � . �� � �� Victor Stanley, Inc `T Series " , � �w�y � �`:��: '�� �:°,�� ;� � T-24 with standard tapered .� �L� � � .� . F���- : - ll � � � �t � " � .; '` �' ��,; lid; color, Black; or approved n = �. _ " " � � '� �`" - equal. �-n�n. 5cale �, . . _.. . . � . o �' � _ AS NOTED :,� - . �� - Q � q. nin. fV '�� ~ w�oe ���c� � � �t T�. LANDSCAPE ; Z 3��"a �'-o� . 5 . 0 TRASH RE��PTACLE �� O SHRUB PLANTING 1 0 TREE PLANTING �ETai�s , .� Not to Scale Not to Scale . , ' Not to Scale � SF�et No.� j a L2 . 00 � � 2t of 2i � � �� � , �� g." 2 8= 9 7 ' , � C.J � i . / . —._��__ _-- . , ' .�._ _ -- ..:�_.._; - _.. ----- ----_ . .. _ - --- . ..._.._---_..a.__ .---- ------ _..--- �...._..._......_ - -.._.._._......._._......_. --_._.___�._.___.. . . . __ --- _.. ,....___ _. _ _ . _.....,. _._.. -------- - '__�..,.- _ - ..�..�...,.�s..�.�.� s-...._..••-tz�..->:.-._._.._...�......�...—.