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SDP201200055 Plan - Approved Minor Amendment 2012-10-26
S a GENERAL NOTES OWNERS: 55E 01 G MARCH MOUNTAIN PROPERTIES I LLC PO BOX 370 CROZET, VA 22932 APPLICANT. MARCH MOUNTAIN PROPERTIES, LLC 1150 PEPSI PLACE CHARLOTTESVILLE, VA 22901 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE. • (434)293 -3719 FAX. (434)293 -2813 CONTACT MR. SCOTT COLLINS, P.E. EMAIL: scottOcollins– engineering. com – APPLICA TION PRE CONFERENCE TAX MAP NO.: AREA: OWNER: USE.• DENSI TY- BUILDING HEIGHTS: SUBDIVISION STREETS: DRAINAGE DISTRICT- WA TERSHED: TOPO & SURVEY• EXISTING VEGETATION: CRITICAL SLOPES: FL OODPLAIN: LIGHTING: PARKING: TRASH COLLECTION RETAINING WALLS: L A L LL THNNI 55E-01–Al MARCH MOUNTAIN PROPERTIES LLC PO BOX 370 CROZET, VA 22932 SEPTEMBER ER 19 i 2008 055EO- 01- 00 -000GO (D.B. 3824/ PG. 335)(PORTION) 055EO- 01- 00 -000A1 (D.B. 3812/ PG. 187)(PORTION) 3.701 AC. (BLOCK 11) NEIGHBORHOOD MODEL DISTRICT APPROVED WITH PROFFERS 9 -14 -05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS NOT E. COPY OF PROFFERS PROVIDED SEPARATELY 12 TOWNHOUSE UNITS, 1,000 SF OFFICE 11 SINGLE FAMILY ATTACHED UNITS 4 SINGLE FAMILY DETACHED HOUSES 5 SINGLE FAMILY ATTACHED AFFORDABLE HOUSES 32 UNITS/ 3.27 AC. = 9.79 DU /AC. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 3 STORIES CURB & GUTTER LICKINGHOLE DRAINAGE BASIN (LICKINGHOLE CREEK IS RECEIVING WATERS FOR PROJECT) (DRAINS TO SLABTOWN CREEK) S. RI VANNA RESERVOIR TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON, PL IN AUGUST, 2006 AND UPDATED IN DECEMBER 2007 AND NOVEMBER 2008. ROLLING GRASS FIELD WITH NO EXISTING TREES. NO CRITICAL SLOPES EXIST WITHIN PROJECT LIMITS. FEMA MAP NO: 51003CO229D, PANEL NO: 0229D, DATE. • 214105 NOTE. • THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS. ALL OUTDOOR LUMINARIES SHALL EMIT LESS THAN J,000 MAXIMUM LUMENS. STREET LIGHTS SHALL NOT BE PROVIDED. REQUIRED: 32 UNI IS x 2.25 SP /UNI T = 72 SPA CES + 1000 SF x 807 x 1 SP /200 SF = 4 SPACES TOTAL = 76 PARKING SPACES REQUIRED , 1 WHITEHALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I� f . l _ 4•� r y ...- .ed.,. ,E- `' t � \•' -`, `. 6'r:�• ¢ 1' f � "f � � �_ t {£ - `I _ f .1 - � Y� i , `� ' r � �' ;E i i y� i \. t� _ , , 'BLOC V. 1 t I, a k a wit_---- -- 1 j- — 11 } . -;yy:t r ,L , I -., 3., CK, _, ; g f1 - , : 33 ii 3' ?1 -..h' r -1 ii BL r - _ i t t - r 3 ,I vxyexuza,..r :, w , wt { t r: - `- --r--- , ' ,t ' �..- „ice, - „,..n.t..,a,.,,.. „�.:.; -,,•:< .� __• __........_- ,.......___.,. j __.,_„ , <`.;: _ # ND DR _ if , UCLA 2 :�A ., ,[ 3 ( 4 O r i i' I r t3� i i BLOCK • OC E' r r 0 ti 310'; `.. BLACK 20 1 i 8 -, 22 28 _ I t zl , b z 9- fr i ` f E, < 20 32 9 1t BLOCK 1... f _rn i S 0 f 10 - t __. .ife, ~ rrl,. , , s - ,� - 14 v ..13... 12' _- r` ^i �¢ , � Gt.EN.UAi�L �Y AftIVE :�•.� ` . __. » , , , , , BLO ( "Irvx 12-1.. -,.. ., � '\ ' '� rf�r ;s14 i ih 1 � --•f .., - "..- _. -__ / �/I � i l PROVIDED: 12 MARKET RATE TOWNHOUSES x (2 GARAGE SPACES + 2 DRIVEWAY SPACES) = 48 SPACES + 11 SINGLE FAMILY ATTACHED x (2 GARAGE SPACES + 2 DRIVEWAY SPACES) = 44 SPACES + 5 AFFORDABLE TOWNHOUSES x (1 GARAGE SPACE + 1 DRI VEWA Y SPACE) = 10 SPACES 102 SPACES PROVIDED ALL UNITS AND COMMERCIAL DEVELOPMENT SHALL HAVE INDIVIDUAL TRASH RECEPTACLES ON THEIR RESPECTIVE LOTS THERE WILL BE A SMALL RETAINING WALL IN FRONT OF UNITS 12 -15. SEE SHEET 6 FOR MORE DETAIL. NON– RESIDENTIAL USE. UNIT 22 SHALL INCLUDE 1000 SF OF OFFICE SPACE. EMPLOYEES: PHASING: IMPERVIOUS AREAS: MAXIMUM 2 NO PHASING IS PROPOSED ROADS/ CIRCULATION: PROPOSED ROADS: SIDEWALKS: BUILDINGS: DRI VEWA YS/ PARKING: 44,200 SF 10, 500 SF 30,100 SF 7,700 SF ROADS A 6" 6" SHEET LAYOUT SCALE: 1” = 100' LEGEND EXISTING CULVERT CUL VERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC -3A DITCH DEPTH OF EC- 3A DITCH EC -2 DITCH DEPTH OF EC -2 DITCH - - - -- zoo - -- - - - 200 240.55 EARTH DITCH DRI VEWA Y CULVERT BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVA77ON TBC DENOTES TOP /BACK OF CURB TAB DENOTES TOP OF BOX 7'0 WA yNeSBORO FTON ;ARDEFILLD OLD TRAIL VILL.40F N.ifi o_ CROZET FIELD I THIS i PROJECT TO CHARLOTTESW R� 256 TO cyq _0 6\�77-,s�<<cr d %CIfd %TY MAP SCALE: 1" = 21000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 OLD TRAIL ZONING REQUIREMENTS 3 EXISTING CONDITIONS 4 SITE PLAN 5 UTILITY PLAN ALBEMARLE COUNTY SERVICE AUTHORITY GRADING AND DRAINAGE PLAN 7 SITE PLAN DETAILS 8 SITE PLAN NOTES, DETAILS & CROSS - SECTIONS 9 ROAD PROFILES 1� DRAINAGE ANALYSIS 11 DRAINAGE PROFILES 12 UTILITY PROFILES 13 DRAINAGE CALCULATIONS 14 LANDSCAPING PLAN 15 LANDSCAPING DETAILS 16 EROSION & SEDIMENT CONTROL NARRATIVE 17 EROSION & SEDIMENT CONTROL PLAN 18 EROSION & SEDIMENT CONTROL CALCULATIONS 19 STORMWATER MANAGEMENT PLAN 19 TOTAL SHEETS ASHIFTED GLEN VALLEY DRIVE ROADWAY 30' TO THE SOUTH. MODIFIED/UPDATED THE OTHER ROADS BASED ON THE PREVIOUS ROADWAY SHIFT. 