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HomeMy WebLinkAboutSDP201200061 Plan - Approved Final Site Plan and Comps. 2014-03-05VICINITY MAP ® U®®1� " ,����'�,�',',��::���":.]:�:,�::.. �,',r',:� ,": -1 .�:,.,..._: '' ­�::,�:�� I �., I � ,�, 4.1 .1 =l . -- --m ®� °�Albemarle Health Care Center, LLC. -W y "� 2917 Penn Forest Blvd. ' s ! 0r x'r Roanoke, VA 24018 rr , r ,ZONING :,z 'S z %+ 3. ia�fY4S4ia 1��Y i r /�Qt,;rn¢� kyles TM P 91-12 ��[ .�1 �/ �� r `�, �t `` mercial �,7 ; i Lk1# PD MC Planned Development Mixed Corn - - - j '";' ;1` Per Approved Application Plan, ZMA201100006, Dated: 02/08/12. } # fofnLn _ ' ' a v ® „%"2Lk1.srr1Y.d.Y I Y'a 11 `.. ii�l> Tax Map 91, Parcel 12 ` 5ff` . v DB 4132 PG 347 i ' f ff DB 4425 PG 165 (Plat) L - .J - �' 4ii1 DB 4425 PG 325 iti�1l� 0- �"r�,rtl 1 F a �,����� V , ,�', _ -�::�;i ��,i�.�, -, a �%o /1.1. 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Dated: 03/10/12.1.'i ,- A� g Maximum: 35 r#r%� . �` 30' From Public Right -of -Way C I V H E ET IMAGE PROVIDED BY GOOGLE MAPS _ .. — —.. _ - - - _ . — — _- - . - - Y approval Yard requirements waived b the royal of ZMA 2011-00006. C 1 - AEI I TA Y T W I L 1 4 - T RIB 5EWER PKOf I L C 1 5 - UTILITY DETAIL 1UTILITY DETAIL5 C 17 - ERu"SION * SEDIMENT CONTROL NARRATIVE C 18 - EROSION � SEDIMENT CONTKOL PLAN - PHASE C 19 - EROSION * SEDIMENT CONiKOL PLAN - PHASE 2 C20 - EROSION * SEDIMENT CONTROL DETAILS C2 I - EROSION * SEDIMENT CONTROL DETAILS APPROVED PROFFERS ire WAIVERS ZMA NO. 2011-00006 APPROVED ON 02/08/2012 WITH PROFFER CONDITIONS OUTLINED BELOW: 1. Permitted Uses. The use of the Property shall be limited to those uses allowed by right under Section 25A.2.1(2), (3) and (4); those uses allowed by right under Section 24.2.1(45); and those uses allowed by special use permit under Section 24.2.2(7) and (16); of Chapter 18, Zoning, of the Albemarle County Code, as those sections are in effect on January 13, 2012, copies of which are attached hereto and incorporated herein as Attachment A. 2. Public Street. As a condition for the issuance of the first Certificate of Occupancy for any structure on the Property, the Owner shall design and complete construction of a public street between Mill Creek Drive (Point A) and to a point just beyond the private access road to the Property (Point C), as shown on Sheet 3 of the Application Plan ('Public Street"). The Public Street shall be designed and constructed to County and VDOT standards, including the design and construction of related drainage, slope and utility easements, as applicable; provided however, that with the approval of the County Engineer, the ultimate vertical alignment may be adjusted once final engineering has been developed and submitted as part of the Owner's final site plan. ' Construction of the Public Street shall be deemed complete when the County Engineer determines that the roadway is safe and convenient for traffic. A. The Public Street from Point A to Point B on the Application Plan entitled "Application Plan for Albemarle Health & Rehabilitation Center, Tax Map 91, Parcel 12, Scottsville District, Albemarle County, Virginia," prepared by Shimp Engineering, P.C., dated 06/20/11, last revised 01/19/12, (the "Application Plan") shall be constructed to follow the same horizontal and vertical alignment, including sidewalks and planting strips, for the connecting portion of road on the Fire and Rescue Facility, as shown on the approved final site plan for the Monticello Fire and Rescue site (SDP 200100089, approved January 3, 2002 , (the "Fire Station Site Plan")). The segment of the Public Street from Point A to Point B also shall be designed and constructed to the full section as shown on Sheet 5.0 of the Fire Station Site Plan. The minimum requirements for the sidewalks and planting strips shall be as provided in Proffer 2(E), B. The Public Street from Point B to Point C shall be constructed as shown on Sheet 3 of the Application Plan, including a sidewalk and planting strip. The segment of the Public Street from Point B to Point C shall be designed and constructed to a twenty (20) foot VDOT half section. The minimum requirements for the sidewalk and planting strip shall be as provided in Proffer 2(E). C. Upon request by the County and at the Owner's sole expense, the Owner shall prepare, or cause to be prepared, a subdivision plat meeting the requirements of the Albemarle County Subdivision Ordinance (Chapter 14 of the Albemarle County Code) to create a special lot composed of the right-of-way for the Public Street. The plat shall identify the Public Street right-of-way as being dedicated to public use. The plat shall be prepared for approval by the County under the Albemarle County Subdivision Ordinance, and shall identify the County as the owner and signatory. D. Until the Public Street is accepted into the secondary system of State highways, the Owner shall be responsible for all maintenance, repairs, bonding and insurance for the Public Street. To satisfy this requirement, the Owner shall either: (1) enter into an agreement between the Owner and the County setting forth the Owner's obligations under this Proffer 2(D), which agreement shall first be approved as to substance and to form by the County Engineer and the County Attorney; or (2) provide surety for the maintenance of the Public Street as provided in Albemarle County Code § 14-435.1 or its successor in effect at the time the final subdivision plat required by Proffer 2(C) is approved. E. Each sidewalk required by Proffers 2(A) and (B) shall be a minimum of five (5) feet in width. Each planting strip required by Proffers 2(A) and (B) shall be a minimum of six (6) feet in width. Each planting strip shall be located between the curb and the sidewalk. APPROVED WAIVERS PER ZMA 201100006 ON 02/08/12: 1. Zoning Ordinance Section 21.7 (b), Minimum Yard Requirement. 2. Zoning Ordinance Section 21.7 (c), Required Buffers. 3. Zoning Ordinance Section 32.7.9.8 (c), Required Screening. 4. Zoning Ordinance Section 4.12.4 (a), Exceeding The Maximum Required Parking By More Than 20%. EXISTING `S6cant La�� Per approved special use permit # SP2011000014, Dated: 02/08/12. Phase one shall consist of a 90 bed nursing home facility with a 30 bed addition in Phase 2. This use is proposed for the entire parcel of 5.38 acres. Maximum square footage: 73,436 SF (Phase 2) Maximum number of employees: 90 EXISTING Area % 91-12 Vacant Land) 272,625 SF 100 0% Total= 272,625 SF (6.26 ac.) PROPOSED Area % New Building 73,436 SF 31.3% New Sidewalk/Parking 76,858 SF 32.8% Qpen space 122,331 SF 44.9% Total= 272,625 SF (6.26 ac.) Total Impervious Area = 150,294 SF (55.1%) This site lies within the Moore's Creek Watershed and is not within a drinking water watershed. FLOQD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0426D), this property does not lie in a Zone A 100-year flood plain. PARKING Required Parking: 1 space per 3 beds. 120/3 = 40 Spaces. Provided Parking: 90 spaces provided per approved waiver under ZMA# 201100006 on 02/08/12, / ! , C TMP 91-1 f Albemarle County Service Authority DB 1 U9-670,, i 537.5 tj /� �` ----- — 'Zo-ned:` R 1 �� Use: Pub)Ic Fd-6,llties �`_--------- \1 �� � 1, -1 -1> ;\ ;� Ex. Fend. \ \`� \� \` \\\ o �%-2"2--4-5 509\04 -TO Be Removed �� --_-- \ ` S12 24 25 E 160.51 / j \ _ _ \— - \ >C—t X X `\ X X _ — >6' X 7C \ ZC X ` X X~ TMP 91-1 D ! ® / f hpprox. Locatibn of Dominion Crane & Rigging, Inc. !! �� tiF/ Tx. Water Metter j \\ \ \ �I -^ `� '\ \ \ \ ~ — DB 1237-594 , d\Be Reioc,�ed I i \ \ i \ \ \ \ \ `� _ !' l �i" I ® \\ , � \\ \\ \\ \ �\ �`, DB 348 105 (Plat) ! / ti� ! / / I� �,/ \ I 1 \ \ - - \ \ \ \ \ 1 Ex. Fence Zoned: L—I i ! / 590.3) VO / �\ 1 I 1 ` ` \ \ `� \ ��� \\ \� \� To Be Removed \ Use: Service Repair Garag �, // t ) t I \ I I � t / ij \t I \\ it 569.E\0- - - - - I 555.1 5418 54 547.1 569.3 co TM P A, k-12 f t I , t ( f ,' ,' 41. ' t !/ o��/ ,' � �/ ( ! Ex. G(oncrete / //t A R I-1EALTH CARE ENTER, L�C. /t I / // &Power Pole .f , INS. 2012-0000?388 , / ( / To Be RemoveO �, f DB 4132-3471 565.3 �B 4425-165—(rilat) �° i ! /f /� / /! /' /� �' S72''�5"E 160.23' It DB 4425-:�325 / !/ // ��� �/' ��' �� tt Zoned: [ D--/PC //' 6.26 Acres / \ �/ ,' ,' ,� 1 !/ Ex. Trees To\Ne I �' ,�' /'`� , / 5:36.7 � f/ TMP 1-11 Ex. ees To B / �' /f I Removed t \ I �' ' 00 / - / / / ( I \ (yp.)\ I / Coun, y of Ibemarle, VA Re oved (t7-) ,' ,'' /'� � DB 19i79-44, 468c47 (Plat) 4 ! / / Zoned: R-1 A prox. Locati6n of /'y / / I 557. /x. U S P r i v t o Residence Water Line /' To Be R located / / 561.'1 , / t / 538.7 / tt /// z/ Ex. Drivew�y To Be Removed TMP 91—12C538.g /t f G A LA X I E, LL C. DB co DB 4132-350Plat ! / �`ti Zoned: R— 1 / Use: Vacant Land / 0.97 Acres f ! 7,91 538.6 / \ I S72 24E 210.33 TM 9�1,-13 / , ! I 538.�`r / Count of Albemarle cho-of Board ,' /'� / i �\ \� / i , r( y DB 1033-313�5515 .� DB 1096-739 Plat)` \� // ,� i /��` =Y °\ ��i \\ \ `\ // 4�)5417 DB 619-368 (Plat) Zoned: R-1 � \ � ' � � � � / � \ . `� Use: Elementary School \�\ \\ �� `\ \ \ Etin 20' Privates li /! // � xis /Road asem,eFTC /i �� , s r // DB 428 9-(Plat) / / 539.2 TDB - 53079 (Picyt '/� O y\ \ / 5r.7 _ 1 TMP 91-1213 Ben, & Margaret Ra .�r-azier DB 521-518, 523 (Plat),'//// �y \FarmL ne I V DB 440-179, 181 (Plat Ex� Gala'e F '�� I \ Zoned: R-1 - \ \ �10Pr!Yate ROW r 1 \ \DB\219-�61 (Plat) \ \\ Use: Private Residen \ DB �4\ 6-1 ' (Plat) _ \\ 546.7 l 00 30 0 30 60 90 Lo 1 00*- Scale: 1 "=30' \ \ I �4 ��� JUS SHIMP �' c. No. 45183 o��`'90zvaL E�� c Ip 0 Z W \ 1 POINT "A" 0 W W a III t111111 III Sb TMP 91-2E 2 N W Count of Albemarle VA J a 1 r DB 1623 649 651(Plat)�' \ , LIMITS OF , ';-_ (r \ ,'' '�;��` .•� / t , \ DISTURBANCE ,'. �- ' y ��. � �, DB 1590-418 � �' Zoned: R-15 tZ Use: Fire 8c Rescue Station t W Z I New Doghouse Drop MH Drop=9•2_3' 0 0 >x / (/INVERT IN=487.43 SANITARY WIME-7 INVERT OUT-487,28 I(EW VARIABLE WID -- r PUBLIC ROW - T Monticello Fire Rescue Station \ \ \t\ v JUS M. SHIMP a 1 ic. o. 5183 M. Sanitary Line POINT "B" , TMP 91-1 Albemarle County Service Authority DB 1089-670 Zoned: R-1 Use: Public Facilities 1i r l SAN / ,' , ''�� `�'c'° : \ J � �� � 'fie.\ . •\ `rr � �, / ! l LIMITS OF DISTURBANCE J i\ — --- LIh�ITS OF /' 1 1 ! I ( i `\ \\ \ \\\� — \\ \ — \\ —\� \ — — /' — J ' %/ /"' f / `\ '`� DISTURBANCE ---- ----- ` \ — —'/—° _ _. TMP 91-1D �ft Dominion Crane & Rigging, Inc. , i 1 _ -- ---- \ _--- -� --- --- ---- t----- \ — ----------- ----- \ —594 DB 1237 I oQ` G2; Y ' z x.'Y .e , ., \. \ �\ ` \ '»COY � � ,s.LfK.: \ t y .\ \\ yy ) r,` k: . \Y ` lL` 'Y Y � 1 I a" \` \ ry ?'o- � S a t t � . a .c.. ♦ ae / i �i ems' N h \ C> ;...:.:.a.. / t � _ / t" — r ! Zoned: L � � » ; tag;. °' SANUse: Service Repair Gar,k SAN-r9 � AN 6 J� \ '__ POINT C : : /61 fil q,,j 41 TMP 91-12 r i l { / i - \ t / A. `�\ / / i ' / I / ALBEMARLE 4ALTH CARE dENTER, LLIC. I Ia,�pW o \ INSj#: 2012-00001388 j ' Y, ' ,' ,<<` \ / < DB 4132-3471<, \ # ` County of Albemarle, VA 4425-165~(Mat) DB 4425�325 ' ,' /' / { t,,, I 1 i }> DB 1979-44, 46&47 (Plat) Zoned: 4-5MC 6.26 Acres f/ \ / / Zoned: R —1 r I. a / 1 v __,. - t .• , , ; ��� . � ,' ,' / 1 `\ I , t ` '� � _�_,� _ ,_, � � .00 Use : Private Residence ATM P 91 , '12 (�' ALAXI LOC. } TB 36'43-110 � �- 11 DB132-30 (Plate/ .:. / / .Y;:, � ,-., Z o n e d � R Us Vacant Land-/ �i'0.9/7 Acres /_J9 / I TMP -91-1 - \\C�:. ..:jK y3 .