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Home My WebLink AboutWPO201200087 Plan - E&S 2014-01-15FINAL SITE DEVELOPMENT PLAN FOR ALE3EMARLE h EALTH * REHAE31LITATION CENTER TAX MAP 9 I , PARCEL 12 5COTT5VILLE DISTRICT, ALE3EMARLE COUNTY, VIRGINIA SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEM ARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION SHEET INDEX C1 - COVER5HEET C2 C3 C4 C5 C6 C7 C8 C9 CIO CII C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 - EXISTING CONDITIONS * DEMO PLAN - FINAL 51TE PLAN OVERVIEW - FINAL SITE PLAN - UTILITY PLAN - GRADING PLAN - ACCESS ROAD PLAN - SITE PROFILES * DETAILS - LANDSCAPE PLAN - LIGATING PLAN - LANDSCAPE * LIGHTING DETAILS - WATERLINE PROFILES - SANITARY * STORM SEWER PROFILES - STORM SEWER - UTILITY DETAILS - UTILITY DETAILS - EROSIO - EROSIO - EROSIO - EROSIO - EROSIO P RO FI LIf5 DATE N SEDIMENT CONTROL NARRATIVE N SEDIMENT CONTROL PLAN -PHASE N SEDIMENT CONTROL PLAN - PHASE 2 N SEDIMENT CONTROL DETAILS N SEDIMENT CONTROL DETAILS VICINITY MAP SCALE: 1"-1,000' Lf IMAGE PROVIDED BY GOOGLE MAPS APPROVED PROFFERS & 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 betweern 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 Plain ("Public Street"). The Public Street shall be designed and constructed to County and VDOT standards, including the design and construction of relatedl 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 shwll 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's shall be constructed to follow the some 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 sectioni 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 frorm 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 phot 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 (8) 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 207.. OWNER / DEVELOPER Albemarle Health Care Center, LLC. 2917 Penn Forest Blvd. Roanoke, VA 24018 ZONING TMP 91-12 PD—MC — Planned Development Mixed Commercial Per Approved Application Plan, ZMA201100006. Dated: 02/08/12. SOURCE OF TITLE Tax Map 91, Parcel 12 DB 4132 PG 347 DB 4425 PG 165 (Plat) DB 4425 PG 325 MAGISTERIAL DISTRICT Scottsville BENCHMARK Top of existing storm sewer drop inlet along the entrance road to the fire station. Elev. 510.77 — See sheet C5. Datum for topography is NAVD88. SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Subdivision -lot by Roger W. Ray & Associates. Dated: 04/12/11. Source o. � ', opography. Two (2) foot contours shown from an airborne survey under the supervision of James H. Bell, Jr. aerial topography from Louisa Aerial Surveys, Inc. Dated: 03/10/12. BUILDING HEIGHT Maximum :;5' SETBACKS 30' From Public Right—of—Way ----� Yard requirements waived by the approval of ZMA 2011-00006.. :.. ;.. EXISTING USE Vacant Land 11 PROPOSED USE 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 LAND USE SCHEDULE EXISTING Area % 91-12 (Vacant Land) 272.625 SF 100.0% Total= 272,625 SF (6.26 ac.) This cony of `•:'1F s gip; oved plan is reserved for the official files of Albemarle County. Please do not remove this plan from the file. APPROVE by the Albemarle Cm* Comm* Devd"ient DewUYl@i'It Date 01 - t S- Z o l 4 PROPOSED Area % File Crupo Zo(Z opo Z New Building 73,436 SF 31.3% New Sidewalk/Parking 76,858 SF 32.8% Open space 122.331 SF 44.9% Total= 272,625 SF (6.26 ac.) Total Impervious Area = 150,294 SF (55.1%) WATERSHEDS This site lies within the Moore's Creek Watershed and is not within a drinking water watershed. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO426D), 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. O � U JU HIMP Y Lic. `5183 �o ��SSIONAL ��G TMP 91-1 Albemarle County Service Authority I-------- � DB 1 Q89-670--, 1 1 / `� �------ `� ` I , 537.5 Zoned: .R-1 � Use: Pukllc Fa-c.l,tleS 1-__ ------, 1\ "I ---------_N Ex. Fenc\ ,_ 'S72°Z4-'9, 50�9�04'`\ pro Be Removes ---\ `� \S72024'25"E 160.51' ' X X X X X " X TMP 91-1D Approx. Locatibn of Dominion Crane &Rigging, Inc. / '��`F/ Ex. Water Meter i i \\ �� \ i -- `� \ `� 549.4 DB 1237-594 f' / Td\Be Relocgted DB 348-105 (Plat)/' ' /J I F i i � i II \\ � , \`, \ �, � � � \�� ' i i � 40 �. ._- - � \ \ Ex. Fence Zoned: L -I 590.3) �0 To Be Removed \ . Use. Service Repair Garag , , /� F \ i II 10 569.2- I J / I I I 555.1 I I I I 1 } 542.8 �J I I i I 1 I I 547.1 \\ 545.0 / 569.3 f/ f/ /J CO 40 TMP 591.-r12 / ' I I / I � / // ,/ �' 541.5 °V,l /, �,' �,� �/ / JJ / \ Ex. Concrete� � � � � A htALTH CARE ENTER, LLC. � � � 553.0 / �� / , , / / & PBe Remove¢6wer Pole / INSj#. 2012-00001388 T q `'� ' / DB 4132-3471 565.3 �B 4425-165,(FP at) c� i /' i // / // �' /' S72°2 1-'15"E 160.23' 1! DB 4425325 Zoned: N -IC 6.26 Acres \ �' Ex. Trees To $e I , / , / 538.7 / TMP 1 - 1 1 Ex Trees To 1c / ' / /' Removed (t )\ I / ' 00 RerrSoved (t moi' ;' ,/ / �� \ 1 / /,/ /i' / I COU nty Of bem arl e, VA DB 191 / 79-44 46&47 (Plat) o Zon d: R-1 Approx. Locati6n of d /' ,' 557 0 Ln/ USI: Priv t o Residence /fix. Water rvice Line ,' ,/ To Be Rlocated // // �� ,/ 561.1 ,I / / �' �' 538.7 J IWO Ex. Drivewly To Be / / ' / / / i Z I Removed ,' ,' /' / / / �' Z W I •� ► � , / , , �/ � - - - -- / / �/ �/ / / , / � ,� / TMP 91-12C538.8 � / �• ' f /' / /' -' /' / �� /' / ,' // /' ,' / GALAXIE, LLC. DB 043-110 �C) DB 4132-350 (Plat) IV, Zoned: R-1 /r./ ,, / /// /// /// /,' /�� Use: Vacant Land 'Xv 0.97 Acres _/ i i• ; , / 1 , � -\r- � � / � ,�� ( / ,� 538.7 538.6 S72024'"E 210.33' TMID 91,-13 / / / \ - I 538.4 : - l "/ / / / � / / / \ \ \ w � / � -� \ \ I 1 ' /. < \ ,` 1 c ,--- "' '' //.•. 545.4 \ 1 \ 543.3 County of Albemarle �chgol" Boe'rd / J �� \ , 1 55 .5 548.4 �,, D13 10 3 3 - 3113\ \\ \ \ I I , � � y44.1� DB 1096-739 ((Plat)��\142 543.7 DB 619-368 ( Plat) \ , Zoned: R Use: Elementary School �\ '\ �\'�� ; �`� `\ �w 'I \► // �'� 'l / � �� y Eltin 20 Pnva e- �\ �\ \\ �\ \ '� \ Road asem 539.2 J" / L DB 42 a -(Plat) / 13 530- 79 540.7 ..y TIP 91-12B.1 \ ��,�' Ben & Margaret A. azier / 1 \ \ , \ i ,'` B 521-518, 523 (Plat) \I \I 11 \\Ez� Gala'\ n\�'/ DB 440-179, 181 (Plat) d / 1 \ \ ke Farme \ I f ws \ �10' Private ROW Zoned. R-1 \ \DB\219-261 (Plat) �� \ I \\ Use: Private Residen L \ DB '2 6-1 �), (Plat) \ 546.7 30 0 30 60 90 OID 545V S LO ' Scale: 1 "=30'�\ Qn <V�TH � Ll Ow O U JUSTIN M. SHIMP Y Lic. No. 45183 O ��SSIONAL �� , , r TMP 91-1 Albemarle County Service Authority I-------- � DB 1 Q89-670--, 1 1 / `� �------ `� ` I , 537.5 Zoned: .R-1 � Use: Pukllc Fa-c.l,tleS 1-__ ------, 1\ "I ---------_N Ex. Fenc\ ,_ 'S72°Z4-'9, 50�9�04'`\ pro Be Removes ---\ `� \S72024'25"E 160.51' ' X X X X X " X TMP 91-1D Approx. Locatibn of Dominion Crane &Rigging, Inc. / '��`F/ Ex. Water Meter i i \\ �� \ i -- `� \ `� 549.4 DB 1237-594 f' / Td\Be Relocgted DB 348-105 (Plat)/' ' /J I F i i � i II \\ � , \`, \ �, � � � \�� ' i i � 40 �. ._- - � \ \ Ex. Fence Zoned: L -I 590.3) �0 To Be Removed \ . Use. Service Repair Garag , , /� F \ i II 10 569.2- I J / I I I 555.1 I I I I 1 } 542.8 �J I I i I 1 I I 547.1 \\ 545.0 / 569.3 f/ f/ /J CO 40 TMP 591.-r12 / ' I I / I � / // ,/ �' 541.5 °V,l /, �,' �,� �/ / JJ / \ Ex. Concrete� � � � � A htALTH CARE ENTER, LLC. � � � 553.0 / �� / , , / / & PBe Remove¢6wer Pole / INSj#. 2012-00001388 T q `'� ' / DB 4132-3471 565.3 �B 4425-165,(FP at) c� i /' i // / // �' /' S72°2 1-'15"E 160.23' 1! DB 4425325 Zoned: N -IC 6.26 Acres \ �' Ex. Trees To $e I , / , / 538.7 / TMP 1 - 1 1 Ex Trees To 1c / ' / /' Removed (t )\ I / ' 00 RerrSoved (t moi' ;' ,/ / �� \ 1 / /,/ /i' / I COU nty Of bem arl e, VA DB 191 / 79-44 46&47 (Plat) o Zon d: R-1 Approx. Locati6n of d /' ,' 557 0 Ln/ USI: Priv t o Residence /fix. Water rvice Line ,' ,/ To Be Rlocated // // �� ,/ 561.1 ,I / / �' �' 538.7 J IWO Ex. Drivewly To Be / / ' / / / i Z I Removed ,' ,' /' / / / �' Z W I •� ► � , / , , �/ � - - - -- / / �/ �/ / / , / � ,� / TMP 91-12C538.8 � / �• ' f /' / /' -' /' / �� /' / ,' // /' ,' / GALAXIE, LLC. DB 043-110 �C) DB 4132-350 (Plat) IV, Zoned: R-1 /r./ ,, / /// /// /// /,' /�� Use: Vacant Land 'Xv 0.97 Acres _/ i i• ; , / 1 , � -\r- � � / � ,�� ( / ,� 538.7 538.6 S72024'"E 210.33' TMID 91,-13 / / / \ - I 538.4 : - l "/ / / / � / / / \ \ \ w � / � -� \ \ I 1 ' /. < \ ,` 1 c ,--- "' '' //.•. 