2Q CHANGED /MODIFIED TYPES OF HOUSING WITHIN THE BLOCK. A3UPDATED GRADING &DRAINAGE PER ROAD &LAYOUT CHANGES A4UPDATED UTILITIES PER ROAD &LAYOUT CHANGES A5UPDATED ROAD PROFILES PER ROAD &LAYOUT CHANGES A UPDATED LANDSCAPING PER ROAD &LAYOUT CHANGES %K i+nor �yv�P,yu�v►.LCr.T Submittal Type Reviewed and Approved by the Community Development Department Date 10 - a.6- %2- Fi1e#1 0005T 4• Signatur APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING N ENGINEER O a INSPECTIONS 2: O ARB W DEPARTMENT OF FIRE RESCUE j ALBEMARLE COUNTY SERVICE AUTHORITY U U VIRGINIA DEPARM ENT OF TRANSPORTATION � Z HIALT.H DEPARTMENT Q W Om �U SCC ` t�'• COLLINS � 5 x'91 I t/ 04I ic %C)tA H. St;G •^b v N r y r - I xI C'7 CYS O N O N N W _J W Ir 0 W Q U Lu i U) W U) f-- W ry W Q O N z LU r) z Uj z CL Uj �II-/ / mowI 0 w z w CF-1 _ G U7 LU -q rl � U 0 J ED 1 W (D 1--1 Q Q w J U J taw, w °0 LU a Ln JOB NO. 02009 SCALE AS NOTED SHEET NO. 1 Z N Ln W N O a Q 2: O CCW G O W W j U U U U � Z cn J ¢ Q W Q W (� �/ Z � U) W rn a ce > 0 0 Uj v N r y r - I xI C'7 CYS O N O N N W _J W Ir 0 W Q U Lu i U) W U) f-- W ry W Q O N z LU r) z Uj z CL Uj �II-/ / mowI 0 w z w CF-1 _ G U7 LU -q rl � U 0 J ED 1 W (D 1--1 Q Q w J U J taw, w °0 LU a Ln JOB NO. 02009 SCALE AS NOTED SHEET NO. 1 N N N N W C W rn o 0 0 0 v N r y r - I xI C'7 CYS O N O N N W _J W Ir 0 W Q U Lu i U) W U) f-- W ry W Q O N z LU r) z Uj z CL Uj �II-/ / mowI 0 w z w CF-1 _ G U7 LU -q rl � U 0 J ED 1 W (D 1--1 Q Q w J U J taw, w °0 LU a Ln JOB NO. 02009 SCALE AS NOTED SHEET NO. 1 ftor sk su C",V 1'"t, VrtxAc$ Hate: September 14, 2005 ZMA /I; ZMAA 20D4 -024 Old Trail Village Tax Map parcel Number. 551; -1 -AI (portion) 2 g, �+ -ell r eri3s3aP+ Cuata�tirans. T� (lwizcr slYaLi the lrathvray connections to the schools, shown as "Pathway Connection m Schools," and "Road and Sidewalk Connection to Schools" On shed 5 Of 4 of the €.seat Development Plan, within six (b) months aft the approval by the County of the first subdivision plat or site plan applicable to any portion of a block that either inaudes or is adjacent to nay such conVO CCOTL wrrNm the following signature: COMMONWpALTIJ OF VIRGINIA C4W/COijrNTy OF to wit: The foregoing instrument was acknowledged befm nee this _L 5"dap Of 2035 by Gaydon T. Beights, ivlanaSercaf March Mountain Properties. I, IL CC-, a Virginia limited liability company. AfyCnmmissiotiexpires: .a,s3 °c,'t t� Notary Public This is a conformoad version of the pr;stier statement presented to anti approved by the Dowd with manuscript changes on September 14, 21305, V'rAe275m,10 7 2 5 B. Fa rf Rol AAQX Ifthh,911 its. ()). RSMLRjjg. The initial tact t alt for each for -rent affordable unit shall not exceed the teen -cumi t and applicable maximum act resat ram approved by the County Housing Office, In each subsequent calendar year, the monthly net rent for each for -rent affordable unit may be increased up to three perocrit (3 °l0). For purposes of this profira statement, the taunt "net. rent" that the tent d not itscludc tmwt -paid utilitac�. Tdz0 requirrinew dird the reritts for such for�rent affordable units may not exceed the maxinnan rents established in his paragaph 28 shall apply for a Period of five (5) years fotlovoing the date the certificate of occupancy is issued by the County ffor each fen -rent affordable unit, or until the units are sold as low or moderate cast units qualifying as such under either the Virginia Housing Development Authority, Farmers Horne Administration, or Housing and Urban Development, Section 8, wbichcver cornea first (the "Affordable Term "). (2). t°.gv0ats4 4 rarest. All duds conveying any inter t in the for -rent affordable units