*• +. 6: ;+i: .G,Sti; ,uSr :,O Z,»'S''':\#Y:;\;\,`\\�9:.\a.» �'�`':�.. J , Count of Al b e m a r4 e ,Sc h o o I Bo a r d /DB _ SS,, ,:,� a_j / J� `\".\'""\'», a .Y: .'ssk;ai'�:^°a "`<. aEa '' , 3• \ 1 ,t� j / / ,/ ll. DB 1096-739 (Picit) '- DB 619-368 (Plat) - I ,'� \ \ I I ` �,�� ,- `� < ,� / IMI�TS /� / / '\ \. \ 3 � �` \ \ %� , i � �' / / Zoned: DIVUR6A�CE Use: Elementary School <,/ / \ T 47 o {E fisting 2at� 0ad ECr]�ITt 511 DB3�0J�k � � .-�'.✓^� Il / 50 0 50 100 150 ` \ ` \ \�\ \\ \ as a r t ea- 1 fdT 1L 1 2B ! t , , ` a r Ben & Mang het A. Frazier Scale: 1 >,=50' t tt \t `\ \` \` \� as,' ' �'� t r' rl Q 1 — 1r. (D I ,, + TMP 91-1*D Dominion Crane & Rigging, Inc. DB 1237-594 DB 348-105 (Plat) Zoned: L—I Use: Service Repair Garage Stacking Block Ret. Wall Max Height=11' 4' METAL SAFETY RAILING New Treelin (typ.) wmoa � II ' o b 4 4. q 2 Conc. Risers O STR-15 Refer to Architectural Plans for Courtyard Grading and Details 4 Conc. Risers TMP 91-13 County of Albemarle School Board DB 1033-313 DB 1096-739 (Plat) DB 619-368 (Plat) Zoned: R-1 Use: Elementary School 30 0 30 60 90 FW Scale: 1 "=30' STR-16 a STR-17 AI Wheelchair Accessible Ramp with Handrails Stacking Block Ret. Wall Max Height=8' —__ 8.7' A . ° 473.4' —f Conc. Risers 6.0' TMP 91-1 Albemarle County Service Authority DB 1089-670 Zoned: R-1 Use: Public Facilities mo ' --- --- ��?` ❑ ❑ ❑ ❑ ukii jm� 1 E3. .A - .e ,. 8.7 Retaining Wall A, Max. Height=4.4' M Wheelchair Accessible Ramp with Handrails TMP 91-12 ALBEMARLE HEALTH CARE CENTER, LLC. INST#: 2012-00002388 DB 4132--347 DB 4425-165 (Plat) DB 4425-325 Zoned: PD—MC 6.26 Acres FIRE SUPPRESSION SYSTEM REQUIRED a a a a a a STR-9D1 FS STR-9D2 c '' STR-9E STR-9A1 a STR-9A2 STR-11 8.5' .F 12 Conc. Risers Conc. Handicap Ramp. Ret. Wall Max Height=6.6' Refer to Architectural Plans for Courtyard Grading and Details Generators ,. Wheelchair Accessible Ramp ` :.; with Handrails Fz] STR' 18 STR-9D Existing 20' Private i Road asement DB 428 9 (Plat) -� DB 530- 79 (Plat 0 Ex. Galaxie Farm Lane 4 ' 1 20' Private ROW DB 219-261 (Plat) DB 246-127 (Plat) - r� ITS TMP 91-12B111_' en 8c Margaret A. er B 521-518, 523 (Plat) DB 440-179, 181 (Plat) Zoned: R-1 Use: Private Residen6e- STR-10 • L . ®AN-9 STR-8 ' STR-9 0 New Treeline (typ.) STR-7 0 SAN-8 a m •N •tl Y Q� s7pv " $ •r � +v a• •m •z s .Y .• aN •b Y 4+ •A• S' r .v r •v .tl m x m Y i $+ q+ � •tl g d1 v m m •r •b •ro � a. Jf b dr � g ar 1 Nye Treel .tl .g N q` T •N ,p (typ.) y .3r m .'tl g •p ,y N $ .Y d .b' y ,♦' i y Y b b dV 3 dP y .Y .4• 4' m ,• .b z •az m m y •N .T e4 ,! .b S• W •c m .v ,� ,y .p ,y ST�4 20.w y� M •M 3' Y ,t •S L •Y � Y m ar s m •c° m .v at -Stacking Block Ret. Wall Max Height=10.5' -VDOT STD. GUARDRAIL TMP 91-12C GALAXIE, LLC. DB 3643-110 DB 4132-350 (Plat) Zoned: R-1 Use: Vacant Land 0.97 Acres 8 New Publ ROW Line SAN-7 TMP 1-11 County of �Ibemarle, VA B 1979 44, 46&47 (Plat) Zoned: R-1 Use: Private Residence .[.L v JUS IN M. SHIMP a ic. o. 5183 �sI0NAL IMF 9]_]u Dominion Crane & Rigging, Inc. DB 1237-594 DB 348-105 (Plat) Zoned: L—I Use: Service Repair Garag Stacking Block Ret. Wall Max Height=11' 4' META A_ SAFETY RAILING WO TEMPORARY WATER SERVICE TO FRAZIER TO i. BE USED DURING SITE WORK 1' HIGH l..PERMANENT �BERM New Treeline (typ. EX. 20' WATERLINE FAC 17KAFNIT FOP I :--SCC-1 9A: 4' WIDE 'CONCRETE DITCH P N1 N-U g^tiFHA/ 10%x6"R9ucr Te FUTURE STUB -OUT CONNECTION BY ACSA 4METAL SAFETY RAILING Stocking Block Ret. Wall Max Height=14' Q_ TMP 91 —1 Albemarle County Service Authority DB 1089-670 Zoned: R-1 EX. 30' TEMPORARY GRADING EASEMENT NO U se: Public Facilities FROM ALBEMARLE COUNTY SERVICE AUTHORITY VDOT STD. C/) DB 4425 PG 216 CG-11 Entrance New Treeline 6 C. (typ.) . .. . .. . .. . .. . 18" HDPE STR-10 ST 3. SN-12 STR-11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y. 'W: E ka 111 ; 011 -7 P . .... ZWEFTA 10+00 New 8" PVC Sanitary Sewer De 4425 PC 325 SEMEN L SAN-9 9+ 0 _21 4=f. v. —w STR-81 SAN-8SAN S -9 TR EX. 20' SANITARY SEWER SEMENT Ei DB 4425 PG 325 STR-7 0, Retaining Wall Max. Height=4.4' gaR Lo -13 =559.00 Inv=559.00 Inv FH --w \.�\Ly`vsL .. \\\,Jc��taSr. oka �.i'k:{`:�. `"" r,3..q \ �\ \ w, a+ ar ELXI) NO N 01 , 'N-e Treeline •L; 4 (typ.) FDU j L \-Son. Lateral Inv=559.00 •D8 44,25PC 325 TMP 91-12 ALBEMARLE HEALTH CARE CENTER, LLC. INST#: 2012-00002388 DB 4132-347 STR-16 STR-9A1 15" HDPE Storm Sewer 15" HDPE Storm Sewer DB 4425-165 (Plat) Yard Dr —325 STR-15 Drains DB 4425 Tara Drains Zoned: PD-MC TR-9A2 NM ft STR-17 6.26 Acres Sl _Z1 I.TMP 1-11 -7 -County of lbernarle, VA N 30' ./TEMPORARY GR INC DB 1979-44 46&47 (Plot) j EASEMENT FROM G AXIE, C X Stacking Block Zoned: R-1 Ret. Wall Max Height=10.5'./' EX. WATER Use: Priv to Residence PROTECTION EASEMENT DB 4425 PC 32� -----4-,VDOT STD ' 'UARDRAlf 3" Domestic TM P .)91 —12 C Water 15" Hpq Storm \01 GALAXIE, LLC. ,.R,MQ1 STR-9D1 06 M MSTR-9D2 ,. % � DB/3643-1 10 6" Fire rGen ratoi DB 4132-350 (Plat) Suppress Zoned: R-1 3"WM & Vault IVI FDC Use: Vacant Land EX. 20' WATERLINE FHA EASEMENT 0.97 Acres ll-GV EA I n" EXIST. 20' DRAINAGE NrfiF EASEMENT Ex. Storm Sewer "M DB 4425 PG 343 Easement DB 4425 PG 325 30 TEMPORARY GRADING EASI�M�. _13-y-Developer PE or ewer STR-9C Bend FR M GALAXIE, LLC. _j pp Storrn Se 74132 PG 353_---- 15" HU STR-9D TMP 91-13 TR-9E County of Albemarle School Board Stacking Block Ret. Wall DB1033-313 STR Max Height=8' DB 1096-739 (Plat) A— _w' mow` DB 619-368 (Plat) Zoned: R-1 Use: Elementary School Existin 20' Private RoadBasement Existing 6 PVC Pipe To — DB428-,,g (Plat) Be Replaced With DB 5,30-4,79 1139.56'-18" RCP Culvert Notes: Approx. Location Of New Frrazer Temporary water service shall be provided to Svc. To TMP 91-12131- (By Developer) �_:� D'az I e r Frazier along NW. and SW property lines during Ben & Margaret A. construction. B 521-518, 523 (Plat) Contractor will abandon existing Frazier service Ex. Galaxie Farm Lane DB 440-179, 181 (Plat) + +konce +k 20' Private ROW Zoned: R-1 U K-1 Water mainI I DB 219-261 (Plat) use: Private Residenrt,'p, service is established. DB 246-127 (Plot) `'"I 30 0 30 60 90 Scale: 1 "=30' SHIMP .C. 1P. 5183 s/00 C14 TIVI P 91 -1 Albemarle County Service Authority ,,\�DB 10�89-670, 53 .9 '-Z o n e c�- --,JR - I EX.3V TEMPORARY GRADTNG-E-ASEM-Etfl---------1 FROM ALBEkARLE COUNTY SERVICE AUTHORITY If Use: Public rd -i_ties 4- DB 4425 PC �16-, ------------- 11 '01 —Oil New Treeline (typ�) ............... 1��15) U0 QT k-M I& TMP 91-ID go % "n Dominion Crane & Rigging, Inc. n lgm iig DB 1237-594 N A STR-8 DB 348-105 (Plat) Zoned: L-I 590.3) -V- 1� R-- 7 Use: Service Repair Garag N-4 ggo, N mg . . . . . .. ....... He 6194 62 OEM= IN", 00 S cking ck M et Wall a He?ght= A 6 2 5 2. 4' ME4L 5 7. I -A; A' SAFETY R/AILIN T eli Q) t A/7 . ..... ........... Rlli"' L 569.-, -J� 6 x 64' TM P 4i,T12 ALBEMARLE 4ALTH CARE �ENTER, LLIC. 5510 INS�/,7: 2012-0000?388 8 X 5 63 8 X DB 4132-34/1 63 0 STR79A1 \716 565.3 61 I �B 4425-165-(-�Ict) �'00 6 N 63 -15 61 /XTR DB 4425"325 6 Zoned: I4D-/QC '9 STR-9A2 C2 -w Tre Kne CD STR-17 b.26 Ac �Iyp/) .. ..... . ... �es TIVIP -11 FFE 564.00 F— nHnt nt bemarle VA 30' TEMPORARY GR ING B 19/9-44 46&47 (Plat) -Z Block EASEMENT FROM G AXIE, I Zon R-1 __-+—Stacking I 63 63 v Ret. Wall U s -1: Pri Residence -557.0 Max Height=10.5' 561A z 538.7 VDOT STD. 71 L— GUARDRAIL 6 x A. A 63 5 A 4 4. TMP 91-12C538.8 Ai x 63 GALAXIE, LLC. a a 01, 7 STR-9D1 Maint )nl p 62/ 6 a �> 4' STR-9132 6� 2 Positive D B P43-1 10 rGenerators l 53� Df/ainage AAFE1Y RAILIN DB 4132-350 (Plat) Qil -ggm. 63' Zon ed: R-1 51 63 a 0 1" -- , "I �A -, � &�� 8 Stacking Bic 6? L—�IIA L Use: Vacant Land Re-t; Old —7� Z 3; 'n g� p Max H6ight=l 4' Ill, -41- / � x 6� 0 0.97 Acres 62 Amogtgg r x"m 1101110 N &2 .......... M 0g. M Im �WE "S .11 . .............. 30' TEMPORARY FROM CALAXIE, 1-1-C. 1'N D— DB 4132 PC 353 STR- E ...... TO K- 13 6 '=---5 545.4 County of Albemcrl\e SchozT Boo/rd /StacWg Bloc "I T k 55 .5 548A 15441 Ret. Wa�l' D13 1033-31 S\\ Vax He�ht=8' 40 7 0 543.7 DB 1096-739 (Plat) DB 619-368 (Plat) Zoned: R-1 Use: Elementar School y cy- Jistin 20' Private-�' Q` LP /Road asem IV- perf' 539.2 J1 4- IDE3 42 9-�Plat) &3 530- 79 (�� 540.7 TMP 91-12B, Ben & Margaret �-,r,�,er B 521-518, 523 (Plat) V DB 440-179) 1,91 (Plat�� \Ex� Gala'��e Form Lckne \\ �0' Priyate ROW Zoned: R-1 D13\219-�61 (Plat) use: Private Residen DE3 ��6-1�,(Plat) 546.7 30 0 30 60 90 RLXLXLXJ Scale: 1 "=30' P ic./No./45183 11UNAL 550 540 530 52C 51C 50 10+00 1 1 To , \ \ P: 1 HORIZONTAL CURVE #1 MILL CREEK DRIVE Da = 19'05'55" Dc = 19'11'17"6\ 9\ i 100' PUBLIC ROW = 30000 \�a�� ~���\ 6 II j L = 240.27 \� >� FACE OF CURB\ \ i CURVITURE R = 240.25 CURB & GUTTER ' CURB & GUTTER �� L = 84.90 CURB & GUTTER SIDEWALK / EXIST. VARIABLE/WIDTH TEMPORARY GRADING i EASEMENT FROG ALBEMARLE COUNTY t DB4425PG1'59 I 1 Ex Sanitary Easement Main tain DB 4425 PG 225 Future 5 Sidewalk ( /Drainage __—� `7 to DI-7 — ! { 7— v 30N3A Cl- z W I STA. 19+45.95__-\ E ile \ STA. Sheet No. C7 OF 21 Iti�7�N, 1r1ftWV1VJ lMSELVAN I`t-rVV 1 I) _r V V 10-1-UU 1 /+UU 1 b+UU O�oQ -a22- \ \ Structure Type Size (ft) STR-1 Di-3B 8 STR-2 DI-3B 8 STR-3 0I-3C 6 STR-4 DI-3C 6 STR-5 DI-313 8 STR-9 DI-3B 8 STR-9A1 Yard Drain STR-9A2 Yard Drain STR-9C DI-3C 6 STR-9D1 DI-7 STR-9D2 DI-7 STR-9E DI-3B 6 STR-11 DI-3B 6 STR-12 DI-3C 6 STR-13 DI-3C 6 STR-15A DI-38 6 STR-16 Yard Drain STR-17 Yard Drain STR-19 DI-1 � � 0 a U 00 2" OF SM-9.5A SUPERPAVE 49.5' +/- ROW r z 0000 0 0 0 0 0 0 9' DITCH 20' TRAVEL WAY , 6' N w 10<_)0<_)0n0n0C)0<_)0°°°°°0° 6 - VDOT #21A BASESTONE 6 2.5 „ z SHOULDER CURB II I I I I I I I I I I I I i I i- COMPACTED SUBGRADE W I R_ OFIELD VERIFIED 3' TEMPORARY CJ W IL TOBE PAVEMENT 0 _T FL 3 TYPICAL PAVEMENT SECTION FOR PARKING TRAVELWAYSFUTURE CONSTRUCTION BY Ct CONSTRUC110N BY 5' S/W 1,r_�4_ C8 Not To Scale OTHERS AHCC V) 1.5" OF SM-9.5A SUPERPAVE N 0 5" - ASPHALT CONCRETE BASE COARSE �' N 14.5' ---� 13' LANE 13' LANE71 W N ' TYPE BM-25.0 4' 4' �- Q °0°0°0°0°0°0°0°0 BIKE BIKE > > 0 0 0 0 0 0 0 0 to _ _ _I 6 - VDOT #21 A BASESTONE LANE LANE W ULTIMATE _j COMPACTED SUBGRADE —III III—III--IIII i (- CENTER LINEq:�" > CBR=10 TO BE FIELD VERIFIED TOTAL FUTURE ROW = 63' Q w 4 �o TYPICAL PAVEMENT SECTION FOR NEW PUBLIC ROAD w Cg Not To Scale 01 �� ��, \\ \ ACCESS ROAD CROSS SECTION STA 13--I- 75 - l u-I-50 N C8 Not To Scale � ' ;D \\�\ 5 STORM STRUCTURE TABLE \ \ ,`� O CO Gj O GJO ���� �� \� �\ \ tug Not To Scale 560 560 /o )54 X/ 543.7 550 / \ \ CD trA� Existing 6" PVC Pipe To 539 2 J" -,Be eplaced With 5�-0.113 .56'-18" RCP Culvert 7 J•.� „ ..- j /1 Ben & Margaret A' ., fazi r ,16� J/� , B 521-518, 523 (Plat /j/ ' // / I e 540 DB 440-179, 181 (Pla I r Zoned: R-1 j Use: Private Residen 0P / Q • o� - �a '` �- / ewes' ' / / \ ✓ Say, S /�� !� \ 530 �S % / 0.3+/- Mile 0 \ /� - �� ? —' Q\ To State Route 20 2 OFFSITE UTILITY IMPROVEMEN TS DETAIL C8 SCALE: 1 "=30' 520 , > \\\� r ,M - ; a i I _- -- -- -------- -- --- - - - --- _ --- - -- i ---- ------ I (j 86.00VC 130.1 OSD ' 11.27K-Val------------- �o N CO I (.0 { L6 `— (o 00 r" j EXIST. GRADE Q w 18" IDPE Q � Q Stor Sewer I-'-'' - w a o I p0�° Inv.