545.4 \ 1 \ 543.3 County of Albemarle �chgol" Boe'rd / J �� \ , 1 55 .5 548.4 �,, D13 10 3 3 - 3113\ \\ \ \ I I , � � y44.1� DB 1096-739 ((Plat)��\142 543.7 DB 619-368 ( Plat) \ , Zoned: R Use: Elementary School �\ '\ �\'�� ; �`� `\ �w 'I \► // �'� 'l / � �� y Eltin 20 Pnva e- �\ �\ \\ �\ \ '� \ Road asem 539.2 J" / L DB 42 a -(Plat) / 13 530- 79 540.7 ..y TIP 91-12B.1 \ ��,�' Ben & Margaret A. azier / 1 \ \ , \ i ,'` B 521-518, 523 (Plat) \I \I 11 \\Ez� Gala'\ n\�'/ DB 440-179, 181 (Plat) d / 1 \ \ ke Farme \ I f ws \ �10' Private ROW Zoned. R-1 \ \DB\219-261 (Plat) �� \ I \\ Use: Private Residen L \ DB '2 6-1 �), (Plat) \ 546.7 30 0 30 60 90 OID 545V S LO ' Scale: 1 "=30'�\ Qn <V�TH � Ll Ow O U JUSTIN M. SHIMP Y Lic. No. 45183 O ��SSIONAL �� 000 00 0 of - \ W ! �W POINT 'A" Z W w n. w o� 1 ire ✓ /' ' � � —' — — Q� � 0 r - t /'� � i •:to '. / TMP 91-2E I ° County of Albemarle, VA q W " IT OF 1\�$ �\ %1 , DB 1623-649, 651 (Plat) W Y)> LIMITS \ DISTURBANCE `a DB 1590-418 ' w Zoned: R-15 I '� 1 � Z V) Use: Fire 8c Rescue Station w Q 141 J4EW VARIABLE WID 1 -- PUBLIC ROW�ALTH Monticello Fire & \ \ " Rescue Station v JUSTIN M. SHIMP a /,/ \ \ \\ �\ 't•. \ i I Lic. No. 45183 ��SSIONAL V, Dom in io Use: I Lx. Galaxie Form Lane 20' Private ROW DB 219-261 (Plat) DB 246-127 (Plat) \ t \ \\ 4 1 30 0 30 60 90 Scale: 1 "=30' Zoned: Use: Private \, , — I/ R-1 Residence U JUSTIN M. SHIMP Y Lic. No. 45183 lod w4 O SIONAL WI2la m Use Q Frazier along NW and SW property lines during Ex. Galaxie Farm Laney Zoned: R-1 20' Private ROW Construction. DB 219-261 (Plat) p fr. Use: Private Residence DB 246-127 (Plat) 1 � 30 0 30 60 90 Scale: 1 "=30' o1�7 �NLTH 0 o U JUSTIN M. SHIMP Lic. No. 45183 o4 �'`SSIONAL EAG PLTH Op v JUSTIN M. SH MP a Lic. No. 45153 ��sS10NAL �� • • 30 •• •• Scale:• 550 STA. 10+00 TO 13+50 MATCH EXISTING PAVEMENT GRADE AT OF ROAD -- — z 540 i Road Profile Per Approved SDP 2001-0089 , Ln Ln 530 Eine O 3.5' EYE HEI __ ----- -------------------------------------------------- ---- o _ _ � N Ln �r NOTE: A FIELD SURVEY OF EXISTING CONDITIONS WAS PERFORMED TO DETERMINE _ ---- - - 3.5 EYE EIGHT THE EXISTING VERTICAL GRADE. / EXIST. GRADE ____----- _- p- a_ Profile at Sight Distance Line 350.00VC 5.29% 249.84SD _ _ _ _ 2. 7% 46.96K -Val 520 N N r- Lf)N r- N r� m + W ` GJ •2 In N Lf)Q Z �7 � ON + � �' > C Ln of Q + Ln Uj cn Proposed Design Per ApprovedQ W CO N w o � Uj Q, w SDP 2001-0089 / ELE-517.84 �' LO �� M N Q C? o� c�_ _ c' _ _ 22.62' FROM C/L _ c, > _ ui U w Q �� > _ S ' c~i� Z CL � - STA=13+79.04 0° — ELE 517.00 _ O t- / 7:84 FROM CA _ ELE=515.52 STA 13+57.79 510 f 1.33' FROM C L is- ui STA=13+26.66 elevation ELE! 513.68 Future Road By Others of road 1.66' FROM CA ELE=510.36 STA=12+87.13 -�" _' 1.28 FROM CA ELE=5 8.21 STA=12+20.75 0.62' FROM CA _. _ _ PROPOSED URBAN COLLECTOR _ _ _o - — – sTA=11+70.86 + m 30 MPH DESIGN SPEED to SCALE: V:1 =5' H:1"=30 N W 500 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 / \ -522- Structure Type Size (ft) STR-1 DI -313 8 STR-2 DI -36 8 STR-3 DI -3C 6 STR-4 DI -3C 6 STR-5 DI -313 8 STR-9 DI -313 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 -313 6 STR-11 DI -36 6 STR-12 DI -3C 6 STR-13 DI -3C 6 STR-15A DI -313 6 STR-16 Yard Drain STR-17 Yard Drain STR-19 DI -1 V (GOOD ` 0 0 00 U 2" OF SM -9.5A SUPERPAVE 49.5' +/- ROW . rI Z 9' DITCH 20' TRAVEL WAY 6' w N w 0000000000000000 6 — VDOT #21A BASESTONE 6, 2,5' w 0 0 0 0 0 0 0 0_ SHOULDER CURB \ '� ^ Z COMPACTED SUBGRADE \v\� w I I I—I 4 1 1 4 4JI I MrIII I CBR=10 TO BE FIELD VERIFIED 3' TEMPORARY Z PAVEMENT Q W 0 V) TUTURE 5' S/W Z 3 TYP CAL PAVEMENT SECTION FOR PARKING 8c TRAVELWAYS CONS RUCTION BY Ct CONSTRUCTION BY ' W C8 Not To Scale OTHERS AHCC 1.5" OF SM -9.5A SUPERPAVE N o 5" - ASPHALT CONCRETE BASE COARSE w a 14.5' 13' LANE 13' LANE TYPE BM -25.0 4' 4' Q BIKE BIKE 1�,� , > > 0000000000000000 LANE LANE ��jjj V)_ _ _ _ 6 - VDOT #21A BASESTONE _ _— I ULTIMATE w COMPACTED SUBGRADE CENTER LINE I I III III—III—III- CBR -10 TO BE FIELD VERIFIED TOTAL FUTURE ROW = 63' �F- Z w 0 4 TYPICAL PAVEMENT SECT ON FOR NEW PUBLIC ROAD w Not To Scale 6 ACCESS ROAD CROSS SECT ON STA 13+75 — 1650 ° P � ----�� \ 5 STORM STRUCTURE TABLE / ,� C8 Not To Scale (ON 690 C8 �� \\ �\ \ C8 Not To Scale 560 560 '�`° O� ohoPLTH I /4.1 � JUSTIN M. SHIMP a \ \ \ t- _� �7 _ _ _ _ _ _ . _ _ _ Lic. No. 45183 \ \\ \ ) _ l ,c % \ 543.7 4.3 0._-... w SSI \� \ \\ ��/ \� �� r !• 550 550 ONAL opt Existing 6" PVC Pipe To 0 i \ tri HBe eplaced With \ \ 3 I 1 \ 539.2 J- {� 113`.56'-18" RCP Culvert _ 540.? 86.00VC 130.1OSD i 11.27K -Val TMP 91 —1213, / Ben\ 8c Margaret �/ 0� N� W / , B 521— 518, 523 (Plat // EXIST. GRADE a w 18" FDPE Q LLJ Q J E ' i 540 / - w Storm Sewer �'1' �- w 540 o ME o c :o DB 440-179 181 (Pla / �co - / i o �p�ja Inv.=542.01 > a- i-- > C, c� a) 0 Zoned: R-1 4, I� o o `� — — - �' �0,. / �� 'E o E -CO r7 �n �--' °J / f /'' I V ceCD rn o . � o � / _ _ o 0- 14� .:.: �'" , ' '" Use: PrlVate Reslden \ zo oN Lq p �� +� ,._ _ — o c" '> - J ;nom Y „, `•-^"`.. / C - Cf) Li Of t w J Q `\ ,+a• .,,.,,�.w ,._a ,i q '1 " s�-\Fad H..._ .•'.,�,�'� ,",a,, ,� �= / - / / \ I , w � � n > > w � � in iz Of 0 0 PROPOSED GRADE � � � r7 \ 530 64.61 SD 530 '`�I \ / Sar. �io000 C —c-, ' J / i �z F- - N N N 2 0.3+/- Mile I w o ro Ln �w To State Route 20 v o .- - N o 0 _ _ _. - cn P - 2.00%CD ;.:... \ 4% TAN NT GRADE «. - -e� - 40' AT STAG 0+57.00 liffli! Tr Of 2 OFFSITE UT L TY MPROVEMENTS DETAIL SCALE: 1 =30 520 520 15 HDPE Storm Sewer �. _ Inv.=519.60so _ 10+00 11+00 12+00 13+00 R 'PROFILE ACCESS ROAD C8 SCALE: HORZ: 1"=30' VERT:1=5' OLL V y \ �6- �\ /� \ . \ \ \ �`� 540 540 Z 4 J �L r O Z Z W 530 o �) J U Com, W W > J WUj 0 Q 520 W N J m Q J Z Q U. Date 10/08/2012 510 Scale N/A 0+00 1+00 2+00 3+00 Sheet No. OFFSITE SANITARY SEWER CONNECTION DETAIL 8 VERTICAL SIGHT DISTANCE PROFILE C8 OF 21 C8 Scale: 1"=m, C8 SCALE: HORZ: I"=20' VERT:1 "=5' Fie o. 10.033 ~' EXIST. GRADE 3.5' EYE HEIGHT PROPOSED i h _5 9 t D,stanc GRADE �_ e tin, \ 3.5' EYE_ HEIGHT 4 J �L r O Z Z W 530 o �) J U Com, W W > J WUj 0 Q 520 W N J m Q J Z Q U. Date 10/08/2012 510 Scale N/A 0+00 1+00 2+00 3+00 Sheet No. OFFSITE SANITARY SEWER CONNECTION DETAIL 8 VERTICAL SIGHT DISTANCE PROFILE C8 OF 21 C8 Scale: 1"=m, C8 SCALE: HORZ: I"=20' VERT:1 "=5' Fie o. 10.033 DB 1096-739 (Plat)\\\/ /// Tax Het=8'— DB 619-368 (Plat) Zoned: R-1--�>� � �� R�rri�m Use: Elementary School � i Existing 20 Privates �\ Road Easemerr , DB 428 9-�Plct) �� v v� �B 530 79 �`Re K lo, co servatjo\n / \\ `checklist `0.n \�heet Cly` 1 1 � �\Ex� Gala\x�e Farm Lane I t \ �0' Pri�%ate ROW S I )DB \219-261 ( Plat) DB �J6-1 �' (Plat) 30 0 30 60 90 Scale: 1 "=30' 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. (O Red Maple 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 conadensis & 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 Spiraea x vanhouttei Vanhoutte Spirea 18" Ht. 23 41 943 Evergreen Shrub Ilex cornuta "Burfordii" Burford Holly 18" Ht. 19 57 1083 Evergreen Shrub Juniperus chinensis & cvs. Chinese Juniper 18" Ht. 9 — — TOTAL SF: 16584 NOTE: CANOPY FROM 10 YR GROWTH TMP 91-1 Albemarle County Service Authority DB 1089-670 Q 3 Zoned: R-1 EX. 30' TEMPORARY GRADING EASEMENT FROM ALBEMARLE COUNTY SERVICE AUTHORITY v, Use: Public Facilities DB 4425 PG 216 I a IIm �-' `j I - I 1� �.. D-1 D U.,Z Z U.J U.4 U.Z U.Z U.Z U.Z U.Z U.4 U.4 U.J U.1 -U. -I Count of Albemarle School Board Stacking Block + +07 +1 +2.8 X3.0. +1.7 +0.9 3 +0. County g � � .2 DB 1033-313 Ret. wall \ Max Height=8' '1.2,+ .0\ +0.5 3 +0.3 DB 1096-739 (Plat) DB 619-368 (Plat) \o +0.3 +\ ' + Zoned: R-1 \ \, 0.3 0. 