during the Affardahle Term shall contain language reciting that such unit is subject to the terms ofthis paragraph 2. In addiction, all contracts pertaining to a conveyance Of any for -rent affordable unit, or any part thereof during the Af%rdable'Term shall contain a complete and full disclosure of the restrictions and controls atablished by this pare graph 28. At least thirty (30) days prior to the conveyance of any interest in any for -rent affordable unit during the Affordable Term, the then- eurrad Owner shall notify the County is writing of the conveyance and provide the name, address and eel ephone nun her ofthe potential grantee, and state that the requirements, ofth'rs paragraph 2B(2) have been satisfied. (3). Rtr a Mental bates. During the Affordable Tam, within thirty (30) days of each h rental or tease team for cash for -rent affordable unit, the then - current owner shall provide to the Albemarle County Housing Office 9 copy of the rexual Or lease agreement for each such unit rented that shows the rental rate for such unit and the term ofthe rental or lease agreornaft. in additictun, during the Aff ardable Term the t Owner shall provide to the County, ifrequested, any reports, +ccrpits of rental or lease agreements, or Other data pe staining to rental rates as the County may rarsana reguim C. M' j res of IM-- of A.ffcrrdable linos. (l). Atlesst forty percent (#d0)o)ofthe affordable howiaegdwelliug units shall be for -sale units. F ` (2). No more then thirty percent (30%) ofthe affordable accusing dwelling units maybe for -rem apartments. (3), No more dm thirtyperccarrt (3TK) ofthe affordable housing dwelling units maybe accessory runts. For purposes of this Proffer stcdemeeret, "atxaessory units'° shalt mean Accessory Apartments as defined in the Albemarle County Code, Chapter IS, Section 33, and as regulated by the Albemarle County Code„ Chapter 18, Section 5, 1,34, and a unit within a two - family dwelling as a two -fa ilydwell•ing is defined in the Virginia Uniform Statewide Building Code. 3 M PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE SPATIAL ENCLOSURE RATIO RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village # OF D.U. BLDG. PERMITS SETBACK) BUILD- TOTAL DISTANCE MAXIMUM EAVE ROAD RIGHT OF WAY TO LINE BETWEEN HEIGHT (BASED ON 192,000 SQ. FT. (FT) DIMENSION E FT) BUILDINGS F7) 1'2 SPATIAL cn w RESIDENTIAL MAX UNITS (� ENCLOSURE RATIO Claremont Lane 57 8 73 36.5 U land Drive 49 8 65 32.5 Old Trail Drive 35 8 51 25.5 Glen Val!py Drive 1 57 1 $ 1 77 1 38,5 RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village # OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 48,000 SQ. FT. 1000 96,000 SQ. FT. 1,500 144,000 SQ. FT. 2,000 192,000 SQ. FT. CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village USE QUANITITY PARKING MAX H Z w REQUIRED PROVIDED SINGLE FAMILY 7 UNITS RESIDENTIAL UNITS (1) 14 ATTACHED LOTS J cn w RESIDENTIAL MAX UNITS (� MIN. LOT MAX MAXIMU 25 UNITS 56.25 MARKET RATE UNITS AFFORDABLE UNITS Q DENSITY LOTS 8-32 ALLOWABLE SIZE SO. FT.) STORIES M LOT 1000 SF 4.00 0 BLOCK TRANSECT AREA (ac) (D.U. /AC.) TOWNHOUSES NOW RESIDENTIAL COVERA FRONT SIDE YARD REAR YARD AREA DIST POCKET MIXED USE MIXED USE FLOOR AREA NON -RESI- MIXED USE GE SETBACK SET- BACK SET- BACK PREVIOU AREA CLASSIFIC NON - RESIDENTIAL (SQ. FT.) DENTIAL/ S. F. (MIXED INIUM RESIDENT] FOR MIXED USE USE) OF TION 11 CT4 3.0 18 54 0- 20,000 N/A 4 60% 5 0 5 (1) SIDE YARD SETBACKS OF AT LEAST 10' SHALL BE PROVIDED TO ENSURE ADEQUATE FIRE FLOW, BUT MAY BE REDUCED TO THE QUAN7777ES LISTED IF APPROVED BY THE COUNTY FIRE MARSHAL. (2) DISTANCE TO GARAGE OR CARPORT FROM REAR PROPERTY LINE SHALL BE FIVE (5) FEET OR SIXTEEN (16) FEET OR MORE, BUT NOT IN BETWEEN. (3) REAR YARD SETBACKS FOR TOWNHOUSES SHALL BE AT LEAST FIFTEEN (15) FEET. ** ** NOTE: VARIATION HAS BEEN APPROVED TO PERMIT 10' REAR YARD SETBACKS FOR TOWNHOUSE UNITS 1 -32. �. L.w. .... .,....... ., ... ..........., ..,.,.. ... ... . ... ..... „� ..� .. ....... ........... ... ,..,,,,...._ -. �....., .,..- ....,..,,,........ ..,.. ..,...,. ,., .,..� .,...