= 42.01 5W - -,�Ln - + ----� Lo o m --- ----------- ------- --- ---------- ------- -------- - - - -- Z N r7 C: —i— N I # cnw C[w i-_ cnw w w li 0-- 0-- t z 93.33VC ___ --------_._---- ---' 64.61 SD PROPOSED GRADE i F- w U - Val I -2.00q I 4% TANGENT GRADE 40' I -- ------ ____ ------�-- AT STA ------------ 0+57.00 ---- -- -- -- - --- - - 1 I --- 15" HDPE Storm Sewer j Inv.=519.60 l 10+00 11 +00 12+00 13+00 ACCESS ROAD PROFILE _> ALL \ 540 540 43 I / S Q � i : I \\ \ I EXIST. GRADE \ 530 i I 530 Uj \t ' 3.5' EYE HEIGHT s \ j \� sue` \ I 1 \ \ i _ - -- PROPOSED GRADE € re 520 Uj ,� 520 ! 7� 1:� I r \ b h : : \ \ LL >y` 1 E : `•`€ ( Date : \ I a � C 9 i i 3.5 EY E HEIGHT t � i 10/08/2012 - 510 / 510 Scale N /A 0+00 1+00 2+00 3+00 Sheet No. � OFFSITE SANITARY SEWER CONNECTION DE g VERTICAL SIGHT DISTANCE PROFILE tia C8 OF 21 File No. Scale: 1 "=30' C8 Cg SCALE: HORZ: 1"=20' VERT:1"=5' 10.033 TM P 91-1 Albemarle County Service Authority — DB 1089-670\ f ` �on ed:\.R1 '�\ EX."39'\EMPORARY GRADING-E�SEM-EN-'-----,\ \\ \\ \� _ �� I -A z FROM ALBEi-ABLE COUNTY SERVICE AUTHORITY \ \ \ } t w Use: Public Fa -col ities � � 1 �\— — �� — �B 4425 PG16 — — — — — — \ New Treeline /` / cb 1 z :i \ \ \ \ \\ _ �(typ) �/ a� 1 / �! w I uzi C \ , S rL.. \' ' k-.,.0 .\\ ? 3 C. \ \a ♦,'\.v \ \ .CS::' S ro %> •r t ; \ y. K Win\ J) s x s , h• z, z R\ h t v j ^ , v t K „a g , y y , 'i': � v. a ,^ r.^: w. .o^v, . \", o. � . a53,: , `i ` 3.. s•... , .,, , \. \ ' , c �t 1 . IN a „ ( TM1 D \� � i Q Dominion In Inc. NN DB , a \ 12 3 7 i Y. `n ! :*� \ , .. \ . `:" \ x . \ <�:.:: - ,'� ... ST 7 i .. � — R 8 .. ^S.ZTJ. \c, / yy ^ti c` \^ 3 x x 105 \` a;., .r�. D z . b c �. �?:;�. Jam\ � � ,' ( l w Zoned: L—I ,• ��. STR R ASE N �- '4 \ u \ L- `\ •.3' 1 � t G3 E \4 \ . o > e I Use: Service Re alr �" y ti M s J t Y / _ I ' k,<` i;r 'a r' :,'`�'t;' '``' ) `�yQ��i2 T '\ \�:\�,� �j F�•,�>.•. ' \ , gas � \ —... " .v .r y ay •:';;'r' �"J5 .,t ' o<i�2` � l I \ r,. �;.. ! •,e,'. ,:o yr'>':r \ , — \ � "'' J I fW-6 ,.. -v ..'� k: \ \ ,•`',a'?#r .❑ ❑ ❑ ,,.k', „yr \ �— \''."' .w w .v a .v a a, n y S ck -king B / / x� _ l .\8' ¢'w,::Fv>.st b.,. .<C'+5s>y„��,\(ha,#<,..:,.:,j'�,'.\v\\.°p`�,\., F J �, � . 'fi .,y♦. y -e a N m ,.y .s a. I � \ .r%k. :.?� Y :c\'ac't�s.°e5y(x.. "n'>3' '. ♦SAC � �\ �' :i;. a y a Ret. all } / n:.. i,..a: '�',a k • a b \ / � \\ k x v✓..ys £i�;, .5e2>o?:\C`i'J,'�,!g"` �,',\�'� ` , �,'�<�,. a yx a b a ` , � \\.. ' 6 / ! . <yy a`. ' �\�`E�'gC '•Cva�\'; �5;:.?: \�, c.\\ ., I �: l fi�' �� s .v .v ` — ! \ : \ \ \\ -! e l Max Hef h t-11 ,� . u� . \ , ` .. \ ' :,. ??:?«.Yw;?;;v :t�a;2� h...�: • � 1 1 �w'' t u .M o. `'`�'�� � ,\,. / S' \.^\;>5 ,`�' \ / .� 'ice\:```\,,. �`';•. `"'.. / / / 0 a?)v'c`` a.?>�z ,. '� �„G.Y\k'..\\\ "v ♦ / -•. .j `ate„\,>. I ,v a` .x, ,v -r i <• l .s'. ' < ,. `�i �.\� "\off♦ `x. \ '< • l i / 4 / METAY•j, f � ..6! •I. ;`?+t\ "\,\..` I -v a• =/ / a• ar s \ `� SAFETY ILIN /;, 1. �/ 4 t'• , h w: ` a ,a: y K L -k / ' � `. ..: 1 •., .• \\/[.. ;: . ; l••+ �. n x,, ,• y i ,a a.N•e T eli e ! � •1 1 / `t • � 1 ` l --' ; -�.: ;� �';<� I d y '� (t '} ` �----_._ U N IMP A� <f. � '? • / I s: •- Jj ic. P40. 5183 /(,{•y ,\`. � .@.6 ` / 1 1 � :'J '. w ;:? 11 y-k Y •a / /-b ,y a y / � / U / /� / �� `a��,\\ia :� x •,! ! / % l x k x ! i k /l I ! , `1 %c;`:?�,; O / I . yam' y a .r 'y .J ` u \ ,�j '� SI0NAL �11 010 ]AN TMP 91-12- r' I N S�'#: 2012— 0000 f 388 / / » DB 4132--3471 o / sTR 9A1 � Existin/y{r r P o e tin �TR-15/ST D4B42454-2176-53r(2-P5 I cn �/ !' I �/ \\ / Zoned: I B�/IC STR-9A2 \ f New Trejiine { / " y ;° / / ! Q , ❑ ` / ! STR-1700 \ EX. 20 EINIT TERLINE EASEMNFOR /I- TDB 1/ of bemarle, intyVA FUTURE !CONNECTION 979-44 46&47 (Plat) �2PG 325 30./TEMPORARY GR ING ! � I ZOn R-1 Priv e Residence _, / '- � -\ \ ,�.� -��_, / � / , / / , / / + I % / // / I �\`� �'�,:♦' �: � / PROTECTION � l ,� I / ,. -- ..,• `�,` � \ ` / / / / / / , \/ / � ! / // / // � / � '$ � �\ �VDOT STD DB 4425 PG 32 P t IS \ / � �°��� `'\< <\\ ..y, , ...� .• '2r< .'/.. ` I I / / .. y ' ..' s'. ,/s'.. / �/ :{ ,`GUARDRAI� � .'}, � 1 I 1 �. \ ` ��. . , '':... is ' , / / �--�...._.._ ::::,',.a;.:2;;�^.��: / � / ! • r � . ; / ,: ,,� u \, TM P 12 C �" r \ I/ J / .� \. z"''; / -•; :,, ,/-'�`��re`�''";; STR-9D1 ,� // ! .f•/�. �• � t ,`� � `�; I / GALaXIE LLC. � �/ � / \ / � \\`( � 4 • STR-9D2 � � >� '� �_`>',� / / �;1. / 2, ��` �' ��. 11 C I />: \ra. \ / / \` � J LANDSCAPING REQUIRED: � METAL �s;r.>.. ,>. • � /�AFETY RAILIN]C-� .� ,€��a , -�-'' // � >%"� f ":� / ` k o �DB 1 32-350 [- 10% of Total Site Area of Canopy: 234,353 SF * .10 23,435 SF Parking Spaces: 90/10 = 9 Trees � and Circulation Area Stacking Blo �;;.. \a��,�. "'� • _ a, a z _ £�<�k;# /58 602 * .05 = 2,930 SF 33�,3 „t:..'�<_�> ..,• .. �.� ® � :. �""�;:��;. r- j;. / cant L c �`:�' ' U's e : Va / / Yr;.; - � Ret. V�1a11 -- -� Win' �;�. ��;�•� Q, / � 3 �\��` \ •• ' ..`' �:t5 / Max �l�ight=14 .� °���'�� � �`" - - - / / / ,r, >,;� �• ?s,, wt>. y'�:�vt, �e.: ❑ S T "^<I .9 7 Acres ',� - _ <r� . �a3�:, LANDSCAPING PROVIDED: •;, �:....\`. � '/ 7,031 SF Existm Cano 'F ,♦ \ a. \ a i Ex. Storm Sewer Ea DB -442S PG 325 r TM� 9`2 /13 // ///' 6 STR- E _ _._ 5 / / , / / \ Tree P�ot( ct)oir \ County of Albemarl\e S,chg'of Boo/rd /Stacori'og Bloch \ .\\ encipq \ \ DB 1033-313\\\ /' /' Ret. Wau/ c DB 1096-739 Plat \ 9lax Heiq st=8' DB 619-368 (Plat) .\\\ \ Zoned: R-1 \\ \ �— R� Use: ElementarSchool Eistin 20 { I Private \ \ \ \ \ \\ \ \ asem Road \j !DB 42"- Plat) "Re'e lo\ c servat \\ �\� \� \\ ,\ TDB 530 �79 \ \4"0 \/1ecs�t % �heet C1�1` \ \ \ — I I { BE r \Ex� Gala'��e Farm L\arie \ � 01 Private ROW \ ) { \ \DB\219-�61 (Plat) DB �6-1 ��, (Plat) 30 0 30 60 90 Scale: 1 "=30' ���` ��` ' / �o / / DRAINAGE 16,584 SF New Canopv / / / EASEMENT 23,615 SF Total Canopy - _ � /' DB 4425 PG 343 9 Shade Trees I 4, 0 SF of Interior Landsca in / �-30 TEMPORARY GRADING EAS� P 9 FRQM GALAXIE, LLC. NOTES: / Di3 4132 PG 35� Contractor to a 1 mulch beddin P all round aproposed trees and shrubs. P landscaped oreas shall be sodded. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Canopy SF Total Canopy SF Large Shade Tree Acer rubrum & cvs. Red Maple (October Glory) 1 1/2"-1 3/4" Cal. 17 397 6749 Large Shade Tree Quercus phellos Willow Oak 1 1/2"-1 3/4" Cal. 10 370 3700 Medium Shade Tree Carpinus betulus European Hornbeam 1"-1 1/4" Cal. 9 177 1593 Ornamental Tree Cercis canodensis & cvs. Eastern Redbud 6'-7' 8 124 992 Ornamental Tree Magnolia grandiflora & cvs. Southern Magnolia 6'-8' 8 82 656 Ornamental Tree Cornus florida & cvs. Flowering Dogwood 6'-7' 7 124 868 Deciduous Shrub Spiraeo x vanhouttei Vanhoutte Spirea 18" Ht. 23 41 943 0 Evergreen Shrub Ilex cornuta "Burfordii" Burford Holly 18" Ht, 19 57 1083 0 Evergreen Shrub Juniperus chinensis & cvs. Chinese Juniper 18" Ht. 9 - - TOTAL SF: 16584 L\� NOTE: CANOPY FROM 10 YR -- - TMP 91-1 o0 Albemarle County Service Authority �. 3 °� Z DB 1089-670 ° W Zoned: R -1 EX. 30' TEMPORARY GRADING EASEMENT - ` , -_/ % h� z Use: Public Facilities FROM ALBEMARLE COUNTY SERVICE AUTHORITY v, v Z --------DB4425PG216-------------------------------� cameo w / Z a Z I Z \ ___--_---_ _-------------------------- 0.4 0.3 0.3 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0-1 0.1 0 Q� . b;3 yen :, \.� :;b xE +��>'r-' .�a.:f ".,.. \.. "�s'.... IN 11 „ 0.0 0.0 ; y -�` ` n . t r�.'� �f y J b \b b \ } \ \,'v. .tea <i `\ `• .,d . �' av . f 8 Z Z {` y ' >� e \. '+,�\,` \� ":\:` \ +.,a..,a \ fir:,?;ai•<�%^" o:r',s>,;<>>ss:?:, \ s=5za 1� ' .>7... :' .. �.. `;:. -," .->:,'•c� 4 •S. � '< •, •sus,.. `s�cs> .. a <v. , , ..... ... ii:, .r... ,..•,. ., ... F Q .a , .u. ... r n, \ 5 � r \a. x \ r Y C , rs' :^Y'yr'.a 0. �. 'a .;<v L . bk . > ,. :axe. �. � a Y A b '.`a a J>.. c a,. �\ .. P 1 D ,\ ..� , �<,�` , is"` \ -- ,tea'StWEff Q �, is'f �` a omin'on Crone 8Rigging, Jing Inc.C. 0.20 0.2 , , aa4425 >.. t \ J\ � P c 325 Y+3 i ..fz Ea:.. . > , :. :vo-.: .. .. y� �,: ... .+. ,., .. ,. ` a , •c a. >, \ \\�\ aa�'zJ;; a. .Lj DB 337-594 . .. :+. as ..:.. ., 6 :"F' ,,, ., ... ....... ., .. „ w<.+., .,.3:y �. .a' .\ .. .» \. .> ...\ �\. .�.. �\>. '�;ic`:.<:\ �,., �.. AN ,y DB 2 �� r .may;';: �... <. �. \ i\ I _ 8 SAN � \ rn - N 7 ;n $ O\ a k p T`�3 ;' \ 1 - 5 a - - 0. +a \ s k P I a ,\ v, 1 5 =:_: 48 0 ,Y; � , \ I �. a \y, F',ew \\' '`Z aR . \. 0 [1J ,.:.'fix pr� ty, it � fi. C L - °� Q yea. � � , <Car + b' Q . W f N ; "h i3 \ �� p+, . L , 0 �- Zoned \ "� `%'��>£:a�+. r" ,. } u 4 a is + + _\. 2 1 .6 �a 7 3 .• . 3. \ Use: Service Repair Gara 1.0 1.0 ' ,� - Y ' � P g\.,.: o ��.��' �; \`.\ :�;, •:. .. _ Retair&/nry'/"aN Y x y Max. Heigh 4.4' �' +\ H 0.3 9 % _ <'. , 4 + 0.4 0-3 0.3 0.4 0.4 0.7 1.1 ": 0.5 x a w r ;�: 5.2 3.4 0.9 i. - ; k �• 1.9 +'`�;< ,�:<' B-1 Stacking Block + \�\ .0 ;.. y.. ;`� `�, 0.5 0.0 0.0 0.0 0.0 0.1 0.4 1.51 0.6 g / 0.9 2.7 5 3.4 3.9 2.4 2.0 0.4 0. .:;,,, �, s.';a,R:, e x x y a a Ret. Wall �;�>�; '' \� "•��k.. „k- ♦ r^;,.a.y'.\` }\ 2. gar• �.?a,,,a'`` ,� a s y x a x m Max Hei ht=11 \, _, \�. ,�:. �; � ���"��5. ��,,:, . a?,.�,. r_ 0.4 ', _+ 3 + $�'`'\' '•' O:S'" 0.2 0.3 0 : t�'Q,' 0:(. 0 0.0 0.1 0.4 1.5 K 0.6 y x y x x TIj I.2 .2 .9 :;�." `` ,4. 1.2 ' a ' 1.. �� ,; • .. � % \. �\:> u <, x / '.,\ 1.4 .9 \v\\�:�� \`' 4 METAL .g 4. -,-. 4 ... 4 y y y �• SAFETY RAILING /-1 1 1 -y y y - .• i•- ••'<• .•. .-�:- y y ^�` .:. �. , y y y A >s:Y y 0.3 -t T T T T T 1•/•,.! •,: t t I < I •T - .•'•.�,r_ i- 't_ 't' + }. x i� 1�. 1_ _ 1_ _ 4- + +-•I- Y....v 3 T 1.2 '4 0.6 0.5 0.7 •' U1j � k)-.b v0.z U. U. 0.1i xi'�e o_9-a; C�ei 0.1 0.1 O-i .. 0;' AO.> .•_�� 0: 0.0 0.2 0.5 0 9 0.5 x x L %.\ : • r I,. f + y x ,Yx x JUS M. SHIMP >- P: < 3 /+0.5 +0 +1. +1.6 +0.1 +0.1 +0.0 A 0.0 0.0 0.0 I. " <'< ` . 0 6 ras y x y ic. o. 5183 \ ::. .=f'� x x .e v ` x a u m '� Gj 'L v �l t"1. + + + 0 .5 I -x •! y •v y u •+' y y r \ \ + :3 +0 5 + � +0.0 +0.0 0.0 0.0 0.7 d aB &A5 SN I x ���� x) ' P E \` 0.5 0.2/ 0.4 0.6 cl 3. TMP 91-12 08 s y 1' .`�� 1 \�� L x +V Y u ONE 1`�� \QxxALBEMARLE HEALTH CARE CENTER, LLC. I \�` I y y > +p. +o. +0.7 +1.1 + +0 8 INST#: 2012-00002388 0.7 y x k DB 4132-347 + + + 0.7 + 11-9 + + + +: 1 + + DB 4425-165 (Plat) 0.0 + 67 y DB 4425-325 06 Zoned: PD-MC + + + + + I I \ +0.0 +0� 0.21 +0.4 +1.3 +3.4 ?<<.F:.:,., ''. `" 0.5 0.2 0.1 0-0 0.0 0.0 0.0 0.0 0+0 0. 0.0 0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 < 6.26 AcresIF . �, Yn + + + '. /- TMP 1-11 +0.0 +0.0 0. .2 +0.5 1.5 3.8 w. «,� +0.5 = � _ _ - - _ _ - �- � -bounty of bemarle, VA r .. ( 30'./TEMPORARY GR ING DB 1979-44 46&47 (Plat) �•. + + +0 --0 �- � d. I `„'•,'a' / EA; EMENT FROM G AXIE, LAC zone R -1 \ z r\ ff \ \ _ \ ., Stacking gWall Block + + 4 +1 + o.o 0.1 0.0 0.0 Use: Priv e Residence 0.8 i 1 I Max Height=10.5'/ EX. WATER,, PROTECTION f + + + + + 'I; "`� �'r ,. « 0.4 � EASEMENT '' ' +0 4 `+i4 +0 7 0-1 0.1 ®0.1 0.0 �'\a DB 4425 PG 32 -"\ .� _�,, ,z VDOT STD Qj :, :.� s, w�, , i 2: - GUARDRAI� / + '7 +0.9 +U.9 +0.9 +1.3 `'a.1 0: < + + 0-2 0.1 0. � t� 1 t�:i 0.1 0.3 0.5 0.5 OJ !✓✓ 2 " . �q�-' 0.1 0-2 ��. "..a 4. `z �, 0.3 / TMP .)91-12C ' ._.. '�!�5&'s"::',^�i•S��>:f' -.d . f : -� ?•' +' 3 + a $ $ 'tV - • : + + + + $ + ;;.. k 2.4 2.6 1.3.' $' 0.1 0.2 0.5 2.0:\'' -5 0.2 0. .,.0..- +0,,3 .2 0.3 0.5 1.3 1.2 2 i �, .., ; rf ' GALaXIE, LLC. / 4 � � 0.4 J D B . 36 43-110 r c..,>\>:� \ 0.1 0.3 O.�3 0 +0,4 +0.3 +0.8 +0.5 +0.5 +0.7 +1.2 +3.2 +.