1 / Use: Elementary School +\ ' + , 0.1 .1 0.0• Existing 20 Private Road Easement +0. \� DB 428-9 (Plat) 0 \+O. 00 DB 530-479 (Plat 0. .0 TMP 91-12B Ben & Margaret A. Frazier DB 521-518, 523 (Plat) Ex. Galaxie Farm Lane DB 440-1/9,181 (Plat) 20' Private ROW Zoned: R-1 DB 219-261 (Plat) Use: Private Residence DB 246-127 (Plat) \ 30 0 30 60 90 Scale: 1 "=30' STATISTICS Symbol Label 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 MH, High Performance 1.4 fc 8.3 fc 0.0 fc N / A N / A Galaxie, LLC. Property Line + 0.3 fc 0.5 fc 0.0 fc N / A N / A School Property Line + 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 Wafts ❑I A KAD 400M SR4SC 3 Area Luminaire, 40OW ONE 400 WATT CLEAR KAD 38000 1.00 456 (PULSE START) MH, High Performance ED28 PULSE START _40OM_S SR4SC Sharp Cutoff, METAL HALIDE IN R4SC_(PULSE Reflector, Full Cutoff HORIZONTAL POSITION _START).ies MEETS THE'NIGHTTIME FRIENDLYCRITERIA ❑ B KAD 400M SR3 3 Area Luminaire, 40OW ONE 400 WATT CLEAR KAD 38000 1.00 456 (PULSE START) MH, High Performance ED28 PULSE START _400M_S SR3 Reflector, Full Cutoff METAL HALIDE IN R3_(PULSE_S MEETS THE'NIGHTTIME HORIZONTAL POSITION TART).ies FRIENDLYCRITERIA KAD 250M SR3 Area Luminaire, 250W 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 MEETS THE'NIGHTTIME LAMP IN HORIZONTAL TART).ies FRIENDLYCRITERIA 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 SR3 Reflector, Full Cutoff HORIZONTAL POSITION. R3_(PULSE_S MEETS THE'NIGHTTIME TART).ies FRIENDLYCRITERIA ❑ E KAD 250M SR4SC 1 Area Luminaire, 250W ONE (1) 250 WATT KAD 22500 (PULSE START) MH, High Performance CLEAR BT28 PULSE _250M_S 1.00 288 SR4SC Sharp Cutoff START METAL HALIDE R4SC_(PULSE Reflector, Full Cutoff LAMP IN HORIZONTAL _START).ies MEETS THE'NIGHTTIME POSITION FRIENDLYCRITERIA Area Luminaire, 15OW ONE 150 -WATT CLEAR ❑ F 3 KAD 150S SR2 HPS, High Performance ET -23.5 HIGH KAD_150S_SR 16000 1.00 189 SR2 Reflector, Full Cutoff PRESSURE SODIUM, 2• es MEETS THE'NIGHTTIME HORIZONTAL POSITION. FRIENDLYCRITERIA 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).ies MEETS THE'NIGHTTIME FRIENDLYCRITERIA County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III -284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved: ❑ Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; n/a ❑ Grade changes requiring tree wells or walls; n/a ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: © All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauipment Operation and Storage: © Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Storm -water Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: n/a ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: n/a ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: © Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. © Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: n/a ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: n/o ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: n/a ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup - 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S 1-1/2" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SEE SF EXACT REQUIREMENTS, SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S' FROM TOP 1/3 OF RC a 0 to Ail, -I1.a-.-._............. .. UNDISTURBED SOIL Z BALL DIA. (MIN) i = 1 ' TREE PLANTING DETAIL Not To Scale O'A Lfm vI A I n - FEATURES & SPEtIFICATIONS INTENDED USE- Ideal for parking areas, street lighting, walkways and car lots. CONSTRUCTION Rugged, iie-cast,soft corneralummumhousing with 0.12"norninalwall thickness. Die-cast door frame has impact-resistant,tempered, glass lens that is fully gasketed with one-piece tubular silicone. Finish: Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available OPTICS - Anodi7ed, aluminum reflectors: IES full cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 Metal halide 70M z 2SOMsreP • X 9 (forward throw) and RSS (square) are interchangeable. High-performance anodized, segmented aluminum Standard reflectors High performance reflectors$ retlectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp (blank) Magnetic ballast Soft Square Lighting cutoff). High-performance reflectors attach with tool -less fasteners and are rotatable and interchangeable. metal R2 IES type li ELECTRICAL Ballast: High pressure sodium: 70-15OW is high reactance, high power factor. Constant wattage " 00M' 320M 4 autotransformerfor 200-400W. Metal halide: 70-15OW is high reactance, high power factor and is standard with asymmetric" SR2 IES typeR uIse-starti nitortechnol SCWA'notre uned.ConstanIwatta eautotransformerforI75-400W.Su per P 9 ogY., q � g Pe � c�w.... KAD (pulse start ballast). 8845 efficient and EISA legislation compliant is required for metal halide 151-4WW (S(WA aluminum SC option) for US shipments only. (SA, NOM or INTL required for probe start shipments outside of the US. Pulse -start 70MHC' ` R3 IES typ e III ballast (S(WA) required for 20OW, 320W, or 350W, Ballast is 100ob factory -tested. Vandal guard" wattage Socket Porcelain. horizontally oriented medium base socketfor70-150M. Mogul base socketfor175Mandabove, Specifications METAL HALIDE: 70-40OW and 70-4005, with copper alloy, nickel -plated screw shell and center contact UL listed 150OW, 600V. 1005 100MHC1 LISTINGS - UL Listed (standard). CSA Certified (see Options). UL listed for 25`Cambient and wet locations. IR65 EPA: t.2 rt. NIGH PRESSURE SODIUM:70400W rated in accordance with standard IEC 529. *Weight:35.91bs(16.28kg) 20"T035' MOUNTING Specifications subject to change withoutnotice. Length: 17-112 (44.5) i50S 150MHC R4 ES typelV asymmetric' y 347 Width: 17-ti2'(44.5) 7-1/8 12 12" arm Depth: 7-1/8 (18.1) (18.1) All dimensions are inches (centimeters) - -- SR4SC IES type unless other wise specified. 4 17-1/2 (10.2) (44.5) ShipsseaaratelV 3,14 `Weight as configured in example below. For shortest lead times, configure product using bolded options.. 250S Example: KAD 400M R3 TB SCWA SPD04 LPI Kao KAD Metal halide 70M z 2SOMsreP High ssure Ceramic Standard reflectors High performance reflectors$ 120 208' (blank) Magnetic ballast Ships in fixture carton SPD_ Square pole Arm length 04 4" arm metal R2 IES type li sodium' Quartz restrike systema 00M' 320M 4 halide asymmetric" SR2 IES typeR 240' CWI Contant RPDRound pole 06 6" arm aluminum SC 70S 70MHC' ` R3 IES typ e III metric asym Vandal guard" wattage W6 Wire mrard'v 150M 35010"277 1005 100MHC1 asymmetric' SR3 IES type 111 isolated" WBD_ Wall bracket 09 9"arm 75M' 400M''` i50S 150MHC R4 ES typelV asymmetric' y 347 Q WWD_ Wood or pole wall 12 12" arm 200M° forward throw SR4SC IES type 480 , ShipsseaaratelV 3,14 250S R55 EStypeVsquare forward SCWA Super CWA DAD12P Degree (pole) g P 4005 throw 711310 pulse -start ballast DADI2WB Degree arm (wall) 23050HZ NOTE: for shomemsto U.S. WBA Decorative wall bracket'" territories, SCWA must be KMA Mast arm external fitter specified tocomphywith EISA. KTMB Twin mounting bar Shipped installed in fixture SF Single fuse (120, 277, 347V)" DF Double fuse (208, 240,48OV)" PD Power tray" PER NEMA twist -lock receptacle only REGC1 (no photocontrol) QRS Quartz restrike systema QRSTD QRS time delay" WTB Terminal wiring block" CSA CSACeltified INTL Available MH for probe start shipping NEMA twist -tock PE (120, 208, 24OV) outside the U.S. REGC1 California Title 20, effective 11112010 ShipWd separatelvla (blank) Darkbronze HS Housesideshield DWN White PEI NEMA twist -tock PE (120, 208, 24OV) DSL Black PE3 NEMAtwist-loth 347V) DMB Medium bronze PE4 NEMAtwstAockPE(480V) DNA Natural PE7 NEMA twst4ockPE(277V) 21 Must be specified. ULP not available with MHC. aluminum SC Shorting cap for PER option VG Vandal guard" W6 Wire mrard'v 1 Not available with SCWA. 12 9'arm o required when two or more luminaires are oriented 2 Not available with 48OV. On d90 drillingpattern. 3 These wattages do not complywRh California Title 20regulationt 13 May be ordered as an accessory. 4 }Aust be ordered with SCWA. 14 Must specify finish when ordered as an accessory. 5 These wattages require the REGO option to be chosen tot shipments into 15 Available with SPD04 and SPDO9. California for Title 20 compliance. 250,M REGO in net available in 347 or 48OV. 16 Must specicy voltage. NiA with TB. 6 Reduced jacket ED28required for SR2,SR3 and SR4SCoptics, 17 Onlywailablewith SR2,SR3 and SR4SCoptics, 7 House -side shield available. 18 Max altawablewattage lamp included. 8 High performance reflectors not available w^n QRSTD. 19 Prefix with KAD when ordered as an accessory. 9 .'dust specifyCWlfor use inCanada. 20 See www.lithomaxomhrchcolorsfor additional (obroptions. 10 Optional multi -tap ballast 120, 208.240,277V; in Canada: 120, 277, 347V). 21 Must be specified. ULP not available with MHC. 11Consult factcryfor available wattages. 