� .. ....... .., .. run a...wn w.rwu u,e --u- nuuouiy a ua wnnni uua uwe,n anu an additional 15% are being banked for future development requirements within the other blocs. ve The charts ha been updated to reflect that only 8 units of the 13 units can be counted as affordable units, and the other "affordable" units have been listed as market rate units. (1) HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED AT OLD 77RA1L VILLAGE DEVELOPMENT SHALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE OLD 7RAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO 7HE TERMS AND CONDITIONS OF PROFFER #2 OF ZMA- 2004 -024, INCORPORATE AFFORDABLE UN17S AS DESCRIBED IN PROFFER #2 OF ZMA- 2004 -024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR S17E PLAN SHALL CONS77TU7E A MINIMUM OF FIFTEEN PERCENT (159) OF THE LOTS IN SUCH SUBDIVISION PLAT OR S17E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40%) OF THE AFFORDABLE HOUSING DWELLING UN17S SHALL BE FOR -SALE UNITS (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (309) OF THE AFFORDABLE HOUSING DWELLING UN17S MAY BE FOR -RENT APARTMENTS (4) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (309) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS "ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 5.1.34, AND A UNIT WITHIN A TWO- FAMILY DWELLING AS A TWO- FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY -OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR S17F PLAN DESIGNATES AFFORDABLE UNITS THAT IN 7HE AGGREGATE EXCEED THE FIFTEEN PERCENT (159) MINIMUM FOR SUCH SUBDIVISION PLAT OR S17E PLAN, AND SUCH ADD17IONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIF7FEN PERCENT (159) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SITE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UN17S THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (159) OF 774E TOTAL UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN. (6) 774ERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN 7HE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DIS7R/CT. (7) AT LEAST THREE (3) POCKET PARKS TOTALING AT LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD TRAIL VILLAGE POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT AS SPEC1f7ED ON PAGE 21 OF THE CODE OF DEVELOPMENT FOR OLD ]RAIL VILLAGE. PARKING ANALYSIS USE QUANITITY PARKING PARKING H Z w REQUIRED PROVIDED SINGLE FAMILY 7 UNITS RESIDENTIAL UNITS (1) 14 ATTACHED LOTS J cn w to w 1 -7 (� E U MARKET RATE 25 UNITS 56.25 MARKET RATE UNITS AFFORDABLE UNITS Q M Q LOTS 8-32 z J Q OFFICE SPACE 1000 SF 4.00 0 AFFORDABLE BLOCK 18.00 RETAIL TOWNHOUSES CONDO Of GROSS AREA OF AREA RECREA POCKET AREA OF PARKING TOTAL TOTAL 94.00 90 PREVIOU AREA CLASSIFIC NON - RESIDENTIAL AREA S. F. S. F. TOWN INIUM RESIDENT] FOR OF TION OPEN BLOCK (AC) AREA (SO. FT.) (SO. DETACH ATTACHE HOUSE / TOTAL UNITS AL TOTAL # % OF TOTAL FOR RENT ACCESS % OF BANKED SLY LOTS R!W AREA PARKS SPACE A110N A ARTMENT MARKET NUMBER BANKED (AC) (7) FT.) ED UNITS D UNITS UNITS DENSITY UNITS SALE APARTM ORY TOTAL UNITS (AC) (AC) (6) (AC) (6) UNITS RATE UNITS OF UNITS UNITS (DU /AC) ENTS UNITS 33 USED 1.29 1 0.26 1A 2.17 mixed use 24,231 10,855 0 0 0 39 39 18.0 84.6% 0 6 1 0 6 15.4% 1 0 0.00 N/A 0.00 N/A 1B 2.17 mixed use 24,231 14,500 0 0 1 6 1 33 39 18.0 28 71.8% 0 11 0 11 28.2% 5 0.00 1.29 0.26 N/A 0.00 N/A 2 4.9 mixed use 46,029 0 0 0 0 78 78 15.9 78 100.0% 0 0 0 0 0.0% 0 12.00 3.7 1.2 N/A 0.00 N/A 3A 6.8 mixed use 2,500 0 0 0 0 0 0 8.2 0 0.0% 0 0 0 0 0.0% 0 0.00 3.6 2.31 N/A 0.00 0.08 36 0 0 0 0 25 0 25 19 76.0% 6 0 0 6 24.0% 2 0.00 1.2 0 0.00 0.00 0.04 3C 4,500 0 0 0 13 14 27 19 70.4% 0 1 8 0 1 8 29.6% 4 1 0.00 1.2 0.3 0.00 0.00 0.00 3D 0 0 4 0 0 1 0 4 4 100.0% 0 0 0 0 0.0% 0 1.00 1 0 0.00 0.00 1 0.00 4 3.1 mixed use 4,500 4,500 0 7 32 8 47 15.2 41 87.2% 6 0 0 6 12.8% 0 1.00 2.6 0.92 N/A 0.00 N/A 11 2.7 mixed use 2,000 0 4 16 16 0 36 13.1 31 86.1% 5 0 0 5 13.9% 0 1.00 2.6 0.92 N/A 0.00 N/A 13 3.7 mixed use 3,000 0 29 0 0 0 29 7.9 29 100.0% 0 0 0 0 0.0% 0 4.00 3.8 1.6 1 N/A 0.40 0.40 14 4.4 SF 0 0 20 0 0 1 0 20 4.5 20 100.0% 0 0 0 0 0.0% 0 3.00 3.6 0.8 1 N/A 0.40 0.40 20/21 5.4 mixed use 360 0 0 0 1 0 84 84 15.6 58 69.0% 0 26 0 26 100.0% 13 0.00 1 2.00 N/A 0.00 N/A 23 3.4 multi family, 0 0 0 13 1 0 0 13 3.8 13 100.0% 0 0 0 0 0.0% 1 0 1.8 0.59 1 N/A 0.07 0.59 TOTAL 1 38.8 1 1110,991 - 62,529 29,855 57.0 1 36.0 1 92.0 I 256.0 441.0 373.0 17.0 51.0 1 0.0 68.0 1 15.4% 1 24.0 1 24.00 1 27.7 9.2 1 0.00 0.87 1.51 % OF TOTAL AFFORDABLE UNITS 25.0% 75.0% 0.0% NET BANKED 0.00 UNITS AVAILABLE Note: 1. Block 20121 contains 100% affordable apartment units by definition. However, based on the 'approved Code of Development and Proiffers, only 30% of these units can count toward the affordable housing requirement. 