�� 9 / / 4 METAL +a >:°? + +1.7 +0.8 + + + + ener s f 3.2 ,. DB 132-350(Plat) SAFETY RAILING k a :: a o >`f' \`\' 41 4 $ + + + + + + + Via;:, /• / Zoned: R-1 p. 3.0 0.9 0.1 0. '� `� - •4 1.1 0.7 0.5 0.8 1.6 ��„'` �, �`A\",' .3 /- 1 StackingBIOCK __ �£ '? --�` U'Se: Vacant Land Ret. Wall - >' ".,\�`,, � e° :;. ' ..�.'� �`?: I/• � f'rr„ .e. :I y' s - + + + + 0 . 9 7 Acres Max Hei ht=14 + � <<: � + + + �. f. + Y>`4 + 9 6.. \, EXIST. 20 ;\ ,�'y •' :'�s'o. \�a` .'a:'a' \` .f t s .., \`•;•,. ,�.v<?9';y }.. •.v, s. :> : .. : '. . . '.' ' • %' .. \`:. ,",4zx's,: `n • ' .\"' \ i' A . 4' e: • `ix\`.<Va,' ''\,\\ ' >\`;e , DRAINAGE Z *xb a k \ v, EASEMENT � `a fn• 0 � 3 as ` \ • . >`a.,''. c'\ "`�. , , 3 t �` .,\`�'_ , � �:<�,' �� .:., . ,..���f.>. 4425 P 43 Easement Ex. m Sew .3 0 6 ,.x ,.. r < � ., � w,�. o£�� `�.�� \ . o, nf.\', � %.,, ?..,. , xf, " \�„' :\\ava.., a\,.. \, � ,\\\` ,;� ,�< ,r:::iF>:W n�.;£t.;:�<::�„ :��w .,::`�`� �' ��`�`a��r ':\��,.�:> ' _ .,�v,,, \, .,�; �\, J RY GRADING EASE DB 4425 PG 325 '�,�; ` :fir �� " .� ` � �}.���,<,,. � \.\���J�,^\�\ \ ' + + + .1 / + �'' xa ' 0.6 >�:4 0:7 1: 1 >5 1:2 0.5 €R M GALAXI€ LLC. , �;:<:::;� 'a � :>..K.: n���`.... � \'\ \` 1. � 1.4 1.3 0.9 0.9 -.. \ D1�4132 PG 352 0.1 + +,, c ; ' 2 � �0. � ` � •0 0.3 0�2+0.4 �107 0.5 0.3 0.3 0.3 0.3 0.7 0.7 0.4 0.3 0. -13 p 1 5 0.2 2----_ 8. - -- 0.4 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.3 0.1 TMP 91 .1 1 / + +0 �' . \ +1 • +2.8 �3:0, +1.7 +0.9 +0. �t County of Albemarle School Board Stacking Block DB 1033-313 Ret. Wail \� �, -R ✓'"`��- `� Max Height=8 +1:2,. + .0\ +0.5 +0.3 DB 1096-739 (Plat) \ DB 619 368 Plat Zoned: R-1 `� ~\ Use: ElementarSchool +� ' + y 0.1 .1 0.0 ', Existing 20' Private t Road asement + D8 428\9 (Plat) 0.0 \ 0.0 DB 530- 79 (Plat -t TMP 91-12B,'� Ben\ & Margaret A. •---Frazier i \ r -rB 521-518, 523 (Plat) DB 440-179, 181 (Plat) Ex. Galaxie Farm Lane � 20' Private ROW Zoned: R-1 DB 219-261 (Plat) \l� �- Use: Private Residen D8 246-127 (Plat) 30 0 30 60 90 Scale: 1 "=30' STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min ACSA Property Line + 0.3 fc 0.5 fc 0.0 fc N / A N / A Albemarle Health & Rehab Center Site + 1.4 fe 8.3 fc 0.0 fc N / A N / A Galaxie, LLC, Property Line 4- 0.3 fc 0.5 fc 0.0 fc N / A N / A School Property Line 4. 0.2 fc 0.5 fc 0.0 fc N / A N / A LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts KAD 400M SR4SC Area Luminaire, 40OW ONE 400 WATT CLEAR A 3 (PULSE START) MH, High Performance ED28 PULSE START KAD 400M S 38000 1.00 456 SR4SC Sharp Cutoff, METAL HALIDE IN R4SC_(PULSE Reflector, Full Cutoff HORIZONTAL POSITION _START).ies MEETS THE 'NIGHTTIME FRIENDLY CRITERIA KAD 400M SR3 Area Luminaire, 40OW ONE 400 WATT CLEAR ❑ B 3 (PULSE START) MH, High Performance ED28 PULSE START KAD 400M-S 38000 1.00 456 ® SR3 Reflector, Full Cutoff METAL HALIDE IN R3_(PULSE_S MEETS THE 'NIGHTTIME HORIZONTAL POSITION TART).ies FRIENDLYCRITERIA KAD 250M SR3 Area Luminaire, 25OW ONE (1) 250 WATT ❑ C 2 (PULSE START) MH, High Performance CLEAR BT28 PULSE KAD _250M_S 22500 1.00 288 c SR3 Reflector, Full Cutoff START METAL HALIDE R3_(PULSE_S MEETSTHE'NIGHTTIME LAMP IN HORIZONTAL TART)Jes FRIENDLY CRITERIA POSITION KAD 200M SR3 Area Luminaire, 20OW ONE 200-WATT CLEAR ❑ D 1 (PULSE START) MH, High Performance ED-28 METAL HALIDE, KAD _20OM_S 18900 1.00 240 n SR3 Reflector, Full Cutoff HORIZONTAL POSITION. R3_(PULSE_S MEETS THE 'NIGHTTIME TART)Jes FRIENDLY CRITERIA ❑ E KAD 250M SR4SC 1 Area Luminaire, 250W ONE (1) 250 WATT KAD 250M S 22500 1.00 288 (PULSE START) MH, High Performance CLEAR BT28 PULSE o SR4SC Sharp Cutoff START METAL HALIDE R4SC_(PULSE Reflector, Full Cutoff LAMP IN HORIZONTAL _START).ies MEETS THE 'NIGHTTIME POSITION FRIENDLY' CRITERIA Area Luminaire, 15OW ONE 150-WATT CLEAR El F 3 KAD 150S SR2 HPS, High Performance ET-23.5 HIGH KAD_150S_SR 16000 1,00 189 o SR2 Reflector, Full Cutoff PRESSURE SODIUM, 2.ies MEETS THE 'NIGHTTIME HORIZONTAL POSITION. FRIENDLY CRITERIA ❑ KAD 400M SR4SC Area Luminaire, 40OW ONE 400 WATT CLEAR . G 1 (PULSE START) MH, High Performance ED28 PULSE START KAD 40OM-S 38000 1.00 912 ❑ SR4SC Sharp Cutoff, METAL HALIDE IN R4SC_(PULSE Reflector, Full Cutoff HORIZONTAL POSITION _START)Jes MEETS THE 'NIGHTTIME FRIENDLY CRITERIA County of Albemarle C011servation Plan Check ft-Tb be placed ,ori.LanidscapePlaias (Handbo-olk, pp n1-284-111-297 far.complete SpeefflMdOAS) The fallowing items shall he shown on the plan: Limits, of clearing (outside dripline. of trees to be v&A)q Location "a type of PT few ; n/a ora4,pchaW- & requiring trey welts or walls n/a posed trenching or tunneling bqodd 2., Mgrktr L1 All trees to,• be: saved shall. b6.mar thd. with print,orribbon at hai ht le J .6 to equipment operators. c � ar y visibly No grading shall begin until the -ueemarking basbeen inWclod and approved bya County Inspector. Tree preservatiom-W4,proteetion measures: shall be reviewed: With the contrAdtor':011:9ite, ,4. EguintrientOt er0171—onand Storage. Heavy equipmdtlt, vehitulartraffic ailidUoragr ofomstrueflon MteflalsificludiAg soil shall not be permitted within the driplines of trees to be saved.. 5. 90 Erwjoft and Stormwate r Detention DevicWt ftchdeVice& Shall not adversely aftect.0dog to be saved.:. n/aU Fins, _ate rot permitted. WWn loo feet of ft_driplincof trees to be saved. 1. Toxin Mw n/aLj Toxic mawrials," -not. be stored wiftrit 100 feet of the driplifte 6f treeg!tcr be saved. 8, Protective Fea ul Tid.eseta be, tetatrierlWithin4i[lf U.' F0,ac1M- s w hai-a ll be place and shall be.iospected and apptoved by a.Couat. laspectol prior tograiii-agorcionsWaction. 0. Tree 'Waw n/,3.Lj' Wheq the groulad level must box4sed Willft the drtioae:of 3. tree be to saved,. a tree well shall be provided and, a comiruotiorl detail, far approval, Ira. Tree Walls: n/a .Q. Whoaftgr 11 be provided; And a . -nstrlix-tion. detail. level must be- lowered within. the ddpli= a tree to, be, saved, a tree, wall sl�d T1* T—ignehing and Tuawtielluz .destroy n/a.Q. Whqn #"4WOg is requifod.VitWA the limits of clearing,,a -4w . f�qm the trunks of, trees as possible. Tdjinelipg -largo"treeit'is'afttic, -no trenching will&ederroag. under a -shall be-, c6ngid6fed as, An: alter when. anticipated cessary 1.2. Cleanuo. 10; plaecaver, &-e lastitem. &-rd dAmiq enciug shall g trig finl cleariug. 13. 63 :Damaged tr thall be ttftdditn-medibitely-'by' pruniog' fe tilizati rn ordtb& methods recommended by a tree specialist. NOT& IT IS Tfll� DEVELOKR'S RESPONSIBILITY TO CONFER Wffft THE CONTRACTOR JON TREF, `CONSERVATION OWNERAG (IYATE) CO R (DATE) N PC $ T.* 5/1106 Page 1 of 1 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER 4" COMPACTED E WA TERING BERM EXISTING GRADE PLANTING PIT. SEE SF EXACT REQUIREMENTS SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S FROM TOP 1/3 OF R( UNDISTURBED SOILBALL ­_D1A­.(M_IN) _TREE PLANTING DETAIL L C1 1 ) �Not To ­Scale����� Ln M ---t-I AA — M — M :11M 'A 0511g, J kh I FEATURES &SPIKIFKATIONS WENDEDUSE'-Ideal for parking areas, straefligpiling, walkwaysavidtat litaits; ONSIRtKTION —Rugged, die-cast; Acomeraluminum housing witho.1ruounjuai waothickriess. Diecast door frame hasimpract-resistantirempered, glass lers that is fully gaskered with one-piece tubular silicone. Finish,, Standard finish isdark bronze (ODS) polyester Powder finish, with other architectural colors Available. OPTICS Anodized, aluminum reflectors: LES full cutoff distdbutfons,R2 (a5ymmetrjc), R]i (asymmetric), R4 (forward throw) and R55 (square) are Interchangeable. High-performance anodized, sequiriented aluminum ,reflectors JES full cutaff..costributions 5112 (Asymmetric), SR3 (asymmetric) and Slielk (forward throw, sham attach with too] -less fasteners and are rotatable and Interchangeable. ELEMKAL — Ballast: High. pressure sodium: 70-15OW is high reactance high powerfactric Constant wattage autotiansformer for 200 400W Metal halide: 70-15()W is high reactance, high power factor and is standardwith. pulte-starlignitortechliology.'SCWA'notrequired..ConstdhtwattayeautotMnsformerforl75-40OW;StjperCWA (pulsestart ballast), 88% efficlent and FISA legislation compliant; is required for metalhalide 151-40OW(KWA, option for Q5 shipments only. 3A, NOM or INTL requiledforprobestirtshipments outside of the US.Pulse-start .ballast (SCWA) required for 200W, 32OW, or 350W. Ballast is 100%factory-tested. _D-el 1 ­ h­;'1 150M Mo u1base socketforl 75M and above SoftSquate Lighting am, Specfficabbns METAL HALIDE: 70-40OW and 70-400S, With topper afloy, nickel,PlaledsaeWshell and center contact. UL listed 1500W, 60OV, EPA- 1.2V HIGH VRESSURE SODIUM: 70-40OW USnNG$- UL Listed (standard)..($A Certified (see Options). UL listedfowVC ambient and wetiocatiouls. IP65 I � rated in accordance wit standard IEC 529, *Weight,. 35..9 Ifis (1 6.28kg) 201035' MOUNTING Spedficatio[issubjecitorhojigewithoutnotice. Length: 17-1/2 (445) Depth; 7-1/8 F 18. All dimensions are Inches (centinieters) unless oihersvlsespetibed. 4 *Welghtascomfigured inexamplebelow. �(Ioz (44.51 rot shortest lead times, confillu le: KAD 400M R3 TB 5CWA SP004 LP1 KAD I KAD Metal halide 70MI-I 250MIr�essure ajgh "MI/77 ceramic *7 10 Standard reflectors MA. Mg llfghoeriorrnance. 120; 248t (b[anki Magnetic balla5t M XNI I WN ONE)" 1, 1,71 MW M Ship§ in fixture cartan km length SPD , Squarelide 04 lVan metal R2 1EStypell reflettoo loom, 320m, so;; dinm halide asythmetle SR2 IES type 11 2401 CM corratit RPD Roundpole 06 6" arm Isom MIA 705 1005 740MH(',2 100MH(I R5 IEStype Rf asymmetric' asymmetirIc! SO IE5 type 111 277 isdatedt . — WBD_ Wall bracket 09, 9"arm 1715M' 409Ms' 150S ISOMHC R4 Btyple[V asymmetrie 347 WWD�_ Woodorpolewall 12 lZarm, 200M4 fQrward throv/ SR4SC_ IEStype"111 4NIf ANN 2.505 A55 f5typei/square forward XWA Super. (WX PD12P Degree arm (pole). 4146S throw 'Tale pulse -start ballast . DADl2W$ Degree armfivati) 230501-ITI N0TEJbrsh1pmeatstoU& WBA Decalrativewall bracket's: lermo*5(WATrWbe KMA Mast arm wMal fitter KITMB Twin mounting bar W.. IN I T"wO Sh ip2ed Installed hilklim QRSTID QRStime delay" Shipped separ3*13 (Wank) Dark bronze 01 Lamp included SF Single fuse (120,277,347V)" WT8 Terminal wiring block" HS HousesidesItield DWH white L/LP Lesslamp OF Nublefuse (268,240,480VI)1' ($11 MCeittffied PEI NEMAtivist-lockOE (120,208, 240Y) DIBIL Black PR Power trayP INTL Available Mill for probe start shipping PE3 Nfttw1sl4ockPE047V) DMO Medium bronze PER NIEMA twist -lock receptacle only .o The'U.S. , utside PE4 NEMAtw1st-bckPE(480V) DNA Natural (no photocontral) RE)GO California Title 20, effective 1/1/2010 PE7 NEMAbvtt4od(PE(277V) alurnmum QRS Quartz restrikesystem" SC Shorting cap for.PER option VG Vandaiguard" 4�7 WG Wireguard" I Ilatmitable-with S(WA. 12 9'arm isrequired when twoor more Winairo are oriented 2. Not available withUK onaw"llagpettem. 3 Ibesewatrages do not comply with (allionila Title 2O.M00ons. 13: Maybe orcleredesaaaessory, ,k Must te ordered with 5(WA, 14, Mustsped(yfirilish when aderdasanoccessOryi 5 These wattayLs requirethe REM option to be chosen , jbrsh[p into 16. Available wiffiSMandftl)9: Uffornia forIftle 20 wraplian(P-250M REUI in notavallWem;347 erM 16- Must spedcy voltage. WA with Ts. 6 jkduqid jacli-t ED28 required forSR2, 5113 a nd 5R45C oirgcs. 17 Otity.