12 Must useRPD09. OUTDOOR LPI lamp included L/LP Less lamp 0. WhTILMlE ritelvty M t:memmn: Gitbn'�`pm4 4. GNrA� �nru iv 9Fd uY4tnn ia.�.-.en SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEPIATEPY APER O PLANTING AND WATER / THOROUGHLY. /1n PLANTING PIT. PREPARED SOIL FOR 5HKU55 SOIL SURFACE ROI: TO BIND NEW SOIL i It, SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE a 4 REMOVE BURLAP FROM TOP 1/3 4 Of ROOTBALL O 3" TALL WATERING BERM v Fr-fIN15HED GRADE b/2. BALL DIA w" MIN:Fie . (� w 2 SHRUB PLANTING DETAIL C11 o Scale t a ------ _ 000 - T EXIST -VA -RI -ABLE WIDTH TEMPORARY GRADING 3 ROAD STRIPING DETAIL C11 J sCALE: 1'=20' pLTH OP Ll h4 U JUSTIN M. SHIMP a Lic. No. 45183 'VSIOIVAL ' �G 565 555 565 560 550 560 545 GENERAL WATER & SEWER CONDITIONS 555 555 540 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE 550 -----_- -- -i550 Cover—� _ _-_w __ �__ . -- CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 95% COMPACTED FILL 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 545 545 PROPOSED GRADE __� Min. THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN 12 Min.LAJ Sep. 1540 INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. EXISTING GRADE _ Z9. cn 540 CL, w CN Cn N cr, _Lr, 11 . ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND > _ SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 535 - _ '�' n o _ u, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. �- �n n {535 � tt _ 530 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 530 N N 86 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, 525 ~ 525 OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, I ETC. z / Min. ` 12" Min. 520 520 10 __ _ _ _ _ _ _ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. z 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A 515 a z z 1515 CD ooQ m �� w mN _ o� FUTURE EXTENSION OF THE LINE. I I moo 9, WATER METER SIZES SHALL BE DETERMINED BY THE ACSA BASED ON FIXTURE COUNT PRIOR TO ISSUANCE OF A " _ - p w " wco `" '- a' eco LLJ ~ 510 510 BUILDING PERMIT. © i o N Cdr N N o `co cF CVH O� OQ N� O �O< _ OQ 1+00 2+00 3+00 4+00 5+00 6+00 0+00 WATERLINE PROFILE - STA 0+00 TO 6+00 "=10' r1 SCALE: HORZ: 1"=30' VERT:1 585 580 575 570 565 560 555 550 545 540 535 530 6+00 T 570 cc 1. _ c 565 LLz 560 555 550 545 540 O 61 cr> � 530 ~ Ln oz z az 0+00 7+00 9+00 --11.17 LF- 15" HDPE..0 4.M7. __ 555 _ 550 1+00 2+00 3+00 STORM SEWER PROFILE: STR-9 THRU STR-9A2 SCALE: HORZ: I"=30' VERT:1 "=10 530 10+00 11+00 565 560 12+00 WATERLINE PROFILE SCALE: HORZ: 1"=30' VERT:1 "=10' 13+00 STA 6+00 TO 14+00 Z PROPOSED GRADE 3Co en' a Ir LLJ 12" Min. watt t�tE- �' 3' Min—t Se . CoverLn 6 r c�Ln Ln L�j09 co _ Q > cf) o C).. Q, +o _ _Q� A�j.;t- CD_ qf of + _. m LO .tr, o_ tn 1+00 2+00 WATERLINE PROFILE - STA 0+00 TO 2+00 SCALE: HORZ: 1"=30' VERT:1"=10' 585 580 575 570 565 560 555 550 545 540 535 530 14+00 ,eNLTH of 41 O � U JUSTIN M. SHIMP a Lic. No. 45183 16 4 SJONAL EAG 555 550 545 540 1+00 2+00 WATERLINE PROFILE - STA 0+00 TO 2+00 SCALE: HORZ: 1"=30' VERT:1"=10' 585 580 575 570 565 560 555 550 545 540 535 530 14+00 ,eNLTH of 41 O � U JUSTIN M. SHIMP a Lic. No. 45183 16 4 SJONAL EAG SAN -1 { (SAN -21 {SAN -31 {SAN -4{ {SAN -51 SAN -61 SAN -71 {SAN -8 TR -9D{ {STR-9D1{ PTR -KD 575 TR -9 TR -9 TR -9 �,o CDI J woo z — c`4 d- rr) i t10O� r-- I CD �'p cn �o0 j r` . 570 �.� w �OO J 0- wlw� _ —NIS oto z z 575 _ C) _. I I zloQ __ _ { 570 - z dL+ �� d� _ �I a_ 6- 570 d wn -- 0 o 570 - __ __ o� { zap _ � _ _ _ i _ _ m -< 570 565 O dr __ I — wo� � o0 �n __ ( w L— - r� cn I PROPOSED GRADE I - _ 5650 565 wf PROPOSED GRAD > Z _ _ w __ o,�., It � 565 _ o2:87% _ _ { 12" Min--- 565 560 �' 560 560560 I a-"'� o _ _w lbb.11 LF Sep. w _ 565 _ o> 560 �_ z _ wwo BOO Min. 555 Sep. – _ 5.15% n z ©ii PROPOSED, GRADE 555 555 EXISTING GRADE y`` LF a ( l 550 555 184.43 �- 550 (nI'z 92.$4 LF - 15" HDPE @ U0% -- Min. / ..73, 6 LF - 15" HID ® 2.43% _ -' 12„ Sep _. 550 550 — 3Min. Min: 0+00 1+00 2+00 560 Cover Z: Sep, 550 " -35 ® 3.73% _ 11 w 560 j 545 545 _ ' N 545 Q M cli N N SO Ln Ln LO o �- — U-) Ln A Lf) Ln Lc_) 540 540 ~ Ln cI o Ln _ oz �- o 540 I �z3. 1— I z zz z zz C) z o z > > > > 535 125.55 LF - 15 HDPE ® 1.00% , 550 0+50 1+50 % 530 2 STORM SEWER PROFILE: STR-9D THRU STR-9D2 525 r1 i SCALE: HORZ: 1"=30' VERT:1 HDPE @ 050% TR -9 TR -9 TR -9 �,o CDI J � O _ I{Ln� c`4 d- rr) i t10O� im �f P) a-) �'p cn . _1 �.� w rn Li 0- wlw� z z 575 z oQ I I zloQ __ _ { - - - z � ©Mco _ �I 570 d a a � 0 o d_ - __ __ �' 570 ¢ � _ _ _ €�FISTiNG GRADE _ _ m _ 570 �� O dr __ I — c7 � o0 �n __ ( w L— - r� I I PROPOSED GRADE I - _ ;- 565 wf PROPOSED GRAD :3: w _ _ w o,�., It � _ _ o2:87% _ _ { 12" Min--- 565 560 �' cn I a-"'� o _ _w lbb.11 LF Sep. w _ 565 _ o> It �_ z _ wwo BOO 555 – _ 5.15% n z ©ii PROPOSED, GRADE EXISTING GRADE y`` LF a ( l 550 _ '- 184.43 �- 550 (nI'z -- Min. -' 12„ Sep — 3Min. Min: 0+00 1+00 2+00 560 Cover Z: Sep, " -35 ® 3.73% _ 11 w 560 _ Q cli SCD N SO Ln M `n o �- — U-) Ln 555 Lf) F- Lc_) cI o _ oz o I �z3. ziz I z zz z zz z TR -9 STORM SEWER PROFILE: STR-9A THRU STR-9E SCALE: HORZ: 1"=30' VERT:1 "=10' "11=919 1 2+UU 15+00 575 570 565 560 555 550 545 540 535 530 525 14+00 SANITARY SEWER PROFILE: SAN -8 THRU SAN -10 SCALE: HORZ: 1"=30' VERT:1 "=10' STR-181 ISTR-1 J � O _ J c`4 d- rr) J �o� IC) im I �'p . lz r� 6 C:5c5�6 co+ coo 575 I z w Jca __ _ { - - - z ©Mco _ L6 cam 570 d a a � 0 o d_ - __ __ �' 570 ¢ � _ _ _ €�FISTiNG GRADE _ _ m _ 570 �� O dr __ ��-.Q c7 � o0 �n __ ( w L— - r� I PROPOSED GRADE I w t 565 :3: w _ _ w o,�., It � _ _ _ _ _ { 1— 565 560 �' cn 560 _ _w _ cr1 _ 565 _ o z – a 555 - n z _ PROPOSED, GRADE Z ( l 550 _ '- - �- 550 0+00 1+00 2+00 560 560 .._----2' Min. Cover P777_77 555 555 I 125.55 LF - 15 HDPE ® 1.00% , 550 % HDPE @ 050% I 550 60.32 LF 15 . I 545 545 I 540 -` 540 ...COMPACTED i { FILL..... 535 535 N o m ri � o o I N { L { Ln � 530Ln Ln rr, 530 o C) I oz oz zz z i zz 0+00 1+00 2+00 3+00 4+00 STORM SEWER PROFILE: STR-9A THRU STR-9E SCALE: HORZ: 1"=30' VERT:1 "=10' "11=919 1 2+UU 15+00 575 570 565 560 555 550 545 540 535 530 525 14+00 SANITARY SEWER PROFILE: SAN -8 THRU SAN -10 SCALE: HORZ: 1"=30' VERT:1 "=10' STR-181 ISTR-1 STORM SEWER PROFILE: STR-18 THRU STR-19 SCALE: HORZ: 1 "=30' VERT:1 "=10' O��PLTH U JUSTIN M. SHIMP a Lic. No. 45183 led o L_ too o6: _ I P r �o� IC) I 575 575 I _ w _ CL_ __ _ { - - - z i 570 570 €�FISTiNG GRADE 1 I PROPOSED GRADE I 565 565 560 560 555 555 _ HDPE ( l 550 _ '- - �- 550 0+00 1+00 2+00 STORM SEWER PROFILE: STR-18 THRU STR-19 SCALE: HORZ: 1 "=30' VERT:1 "=10' O��PLTH U JUSTIN M. SHIMP a Lic. No. 45183 led o (co)Z • ° 0 • �' r CSTR-1 STR-2 CSTR�� CSTR�� STR-5 CSTR�� w N E o o I 1 orn�r II - co 00 ('� n LO r, d- M - -,q- cc cn co -,0 cn °O woo a- 06 �t z STR-15A woO cn + I wo_N I X00 l wco�r N v- II coo N -o0 _ wcn_� a_r7N d STR-15 550 Li Cl- ( ,n C14 m � +�, ,v � � � �-cn � _ccs ¢ fi r„ 550 � til w o 2 - ~Ln I �0¢ I o�F- C:) CD F- Es CO (D 0 = CO ui CD LO cn N o Cn cn Cn "' 14C4 a J 545 i w w w 545 O N 00 I z Z z z Z i F 585 Q 585 I i I EXISTING GRADE o 540 540 I I I 580 — U)580 I I j f— — �' Z_ N — J ° 535 — 535 EXISTING GRADE � N 575 575 i I — N 5 9LF-15 H DPE 4.5Q% W N Q 530 3' Min. 530 _ I i � / I PROPOSED GRADE Cover. � z (f)> 570 570 I I 1 W � J GRADE PROPOSED 525 / 525 565 I I / I I 12" Min. 84.151E - T5" HDPE 3.OQ7o Q w 565 Sep w � 520 520 a I 32.29 LF - 15" HDPE W � 560 560 w I X LF _ 15" HDPE ®2.70% 2.00% Q o I 515 515 cv o r 0 5 HDPE ®0.5Q " 4.65 LF - 15" J c>' EXISTING GRADE _ I 555 555 QLn �� I 0 Ln 510 — — — — 510 'J ~ LLO Ln n ~ 550 Es Q o I 2' Min. Cover 146.24 LF - 24" DPE ®3.00% z 0 550 C) - o > z PR POSED GRADE — „ > 505 505LTH > Sep, I I �P T j 0+00 218.14 LF - 15" "HOPE 3.3d% 500 M 500 I I I �i oco �r o I I o C) I I mI00 I6' oI� NN IN coo "' Ln M �' O U JUSTIN M. SHIMP a PROFILE: '- ~ -`r' I I' -n �-'n `- "' r- Lic. No. 45183 STORM SEWER 495 z _ z�' _ _ 495 C) vlz "I "Iz O 1 STR-15 THRU STR-15A �I I I I z I I zlz _ I I zlz V C13 SCALE: HORZ: 1 "=30' VERT:1 "=10' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+008 IDNAL 2 STORM SEWER PROFILE: STR-0 THRU STR-6 C14 SCALE: HORZ: 1"=30' VERT:1 "=10' a) co W E E \ o r o E E� OSTR-7 STR-8 STR-9 STR-10 QSTR-1 STR-12 STR-13 STR-14 [SDTR-1 STR-16 STR-17 h� o a °' E o D Cn o a. (n = co U O cn N O 'u, O Q O �p T w000 O - aoo -co Ln C-4 �rn QN00 �C?