15% are used within this block and an additional 15% are being banked for future development requirements within the other blocs. The charts have been updated to reflect that only 26 units of the 84 units can be counted as affordable ..G ..:L: units, and the other "affordable" units have been listed as market rate units. -.J f'•..J....f 1'l�.- 1- - -�.-1 J 19- -ft� -- �. L.w. .... .,....... ., ... ..........., ..,.,.. ... ... . ... ..... „� ..� .. ....... ........... ... ,..,,,,...._ -. �....., .,..- ....,..,,,........ ..,.. ..,...,. ,., .,..� .,...� .. ....... .., .. run a...wn w.rwu u,e --u- nuuouiy a ua wnnni uua uwe,n anu an additional 15% are being banked for future development requirements within the other blocs. ve The charts ha been updated to reflect that only 8 units of the 13 units can be counted as affordable units, and the other "affordable" units have been listed as market rate units. (1) HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED AT OLD 77RA1L VILLAGE DEVELOPMENT SHALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE OLD 7RAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO 7HE TERMS AND CONDITIONS OF PROFFER #2 OF ZMA- 2004 -024, INCORPORATE AFFORDABLE UN17S AS DESCRIBED IN PROFFER #2 OF ZMA- 2004 -024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR S17E PLAN SHALL CONS77TU7E A MINIMUM OF FIFTEEN PERCENT (159) OF THE LOTS IN SUCH SUBDIVISION PLAT OR S17E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40%) OF THE AFFORDABLE HOUSING DWELLING UN17S SHALL BE FOR -SALE UNITS (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (309) OF THE AFFORDABLE HOUSING DWELLING UN17S MAY BE FOR -RENT APARTMENTS (4) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (309) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS "ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 5.1.34, AND A UNIT WITHIN A TWO- FAMILY DWELLING AS A TWO- FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY -OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR S17F PLAN DESIGNATES AFFORDABLE UNITS THAT IN 7HE AGGREGATE EXCEED THE FIFTEEN PERCENT (159) MINIMUM FOR SUCH SUBDIVISION PLAT OR S17E PLAN, AND SUCH ADD17IONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIF7FEN PERCENT (159) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SITE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UN17S THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (159) OF 774E TOTAL UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN. (6) 774ERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN 7HE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DIS7R/CT. (7) AT LEAST THREE (3) POCKET PARKS TOTALING AT LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD TRAIL VILLAGE POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT AS SPEC1f7ED ON PAGE 21 OF THE CODE OF DEVELOPMENT FOR OLD ]RAIL VILLAGE. PARKING ANALYSIS USE QUANITITY PARKING PARKING H Z w REQUIRED PROVIDED SINGLE FAMILY 7 UNITS 15.75 14 ATTACHED LOTS J cn w to w 1 -7 (� E U MARKET RATE 25 UNITS 56.25 50 TOWNHOUSES Q M Q LOTS 8-32 z J Q OFFICE SPACE 1000 SF 4.00 0 AFFORDABLE 8 UNITS 18.00 8 TOWNHOUSES LOTS 33 -40 Of Cie LU LLI ONSTREET 18 PARKING TOTAL 1 1 94.00 90 SHARED PARKING- 94 SPACES REQ'D - 90 SPACES PROVIDED = 4.27o SHARED 94 SPACES REQU'D •r � 0 C S C 0 R. COLLINSZ H Lic. No. 035791,2 lo- 2R- la ' o QNtONAL t� N N eV N H Z w w 0V ZO J cn w to w H o (� E U o U o ce a- Q M Q N Z O z J Q w rZ w a w 0 0 1-1 .-� Of Of Cie LU LLI w Q M N N eV N w F- rn o It ono M o 0 0 0 1-1 .-� TH 0 L-11, J ..... . .... 1 t . ....... .. . . ... ............ . . ..... .. t . .. ..... ..... ... ... ............. -------- �SCOTT R. COLLINS�?, . . . . . ........ . .... ... . . .. ... 4A r-) Lie. No. 035791,. r6 j! -4, 64t 0 .......... - - - ---------- M.l--- j IONAL S BLOCK 13 .. .......... - - -------- 1�1 ti��:� BLOCK 4 q . .......... - - - - - - - - - - - . . . ....... . j .. . ...... I L, it .. .. ....... ----- - -------- - -- V) . ....... ... . . ....... im i - - - - - - - - - . . . ...... Lu I . . . ..... .. C) . ...... It t. ....... .. 