&aUabt,,witSR2,Sean45R4SCopfia 7 Hpgx-sldeshield available, it Max allowable wattage lamplirdin:19 8 High peyinmia'Ace Telriedonliffavailable with QRSTft. 19 Fteftwith KAD when ordered as anatcessory. 4(wifo, uselocan , 9 m4spo r . I I - ZO See wwwAithonfa.codilarchoators, for aiddifibral color optloos, - . 10 Opiidtialtuiti-tapbalW(120,21?$,240,Z77 , , V; In Wediir 120,277, 347V), 21 Most be specified. LAP not'avallablevvithMIC I I consult factory for avallablewarrages. 22 Musnselll?W. 01JIT0016IR SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT L15T OR AS SHOWN. ADJUST SPACING AS NECESSARY OR A5 DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY APTER, 4� PLANTING AND WATER 4/4 Ai, THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS E 501L SURF ACE ROH&�ENEL/ TO BIND NEW 501L ILI ;i. M 000 N EXIST. VARI_ABLE WIDTH TEMPORARY GRADING I I 0,111110112FAM' b. lr ",112 BA SHRUB PLANTING DETAIL. Not To Scale SET SHRUB PLUMB, TOP Of ROOTBALL SHALL NOT BE MORE THAN I"ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 Of ROOTBALL 3" TALL WATERING BERM FINISHED GRADE k 565 560 GENERAL WATER & SEWER CONDITIONS 555 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE 550 CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 545 THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 540 3. ALL MAT ERIALS AND CONSTRUC TION SHALL COMPLY L WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 535 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 530 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, 525 OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC, 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 520 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A 515 FUTURE EXTENSION OF THE LINE. 9, WATER METER SIZES SHALT_ BE DETERMINED BY THE ACSA BASED ON FIXTURE COUNT PRIOR TO ISSUANCE OF A 510 BUILDING PERMIT. 585 58 575 570 565 560 55E 55C 545 54C 53E 53C 565 - - ---- ---I--- 1 ____ - - ------ - -----_._________.____,.__._ - -- ---- - --- --- - _ ---- - - -- _ - - _-______ ___-_--s _------__ __._ _..._-__----_---_ i - - ------ ------ - -� -- - --`- - --- - -i --- -- ------ -._ __- __. _--.------ _ ------ ------ r I -----'-- - --_ - __ __ - - - _ _____-____.. _ ...__._ -_- - -- - _.--_.-.._ __- __---...-._ ... - -- --- ---- - _ _ ------ - _.___ __-_.._.__. __ ____ ---- ----- - - - -- --- _ - ____._._.._ __ _ _.--_-...____-_... -----'------- -- ----' - - -- -- .-.----`--- - ---- -- __-_ _____ .._. __- .-_ ,- _ ---_. _---_---.___.____ - - - - - - -- -- ---- ._. __.____...._...____--__ -. _ _...._____-_.____ ____-.. __._. ._._-______._-_ - - ___.__.__ ---___._____-. _--_.- -.________-__.__.-_____-.______._______.-___-_____.-_-_- .- - -_ _____._-_--_-__--____-.- -�- __-__..____ 1 --_--- .__--_- _-__.._____.___-__--_-3___-__-- _.___.-___-___-___--_.__-__-� - _-__ - ___ ___- _.__-____.___ _.__�____ ------.--_--_-_.__--_______--__.-_.___-__.r-- ____._______._______.__..__...___... _...__._ ._ _._-._.-______-_____ _____.--_ ....._..__-__...._. ...... ....-_. ___..___... __- .____ __._. ___-.__ _._t_-___ .. _. __ __ ___._._....__....... ___ _.. _._. _-_ .._...__-__ --___ _. ... _.. __.__.__.. _ _ __-. _.__--_.-_ _ _- _ _.___ ___- .__ _.-._-___ -_ __---.___ _ .._ __...-..._ __ .. .. ..,__._____ ._ �. _.___ _ -___ - _ _I {r ._.._-_._ ._. �_....__..._...._. -_._ .__.- -__ __ _-_..._-_.--.-.__.....-_--_ ..-.___._._. ._ . _..._____...._ __ _-____..-__--_---_-_- __________-__ -_ _._____...___..-_-_ ___.-_--.-__ _-_-_-.-__-____.-_ . __. _ _.--_. _ _-__ _._-_..__.__ _-__. _ ._____.._--.____--- .__ _ __-_-__ ___ _ __ t-_---- ----- - _ _------- _---------------- -- -- -- - ----- - - - -- -- ---- .. _--------------------_-- -- ------ -- _ _ _ - -- --- - -` __--__--- -- -- -_ _- ---------------- ---------------- ------ ------ - ---- --------- -- --------_.-- ---'--------- _----------_ ---_ . _.._.. _ - ---__--- ` - - - - -- ..._.. -- -- -_ -- ----- -- - I __ - ' - ------ _. --- _� �_-- _ .. ---- ------- ----- -----------------------.------ -- - -- ( ---_ _ _ -- - - - ---- -- __ - - - ----- - ---------- T -- ------ ---- __.._- ------ ---' _----,-------- - ---- --- - --- - - -- - T . ---- - - - _ . -- ---- - -� - '- -- - -- - --- --- r ---- _ ---_. _ __._. _.- . .--------------------'---____ __ _._ __-.----..- _- ___ --.. -_ _.---__-------------._---.___ 1 _. _ . __ __- ___ _ ____-_ ' in-�- -_ _ -- - I _ -d - 7- C= - V-�F ___.._ -- _ _- _ - - _ _ _ a - ---------- - ------,,-------- --- _-- - . _.--------------- "..__. ---- -` ----__---- -------- _ ----- '--.._.... ,-------- --------- ----------'_------------'-1 --__-_ ----'-------- 1 I - .___ __. -__-_� : :- - - _ =_._ __ .-.--: ---- ._ "- _ - -957COMP-AC-TED-FtL --- --- - --------------.-----'-'--'---- - -- ---- -- - ---- -- -- ---- ------______ ` _ _ --- _ _ _-- - -. .._ ----PROPOSED_GRA --_-- -_--_� ---- - -----I --- ---- --------------_---------- - - .__-__-_ _ _ _------___ ._ _ -- ---- - -- _---- --- _ _-_._.___._ ___._ - ._______ -- ..... - -- ...._ __. _.._ .. - . -___ _ ._ .._______ _ _ _ _ .- _ ,.... ------`----------- _--EXISTI ---_ - --------_ _ _. ___-_-___-_-____.____. - A-D--_---_-- 7 NG GR E _.___---_._ ----__ - - _----------._ _ -_- ----_-----_---- - -_--._ -_-_-- _ _-.____-_-_--_. 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ST R 9 D THRU STR 9D2 525 525 STORM SE C 1 3 SCALE: HORZ: 1 "=30' VERT:1 "=1 fl' 9+00 10+00 11+00 12+00 13+00 14+00 3 SANITARY SEWER PROFILE: SAN-8 THRU SAN-10 C13 SCALE: HORZ: 1 "=30' VERT:1 "=10' a LL (TR-9 STR-9 (TR-9 TR-9 OSTR-9E It Lij CD CD STR-18 STR-19 � 570 570 565 565 575 575 uj 560 560 570 570 555 555 565 565 I'� �d ui 55Q 550 560 560 545 545 555CD 00 555 540 540 550 550 535 535 uj 0+00 1+fl0 2+00 LO 530 530 5 STORM SEWER PROFILE: STR-18 THRU STR-19U. 0+00 1+00 2+00 3+00 4+00 C13 SCALE: HORZ: 1 "=30' VERT:1 "=10' Date 10/08/2012 4 STORM SEWER PROF LE: STR-9A THRU STR-9E Scale C13 SCALE: HORZ: 1 "=30' VERT:1 "=10' N / A Sheet No. C13 OF 21 File No. � 10.033] .... cs N a --� O • ..__-----CRA--._--..__ —_.AFT€R-i�9- er I ___.__-..._.- .._-- ------- -- --___—___—_._—__------.� _...._--- -------------_.___-------------------- __----_..-----------------...._...-- ---.__---__-____-. - . .. .. _...... - - � T Min.:--=�'�..._._._.__._._._._..__ _ Cover -------------—.___..... .. ----_ ..._ -- - --- -- -------- ' H --&&�2-E:F---[•}�••.•�35--C�D-D.51`�--------�_-------.-_------------ --------------_...--------_----.-._------------- r �. ---.__------------------ ---_------`-- i ----- _- - ---_-- ----------- --- - - T - -_ - _ .---------- __ — ------------?��3�CI*- = 8"-SF7R=3�-t�- :5Q�--. .._ -_ _-------- 1-6:2-�--6� _ _ - ------------------ __ _ - — ----_= - `r .l'�__—..—.__ __,._ ___._._-_-----.—._-------_._.._...__-__._-------___ � C'd -. _.___.....___.._. ___..____—_.--._.__—......_--'-�--------..._.-__.---._i..._-_----------.•._.__----------- � -.tom"_ — ���--------_..___... 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ALL TfIRUEFT gt,,Ocxs� C-0-N THRUST 8 'L 0 C K S ",ITS Y717 —0p View 4' ,A I N I JM L, M 4 4 IV, I N I V, u M — — — S'de V'evv 3' tAirI-num .4- rtir1C,1t"aI, of 95� .. cumpi�,u�_vi eq u i r Lz; 4 Galvan zed Bear-, 4 -n,­I, peretration into urd-5-rurbe, 4s' so approved by t­i A C C A TYPIC,6\L THRUST BLOCK IN FILL AREA TD- 5 F : ot To Scale Wilvirwalimm� OMEN OWMINI MEN XMIi nownt M11 Wilvirwalimm� OMEN OWMINI MEN XMIi nownt M11 I' -i0-'0PRCS5JrjN A 3Y4" MA-E PIP-- C(,"_'LIKG, GR ,ppmpvC5 J' T11-1 �1­ I nT CU FOR tE ()I, AT[`,G,1AIED SIICL MALY PESJ IT[r L _',TRVIrS (fk DUAL RC,^1,6_I1TI�L AND 12-11AMCrIk'2CES. TFE (D mul_ D,UA S F R',_11 C - ,,IALE: PIRE CQ0PLING PE "K! O (D LK ON �;IFAC I'D D' RESD=NtiAL ',IEPVCE 6H:,F AN MET-R H- NOT pert IUCU SINGLE SHAV�-_'E k Q- E,; 1) SAIDDLGI, 51 AL_ BE USCG ON iv.'C RIT. "As- JRn i LILI i_c� Zia uma t-1), .-Q ATt011 fTO? TYPICAL SERVICE LATERAL INSTAILLATION NITS FIG.. W - 6 TD - 9 Not To Scale P • I. x _ Steel NTH, et 4 WA S L E: E wAFCRP�0017 HAL Ke MIA. "41 q h4 N, 7, _�14" X AIUMPAUM A(:<- A I` h`­__� nVE,Z. VIE 'T AP ITFPS 11 AL_ 3_ SUBBER �IQA F—D T ST '_0N'T_Cr-C1'4 �TEEL y' , ic 'V,/ ' 6 10IN 11 10'AX I F 2' GALV, PE &L"CK G 10C K. -A tAININIUM. %,PqAL- TH CKNZESS FRE`__,AST C.R P0II_`I-tN-fLArE VAiJ_TS S-IALL BE MF\IIMI(AA 1A/ S F,QR VAUIT cr--,) PVA�CNARY B.1 OCK SIIAI I 2. 'THE ALL BE CC,-\T__D VVITH AN ALPfA0,/ED VV,,N"ERFR0QF Q(XAFQQND 3. iN - LQCR -)R,/IIN WTH A i�,\isTALL A SU.MP PUINA:1, IN EJTHER CASE. _-iE FLQQR OF TI-E VA At Q11P SUMP. TYPICAL METER ETER) I AiV - 7 D -ER. A�J�, T=_, FOR 71 TI -CK\)-S OUTS DC OF --,IF VAI-L- 5__L.QVv' GR'ADE St - u- z D-�A!%,Il �IPN E. RUT" ,D/�,y_GH- e-j ULT SHILL 'SLOPE TO 'THE D3 VAULT (3" (y1 NTH IYPICAL 3 " METER VAULT DETAIL I /-A NOTE: HYDRANT MUST BE ',-,QLJ PPFf) WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. I FNGLH BRANCH VARII-,S 5' MIN 270') 2' F0 1,0'- 7 CU. FT. VALVL 0.0, ItI58 STON 6' GATE VALVE TEE 2500 P.5,1. CONCRET BASE AND THRUST BLOCK AGAII` SOIL. STEEL 3/41' THREADED RODS TO WHEN THE SOIL IS DISTURBED OR W,E,, MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOH RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADLID ROD$ IN. ADDITION Fo POURING CONICHLJL. H NLCLSSARY, A S I LLL PILL SHALL BE USED AS ADDITIONAL SUPPORT NOT E .- 1. SURROUND AIEEP HOLES WITH GRAVEL AND KEEP FREE Or CONCRETE, MAINTAfN A 3' MIN COVER FROM THE MAIN TO THE FIRE HYDRANT IflICLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GAT[ VALVC S ALLONED IN SHOULDI-R OR BEHIND THE DITCH. IT NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE HOLES ARE ABOVE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN" WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. ( OF TYPICAL FIRE HYDRANT ASSEMBLY D.fC_:TA1L N. 1. S. FIG. W-4 ! , I IS WEEP THE 3. -1 F) - 7 SIZE BRANCH AND VARIES BOX VALVE THE SAME AS WATER MAIN M.J. PLUG VARIES WATER MAIN ROD VALVE TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK METER B'OX �SEE FIG. W-7) VALVE N 57 STONE .M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS PIPE THREADED TAP PLUG ,DEAD ENQ (TYPE "A") TYPICAL BLOW —OFF AS'SEMBILY N TS FIG. W-8 TD-116 VALVE O. C1 5,/ Not Scale T® u Jus 2 s 810111AL 'Ow� vm� 7 er v 2C. �5 0- j %-p QR ME FITtIP FP,: M�L P,, F Q S rCOMI�,60DATE Ae REQUIRED 11Y PA k,r -ER. A�J�, T=_, FOR 71 TI -CK\)-S OUTS DC OF --,IF VAI-L- 5__L.QVv' GR'ADE St - u- z D-�A!%,Il �IPN E. RUT" ,D/�,y_GH- e-j ULT SHILL 'SLOPE TO 'THE D3 VAULT (3" (y1 NTH IYPICAL 3 " METER VAULT DETAIL I /-A NOTE: HYDRANT MUST BE ',-,QLJ PPFf) WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. I FNGLH BRANCH VARII-,S 5' MIN 270') 2' F0 1,0'- 7 CU. FT. VALVL 0.0, ItI58 STON 6' GATE VALVE TEE 2500 P.5,1. CONCRET BASE AND THRUST BLOCK AGAII` SOIL. STEEL 3/41' THREADED RODS TO WHEN THE SOIL IS DISTURBED OR W,E,, MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOH RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADLID ROD$ IN. ADDITION Fo POURING CONICHLJL. H NLCLSSARY, A S I LLL PILL SHALL BE USED AS ADDITIONAL SUPPORT NOT E .