� a0000 II o0rh II CD CD nd II (D t10 I�� wao �o wO-t ZO_ ZO >U Q Lu � tl) 00 d rn II J O C7i cn r` II O N cn rn i,r, J rrj � rn J •- O co + J � N co a� � rM O..N z r7 .... co co _ p co._i'� O cO Ln + � 585 O U 585 w Zd ko a- CD mao I m�� le O mn I C, .- �a 10-� �,�Ln I O - - _ _ - � O ` ` ia Q�� O o,a Of w�� F �' �`Tc~n�-N ---- ¢-_ '~ cn �~ 580 580 -- `` ll w Z w Z Z , z z ` z z N r7 r7 r7 r-) 0 0 0 575 c) N N N N N 575 - o N o 0 Q / / O o O r-- 570 570 —E-XISTING GRADE LO Ln 565 565— _ PROPOSED GRAD - '' oo Uj 560 560 / 2 Min. CD w ¢ Sep. 555 107 40 LF 15'` HDPE 0.50% 11.17L- 66.11 LF - 18" HDPE @ 0.5 % 0 LF - Tg" HDPE 0.50% 555 tl > �r 177.73 LF - 18" HOPE C� 1.00 e o �z oLn II z — .34% 550 Z 550 _ 02.Q2 2 - 12" Min. Se -- 3.00% COMPACTED FILL 545 0 545 �.�. „ ...E LF - 18 HDP _ ,n 48.26 � N � � o0 540 540 36.08 LF 4° HDPE L o 24 HDPE 1.40% rn LO .� 'r' N "� _ _ "� u > _ _ _ _ cn _ _ _ `n Ln _ ,n 'n ,n 0 00 +.n q J o CD O.Q6% n �, i - �, ,n � � cn 'n �- 535 535 oz oZ o. z o_ z _ __ _ o_ z _ _ o- z _ _ �_ z _ oz _ _ o_ z g _ z _ z_z_ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 Z Z W 0 STORM SEWER PROFILE: STR-7 THRU STR-17 0(--3 �,�N VWuj J > J W 0 Q W N W J m Q -� Z Q LL Date 10/08/2012 Scale N/A Sheet No. C14 OF 21 File No. 10.033 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 11 INITIAL EACKFIL STABLE S(Dir FOLK * SCRAPE TI -4E E,:DTTCN4 0=, THE TS`ENCI-tu REMOVE ALL STC,f,IES TO iNSURE THE PIPE DOESN'T REST ON ROCK AND -THEI`1 COMPACT THE SOIL 'DR PROVIDE A 4' BEDDING OF , 6B STUNE. BEI S STONE' FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a q Y 4 M,N - INITIAL BACKFILL I � tr'r• UNSTABLE, S C' LI MI V 11 }' STONE FANLLAR FILL AS � ,. S J . - 9 s's y AP(?l��rEE•t `fad A _�� AELE ce_JIL CcR R � €yTAE�LE S�rIL Vii' Fad NOTE Is NO ROCKS SHALL BE ALLao'VED WITHIN 24' OF THE WATER LINES, 2.N0 0 ROCKS LARGER THAN IN ANY LDUENSI; N SHAD. BE ALLOINED ABOVE -HE INITIAL BACKFILL. ,THE INITIAL ,'.EI K LL SHALL BE PLACED AND COMPACTED I €1 N LII' L�i TIAL : Bo�.�_ 4. NO OWSANIC OR FR07EN MATERIAL CR DESPIS SHALL BE ALLUVVED IN THE TRENT H,_ _ S. E ELI 1 Ct _.E5 SH AU, BE DUG OUT IN ALL CASES DUCTILE IRON 'NATER PIPE INSTALLATION & BEDDING Fly %'v-2 1, DUCTILE IRON WATER PIPE INSTALLATION Not To Scale 11 _T_ 1_1 H rL4.CE. _Y' G#d.VA,NIZF1) ' �S'1T''1FS5 POST VOITH CAPPED L! E1JDi PAINTED LUIc I1 ATMC)11: AREAS ASDlt I=TTS, T+lIA,PKIR LOCATION MAY BE SUBJEC tl riz,. r'Mtcr I =l�r,ttrMENT APPRCIVAL- FIs E I _-Tmmm ' .3r WA 1%R , 40 P.5,1_. TtIIUS" rtCI' 01 -AT.D'JUSTAULA: VALVE BOY We TIL"+ 5 r A II G i, P E VALVE LINE -2"x 2' BEA.Rit'UG/1Sll«A. I NOTE d,"I RENO`f AREAS, A,I. 1 BOXES SHALL FXIFI ND SIX (6) INC! -ITS ABOVE GFA TYPICAL GATE VALVE INT_c I'D -8 5 TYPICAL GATE VALVE C15 Not To Scale A :�•� .9511 k�`�. FtF PIVD DDIMF''Sto-NS> }I � �1 FOR ALL iB ENOS FOR TEE OR W (FT -ET) CUYO. (,';EF ) WIDEN •IRFNCH TO i, - St, T' }"PEit r' aCl�ri�t9P�C'rLAaFE ANC fi h. I ... nl�l, py`�w � giyOR �I3` i•b l -E1 LT#J1 L.1Jn. :�•� .9511 k�`�. FtF PIVD DDIMF''Sto-NS> }I � �1 �. . VOL, SIZE OF (FT -ET) CUYO. (,';EF ) CLI_YD3 yYr, 45 y C - St, T' }"PEit MFI - w T H SECTION 1 >- : PIPE DFGRFkE FtF PIVD DDIMF''Sto-NS> VOL_ IT F AND Fri tiGS VOL, SIZE OF (FT -ET) CUYO. (,';EF ) CLI_YD3 6' rnlN REND St, T' }"PEit MFI - w L H T ? hT I !� 7 CU. FT. -- R^ VALVL E3'0 AN-, IR^ dL71C.F -R� Gf5 #63 STON i TCC 6 Iv�IN= e AYN1- I -V<,11 (Apl'd) ,,, Pd, N. 6 .'vFlN. 0 u AA 6' GAT[ `:TAND-ARD METER 19 2V ,. 6- 45' 2.CD 2-2S 2-6'3 0.15 CUA S[RVK*- w F _ � F1.7,�r : BLOCK AGAINST ti ih ti ,22 T/2; T.54 2,00 2 52 0a 110 -'D < _ u -� A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED 11 1/4 I.SO 2-1-D 2-51' 0.10 CONCRLIL. II NECESSARY, A:S1LLL PILL RE,)D NTIhL 'SERV I EI WH° E At, RRI h, SHALL BE USED AS ADDITIONAL SUPPORT F; CT=R 1. W.)T P-DOL)LU, i. 5URP,OUND WEEP HOLES WITH GRAVEL AND KEEP TREE OF CONCRETE. F 1 SINGLE S=1<'V LLE 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE EIRE HYDRANT AND 1 E. VALVE BOX. 4 4a 2.6 la 2,fi+6 2_77: 0.26 S. FIRE HYDRANTS SHALL BE INSTALLED- AT LOCATIONS INHERE 'NEEP I - C 'dl5 I _D 43RA.CC . 22 112 1.603 2.16 2.61 0.13 3.16 7.91 2-66 032 NILE k A 1 i4 e D.+SG 2A6 2.67 0_13 ., 1l9 DCND C111j=_I`,- Q1F F.�t,IHH;,S A '0 4.83 3,f3 3-42 0-93 NE •"S.A.R' TLS- �a 12 4. 3.33 3.59 2.95 4.43 3:83 4.03 2.IS3 052 F1C. V!-6 22 112 2.33 2.58' 2.85 O_ 24 11 114 1-E3' 2.33 '-84 OJE a 111-IrLtST BLOCKS ARE IiEQ��IRFt� F�E c�tVLF� TT�IL IPIPELINEcT�ArvrFS .� t)#rr-.�-ro��, CHAN; 517EDEAD ENDS AND AT VALVES, 3. NOLCONCRtTE SH II BE PCDOPEO ON ANY PART 0'1` 1HE 4_ TIIF CONSUIITING E (-.INrF F 51-1' BE RESPONSI113C t" T:.f T1 ff vrf-,,ITY THE TYPE � Si7C AIL THRUST I31.. CCS. CONCRETE THRUST BLOCKS 2 CONCRETE THRUST BLOCKS C15 Not To Scale s TYPICAL SERVICE LATERAL INSTALLATION C15 Not To Scale :i: p V I e1r1 1a 4' 4 b" hlNfh'iU1-^ 4' NAINIML�M a 4" 41NIMLJ.Ivl 4-. A a_ 4 - -' - S'de V'ety - - 3' Minimum )) a rtt _ac r 7F . t�Ir�Pa:_li'�•r r�:,Iuire;; d•:� 'Ila G• 4 C Ivan Sed Steel Bear-, W12 x 14 ',min. s'ze) a 3' m' . penetration into urd s-urbe 45 se , or a=_ F.pproved by t-) 0 AC Sa. I TYPICAL THRUST BLOCK IN FILL AREA NTS FIC. W TD -5 3 TYP. THRUST BLOCK IN FILL AREA C15 Not To Scale • j .�aPRES aT+hd z 3!=' MA, -L PIP_ C.Ct,'LING . , w CR P,PFR0VE_) E21;, 2L •. . vti •,TC3P'+Qc,r SLAL •. IFNGIH 01 BRANCH VARI#-S IF<1 ce)nF1FC r<� 6' rnlN .. St, T' }"PEit MFI - w MN. FOR L E ChATTACHED 11N4`L :FAhALY l� RC r r.TIAl_ CR G, C.R DUAL RCSIb:NTIAL "„ !� 7 CU. FT. -- R^ VALVL E3'0 AN-, IR^ dL71C.F -R� Gf5 #63 STON i TCC 6 Iv�IN= e AYN1- I -V<,11 (Apl'd) ,,, Pd, N. 6 .'vFlN. 0 u AA 6' GAT[ `:TAND-ARD METER 19 2V -A s Py!B, X. 6. j N.I 5P'ETE D :F TTI'JS.S TEE o CUA S[RVK*- BASE AND THRUST ,31 " MALE PIP_ 0_';VP1_ING BLOCK AGAINST ti ih ti N Al' IP01+11 FQ11A. 50lI-. STEEL PILE TYPE 'K' 3/4" THREADED RODS 'TO SUPT >=CP7ER A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED VALVE THE VALVE TO THE HYDRANT WIT, 2-3/4' OR ASPHALT COATED R3R LSE CIPI aLTC E °MHL Airy LY CONCRLIL. II NECESSARY, A:S1LLL PILL RE,)D NTIhL 'SERV I EI WH° E At, RRI h, SHALL BE USED AS ADDITIONAL SUPPORT F; CT=R 1. W.)T P-DOL)LU, i. 5URP,OUND WEEP HOLES WITH GRAVEL AND KEEP TREE OF CONCRETE. F 2 MAINTAIN A 3MIN. CODER FROM THE MAIN TO THE FIRE HYDRANT' SINGLE S=1<'V LLE 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE EIRE HYDRANT AND 1 E. VALVE BOX. it SI �,L- DC J_CE,' Gh-!VC PI=L. I` IS NOT ALLO,lED IN ]HE DITCH. CAS_ IRON LID S. FIRE HYDRANTS SHALL BE INSTALLED- AT LOCATIONS INHERE 'NEEP I - C 'dl5 I _D 43RA.CC REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE t4' i5' PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. L )C<,MING Mri-ti N.T.S. ^LL ac;x VALVE_ 7 FIG. W - 4 ID- 7 NILE k A FIG. W-8 TD -16 ., 1l9 DCND C111j=_I`,- Q1F F.�t,IHH;,S A YET-; BRICK A� NE •"S.A.R' ST,a TYPICAL SERVICE LATERAL INSTALLATION NTS F1C. V!-6 TD -9 s TYPICAL SERVICE LATERAL INSTALLATION C15 Not To Scale :i: p V I e1r1 1a 4' 4 b" hlNfh'iU1-^ 4' NAINIML�M a 4" 41NIMLJ.Ivl 4-. A a_ 4 - -' - S'de V'ety - - 3' Minimum )) a rtt _ac r 7F . t�Ir�Pa:_li'�•r r�:,Iuire;; d•:� 'Ila G• 4 C Ivan Sed Steel Bear-, W12 x 14 ',min. s'ze) a 3' m' . penetration into urd s-urbe 45 se , or a=_ F.pproved by t-) 0 AC Sa. I TYPICAL THRUST BLOCK IN FILL AREA NTS FIC. W TD -5 3 TYP. THRUST BLOCK IN FILL AREA C15 Not To Scale J. X t- AINVR H` Af. N.4 P" FJE -: t,l_-E P, AND T_:,T �'AP • STEPS 51 AL G= RUBBER COAT -1) T ST LdNN ..TC`A STEEL . , w :1J-1 18 PAIN., bA _ SECT 'CS NIF •. . vti •,TC3P'+Qc,r SLAL •. IFNGIH 01 BRANCH VARI#-S IF<1 ce)nF1FC r<� 6' rnlN .. r+Ax MFI - w MN. Ril-IFFi 2":G,AL';. 'PE l� wArdr- "„ !� 7 CU. FT. -- R^ VALVL E3'0 WATER MAIN ROD VALVE #63 STON i d•' 6 Iv�IN= e AYN1- I -V<,11 (Apl'd) ,,, Pd, N. 6 .'vFlN. �' u AA 6' GAT[ `:TAND-ARD METER 19 2V -A s Py!B, X. 6. j VARIES THREADED 'COUPLING TEE o 4.