0 u V F z a 0 . . ..... LLJ ui M - - - - - - - - - - - 0 0 . . ........... t ir A uj _4 0 > u .... . ..... u u a- ..... - - - - ------ < < tn 1, 7 z U U _3 m 0 < .. .. ....... .. rl . . ...... > b Lu Lu i till Lu F- ... . .... . ....... 7-7 V) in in �A m z uj Lu > t LCLI V) V) Cri > > < . . ..... . Lu Uj 0 4 1�! iH Lrj D! Cl in Lu Lu F, L ....... ..... . ... ... ....... . .. . . ..... . ......... f . ..... . ......... 055M-bl-00-000AI -IN-P =MA W -A - 1 -, .: H OUNT ROPERT R=1 2.500 RC BENCHMA L=20.738,1 PA49' R/W 5380 GOLF DRIVE, SUITE 103 TOP' OF BOX=690.9 A=95.0549,' S64' 27' 03.82"W U AND DRIV O-D EL-DI5 4 GHBORHOOD-M . . . ........ . . . N r R 12.500 L:=1 9.637 S59' 23' 46.31"W A= 9b. 0110 L=20.740, R=12.500 < L=15.708, R=10.000 336.815' A=95.0658 m A=90.0'005 N30' 36' 34.23"W 5.852' EXISTING 20' WATER EASEMENT D. 13._ 3-745 PG. 6721- S60' 30' 04.50"Wl 53.962" A, EXISTING 8" 055E0`01-06-000GO WATERLINE PLUG N PROPERTIES I, LLC ,MARCH MOUNTAI 055EO-01-00 OOOAI 'RIVE, SUITE 103 BLOCK 11 -G 0 LF, N. PROPERTIES/ LLC BQRHOOD MODEL DISTRICT MARCH MOUNTAI NEIGH EXISTING TAP LOCATIONS TO BE 11 8YE ITE,103 MODIFIED WITH NEW ROAD LAYOUT-\! D.B./PG. 3824/335 5380'GOLF DRIVEr SU S30' 36 fAS SHOWN ON SHEET 5. 276.531' NEIGHBOR:HO BLOCK 14 OD MODEL DISTRICT D.B./PG,,3812/187, LO 00 0) -0 1 -00-OOOGO., 055EO it-MARCH MOUNTAIN PROPERTIES It LLC NOTES: Z� 1 TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS .1-03 5380,GOLF DRIVE, SUITE- STEPHENSON IN AUGUST OF 2006 AND UPDATED AUGUST 2012 BY EXISTING 12" PROJECT BOONDAR HBORHOOD MODEL DISTRICT WATERLINE FIELD VERIFIED BY COLLINS ENGINEERING IN NEIG AUGUST 2012. D.B./PG. 3824/335 2. THE LIMITS OF THIS PROJECT DO NOT CONTAIN ANY 100 YEAR FLOODPLAIN ELEVATIONS. SOURCE: FEMA MAP #51003CO237D, PANEL 4/2005. 3. THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. 4. THERE ARE NO WPO STREAM BUFFERS LOCATED WITHIN THE PROJECT LIMITS /--:�LIMITS'OF F E \R,, EXISTING FIRE HYDRANT -PLUG, TO BE EXIS TIN G 12"' 'TO BE RELOCATED'AS SHOWN ON SHEET 5. L1 MITS OF PROPERTY LINE . ..... .. ------ . . .... . ..... ... 'R=12.500 L=18.740, A=85.8962 0 1 -00-OOOAI L=30.154, R=998.149 A=1.7309 055EO- EXISTING CROSS AND M ETELY C RTIES, LL, ARCH MOUNTAIN PROPE REMOVED AND A PIECE OF PLACE PIPE SLEEVED IN 5 380/60LF DRIVE.'�SUITE 103 R 13 2, �83' L=12. 512 r L=89.654, R=1 023.518 NE A=0.5356 IGHBORHOOD MODEL DISTRICT A= 5.018 7 L=13.551, R=1267.512 2 L=19,.501, R=1 .,500 D.B./PG. 3812/187 A=0.6125 -A=&�.3875 L=36.326, R=24.999 u A= 83.2578 z . ... .. . . ...... 46 31"E 23' N59* N59',!23' 46.3l,"E 3 15.570' -267 L=�.932�, R;= 512' A=O.,2682', 57.000' -01-00-OOOAI 055EO BEN\ CHIVARK M BLOCK 15 TOP OF BOX=670.9J' L�20.586,,,R=12'500 ARCH MOUNTAIN PROPERTIESr LLC, 60, A= 9 4., 3 BLOCK 12 5380 GOLF DRIVE, SUITE 103 S,30' 6�` 13,69 E 3.561 NEIGHBORHOOD MODEL DISTRICT . . ........ D.B./PG. 3812/187 TAX MAP NUMBER/LOT NUMBERS ADJOINING OWNER INFORMATION DEED BOOK/PAGE ZONING/USE IDENTIFICATION 77 V......... PROPERTIES LLC 3824/335 NEIGHBORHOOD MODEL DISTRICT A -04-OG-00600 OSSEO MARCH MO�NTAIN OSSEO-04-OG-00500 CRAIG ENT RPRISES INC 4046/072 NEIGHBORHOOD MODEL DISTRICT B SCALE . . .. ...... OSSEO-04-OG-03600 R OSENBER�ER, RONALD D IR & KAREN L, TRS; 4073/142 NEIGHBORHOOD MODEL DISTRICT 40 20 40 80 160 055EO-04-OG-03700 OSSEO-04-OG-03800 05SEO-04-OG-03900 "5: OSSEO-01-OG-02300 A 17 ( IN FEET ) \ \ I inch = 40 ft. CIJ r1J r-4 CRAIG ENT�RPRISES INC 4026/054 NEIGHBORHOOD MODEL DISTRICT D CRAIG ENT RPRISES INC 4026/054 NEIGHBORHOOD MODEL DISTRICT E SHAW, ED ARD L JR OR ANGELA N 4062/111 NEIGHBORHOOD MODEL DISTRICT F 00 a) 0 CD CARBAUGH ERIC M 4017/199 NEIGHBORHOOD MODEL DISTRICT G 1 uj Ems= ( IN FEET ) \ \ I inch = 40 ft. CIJ r1J r-4 C%J LLJ 00 C71 "r Lu 00 a) 0 CD C:) C:) 4 1 F_ z Lu (y) 0) uj Ems= CY) < c1q q) < wCY) j re 64 CL < W" > UJ z LLJ _j _j Lu m- Z _j > wrimm w LL F- 0 0 T1 _j 06 Lu U 0 0 vi w uj 0 0� (D u < (D z W > x < w A910%, mr Q w I a uC:) C,4 r) LLI _j t__ b I F- LU ,0 0 F_ Lu Lu U) JOB NO. 02009 SCALE '5. 1"=40' SHEET NO. 3 `�\ - _ .1117.._ . _1111_ _ _ ___1111_..._ ____.._.... ____,___,_,_.......-..__.___.__..,..._._._....._.__._._,__........._.,.,_._._._,__,_..... ....._..,,....---- .