- 1. SURROUND AIEEP HOLES WITH GRAVEL AND KEEP FREE Or CONCRETE, MAINTAfN A 3' MIN COVER FROM THE MAIN TO THE FIRE HYDRANT IflICLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GAT[ VALVC S ALLONED IN SHOULDI-R OR BEHIND THE DITCH. IT NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE HOLES ARE ABOVE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN" WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. ( OF TYPICAL FIRE HYDRANT ASSEMBLY D.fC_:TA1L N. 1. S. FIG. W-4 ! , I IS WEEP THE 3. -1 F) - 7 SIZE BRANCH AND VARIES BOX VALVE THE SAME AS WATER MAIN M.J. PLUG VARIES WATER MAIN ROD VALVE TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK METER B'OX �SEE FIG. W-7) VALVE N 57 STONE .M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS PIPE THREADED TAP PLUG ,DEAD ENQ (TYPE "A") TYPICAL BLOW —OFF AS'SEMBILY N TS FIG. W-8 TD-116 VALVE O. C1 5,/ Not Scale T® u Jus 2 s 810111AL 'Ow� vm� 7 er v 2C. �5 0- j %-p QR ME FITtIP FP,: M�L P,, F Q S rCOMI�,60DATE Ae REQUIRED 11Y PA k,r 2500 P.5,1. CONCRET BASE AND THRUST BLOCK AGAII` SOIL. STEEL 3/41' THREADED RODS TO WHEN THE SOIL IS DISTURBED OR W,E,, MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOH RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADLID ROD$ IN. ADDITION Fo POURING CONICHLJL. H NLCLSSARY, A S I LLL PILL SHALL BE USED AS ADDITIONAL SUPPORT NOT E .- 1. SURROUND AIEEP HOLES WITH GRAVEL AND KEEP FREE Or CONCRETE, MAINTAfN A 3' MIN COVER FROM THE MAIN TO THE FIRE HYDRANT IflICLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GAT[ VALVC S ALLONED IN SHOULDI-R OR BEHIND THE DITCH. IT NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE HOLES ARE ABOVE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN" WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. ( OF TYPICAL FIRE HYDRANT ASSEMBLY D.fC_:TA1L N. 1. S. FIG. W-4 ! , I IS WEEP THE 3. -1 F) - 7 SIZE BRANCH AND VARIES BOX VALVE THE SAME AS WATER MAIN M.J. PLUG VARIES WATER MAIN ROD VALVE TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK METER B'OX �SEE FIG. W-7) VALVE N 57 STONE .M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS PIPE THREADED TAP PLUG ,DEAD ENQ (TYPE "A") TYPICAL BLOW —OFF AS'SEMBILY N TS FIG. W-8 TD-116 VALVE O. C1 5,/ Not Scale T® u Jus 2 s 810111AL 'Ow� vm� 7 er v 2C. �5 0- j %-p QR ME FITtIP FP,: M�L P,, F Q S rCOMI�,60DATE Ae REQUIRED 11Y PA k,r T® u Jus 2 s 810111AL 'Ow� vm� 7 er v 2C. �5 0- j %-p QR ME FITtIP FP,: M�L P,, F Q S rCOMI�,60DATE Ae REQUIRED 11Y PA k,r FRAME & COVER (SEE FIG, S:-1 D,E) SLOP ED AREA"" RUBBER COATED STEEL STEPS CAST IN PLACE ---, PRECAST REINFORCED CONCRO E SECTIONS RING SEALS ------ MINIMUM ELEVATION DIFFERENCE ACROSS M.H.-) -. FROM INLET TO OUTLET SHALL ILL B E 0,,20 F'EET.-- CONCRETE — DEPTH OF F_10�A(' I Fti . L�TS CHANNEL TO BE FILLETS. DIAIVIETER 0 F_L C ONTRI B IJTIN� S PNE R.. A FILLETED INVERT FOR A S'Vio TRAf�,JSITIONI OF: FLOWN BET�ATEN INLET &, OUTLET PIPE SHALL , So STREET SURFACE OR NON - PAVED AREA V.W' MAX 2' - 1:2" MIN i==116' MAIX 4' - 01' 3, - Nil N, VARIES PROVIDED. ",_ MIN, 6`' BEDDING NOTE , W1 NO. .68, STONE 1, BEDDING THICKNESS REQUIREMENT -SHOWN IS M.INIMUNA AND S,HALL BE SPECIFICALLY DETERM�INEV BY THE CONSIA-TANT FQFHE 5,01L CONDITIONS, 2. THE CONSULTANT WILL DETERMI.N. - E VVH,,ET,HER MANHOLES, SHALL HAVE EXTENDED, OR NON - EXTE , NDED BASES, 3. ALL JOINTS,LIFT HOLIES, INLETS, OUTUciTS TO B-HEALED & GROUTE.D. INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRAN -CH T.111--[N IN. T S FIB. S, I -.A TD - 21 I I 1 11, 100111,7111111111 1 ag I _1110kill I SEWER SERVICE LATERAL CONNECTION NOTES:. RE A S, "'E:� 5,ERV�.'�- _7 �LA A A PONHC,6_E: T E .;.,A,L �cc?,N N E �-T,,S, T�,) .H 1`=VFFIT E,1LEVATIQN F� r, THE E AL. IS INDICATED j, -11 TOP LAITEsA_ PP-1E SLIAL-, 8_E AT LEAST ; .;22' FIGHER ­6f -,HE Ii-F m�vv�-ti pw- 2- _VJLR, LA LRAL5 AsP._L) INIQ AN LX,SJ "'v IiLATVLMA:11`4 S.10,1___ SADD-_- '3: MIININIUM�RAD_ I 01-,i SUN-17k LHV CL C"01NNILf(..IN: -101 .A-L U-1 !4,6 A ZL11 ?F:�, FIDOT A. A] 51-IN-P I Al I- 3? sHAi I HAV-A NIINI,iNAUM _-'U%/ 1_4;IAJ�41­ff-l-' 21 iviliN p�L_ 15EAiaR LAIEBA_1� SHALL HAVE A N1.1NIMUN! C'Q V E Q_ .3 _CLT. .SALT TREATED ?, _x ; 4 ALJ ALL: N, AqAN LINE SER.VI-OE Lic�T-_'RAL S E CT ION 45 N�E V-1111Y_ _E5 PLAN \JAR ES, FL SEWER SERVICE LATERAL CONNECTION N-T, I f) - 2 I lip 1� 11 11 11 IVJ I? noWnt Ww ui ,300'0 PSI CONC. BASE BENCH' SLOPED TO FLOW CHANNEL 1/4" V MIN V BRANCH 7� 12:'j 4 I, _j -M— _70- I V 2 NOTE FLEX ,IBLE CQNNE.(-TIOi T WITH SAINLE-5,S I STEE,L ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED 0, TYPICAL MANHOLE PLAN S . HOWING BRANCH TIE - IN NTS FIG. S - I - B FD - 23 wo-A u � 1IMS MIN= REMAINLNG. BACKFILL SHALL NOT CONTAIN, ROCK MtAtERIAL LARGER THAN 5' IN :ANY DIMENSION 4' N11 1' J. Al INTJ L BACKITILl-" 8 NA I N (6" LIF-1s) EMBEDMEN" - THOR-OUGFiLy c,b',;!PACTED BY HAND OR APPROVED SPRING LINE NTECHANICAL TAMPER OF PIPE HAU I N . C11ING Jq,0, 6,8.: STOI�IE- BEDDING 6" may, 4" min .FOUNDATION (SHALL BI]. REQUIRED \rv'HEN }OIL CONDITIONS ARE UNSTABLE N (ALL PIPE) NOTE 1. OPEN CQ-175 IN PAVED AREAS WITHIN EXISTING. VDOT RIGHT-OF-WAY SHALL BE. BACKFILLED ENTIRELY- WITH NO. 21A STONE, 2.. FOR DUCTILE RQ N PI.PE THE B(�XFTO.i�!, OF THE FRENCH SHALL 8,-E SCRAPED AND CQMF`j CITED, AND ALL STONES REMOVED OR, A 4" [3FQDtNG OF NO, 68 STONE SHALL BE PROVIDED 3_WHERE RO-.CK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 5EDQI4\1fG OF NQ. 68 STONE TYPICAL. SEWER PIPE INSTALLATION IN TRENCH NTS FIG, S - 3 TD-28 ff"Ylv, P. SEWER PIPE 11"N'STALLATIO'N' 11"N' TREI"N'CH- WW"Not To Scale FRAM_- 4 CO-V.7--!, S E . E F I(l S D, E STRI-1-- FACF \10N - PAV-E) ARCA SLr-' PED AREA RUE43_- ATED '---EEL 2� CA�J IN PIAC.F R F AS T F N F 0 R FL r1N,-. R F T S-CTI'0N_;; WI -I 10 RIN�7. ..FAI S F ROVEU EQ)QAL I -IF D P, Q 1; < NNE' ICON S- AL L E'� L F1,09 r' PE. 3A--'-KFI,LL-[,' IN. 16�" IvEf`�S AND C011v1PAf__T E', B:v HA',JD_ TAtA­_ <,S OR IT, MN' 'WIIH MINIM.L,N1. L_EVAIIC'N D*FLR-_N' E - I 2;NI I N A CC; S M. -i. F R M INLET I U VARIE"; 00- FT �Hr'd I BF FFFT A FII I F T-F, INVFRf FOR A THANI;_)N OF FLU 31-0111-N iNI r & (_,'0IFT _']F IAIi BF 6, 41 PRI "VIF)FD. FPE 'q N`[A\JI­-0__E MIN. t5" BFDF)IN_. V1,"ITH I\(-)-, "`8 _01\F I. f,,[E)DN5 TIICKN�_QS �:QUIREM__NTS SIICi1,,1v!q A71E tvAININAWvil ANQ SIJALL 5C SF' 7 1 -1 r- A. Y � ._QN,St_1LTM_ -0-1 THE _C'1L CONDITICN-5 DE�ERN%NED BY TH- � I ';i:1:1 THE 0 N S L, _T A. N T 'S H A - L 6, �TERM NE WidE T�ER MA\IHOLES _`­IALL FAVE EXTENDED 0_1 NQN-E-X-ENDED BASE- ,[Tz TO -E SE_ED Ei -57OUTED ALL ' NTS, LIF_ INLETS, (DU_L' INS. L'-: AND OU1, r."E"AAL �TYT'11 -_NALL L IV� N L\IIRA\IC- �I� - � E I , n ?SGN SEWERS Wl--i 3,T7_E1 TYPICAL MANHO[-E WITH DROP CONNECTION NTS F 1-)-24 0 ou 11002 Ims? M_ 91 on Frg� �1* SECTION VIEW 1. VAULT SHIPPED :IN ONE PIECE WEIGHING APPROX. 19,0100 LBS. CLUDED RS SHIPPED LOOSE FOR INSTALLATION NO - W_ DATE 11/21/ 07 TDM GT-IM 1421) SCALF-' E 1,000 GALLON H2O GREASEINTERCEPTOR PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS- SEWER PIPE DOGHOUSE OPENING SHALL 4 MIN, 12" CLEARANCE BE PREFORMED BY 4 BETWEEN EXISTING PIPE MANUFACTURER OR Z AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMIATER PLUS 6". 12' THICK VDOT No. 68 STONE BEDDING WxEINIG" AND 4'xB"x16' SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN NTH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. BEYOND BASE NEOPRENE CASKET MATERIAL OF STRUCTURE BEFORE FILLING ING THE OPENING NEOPRENE SECURED BY2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12' MIN, CAST -IN PLACE woo PSI CONCRETE 0A5E FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-11-A1 TD-22 ot To Scale PROJECT DESCRIPTION THIS SITE IS AN EXISTING PASTURE WITH INTERSPERSED TREES, WITHIN THE COUNTY OF ALBEMARLE, ZONED PD-MC. THE PROPOSAL IS THE CONSTRUCTION OF A NEW NURSING CARE FACILITY AND AN EXTENSION OF THE EXISTING FIRE STATION ACCESS ROAD TO TAX MAP 91 PARCEL 12. THE TOTAL AREA OF DISTURBANCE IS 8.41 ACRES THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. INSTALLATION OF STORM SEWER FOR SITE DRAINAGE. 4. CONSTRUCTION OF STRUCTURES AND PARKING AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A PASTURE WITH SOME TREES. REFER TO SHEET C2 FOR LOCATIONS OF EXISTING FEATURES. ADJACENT PROPERTIES THIS PROPERTY IS BORDERED TO THE WEST BY CALE ELEMENTARY SCHOOL, TO THE NORTH BY A COMMERCIAL EQUIPMENT RENTAL STORE AND LANDS OWNED BY THE ACSA, TO THE EAST BY VACANT RESIDENTIAL LAND AND TO THE SOUTH BY VACANT RESIDENTIAL LAND AND EXISTING SINGLE FAMILY DETACHED RESIDENCES. OFF -SITE AREAS NO OFF -SITE (OUTSIDE OF PROJECT LIMITS) LAND DISTURBING ACTIVITIES WILL TAKE PLACE IN THE COURSE OF THIS PROJECT. SOILS REFER TO SHEET C18 FOR LOCATIONS AND DESCRIPTIONS OF KNOWN SOIL TYPES. CRITICAL EROSION AREAS THERE ARE NO AREAS ON THIS SITE WITH CRITICAL EROSION CONCERNS. THE CONTRACTOR MUST KEEP ALL WORK ACTIVITIES OUT OF THE EXISTING TRAVELWAYS FOR THE FIRE AND RESCUE STATION. PERMANENT STABILIZATION THOSE AREAS OF THE SITE WHICH WILL NOT BE ULTIMATELY PAVED WILL HAVE PERMANENT SEEDING ESTABLISHED, AS WELL AS TREES AND SHRUBS, STORM WATER MANAGEMENT: STORM WATER MANAGEMENT IS ADDRESSED BY A NEW BIOFILTER AND DRY POND PROVIDED NEAR THE ENTRANCE TO THE SITE. SEE ATTACHED CALCULATIONS FOR VERIFICATION OF CAPACITY. MS-19 CHANNEL ADEQUACY HAS BEEN ADDRESSED BY DEMONSTRATING PIPE CAPACITY TO THE EXISTING COUNTY STORMWATER FACILITY AND BY REDUCING RUNOFF TO THE FRAZIER PROPERTY BY DETAINING PORTIONS OF THE DEVELOPMENT TO AN EQUIVALENT PRE -DEVELOPMENT WOODED CONDITION. A NEW PIPE WILL BE INSTALLED ACROSS THE FRAZIER PROPERTY TO PREVENT STORMWATER RUNOFF IMPACTS ON THE PROPERTY. EROSION & SEDIMENT CONTROLS 1. SAFETY FENCE: A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE. STD. AND SPEC. 3.01. 2. CONSTRUCTION ENTRANCE: INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. 3. CONSTRUCTION ROAD STABILIZATION: TEMPORARY STABILIZATION WITH STONE OF ACCESS ROADS, SUBDIVISION STREETS, PARKING AREAS, AND OTHER TRAFFIC AREAS IMMEDIATELY AFTER GRADING TO REDUCE EROSION CAUSED BY VEHICLES DURING WET WEATHER, AND TO PREVENT HAVING TO REGRADE PERMANENT ROADBEDS BETWEEN INITIAL GRADING AND FINAL STABILIZATION. STD. AND SPEC. 3.03. 4. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND ACCOMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED PERFORMANCE. 5. STORM DRAIN INLET PROTECTION: THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS OR CURB INLET STRUCTURES PRIOR TO PERMANENT STABILIZATION OF' THE DISTURBED AREA; LIMITED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE; AND NOT INTENDED TO CONTROL LARGE; CONCENTRATED STORMWATER FLOWS. STD. AND SPEC. 3.07. 6. TEMPORARY DIVERSION DIKE: A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM, UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.09. 7. TEMPORARY FILL DIVERSION: A CHANNEL WITH A SUPPORTING RIDGE ON THE LOWER SIDE, CONSTRUCTED ALONG THE TOP OF AN ACTIVE EARTH FILL CONSTRUCTED IN ORDER TO DIVERT RUNOFF AWAY FROM THE UNPROTECTED FILL SLOP TO A STABILIZED OUTLET OR SEDIMENT TRAPPING STRUCTURE; APPLICABLE WHERE THE AREA AT THE TOP OF THE FILL DRAINS TOWARD THE EXPOSED SLOPE AND CONTINUOUS FILL OPERATIONS MAKE THE USE OF A TEMPORARY DIVERSION DIKE INFEASIBLE; MAXIMUM EFFECTIVE LIFE IS ONE WEEK. STD. AND SPEC. 3.10. 8. TEMPORARY RIGHT-OF-WAY DIVERSION: A RIDGE OF COMPACTED SOIL OR LOOSE GRAVEL CONSTRUCTED ACROSS A DISTURBED RIGHT-OF-WAY OR SIMILAR SLOPING AREA TO SHORTEN THE FLOW LENGTH WITHIN THE DISTURBED STRIP AND DIVERT THE RUNOFF TO A STABILIZED OUTELET. EARTHEN DIVERSIONS ARE APPLICABLE WHERE THERE WILL BE LITTLE OR NO CONSTRUCTION TRAFFIC WITHIN THE RIGHT-OF-WAY, AND GRAVEL STRUCTURES ARE APPLICABLE WHERE VEHICULAR TRAFFIC MUST BE ACCOMMODATED. STD. AND SPEC. 3.11. 