� J. X t- AINVR H` Af. N.4 P" FJE -: t,l_-E P, AND T_:,T �'AP 7� 1'4 60 IAN NOTES: MIN1.10US, 14AL_ TH (-KNr55 FOP PRECAST CR POUR IN - PLACE VAU_TS S-InLL EE <' IVIVIPdt.'dF 'WA T CKN-SS CONST=UCT-) OF b ASC;fNARY SHAI I 2. THE CUT; DE OF - E VALLE_::LC`J IIRAEE 51 -ALL BE =;%T --D ."WITH AN APPIIlOVEC Yitl-CRFRCO \I' CLCi,/FCUND DROVIC_ A. 1_0013 DRAIN WTH ,A Z' DRAIN 'IPE RUN T-0 -;AY-(3H- _!? INSTALL A _UMP PUHA If. EITHE 'SE - �_ FLOOR OF T -E VAULT SHALL SLOPE TO THE D?H.I. OR SUMP. TYPICAL METER VAULT (3'I METER) INTS _0_•4 TYPICAL 3" METER VAULT DETAIL C15 Not To Scale • STEPS 51 AL G= RUBBER COAT -1) T ST LdNN ..TC`A STEEL . , w S tAlp [Nt, VILLE THREADS th'HICH 15 . UwFS:iFH i.s 2 GATE `!a_YC Iv7 •. IFNGIH 01 BRANCH VARI#-S '16 NIIN. CCJFLIN^, .... IH FAIIHT e:;INVF ,I :W1 - 6' rnlN .. r+Ax (270°) Ril-IFFi 2":G,AL';. 'PE wArdr- "„ !� 7 CU. FT. -- R^ VALVL E3'0 WATER MAIN ROD VALVE #63 STON i r� anrv, �5• Aar �.alv � :�i K JCK u AA 6' GAT[ -A s 7� 1'4 60 IAN NOTES: MIN1.10US, 14AL_ TH (-KNr55 FOP PRECAST CR POUR IN - PLACE VAU_TS S-InLL EE <' IVIVIPdt.'dF 'WA T CKN-SS CONST=UCT-) OF b ASC;fNARY SHAI I 2. THE CUT; DE OF - E VALLE_::LC`J IIRAEE 51 -ALL BE =;%T --D ."WITH AN APPIIlOVEC Yitl-CRFRCO \I' CLCi,/FCUND DROVIC_ A. 1_0013 DRAIN WTH ,A Z' DRAIN 'IPE RUN T-0 -;AY-(3H- _!? INSTALL A _UMP PUHA If. EITHE 'SE - �_ FLOOR OF T -E VAULT SHALL SLOPE TO THE D?H.I. OR SUMP. TYPICAL METER VAULT (3'I METER) INTS _0_•4 TYPICAL 3" METER VAULT DETAIL C15 Not To Scale 4 TYP. FIRE HYDRANT ASSEMBLY C15 Not To Scale NOTE• HYDRANT MUST RE FQUIPPFD WITH C"HARIOTTE;S- VALVE THE SAME AS VILLE THREADS th'HICH 15 ATHE LOCAL STANDARD, 1 IFNGIH 01 BRANCH VARI#-S M.J. PLUG 6' rnlN z TO Ie' (270°) :J! !� 7 CU. FT. -- R^ VALVL E3'0 WATER MAIN ROD VALVE #63 STON TO TEE (GOAT RODS WITH BITUMINOUS PAINT) � ON-LINE u AA 6' GAT[ 3E'MIN VAI VF Py!B, X. 6. j VARIES THREADED 'COUPLING TEE o l 25.00 P.S.I. CONCRET L '" BASE AND THRUST PVC SLEEVE or © BRASS NIPPLE AND CAP BLOCK AGAINST ti ih ti UNDISTURBED STABLE f. , 50lI-. STEEL PILE THRUST' BLOCK /,,,-METER 3/4" THREADED RODS 'TO WHEN THE SOIL IS DISTURBED OR WHE MAIN iN ALL INSTALLATIONS, A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED VALVE THE VALVE TO THE HYDRANT WIT, 2-3/4' OR ASPHALT COATED THRCADCD RODS IN ADDITION TO POURING CONCRLIL. II NECESSARY, A:S1LLL PILL M.J. FITTING SHALL BE USED AS ADDITIONAL SUPPORT NCTI E : i. 5URP,OUND WEEP HOLES WITH GRAVEL AND KEEP TREE OF CONCRETE. TO DRAIN IF 2 MAINTAIN A 3MIN. CODER FROM THE MAIN TO THE FIRE HYDRANT' ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE EIRE HYDRANT AND VARIES : ` VARIES 2" GALV. OR BRASS VALVE BOX. 4. THEA `✓AEVIL IS ;ALLOWED IN SHOULDER OR. BEHIND THE DITCH. I` IS NOT ALLO,lED IN ]HE DITCH. 2" THREADED TAP S. FIRE HYDRANTS SHALL BE INSTALLED- AT LOCATIONS INHERE 'NEEP HOLES ARE ABOVE THE PRE I !Liz G GROUNDWATER ELEVATION- tF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE DEAD END PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. TYPICAL BLOW -OFF ASSEMBLY FIG. W - 4 ID- 7 4 TYP. FIRE HYDRANT ASSEMBLY C15 Not To Scale s TYPICAL BLOW -OFF ASSEMBLY C15J Not To Scale �<t �NLTH oflA I U JUSTIN M. SHIMP a Lic. No. 45183 0 �` ` 8101VAL "�G SIZE BRANCH ANID VARIES VALVE BOX VALVE THE SAME AS WATER MAIN--,-,< M.J. PLUG VARIES :J! WATER MAIN ROD VALVE TO TEE (GOAT 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 BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES : ` VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -16 s TYPICAL BLOW -OFF ASSEMBLY C15J Not To Scale �<t �NLTH oflA I U JUSTIN M. SHIMP a Lic. No. 45183 0 �` ` 8101VAL "�G TYP. MANHOLE SECTION SHOWING BRANCH TIE-IN Not To Scale go On FRAME & COVER 240 MANHOLE 11 61 (SEE FIG. S - I - D,E) (MH -5900-F) -\ r— STREET SURFACE OR ... ..... .................. NON PAVED AREA SLOPED AREA 'C' p OVIIN) -I F V A I '?N IHI IFI I 1- 1 P - �NNF 1F 1ti 11- MAN IO -L. V-0" MAX ....... ........ ............. 100 PSI -/ (6" LIFTS) A' 6w IFORCED RUBBER COATED STEEL NCRETE STEPS CAST IN PLACE 3'-0" N41N 24' MANHOLE PRECAST REINFORCED CONCRETE SECTIONS Iz MIN "0" RING SEALS MAX MINIMUM ELEVATION !t- T DIFFERENCE ACROSS M. H. 5 4' 0" FROM INET TO OUTLET SHALL BE 0,20 FEET. T E CONCRETE A� RIES RE <1 DEPTH OF FLO'e,i - L T FILLETS S CHANNEL TO 5E 3/4 DIAMETER 0 FA_ CONTRIBUTING S E'vAlE R. 4 'OT 12" A FILLETED INVERT FOR A SjVOOT TRANSITION OF FL&A,' BFTAvEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" B EDDING TD -23 NOTE W/ NO. 68 STONE 'I. BEDDING THICKNESS REQUIREMENT SHOtiA/N IS MINIMUM AND SHALL BE N.T.S. SPECIFICALLY DETERMINED BY THE CONSULTANT FC IE SOIL CONDITIONS. 2. THE CONSULTANT WILL D77ER%,`,INE: WHETHER MANHOLES SHALL HAVE TD -2.7 EXTENDED OR N"DNI-EXTENDED BASES, TD -28 3. ALL JOIN—IS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S FIG. S -I -A TD -21 TYP. MANHOLE SECTION SHOWING BRANCH TIE-IN Not To Scale - 5 TYP. SEWER SERVICE LATERAL CONNECTION C16j Not To Scale go On SEWER SERVICE LATERAL CONNECTION NOTES: 240 MANHOLE 11 61 A!H - A S V'VE FIEF C z RAL (:� ' - R E LATE -)NNECTS TO A tVANW:-E (MH -5900-F) -\ r— A\E) \`I\VERT EIEVATI(-,,N Fr',R TT E SERVICE iA—ERAL IS ... ..... .................. INCIC,,\TF-D , —11- T,P OF —117 SIR',110E LATE -,A P'17,E SHAT_ BF AT LEAST F-RSHFRN --IAN —H= 'C' p OVIIN) -I F V A I '?N IHI IFI I 1- 1 P - �NNF 1F 1ti 11- MAN IO -L. 2'--L',,'VLF fAAN SIIAL- -WLF. LA LRALS 1'P -L) INI( AN LXSI ....... ........ ............. 100 PSI -/ (6" LIFTS) A' 6w IFORCED MIN N! N1 IIJ AD- I f i SUN L k V LL CILI N N L I N SI A - L LCL 2 '1 NCRETE BRANCH 24' MANHOLE I AI P, I A I I- H A sH,al I IF A V h A MI N I VA) M ' �'�V F 4 1 -"1,4 M- I R 2` MIN 4 LAILPA--- SHALL HAVL A N,,tN1,`,,L1M -(;VLi I ET. SALT TREAT---' 2 x 4 FINIS dED _ZROCUND Nil A R K ER WITH STAINLESS STEEL ALL CONNECTIONS TO zLL,--- END 0--% NIA, N L NE SERVICE LATERAL SECTION 4 5C,'0 TYPICAL MANHOLE PLAN \1 LINE PLAN VA:� ES TD -23 BEDDING OF NO, 68 STONE SEWER SERVICE LATERAL CONNECTION N.T.S. INSTALLATION IN TRENCH NTS TD -2.7 - 5 TYP. SEWER SERVICE LATERAL CONNECTION C16j Not To Scale 2 TYP. MANHOLE PLAN SHOWING BRANCH TIE-IN C16 Not To Scale go On H - 240 MANHOLE 11 61 Lu (MH -5900-F) -\ r— REMAINING BACKFILL SHALL ... ..... .................. 3000 PSI CONC. BASE u BENCH SLOPED TO FLOW BENCH CHANNEL 1/4' V MIN C SIAX CAST IN PI ALF INITIAL BACKFILL' ....... ........ ............. 100 PSI -/ (6" LIFTS) A' 6w IFORCED EMBEDMENT NCRETE BRANCH 24' MANHOLE 12 A III HAUNCHING NO. 68 STONE BEDDING 6' max 2 FOUNDATION (SHALL BE FLEXIBLE CONNFCTIO NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND [EXISTING MANHOLES SHALL uj BE CORED AND A FLEXIBLE CONNECTION " BOOT 01 INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-1-3 TD -23 2 TYP. MANHOLE PLAN SHOWING BRANCH TIE-IN C16 Not To Scale -6TYP. SEWER PIPE INSTALLATION IN TRENCH C16J Not To Scale go On FRAN'1: & COV---� 240 MANHOLE 11 61 S E FfG. S- _D E (MH -5900-F) -\ r— REMAINING BACKFILL SHALL ... ..... .................. NOT CONTAIN ROCK MATERIAL 36"MI LARGER THAN S' IN ANY I DIVENSION SIAX CAST IN PI ALF INITIAL BACKFILL' ....... ........ ............. 100 PSI -/ (6" LIFTS) A' 6w IFORCED EMBEDMENT NCRETE THOROUGHLY COMPACTED 24' MANHOLE BHANDORAPPROVED SPRING LINE Y OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6' max 4" mir FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE `I.OPEN CUTS, IN PAVED AREAS 'WITHIN EXISTING VIDOT FIGHT -OF -WAY SHALL BE BACKFILLED ENTIRELY 'WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR. A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.YJHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMWv BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG, S - 3 TD -28 -6TYP. SEWER PIPE INSTALLATION IN TRENCH C16J Not To Scale 3TYP. MANHOLE WITH DROP CONNECTION C16J-Not To Scale go On FRAN'1: & COV---� 240 MANHOLE 11 61 S E FfG. S- _D E (MH -5900-F) -\ r— STRFF- �UFFACF O-, ... ..... .................. NON FAVTCAREA SLOPED AREA 2'- C" RL,13j `- DATED '*-EEL ,S-EPS SIAX CAST IN PI ALF PRF, -AST :i7NF0R'-FF,' C, -,t1' -RFT - ....... ........ ............. 