___..._,..T. _ - .. ._._._.._...._;,,�;;�;.y_�__.._ _ ,, \ 1. \ F ,. 1111 _ .. __. ..�_. _._, - - _. :, :1111 ._.._..._ ._._._......._.__..._.....____. -... _._s,_,;�n,,,u,�--= :ai;;: ;v,� .- arm..,.,.•""- -,•- '111'1:' ^1111 ::�:�_ «, e,...m , ___._........_.._..,....., ___°__._..._..___.._. __...__.....___.__.., ,_._ ................_.__.___._. _........__.._._.__._.__._ .. .K- 1-111. wg.._ ;,-^ *. _.__.'.m >.r••Q°". i. .\ „„ 1;_1___1___1 _ _. - _. .._. i . _- ... __._._.....__......�._. .. - _-� __ .. _. ,. - __._. :.M,........»_ _ 1_111. 1111 ._ 1111.. _._._ ... -.. , _, ..._ _. r ._. __... _.,,...,....: �_.: =�.- 1111. - «.c _.t. »,...��. .. .•.._<....G 11_11 :<- 1111 .. \ ,,. -, 111_1_._.____ .................._._.__z, _..- 1111.. .. .- E .. _..._- _.___ .:........... _1111. _._...._..........___ ._.gym,__._._. -1111 } - -. _ 11 ��*., y..,. ... :.::..:........,:..,...:_.,.; =_ _- v"..�. _ ........... .____ _ _. .. .,,._._._._._._....._...._.____ - 7_._.��_ ._ 11 , .._ _... _..,......_ 1111. _11-11.. ___ _ __ ______ ____ ..._........_ 11_11.__. 1111 . _ -1111. _ _ _ 1111. - .. -, . -. _ . -. _.« .. _.__ ........ 1111 -. 1_111..._ ... ....._ .... ........._.............. __.........._..... ..............__ ____................ .. _.. 1111 1111. . _ .. ......... 1111. 1111.. _11_11 .. .._. _1111.. .. I 1111. _......_... i _-' 'A .. - _ - 3. ,, - .11 ,. i :'. T I _1111..._ ` ! 1! j' 't ,,� -D N •r) 1\ _ ._ __ _11_11_- _ ,,,_.,___„ `•. ~` ; I Ii ; Y -'i 1111 ___.. ___ _ .. 11, R A _ ._. _- CONTRALTO rn - n ;` I� k : ��A - TO INSTALL - INSTALL :,.1,111. 1 n _ NOTE: NO GUARDRAIL IS NECESSARY I I L, C7% s .4 F i ,.. ..._ _ t.0 5' CONCRETE S/W I l INSTALL \ NOTES. CG -12A -:' x I. INSTALL S _1.111._ _ ._....._.....__. _.T > r t,,;:a:, CG -12A FOR THE CONSTRUCTION OF GLEN ALL VERIFY ALL TIE -IN ROAD 1. CONTRACTOR SH E _...._.....____ _.._...,._.....___._._.__..__._ ._._._ ---- ,_.___._......._._.__ _......____._,_,_..__.____ ___r,.,= ,_.__._,,.,_._,___..._. __,_,._____._ _.._.....,.--- _._._..._._....,_ _._._.____ _......._.... -_ __1111.._- ......_._._._._._._., __ ___._._...,.,_.... .._.____.____ .................. ______....,......__.___,_,.... VALLEY DRIVE OR CLAREMONT LANE __.._ .............r_____..._.__..... ____.__ _.. _. _1_111 - . 1111.. I _._ :..............___ _...,._. ..._.._..,.._-- '--- _........__- _ _ _ _ ___.._ .............. _ _ ��__ �_ �.__._ .....,..,.._------ ::::::::�:_:_ -' -_.- �::. - -W��: a_:- .��::: -� =:mµ� _: � -._ -:_ _:: _:�.: _�- ..-- �:::_- �:_::= _._ _ __1111.. - -�_ --- .._:::::- :_:_:_:_ _- ..........._...... - - -- _ _ _ - 1,. ---'- __1111._..... _ ,_�= _,_._- :__:_::::::::_::::,:. _ ' - - - -- - ..,.,..,..._.._..: _ v. _ , CONNECTIONS FOR BLOCK is ROADS TO ANY ROAD EXISTING .-!._ :- -:::__ �=- ::': -::::- ' -: =- - _ -_ =- ---___._ . ................______.._...__` :-:_ _:;_.__...________,_,.,,.._.... I `' - ___.__. j P� � ,', -, ¢ti1._, _�-::;:: _1111_.._ ,.__...,,,..__.,,_ E P I B L E ,,- ,- "'" _11_1.1.- 1111,_ 1_1.11__.. - -_ _' 1.111, _ _, _ 1111_. - -- - \ _„ _. ... . _._. _ 1111 _._ -... _. _._, _., 1111_._._ -' _ _. v1 _... . . D CONSTRUCTION. ONTRACTOR IS R S RESPONSIBLE ..' - __- _ - v . _,..f � - -:-- _1__11.1__ OR UNDER C _.__ _ _._. , \ _.., _._. ___. - N o f _„ .,. _11_11._. __ _. .:=' __1111 _. _. -- - -'- \, _ y _1111. _... _.- 1__111.- ,..._,...�.__. �. ,. " c'3 ^ __. 1111 1111.._ - 1111..__'._ .._. _1111._.. av a.. .., - _... 1111 `'.. .' .!". ,. \ ♦ O , ,.^ 11 x 7 , �^ , .- 1111_.. .., .. , .e. .., x .. \ ... 111_1 ... ........_.......__._..... .,...... ..- .-: t ° < l a. ., yr 11__11.._.._..._, •. y: „ FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES , : 4:. ' . - :t emu._._. - \ + r „ _111.1 - - _ _„ �, ; >. ,4.,. .r -_ , -__.. .. 1__111_ -.,_„_ __ .. __ .. .. ° \ fi,, :. 1111.` + : -Q..- J l,..ai.f 11 11 BETWEEN THE EXISTING ROADS AND OR CURB AND GUTTER /�„ - 6 �` a 1 1 tri' - - (TYP) - - -; - - ,r: :b ' - ___ ANDTHE PROPOSED ROADS, CURB &GUTTER. CONTRACTOR ;; % o - - - - - - o . ; ; STREET SIGN / 'r ''' _ 1'::111._,_: n "' 11 SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY I� ' . __,_ ._..,.._....._....__.._,__..__. i . � ! _.._ ,_,_,_„___..._.,,._-_.__:..