9. DIVERSION: A PERMANENT CHANNEL WITH A RIDGE ON THE LOWER SIDE CONSTRUCTEDC ACROSS A SLOPE TO REDUCE SLOPE LENGTH AND INTERCEPT AND DIVERT STORMWATER RUNOFF TO A STABILIZED OUTLET AT NON -EROSIVE VELOCITIES. STD. AND SPEC. 3.12. 10. TEMPORARY SEDIMENT TRAP: A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.13. 11. TEMPORARY SEDIMENT BASIN: A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURE WHICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACCROSS A DRAINAGEWAY. IT IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR ENOUGH TIME TO At -LOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL. STD. AND SPEC. 3.14. 12. OUTLET PROTECTION: THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. STD. AND SPEC. 3.18. 13. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED 1-0 ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. 14. PERMANENT SEEDING: ALL DITCHES AND ADJACENT AREAS WITHIN 15 ET OF THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. 15. MULCHING: APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. 16. SOIL STABILIZATION BLANKETS & MATTING: THE INSTALLATION OF A PROTECTIVE BLANKET (TREATMENT 1) OR A SOIL STABILIZATION MAT (TREATMENT 2) ON A PREPARED PLANTING OF A STEEP SLOPE, CHANNEL OR SHORELINE. STD. AND SPEC. 3.36. 17. TREE PROTECTION FENCING: INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE DRIP LINE OF ALL TREES TO REMAIN AND INSTALL TREE PROTECTION FENCING BEYOND THE DRIP LINE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT DAMAGE TO EXISTING TREES DESIGNATED TO BE SAVED AND THEIR ROOT STRUCTURES. STD. AND SPEC. 3.38. 18. DUST CONTROL: CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET THE REQUIREMENTS OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL SURFACE AND AIRBORNE MOVEMENT OF DUST. GENERAL NOTES 1. ALL ELEVATIONS INDICATED REFER TO SITE DATUM OF NAVD88. 2. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 3. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK. 6. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 7. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 8. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MIT-ASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE FLAN APPROVING AUTHORITY. 6. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 9. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 10. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 11. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 12. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13--301 OF THE CODE OF ALBEMARLE. 13. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM. 14. BORROW, FILL OR- WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 15. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 16. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET, STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 17. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE: APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 20, THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 21. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) MANAGEMENT STRATEGY AND SEQUENCE_C)_FCONSTRUCTION THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: STAGE 1. INSTALL CONSTRUCTION ENTRANCES. 2. INSTALL SILT FENCE AT THE LOCATION SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. 3. INSTALL SAFETY FENCE AS SHOWN TO PREVENT CONSTRUCTION TRAFFIC FROM ENTERING THE ACCESS ROAD FOR THE FIRE AND RESCUE STATION. 4. CONSTRUCT SEDIMENT BASIN AND SEDIMENT TRAPS. STAGE 2 1, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. NO GRADING SHALL BEGIN UNTIL MARKING ON TREES TO BE PRESERVED IS APPROVED BY COUNTY INSPECTOR. STAGE 3 1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN CLEARING AND GRADING OF THE SITE. FILL DIVERSIONS SHALL BE INSTALLED AND MAINTAINED AS SHOWN ON THE PLAN. 2. BEGIN CONSTRUCTION OF STRUCTURES AND PARKING AS SHOWN ON THE SITE DEVELOPMENT PLAN. 3. MAINTAIN ALL E&S CONTROL MEASURES, STAGE 4 1. INSTALL STORM INLETS AND DRAINS 913 THROUGH 9D. 2. REMOVE ST-1 AND CE FROM GALAXIE FARM LANE. 3. FILL OVER STORM SEWER. 4. GRADE SITE TO FINAL GRADE. 5. STABILIZE PARKING AND PAD SITE. STAGE 5 ALL PERIMETER SILT FENCE AND STABILIZATION MEASURES SHALL REMAIN IN PLACE UNTIL 'THE SITE IS DEEMED STABILIZED BY THE PLAN REVIEWING AUTHORITY. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. AREAS WITH RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION, ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS, 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. MINIMUM STANDARDS (MS): All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These include, but are not limited to the following: 1. STABLIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade, but will remain dormant or undisturbed for longer than 30 days. Permanent stabilization shall be applied at areas that are to be left dormant for more than 1 year. 2. STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3. PERMANENT VEGETATIVE COVER A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieve that, in the opinion of the county Inspector, is uniform and mature enough to survive to inhibit erosion. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in /UA any land disturbing activity and shall be made functional before upslope land disturbance takes place. 5. STABILIZATION OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfall device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7. CUT AND FILL SLOPES: Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9. WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. STORM SEWER INLET PROTECTION: All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. WORK IN LIVE WATERCOURSES: When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing AND constructed of nonerodible materials shall be provided. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. EROSION .& SEDIMENT CONTROL PERMITTING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. CHESAPEAKE BAY PROTECTION AREA (CBPA) REQUIREMENTS: THE DISTURBED AREA OF THIS SITE IS IN EXCESS OF 1.0 ACRES. A VSMP GENERAL PERMIT IS REQUIRED FROM VA DCR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF THE PERMIT APPLICATION AND ACCOMPANYING SWPPP. TREE PRESERVATION HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIP LINES OF TREES TO BE PRESERVED. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met, 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: a.No more than 500 linear feet of trench may be opened at one time. b.Excavated material shall be placed on the uphill side of trenches c. Effluent for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. CONSTRUCTION ACCESS ROUTES: Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual lots as well as to larger land disturbing activities. 18. TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sediment. 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. J SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.01 SAFETY FENCE SA �; MILL CREEK DRIVE - RT. 1150 3.02 CONSTRUCTION ENTRANCE CE . 100' PUBLIC ROW -. - 3.03 CONSTRUCTION ROAD STABILIZATION CR \ CRS X- X --- X X x 3.05 SILT FENCE 40 3.07 INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE /Flagmen to direct traffic / after removal of other 3.10 TEMPORARY FILL DIVERSION 1 M 1 Construction Entrance 3.11 RIGHT-OF-WAY DIVERSION^` A. ` � A 3.12 DIVERSION [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP 1 P DRAWN TO SCALE 3.14 TEMPORARY SEDIMENT BASIN SB 0i 3.18 OUTLET PROTECTION �( P / .._ 3.31 TEMPORARY SEEDING C STRUCTION 1 \ TS \ PS 3.32 PERMANENT SEEDING M 3.35 MULCH MU EC7 Mats' y\ \\ l \ - 3.36 BLANKETS/MATTING SOILS LEGEND 3.38 TREE PROTECTION FENCE 4 \ % 58C - M ersvilie Silt Loam - 7 to 15% Slopes 3.39 DUST CONTROL 63B - Orange Silt Loam - 2 to 7% Slopes SOIL DIVIDE 1 3. $�, I 1 I / 72133 - Rabun clay- 2 to 7% Slopes p - - - - LIMITS OF DISTURBANCE 72C3 - Rabun clay - 7 to 15% Slopes 77 -Riverview-Chewacla complex - - - - - - EXISTING CONTOUR'~�= PROPOSED CONTOUR LIMITS OF D =0. AC. \ - DISTURBANCE 4-4 c t \ <�`A�EA� I be post \ Fence SEDIMENT CONTROL STRUCTURES WILL NOT BE REMOVED WITHOUT THE WRITTEN PERMISSION OF THE COUNTY WPO INSPECTOR. ,. _ -- x ___. x �\X �. 3z '/ < a-' 1. Install Silt Fence as shown to the left. Si s reading"HA9E \ / 2 vt i - ` ti_; ry 2. Install 15 HDPE from future outfall STR-18 approximately 100 feet. - P OUT" shall be post �\ \\ --- - °C ��t Block both ends to prevent n the Safety Fence \ �� ��- -� ', p t sediment accumulation. arou y ��\ \\\ \ 1 53 {g �.�I 3. Install ST-1 and temporary diversions as shown to the left. 4. After the County WPO Inspector has approved sediment control 50 0 50 100 150 \\\\ \� \ \ "51 �- .,�� \ fs��� �� measures, grade up from ST-1 to install building footings. 5. Install fill diversion above ST-1 as shown above. Scale: 1"=50' , 1 \\ li -50 -x _.x 6. Obtain approval from County WPO Inspector to remove ST-1. 7. Remove ST-1 and CE as shown above. 8. Grade in parking lot and travelway. Install STR-9D and pipe 9D-9C. 9. After curb is installed, re -locate the fill diversion as shown above. SOIL EROSION & SEDIMENT CONTROL SYMBOLS _ Z SYMBOL N0. TITLE KEY \ �'_ — — �{ w ° W 3.01 SAFETY FENCE SA 3.02 CONSTRUCTION ENTRANCE CE �' MILL CREEK DRIVE — RT. 1150 100' PUBLIC ROW CRS 3.03 CONSTRUCTION ROAD STABILIZATION x —x —x x x 3.05 SILT FENCE— ��-------- ��j 3.07 INLET PROTECTION IP \/ �O 3.09 TEMPORARY DIVERSION DIKE /Flagmen to direct traffic 3.10 TEMPORARY FILL DIVERSION FD I LIMITS OF / after removal of other DISTURBANCE / Construction Entrance 3.11 RIGHT—OF—WAY DIVERSION .\M;. t . New Doghouse Drop MH 3.12 DIVERSION D V !/+ k ! m Drop=9.Z3• [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP [] 3.14 TEMPORARY SEDIMENT BASIN SB /� / / 1 DRAWN TO SCALE \ {J }� \\ 3.18 OUTLET PROTECTION OP , / . �,� ,ram : / n3..a' / VARIABLE WIDTH PUBLIC ROW 3.31 TEMPORARY SEEDING Monticello Fire & • PS 3.32 PERMANENT SEEDING Rescue Station 3.35 MULCH N1.:` — t / \ I 3.36 BLANKETS/MATTING \ .: 16 O \ ; '— -- 3.38 TREE PROTECTION FENCE. N. "PH1. S FETY / DC 3.39 DUST CONTROL DC y F C . �JN.TIL: URB 1 Q \\ '—� :IN 1 SOIL DIVIDE -- — — -- — — LIMITS OF DISTURBANCE o A \ �= 1 —. �' ! ! ! / x -A\1 — 2 / — — — — — — — — — — — — — — — EXISTING CONTOUR _.