100 PSI -/ TIC ,NS WI -11 "0' RIN- czFAI S A' 6w IFORCED G; AFI --ROVED EQUAL NCRETE -0" WIN 24' MANHOLE 1-1L PROP (!NNEr-* ION `h -ALL BL R0N PPE (CLASS; ,Ib') 3A-KFILL7D, IN b" I-AvERS AND CONIPA-T-D, E,,v HAND TA Nl:t=-1S OR MN 3A,'-K1ILL::D WIIH S[: -F - 1,b' MAX S CNI - TLa MININALAV E-EVAIIC'N L',IIIf:PzNLE 12'NIIN AC:,C'Sy FR N'1 INLET TU U- FT SHAI I BF FFFT A FII I F T - r I N V F RT F C) k A S V,;)CIT I DI TRW -I: -)N CF FL,-A/V 3[7,h'[EN `I IN I F- & 0'01 FT 'F S IAI I F3'F P WIE 4 -' A C LA I F FIE N NIA'J f -C) -E MIN. 6' FFrF,,INS: WITH N0. E8 S-ONF W-) I LS: 1 51 EDE) N(5 T I C KN S -QI-, I R Dyl --NTS :-)I 101,YN ARC tAINII,,1Um AND 451 IALL CE 6Y THE ,:ONSULTAIN- -0-, THE S'u'1L. C-ONDITICNIS, THE CONSU-TAINT SHA -L D-TEFV�NE WIHETEER VA\H::)1ES SHALL EXT--NC,:-:C 0-1 NCN-EX-ENDED CASES ALL CINTS, LIF- INLETS, (DU -LETS TO :11E SEA_ED & -:?OL)TED IN 0 z .AND OU I Er IAL '--D\Slr27AIION SHALL Hil: '-,IVEN F{;1 FNIRANC PESCIN SEWERS WI -H1 STEE-, 4,-OPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS F ,, I . S - I - C 1-)-24 3TYP. MANHOLE WITH DROP CONNECTION C16J-Not To Scale FRAME & COVERS, (MH 5906 F) VAULT REINI FOR H2O U \-BOOT FOR 4' PIPE OUT RISERS TO GRADE -BY OTHERS TYP. GREASE INTERCEPTOR, Not To Scale y E CIO Cq Mu E In CIO ul 0 C14 La V) M (n E it X to A 0 E E —Ci C7) —7 EL ui C-4 0 Ep 1 E :9 1 E E j ZO E 0�2 * '* 0 11 CID I L?i 1c F - to —0 - a C' (n E �':k 0 C-4 Ld IRS ui :Lc 0 (L E w 0 aE z �00 E E— E E" A E•uj Lo vim— u r- 00 it C'4 E M I.- I E E —ZO E OM Go 0 z 0 E r E sE o f of E -" r- E Cq C)0) cc 0 Cq W to to w 'Cq — 04 IN M In 2 C-4 1 ILL 0 0 TYPICAL MANHOLE FRAME & COVER_ N.T,S FIG S -I -D TD -25 4 TYP. MANHOLE FRAME & COVER C16 Not To Scale "41p,I OP ez 0 5 U JUSTIN M. SHIMP Lic. No. 45183 O 4 C' �8101NAL '��A: go On 240 MANHOLE 11 61 FRAME & COVERS 60 (MH -5900-F) -\ r— ... ..... .................. ....... ......... ... . ....... IN ..... ...... ............. ............ ....... ........ ............. 100 PSI -/ A' 6w IFORCED PLAN VIEW NCRETE 24' MANHOLE FRAME & COVERS, (MH 5906 F) VAULT REINI FOR H2O U \-BOOT FOR 4' PIPE OUT RISERS TO GRADE -BY OTHERS TYP. GREASE INTERCEPTOR, Not To Scale y E CIO Cq Mu E In CIO ul 0 C14 La V) M (n E it X to A 0 E E —Ci C7) —7 EL ui C-4 0 Ep 1 E :9 1 E E j ZO E 0�2 * '* 0 11 CID I L?i 1c F - to —0 - a C' (n E �':k 0 C-4 Ld IRS ui :Lc 0 (L E w 0 aE z �00 E E— E E" A E•uj Lo vim— u r- 00 it C'4 E M I.- I E E —ZO E OM Go 0 z 0 E r E sE o f of E -" r- E Cq C)0) cc 0 Cq W to to w 'Cq — 04 IN M In 2 C-4 1 ILL 0 0 TYPICAL MANHOLE FRAME & COVER_ N.T,S FIG S -I -D TD -25 4 TYP. MANHOLE FRAME & COVER C16 Not To Scale "41p,I OP ez 0 5 U JUSTIN M. SHIMP Lic. No. 45183 O 4 C' �8101NAL '��A: PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION 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 ED INTEN ON AR CONCENTRATED D TO TROLL GE, C CENTRA ED 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 ALLOW 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 TO 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 FT 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 MEASURES 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' OR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY 74F PLAN 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:OOAM 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 OF CONSTRUCTION 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 9B 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 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 stormwoter runoff for the stated frequency storm of 24-hour duration. p.LTx 01�1 U JUSTIN M. SHIMP a Lic. No. 45183 ��SSIONAL �� z `k MILL CREEK DRIVE - RT. 1150 100' PUBLIC ROW 7 7 All /Flagmen to direct traffic after removal of other Construction Entrance i ECS i ,A / I / LIMITS OF ` D 0. AC. DISTURBANCE 1 At (` 1 � 1 \. �STRUCTION 1 \ ;ESS ROAD \ I 1� 1 \ ,J .� ro i �& _ _ / I / l _ , I 1 0,11 1 . - iT - �� _ / /'ir � x - - - / - '.'01 ."Y G V /h \ SEDIMENT CONTROL STRUCTURES WILL NOT BE REMOVED WITHOUT THE WRITTEN PERMISSION OF THE COUNTY WPO INSPECTOR. 1. Install Silt Fence as shown to the left. SOIL EROSION & SEDIMENT CONTROL SYMBOLS from future outfall STR-18 approximately 100 feet. Block both ends to prevent sediment accumulation. SYMBOL N0. TITLE KEY the County WPO Inspector has approved sediment control measures, grade up from ST -1 to install building footings. 3.01 SAFETY FENCE SA 3.02 CONSTRUCTION ENTRANCE CE 3.03 CONSTRUCTION ROAD STABILIZATION CR CRS x x -x x x 3.05 SILT FENCE SF ® 3.07 INLET PROTECTION IP 3.09 TEMPORARY DIVERSION DIKE DD 3.10 TEMPORARY FILL DIVERSION FD 3.11 RIGHT-OF-WAY DIVERSION WD 3.12 DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST [DRAWN TO SCALE] 3.14 TEMPORARY SEDIMENT BASIN SB 3.18 OUTLET PROTECTION OP TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS M 3.35 MULCH MU 3.36 BLANKETS/MATTING r 3.38 TREE PROTECTION FENCE TP SOILS LEGEND 58C - Myersville Silt Loam - 7 to 15% Slopes DC 3.39 DUST CONTROL DC 63B - Orange Silt Loam - 2 to 7% Slopes ".., WE 11'1 11 U.M.: SOIL DIVIDE 72133 - Rabun clay - 2 to 7% Slopes - - - - LIMITS OF DISTURBANCE 72C3 - Rabun clay - 7 to 15% Slopes 77 - Riverview-Chewacla complex --------------- EXISTING CONTOUR PROPOSED CONTOUR z `k MILL CREEK DRIVE - RT. 1150 100' PUBLIC ROW 7 7 All /Flagmen to direct traffic after removal of other Construction Entrance i ECS i ,A / I / LIMITS OF ` D 0. AC. DISTURBANCE 1 At (` 1 � 1 \. �STRUCTION 1 \ ;ESS ROAD \ I 1� 1 \ ,J .� ro i �& _ _ / I / l _ , I 1 0,11 1 . - iT - �� _ / /'ir � x - - - / - '.'01 ."Y G V /h \ SEDIMENT CONTROL STRUCTURES WILL NOT BE REMOVED WITHOUT THE WRITTEN PERMISSION OF THE COUNTY WPO INSPECTOR. 1. Install Silt Fence as shown to the left. 2. Install 15" HDPE from future outfall STR-18 approximately 100 feet. Block both ends to prevent sediment accumulation. 3. Install ST -1 and temporary diversions as shown to the left. 4. After the County WPO Inspector has approved sediment control measures, grade up from ST -1 to install building footings. 5. Install fill diversion above ST -1 as shown above. / IP ill Div ii 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-91D and pipe 9D -9C. 9. After curb is installed, re -locate the fill diversion as shown above. O��ALTH p� Il O U JUSTIN M. SHIMP a Lic. No. 45183 o ��SSIONAL ��G SEDIMENT CONTROL STRUCTURES WILL NOT BE REMOVED WITHOUT THE WRITTEN PERMISSION OF THE COUNTY WPO INSPECTOR. \ �— ;. �—� fertilized at a rate of 600 lbs. per acre of 10-20-10 14 lbs. per 1 000 square feet or P P q fisting 2 _�'ry'vc�to equivalent. 30� .-� -�:;' i Permanent Seeding 1 nn 1 �n \ \`\�\� \ \ \ \,i' \ �, ''1_ t \r l 1- �/� C19 Not TO SCale Scale: 1'=50' O��PLTH Op ll U JUSTIN M. SHIMP Y Lic. No. 45183 o ��s8101VAL •0 O U TABLE 3.31-B oICD Z ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS CONSTRUCTION OF A SILT FENCE CONSTRUCTION OFA SILT FENCE N w -QUICK REFERENCE FOR ALL REGIONS' (WITHOUT WIRE SUPPORT) (WITH WIRE SUPPORT) ` t z 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH Rate ORGANIC MULCH MATERIALS AND APPLICATION RATES UPSLOPE ALONG THE LINE OF 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 1 Planting Dates Svecies I re STAKES. TRENCH UPSLOPE ALONG THE LINE W OF POSTS. 0 I RATES: _ s'MAx. a Sept. 1 - Feb. 15 50/50 Mix of MULCHES: NOTES: z ft _ Annual Ryegrass Per Acre Per 1000 sq. .� �- (Lolium multi-florum) — � -� _ I I I r % w r+ D V V) & 50- 100 Straw or Hay 111- 2 tons 70 - 90 lbs. Free from weeds and coarse G �✓ I) l f / 4 � Cereal (Winter) Rye (Minimum 2 matter. Must be anchored. I Secale cereale) tons for Spread with mulch blower or �� -- G� _ �� _ N winter cover by hand. Flow 1= = II I 0) Feb. 16 - Apr. 30 Annual Ryegrass 60- 100 Fiber Mulch Minimum 35 lbs. Do not use as mulch for— II — II — ' / �) / /'W IN (I ol>um multi florum) 1500 this. winter cover or during hot, ! I 4•• � � 1= � (n> dry periods.* Apply as slurry. 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT / — w May 1 -Aug 31 German Millet 50 Y TO STAKES AND EXTEND THE EXCAVATED SOIL. ' I In J (Setaria italica} Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" IT INTO THE TRENCH. FLOW — IIIA — I III _ II �, z V) � w lengths. Air-dried. Do not 4" Q use in fine turf aeras. Apply o Source: Va. DSWC with mulch blower or by / �. ^ 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE �'�` W ft hand. // FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. O I ri--�Temporary Seeding Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs C20 Not To Scale nitrogen per ton. Do not use in fine turf areas. Apply I FLow with mulch blower, chi / ' ' ' =III handler, or by hand. I I -_� •..