__ -- 3 PROPOSED CONTOUR .1 r �` ' LIMITS OF 2q \ _ DISTURBANCE LI ITS OF y I l l — \ \ -- DISTURBANCEoee I i I ! { —/ --ram — �— \ \ — SEDIMENT CONTROL STRUCTURES WILL NOT BE REMOVED WITHOUT THE WRITTEN PERMISSION OF THE COUNTY WPO INSPECTOR. o � ;�" / I / I �, ( I ``�✓� PERMANENT SEEDING SPECIFICATIONS (PS) ,\ 1 / 100 4y tc Ken u k 31 Fes cue 128Ibs c 1 are• Red To Grass lbs/acre; acre• Annual 0 re. 2 n Rye 2 lbs/acre. ac Y , / P / 7 / Y Add 20 lbs/acre acre of Crownvetch and reduce Kentucky 31 Fescue to 108 lbs/acre acre when slopes ,�'� P 91 12 / Y / P 1 / REL C. \ e re ALBEMARLE HEALTHCA� ar ater than 3:1. IP9r wsT/#: 2o12-000a��ENTER, ass / / / J / \ / DB 4132-3471 l / / May 1 through August 15: B 4425-165 Plat) � / Kentucky31 Fescue - 128 lbs/acre; Red To Grass - 2 lbs/acre; acre; Foxtail Millet - 20 lbs/acre. acre. P /� DB 4425-325 ( / // / J� P % / \ -> _ / Zoned: IUD C / , z Add 20 lbs/acre acre of Crownvetch and r ! / ;z �,';;;;, •,;;, 1 � / ,� / / educe Kentucky 31 Fescue to 108 lbs/acre when slopes 6.26 are greater than 3:1. August 16 through October 31: f. ;?;;;, S 4 I Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 lbs/acre. (P/ / / / / / // / / / j / / Add 20 lbs/acre of Crownvetch and reduce Kentucky 31 Fescue to 108 lbs/acre when slopes / / / / Signs reading HAZARDOUS AREA are greater than 3:1, KEEP OUT" shall be posted / November 1 throw h February around the Safety Fence g Y 15: Kentucky 31 Fescue 128 lbs/acre; Red Top Grass 2 lbs/acre; Winter Rye 20 lbs/acre. `._G•'* Add 20 lbs/acre of Crownvetch and reduce Kentucky31 Fescue to 108 lbs/acre acre when slopes are greater than 3:1. / P MULCHING SPECIFICATIONS: Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with mulch blower or by / / / a hand. ' DRAINAGE20 LIME AND FERTILIZER SPECIFICATIONS: EASEME/ / ' Lime and fertilizer needs should be determined by soil tests. Soil tests may be preformed by / DB 5 P / f the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable ,�j / 343 rAi commercial laboratory. Information concerning the State Soil Testing Laboratory is available from �'�` -� County Extension Agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendments will be applied: For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (23 lbs. per 1,000 square feet) or equ For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and w ' fertilized at a rate of 600 lbs. per acre of 10-20-10 (14 lbs. per 1,000 square feet) or ,4, equivalent. 1 Permanent Seeding PS / C1 9 Not To Scale o SHIMP > Lic. o. 45183 �o no oQ co 16 TABLE31»b 'h+� o 1 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS CONSTRUCTION OF A SILT FENCE N z CONSTRUCTION OF A SILT FENCE W "QUICK REFERENCE FOR ALL REGIONS" (WITHOUT WIRE SUPPORT) (WITH WIRE S UPPOR T) tt z 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH v W 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. E11 I Rate ORGANIC MULCH MATERIALS AND APPLICATION RATES UPSLOPE ALONG THE LINE OF W IL L � sjacr) STAKES. TRENCH UPSLOPE ALONG THE LINE �T� Z PQ lantine Date; Species b5 OF POSTS. _ RATES: 6 MAX. ^� � � � Sept. 1 -Feb. 35:050 Mix of z MULCHES: per 1000 s NOTES: �%' i , Annual Ryegrass Per Acre q• ft. � =� .- / I - J {Lolum multi-ilorum} I & 50 - 100 Straw or Hay 12 - 2 tons 70 - 901bs. Free from weeds and coarse �_�---� � � � � � I)ii l � _� / � � Cereal {Winter} Rye (Minimum 2 matter. Must be anchored. / j ` j v { 1 _ 1 // /~"� N (Secate cereale) _' ...� J tons for Spread with mulch blower or I winter cover b hand. G� - (� J f i I I � } Y FLOW ,- / r �" ` r I W Feb: lfi; Apr. 30 Annual Rye-grass 60 - 100 Fiber Mulch Minimum 351bs. Do not use as mulch for -III _ G� - � Q Corium multi-florum) i > > 15001bs. winter cover or during hot, 4- _ �f dry periods.* Apply as AND COMPACT �- � w slurry. 3. STAPLE FILTER MATERIAL 4. BACKFILL A In May 1 - Aug: 31 Garman Millet 50 Y • � I (Setaria italica} TO INTOKES THEAND TRENCHEND THE EXCAVATED SOIL. -11111 II IIII it Z 0 FLOW Corn Stalks 4 - 6 tons 185 - 2751bs. Cut or shredded in 4-6" 4" w o lengths. Air-dried. Do not - - use in fine turf aeras. Apply -' Source: Va. DSWC W < with TriU1Ch blower Or by �.-- 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE �'` � �j Q ' ' ff EXCAVATED SOIL. �11 C'� N Q hand. �'011i FENCE AND EXTEND IT INTO THE TRENCH. r-1 Te m o ra r Seeding Wood Chips 4 - 6 tons 185 - 2751bs. Free of coarse matter. Air- IIII I(II dried. Treat with 12 lbs C2� Not To Scale g p nitrogen per ton. Do not FLOW use in fine turf areas. Apply with mulch blower, chi O P I 1I F li i handler, or by hand. _.�,. �• :,... , � I �'1�, TEMPORARY DIVERSION DIKE' SHEET FLOW INSTALLATION /� I JI11 Sark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air- P Y (PERSPECTIVE VIEW) or yds. dried. Do not use in fine Y Compacted SoilApply U JU N M. SHIMP 9 turf areas. Shredded with r-- FLOW Bark mulch blower, chi handler, i FLOW r�- ic- jNo. �5183 7 P ('Q/ I �� II 1 t s f f , , , , , A A _ II J- - fil, 18" min. t t t t t t t t t t Or by hand. B ����11 } t 1 } t 1 } 1 ! WIRE INTO THE TRENCH. SS ttttlt!!lttt - - I \ i .--Flow � EXTENSION OF FABRIC AND W E N TONAL * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. \ 4.5' min. FILTER FABRIC POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION) WIRE r2_*�VEMPORARY DIVERSION DIKE(DD) Source: Va. DWSC (FRONT ELEVATION) �I C20 Not To Scale �3Mulchlnq Silt Fence(Without Wire Support) Fence(With Wire Support) 00 00 C20 Not To Scale E TEMI-'ORAR Y FILL c2o C2o Nat To -Scale N Not To Scale o DIVERSION q a 0 FILL SLOPE CO W � v _o EARTHEN RIDGE `I 9> t �+ Q !.1 i a� 110911111= I! I=1 IIIli�llllllll= 1 Z v d �tCrnl _7N1< 0ii e 1 T ill 'ilr I'f a1 11;;C;€kTitlk l • ��i114 ORIGINAL _III{-1 _IIIII-11111-III -II IIIIII SA L _Ed T P JU/ GROUND ELEV. ' 1 -I I II II-IIIiI-IIlIII� IIII-I !) IIIII IIIIII�IIIIII �000 CD EL=A Area 2 1.0' (� N N N N\ r\.J r� co I n ra� �/ \J Qoo� o 5' SAtIASPFI#LTTOP ' H �I co co N COS DRY STORAGE D2 r? lEIT ,•• ••• O 67 CU. YD./ACRE r-6-'VEMPORARY FILL DIVERSION FD " .x s.m, ■■ ■fir EL=B Area 1 > N �� „ r1ir �1 jk('?GR i Xl r OAS! O WET STORAGE �.. ..■ 67 CU. YD./ACRE FILTER CLOTH ORIGINAL TEMPORARY RIGHT- OF"- WAY ... (EXCAVATED) GROUND EL=C ELEV. 7D-. M1hJ STG� DIVERSION ASPHALT PAVED o ** ACSS A, SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP t�ASN IRt�ituK: COMPACTED SOIL CROSS SECTION OF OUTLET Z ET11vi3. - ` L t R • a • ... 4 i • !v �'} �-5 p[? },� ''•' CLASS I RIPRAP _ r In a% IAVEEiT y a.. :,t..,. C• Yti '' - I" � �` M;N.�* - `'�. � � • � LENGTH (IN FEET) o 2 ': ' 6 X DRAINAGE AREA LI ••r IN AC. ` Y. '• a :; . t, f ••Y`v `�._._. DIVERSION N DIVER Z 18' MIN. __-- f '••�..._.--�-�'t;�lTi'�E F'{MIAs `'�� `'--- DIKE WiST EX TH i tNR�SS TRAP RE 1F Pfi�- ` -- PLA z Z'PbSiTI E DRAINAGE TN ENT �W 1, PERSPECTIVE VIEW TYPICAL EARTHEN STRUCTURE _� ...�• „1',.�::,:•:..:...:: / �� �, CC SECTION �'�,! �`'" =n^• -•;, �; COARSE AGGREGATE / EXCAVATED (/ c =i2 >s .Ie uis#allecl WJtll �n'1171iruttl ii' iticll %l%c . , ,`,... i FILTER CLOTH �7►strtt3tn12�1�"# j? C�-1 11X J2 Tt tU f:. rr : Uj AREA TEMPORARY RIGHT-OF-WAY DIVERSION RWD r �F,.. A > J tltalu0 �vasla:hseitlx.livaetr of 1,5 u�clie<<�' sixt O v cot�`lasur;:' a 1i-at�;mttsfe c are ieci away fi rri kl�e ; tl ai7ce do ai . - - : st.. 6 ; _ r:: ,,-;�, .. W _20 Not To Scale re�xr l t a to s><�a e edita t. A11 .ed4 oii, S}aall.be rep it l ( ,.� rz.. Rt ii- n CiitclltDs "i' watercourse, : �''•' `•'+ , ::;. : v :;;.�:. i � e;Fxl �lii a_ t7 C�ka1ri, i • ,� . �:' : A 1 +. a } :, r . *:k Q w COARSE AGGREGATE SHALL BE VDOT # # 57 OR # RACK W DIVERSION - :=` . �4 ray .. r: , i :.1... «w4.i 5 A �` - - OUTLET(PERSPECTIVE VIE ) r• 10% SETTLEMENT M 0.3' FREE BOARD �' W Sediment r Design DataFABRO -� S d t Trap D ign .'r'�•(f•1 `•1 f'f+(f'f'f IIII J Weir y Vol. Z F�E I M, F'J�•� TTACH TO 11;1 I„ IW MpL 6" MAX�� ��� No. A B C H (ft.) Z (ft.) Length �- - - FPBRIC IIII 'll (A s.) (Req.)DA Wet I. (D1) Cye(Pr/ov.) (Req.) (ft.) Cyr(Prov.) U. DESIGN ol. Dry Vol. D2 FLOW DEPTH - 5' MIN. CONVOGIOWILM ew�cwo FOMM6 (ft.) Date PERSPECTIVE VIEW PERSPECTIVE VIEW 1 552 550 547 3 1.5 17 2.78 186.3 3 191 186.3 2 188 PLASTIC FENCE METAL FENCE 10 08 2012 TYPICAL PARABOLIC DIVERSION Scale 2 522 520 527 3 1.5 5 0.82 54.9 3 56 54.9 2 68 �8TEMPORARY DIVERSION DV) r-q Paved Construction Entrance W Wash Rack (CEL 10 SAFETY FENCE (SAFI (�1TEM PORARY SEDIMENT TRAP ST Sheet No. c2® Not To Scale C20 Not To Scale C20 Not To Scale C20 Not To Scale 20 OF 21 File No. �j `-� 10.033 PIPE OUTLET CONDITIONS A A PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL L o% 6" SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. DRIP LINE SNOW FEN BOARD FE1` �10utlet Protection OP C21 1'=20' CORRECT METHODS OF TREE FENCING __NCE +- CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE 6 TREE PROTECTION(TPA C21 Not To Scale t PI'+►�i 1'+ WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT SEDIMENT - CURB INLET cD GRAVEL FILTER WIRE SCREEN J 2" X 4" WOOD STUD FILTERED WATER D : - rT- D .o. II D D CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE: 2 _�Drop Inlet Protection IP C21 j Not To Scale T YPI CAL ORIENT TA TIO1V OF TIREA TMENT (SOIL ,STABILIZATION BLANKET) SHALLOW ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. 4., BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS. 12" IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. Soil Stabilization Blanket Detail B M C21 JNot To Scale 2-Yr Velocity: 17.62 fps 10-Yr Depth: 0.4 ft 4' Concrete I I PI � � • ��. '_ I �I� -III �I{ I�I� III -IITII- 3 SCC-19A DETAIL C21 Not To Scale SECURE WIRE MESH - TO TIMBER VDOT #3, #357, #5, #56 OR - #57 COARSE AGGREGATE IN GALVANIZED WIRE MESH BASKET SECURE WIRE TO GROUND WITH WIRE STAPLES *FILTER CLOTH -1 7' MIN. UNDISTURBED 3' SOIL 9' CLASS I RIPRAP 6"X6" TREATED TIMBER #5 REBAR TO SECURE TIMBER 548 544 540 �5LEVEL SPREADER DETAIL C21 Not To Scale WEIR f1FTAll I Emergency Spillway Elev=544.1 �-�--10 - -I Top of Dam Elev = 546.3 Anti -Vortex p High Water _ Trash Rack __.-----._------ --__..---------__-- 30 RCP " Standpipe 6.----- Sediment Tra 1 Pond Emb nkment r-___.._E1eu=5�4 _mom-_ Dry Storage -Ta-6e Eorrverte8--- - - --- - f _ - Elev=543.1 per Detail 6 / C21 x3.5 Wet StorageAnti-Seep _ Collar-;_-`-__._____.___-.________ I Elev=541.8 - Bottom=540.0 - ES-1 ----------- -- - 4 RCP a0 2.7% Inv 538.7 t I� sy I I Concrete Base �i 0 25 50 Sediment Basin Cross -Section (SB) 4 STR-14 thru STR-15 C21 Scale: 1'=10' Horiz.; 1'=5' Vert. c Lr N0. A B C Weir Length Filter Area ft Impervious Area lr r of Prlovided RequiredBio s ft Plants Pea rr ovided ded 1 537.5 540.0 546.6 N/A 7,847 181,565 7,263 79 NOTES: 1. THE BIO-FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED. 2. THE BIO-FILTER SOIL MIX MUST BE A STATE APPROVED MIX. 3. THE BIO-FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND EC-2 MATTING. TOP OF BERM ELEV=C BIO-FILTER LANDSCAPING SPECIES Number Type 8 Willow Oak 8 River Birch 8 Green Ash 18 Sweet Pepperbush 18 Winterberry 19 InkBerry Holly NOTE: PLANTS SHALL BE DISTRIBUTED EVENLY THROUGHOUT THE BIOFILTER. BIOFILTER CONVERSION DETAIL TO BE COMPLETED UPON SITE STABILIZATION 100-YR WSE=544.55 EMERGENCY SPILLWAY CLEAN -OUT 544.10 25-YR WSE=544.01 W/WATERTIGHT CAP p CREST OF 36" RISER=543.50 10-YR WSE=543.43 p = CREST OF 36" RISER=543.50 WEIR=542.10 p 2-YR 542.04 0.7' WEIR=542.10 STR-20 3" ORIFICE 7" ORIFICE SIDE SLOPE 3:1 540.50 STR-6 18" RCP INV. OUT 540.00 ELEV=B 540.50 50% SAND/30% TOPSOIL/20% LEAF SAND: 0.02"-0.04", ASTM C33 PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20 FT O.C. Bio-Filter Detail Not To Scale --___ 4"-6" NON -PERFORATED HD 15" PE PVC PIPE ® 1% MIN, INV. OUT 536.71 UNDERDRAIN GRAVEL SLOPE (AASHTO M43, 1/2"-1") WRAPPED IN FILTER FABRIC • 544 540 0 C � U • I 0 0 z N W W ^z � 0 It z v I 0- o= =� Ra 8 z r� F V � N o Qy �5 N I- Q w >> w i' r� [_ J F z W 0 � 0 W � Q w O I N U JU2.�O,�5183 MSHIMP a �o SIONAL W N N C �E�,.c� 0 �E� �o EC q W o� c= " On (n O C � (D af ¢ O � N of Q O Oo0000 O� N N N N \ j y a cp Ln \ W CO oo co 00 o�o CD .- N �w z oa: Z�v; z �oZ 0 0 0 > �J W � � � Q N � m z��Q Date 10/08/2012 Scale Sheet No. 21 OF 21 File No. 10.033