� - I I O�� Il TEMPORARY DIVERSION DIKE SHEET FLOW INSTALLATION Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air- (PERSPECTIVE VIEW) or yds. dried. Do not use in fine Compacted Soil Shredded turf areas. Apply with I I JUS FLOW U Bark mulch blower, chip handler, I Flow (- LTI MP No. 45 83 a t's't'ss'� c 3'�' 18 min. , , , ,;,,, Y I B \\� 111=I111��- I orb and. A A II s s s s s s s's s s EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ass 1 1 1 1 * When fiber mulch is the only available mulch during periods when straw �� \\ ZONAL should be used, apply at a minimum rate of 2000 lbs./ac. or 451bs./1000 sq. ft. \ FILTER FABRIC 4.5' min. POINTS A SHOULD BE HIGHER THAN POINT B. T' WIRE DRAINAGEWAY INSTALLATION) 2 TEMPORARY DIVERSION DIKE (DQj source: Va. DWSC (FRONT ELEVATION) —I - C20 Not To Scale K�-3 Mulching 4 Silt Fence Without Wire Su ortSF 5 Silt Fence With Wire Support) l TEMPORAR Y FILL C20 Not To Scale C20 Not To Scale C20 Not To Scale ~ _ � E o cf) U DIVERSION '� o E �'E— F q CL -0 ��o r� l (n 0 U FILL SLOPE j��1' q C0 Of cn : EARTHEN RIDGE ' < 9" Islil � U O N —III I V I II) VIII 1' z 111111 1111101111 —IIII I —�il�l iI�II Paved construction entrance for erosion control plans O SAFETY FENCE ORIGINAL. III —11111l I Oil —111111 II I Millill GROUND �w El Area 2 0' _1 Q) O O N N o 21 CONSLICTION 7c x'u.ra. r k. � : N o 0 ACCESS � � SV,—?A n� HALT , J? V r 000 �? H �T C:t'RS 2% I EXt IItiC ,.. DRY STORAGE D2 [Tl _.. PA /EMc,.NT ,. ,. O 67 CU. YD./ACRE N "y s TEMPORARY FILL DIVERSION(FD) w -.._.-._._. t ........,.._ . EL=B Area 1 C2� Not To Scale - -� ��• •.. __6 !ri N. 2'A, A{;vR1 vA7E BASE > cel M WET STORAGE A ch-, Now 67 CU. YD./ACRE D1 Pte' OFILE TEMPORARY RIGHT—OF—WAY ,�. FILTER CLOTH ORIGINAL (EXCAVATED) GROUND DIVERSION STv"�F 7 0 M*N ElELEV. C(N13-TRiJC - 100 fASI=HALT PAVED O *SEE PLATE 3.13-1 COARSE AGGREGATE **CLASS I RIPRAP ACCESS L:/ f WASHRAC C I COMPACTED SOIL <'=�:°' CROSS SECTION OF OUTLET z 1... EXISTING '~ ... i CLASS IPRAP E ) _ _ 2 X DRAINAGE AREA 'I ..• :`i.: I R LENGTH (IN FET O — (IN AC.) U. DIVERSION Z 18" MIN. I -« Pt Il VE DRAINAGE 'AWW� DIKE > "MUS- EXTEND FULL WIDTH `--� Aft OF INCRESS AND EGRESS TO SEI NENT �— �� uF�'RATIJ`J 1F'.i�PiIVO DEVICI< PLAN -��- - 12` MIN- — Paslr�vr �11AINAC>L �-- \ Z TO SEDIMENTUj 7% T�A�nlDEVICE PERSPECTIVE VIEW �vGX// TYPICAL_ EARTHEN STRUCTUREss�:}_�,�, _.0 ALO. SECTION y/��T jf%��{� /� AAGGREGATE" J�LI IVl I t1—f9 ** ?��;^c:�ti •�:!:�?': i„y�.. - +" COARSE AGGREGATE v A iiiir it lll;water tap of I inch inust be hist-, led Evith a niiII1iuwn 1 inch W11cock w '=` y�'--^ ' LU EXARVEAATED / FILTER CLOTH Uj 7 TEMPORARY RIGHT--OF—WAY DIVERSION MR)~'' �= > J sltutaff'� alt�e �t't � � 'in�'a wash Mdse with a diauietet' of 1. niches for adec oats `..• '.:' _'. "• � - ~� .'�' / C20 Not To Scale constant pressure. Wash water niust be carried aM,ay fi•oin the entrance to an .�x.�'~° ': �. �1 • �N•�:<t=_;;.;-;F;': W approved settling area to remove sediiiient. .gill sechiiieiit shall be prevelited f'i-om � '~: ^� .' O A:.... ,.�•:..... •.,.. ,.... :. : • .. enterinz Stoop drains, ditcli Or watercomses..' "' ::`°•�.;' , tea,•..:.;. r. - ~'• ;., :•:-,•:;�<: COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 {'.,}�1.. .; :t': `�`,.,,• <yr. 'rri.: ..4�Y♦a,.r f•i�'ti - W DIVERSION PAVED WASH RACK �' NO SCALE ,,.. r�=-'raOUTLET (PERSPECTIVE VIEW) I-rn 10% SETTLEMENT 0.3' FREE BOARDWI ( RE w� I;I Sediment Trap Design Data FAIM J —�V —POLYErrIMME ° Lim POST Weir DA Wet Vol. D1 Wet Vol. Dr Vol. D2 Dr Vol. DESIGN FLOW DEPTH WITH SII= SII tom • N0. A B C H (ft.) Z (ft.) Length y y = 6, MAX k ME W HIll !u! !ial� E „o ,,E (ft)(Acs.) (Req.) (ft.) Cy (Prov.) (Req.) (ft.) Cy (Prov.) CoNveffilieMcrra Fooira LL — 5MIN. M at PERSPECTIVE VIEW PERSPECTIVE VIEW 1 552 550 547 3 1.5 17 2.78 186.3 3 191 186.3 2 188 Date 10/08/2012 TYPICAL PARABOLIC DIVERSION PLASTIC FENCE METAL FENCE scale 2 522 520 527 3 1.5 5 0.82 54.9 3 56 54.9 2 68 �8TEMPORARY DIVERSION_DV 9 Paved Construction Entrance W Wash Rack CE 10 SAFETY FENCESAF 11 TEMPORARY SEDIMENT TRAP ST Sheet No. �ONot To Scale C20 Not To Scale C20 Not To Scale C20 Not To Scale 20 OF 21 File No. 10.033 PIPE OUTLET CONDI TIONS 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 FE ri-,"'wutlet Protection OP C21 i •=20' CORRECT METHODS OF TREE FENCING ENCE P, 01110111, • 00 CORRECT TRUNK ARMORING 00 TRIANGULAR BOARD FENCE K�6 TREE PROTECTION TP C21 Not To Scale WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT - CURB INLET ftwwww ►�35� will'- �'�S7A1 `".�i:",r,,. SEDIMENT WIRE SCREEN 2" X 4" WOOD STUD FILTERED WATER .p III Trr- D - DO' l O p 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 K'_2 Drop Inlet Protection IP �21Not To Scale TYPICAL ORIENTATION OF 71 DW TMENT - 1 (SOIL STABILIZATION BLANKET) i,9:1_we'ri9 WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE 4 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/- C21 M Not To Scale 2 -Yr Velocity: 17.62 fps 10 -Yr Depth: 0.4 ft 4' Concrete I I f -I � � • •� I I -I I -III-III_ 1 � •' -III-III 1 II -1I1= � I-IIT=1 -I��II � •' • 111-111- -1 -LII11III K'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 -: 7' MIN. UNDISTURBED 3' SOIL 9' CLASS I RIPRAP 6"X6" TREATED TIMBER #5 REBAR TO SECURE TIMBER LEVEL SPREADER WITH RIGID LIP AND RIPRAP 5 LEVEL SPREADER DETAIL C21 Not To Scale T WEIR DETAIL N0. _ - --- _ _ _ _ _. _ __ _ _ 548 Bio llt rsr ft Provideded Impe(sioftArea ) Emergency Spillway Elev=544.1 �~-10'---� Top of Dam Elev = 546.3 537.5 Anti -Vortex 546.6 N/A 7,847 - WaterStandpipeEtev-544.6 RackHigh 30"0 RCPTrash SEEDED, WITH HEAVY STRAW MULCH AND EC -2 MATTING. - Sediment Trap .Pond Converted _ _ _._ __ ___... Emb nkment544 __ _ _ STR-6 Dry StorageBe Elev=543.1 Detail 6/C213.5'x3.5'Sedimen.t jp.'e X RCP INV. OUT 540.00 1544 Trak __ _ __ . Wet StorageAnti-Seep X50% SAND/30% TOPSOIL/20% LEAF MULCHE CollarElev=541.8 540 Bottom=540ES-1 - ---___ a 540 -' - --- - 4 RCP @ 2.7% Inv 538.7 5'x1.5' Concrete Base 0 25 50 Sediment Basin Cross -Section (SB) �4STR-14 thru STR-15 (;91 Scale: 1"=10' Horiz.; 1"=5' Vert. LEVEL SPREADER WITH RIGID LIP AND RIPRAP 5 LEVEL SPREADER DETAIL C21 Not To Scale T WEIR DETAIL N0. A B C Weir Length Bio llt rsr ft Provideded Impe(sioftArea ) o Filterea Required sft r rof Plants Provided 1 537.5 540.0 546.6 N/A 7,847 181,565 7,263 79 NOTES: Type 8 Willow Oak 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 PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20 FT O.C. Bio -Filter Detail Not To Scale 4"-6" NON -PERFORATED -� INV. DPEUT 5- 36.71 PVC PIPE ® 1% MIN, UNDERDRAIN GRAVEL SLOPE (AASHTO M43, 1/2"-1") WRAPPED IN FILTER FABRIC Vco y ` c W 0 o 10 rz w oW � w z r1 � It z v W w w z V) Q � vIi w� z w� N o � N [� N w w VQ V) W F: J V) J z W 0 � 0 W _j Q w O I N U ALTHIF O U JUSTIN M. SHIMP a Lic. No. 45183 �'SSONAL V, W � c c 0 a�o� 0 -V)U 601 0- q -0 W � o W� (n c cn U q � U O � Q Cn O 11 N�r � °0000 r N N N N0 Co Ln N \ N coO WCD 0 0 > �NMtt N Of LCL z U'10'I . x z 4 > J �L r O z �r z W 'R� 0 0 �, U W W > J W LW rr v1 J Q J z Q WER Us Date 1OIOBZ2012 Scale Sheet No. 21 OF 21 File No. 10.033 100 -YR WSE=544.55 EMERGENCY SPILLWAY CLEAN-OUT p 544.10 p 25 -YR WSE=544.01 W/WATERTIGHT CAP CREST OF 36" RISER=543.50 10 -YR WSE=543.43 p = CREST OF 36" RISER=543.50 0.T WEIR=542.10 ''I ' a -p 2 -YR 542.04 0.7' WEIR=542.10 STR-20 3" ORIFICE 7" ORIFICE STR-6 SIDE SLOPE 3:1 X RCP INV. OUT 540.00 540.50 ELEV=B 540.50 X50% SAND/30% TOPSOIL/20% LEAF MULCHE SAND: 0.02"-0.04", ASTM C33 FINE _ z ELEV=A PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20 FT O.C. Bio -Filter Detail Not To Scale 4"-6" NON -PERFORATED -� INV. DPEUT 5- 36.71 PVC PIPE ® 1% MIN, UNDERDRAIN GRAVEL SLOPE (AASHTO M43, 1/2"-1") WRAPPED IN FILTER FABRIC Vco y ` c W 0 o 10 rz w oW � w z r1 � It z v W w w z V) Q � vIi w� z w� N o � N [� N w w VQ V) W F: J V) J z W 0 � 0 W _j Q w O I N U ALTHIF O U JUSTIN M. SHIMP a Lic. No. 45183 �'SSONAL V, W � c c 0 a�o� 0 -V)U 601 0- q -0 W � o W� (n c cn U q � U O � Q Cn O 11 N�r � °0000 r N N N N0 Co Ln N \ N coO WCD 0 0 > �NMtt N Of LCL z U'10'I . x z 4 > J �L r O z �r z W 'R� 0 0 �, U W W > J W LW rr v1 J Q J z Q WER Us Date 1OIOBZ2012 Scale Sheet No. 21 OF 21 File No. 10.033