__ . �r . . -' 11 . _ ,, .. .. „ o . ' i \Ir. STOP SIGN TIE -INS TO EXISTING ROADS PRIOR TO ANY CONCR TE OR I ;; I: t 1. v _ ? ' F., ' . PAVEMENT,BEING PLACED. J T 27 CG 6 E I,i tl .r0 , _ - i :. ,i .. _. I.......,i. . :ta ,``1111 .. _, 2. CONTRACTOR SHALL VERIFY CURB ELEVATION E P �' LOT 2 LOT 7 �� 28 18 . , . . .� LOT 1 LOT 3 LOT 5 LOT 6 CURB & : F C -F /C • $ ADJACENT TO THE SANITARY SEWER; MANHOL �S TO GA NSURE b d. \ 1 1�' ', LOT 4 GUTTER o / I CLAREMONT LANE i % 4 . CG -gD i ! . THAT MANHOLE TOPS ARE CONSISTENT WITH;TNE CENT :i ; �, (TYP) P f �' I ° Tangent Data - STA. 30 +11.93 D/w (TYP) 4 TOW OUSES ° - STD ,.. \.` `'1111 E' F.1 51 ` V PROPOSED CURB ELEVATIONS. I ' � . . • H ! ' S/W TO 1 . MODIFIED VDOT i I. ( d' . a 5 0 u NHOUSE ;I - I BE INSTALLED d Length: 655.225 Course: S 30 36 13.6937 E 14,. -p ,T N . TURN- AROUND S/W L g . 4: 00- • '`t'. Q- I o I WITH BLOCK 14 LOT 26 ii t ... 4 ;,It P 1-1 .•.,.......:. . --i , _ , ..-, ` , , , 18 ° c, CONTRACTOR TO TRANSITION CG -6 Is ' . ' ,� .. : , 0' ' : GLEN VALLEY DRIVE �, 1111 f I; 3 tj L P i - 4 I I F ,4 ��,� CURB &GUTTER INTO CG 2 ITC + CG ( CUR A UND RAD OF UR G VDOT STD LIMIT- I >if z -z TYP) BING RO I US C B SI N i 321 a R Tangent Data - STA. 10 +00.00 I 11 _... _ 11. , _ __ - .._. _... - _. _111.1_ . _ _ i : F /C -F /C ; C °L 1. P :i L \' 0,.........,, ;;..., .,,.•. , I I. 353 298 ° 1 11 \ Length: Course: N 59 23 46.3063 E C .18 `VARIABLE WIDTH - ..I z8 I- : ': ° LOT -25 Ln , ::441,:,_.1, ;'M. 'M __ E/P -E/P - ii '�`��• „ 1111 - SIGHT DISTANCE j, •;;' Circular Curve Data - STA. 13 +53.30 7 I. 51F:} �' ° / /l''" 1111. }i f• �p I , �/' P` EASE F _ _ _- ° :•_ ° = 11, _ .. -_ CG 2 " ' MENT I a ;' 0 1 " ... �.. . .1- ; �; - i I 57 4 t ..... ~ , j , \ _.. .... .. _ - _... l R/W -R /W Delta: 26 27 1 .720 T 11, ,,, 9 8 Type: RIGHT IV 7 ,,. _,._ _1111. 11 I . - - I Z, ,,'., CURB __. _ � , { _. I ", " 11 ! ,,, I ", I I I E -, I I . i) . ' . � . r' _ -. - ° I I a. R :1111 ' 11 , . . . 5 REA - ^ - Radius: 1296.012 - -- ^ 1111. . -1111. �____ - i ... ` - TN --- --- 18' : SE BACK (TYP)o 18' 1$f : 18'. 1g , i, ,4 y . I .. . . 11, I I - _1111 ', :- N ' . O P S I G N N 18 N ; : N ; -� Len the 598.414 Tangent: 3 _ N, ;N' N''. �' oo,'. .Q� g T g 04.639 I LOT 24 : . L. _, 1:111.., �. - _ _ h 1 I {. ° V; I.. : ti �: ."� 3 18 :; :, d .3'- N/yR ;i 4 '. Mid -Ord: 34.385 External: 35.323 - RI Iw 11 n „ 17 : I Y' r - O I i. CG 12I- s'.:-_.....'. \ rn "'- : CG- D P Chord: 593.113 Course: N 72° 37'26.1667" E is d' ! ii a E 9 T,• VDOT STD. • CG -2 : STREET SIGN '` , I:�-- 3 -- I \'' . oo'o D/W (TYP yZ�� .� ,Y, ' t F/C -�C I ' , a (- 10+ o . ) u +oo 0 4. CG -2 (TYP) : (TYP) . 12 +50 13 +oo ' 1 \ 1 ! 10 00 . s . N . ` N WHEATFIELD WAY o 1z +00 N - T ` N VDOT ST�. , : o" , 'i , , ° m - 1 ' . - - o ---�- . - - - V -F-^ �n - WHEATFIELD COURT I I �' . * w . T: r' n - . �' > ° . STREET SIGN ' : .. : VARIABLE WIDTH: i1 +so . . :. . • . . n n { CG -11 I ° 26 I I ry PRIVATE TRAVELWAY . ' q ��bo . . ENTRAN�E !Tangent Data -STA. 10 +00.00 °P ii E /P -EP .a : ' : o . ' . . ° 1 11 "', -�. ii ; i! - r, . . Ic0 , Length: Course: S 30 36 13.6937 E 11, L 336 957 <i , u. „ D/W (TYP) VDOT STD. CG i 11 1 " ; �: CG -2 (TYP) -12 53 �S� ti N j - . . hQ' . LOT 23 CG 2 j; I ;II ." ,t ° P oo. '�� j: (TYP `'s -' WHEATFIELD LANE a I 18' �' VARIABLE WIDTH VARIABLE WIDTH a : ' '�' j . Q ° \ I, SIGHT DISTANCE SIGH ILOT 30 " . ' Tangent Data - STA. to +oo.00 _ i' 20, I T DISTANCE N 00 STOP SI N I w' I : . ' ��EASEMENT (TYP) EASEMENT N STREET SIGN Z u.. I 2O1 STOP SIGN : a` , Length: 239.000 Course: S 30° 36' 13.6936" E 11 i 1 I . ' 1 ; : F/C . ' :N 20' a I Q .Q ' , I u' g s8 -F /C . 56 6' / LOT 8 I -I' : F•- I !! „ / i _; LOT 22 -I ' - -: . w !' P I 23 I:: m -.F i . V' -, . WHEATFIELD PLACE w _ OPEN ,�, M I I t, . o ; : RJw LOT 28 N N N « ; :0 4t : s N : I: ' N N fl !`� ca o CG -6, . I . DC' \ „ � SPACE oo Ln ' . CO Tangent Data -STA. 10 +00.00 1 I ., . za LOT 1 _ - ! . • 3 cuRB & w' U. i; ; _L I �; B 112 AC 20' ,°� zo' ' GUTTER °' �' J Length: 166.000 Course: N 59° 23'46.3064" E _, __ _, -, _ - -' ' _ __ - -- .- -.- ., ,_,- __ _,,, ... ° 0 i ri . MM ,W _ C 3 .._. 111x. i ', , - - - �' I . ,; W , t ......... N : : . - N _, 56 WHEATFIELD WAY � , 02I t 1111, � � �, 2 \ � b , - 1 i o _� :l : 21 m w ._ 5 ti I . P , ._. _,. �. - 9\ �. . I. ._, _ LO 9 _, , , is i ;; \ �,� 1 M. T 2 - N 5 S I N G L E FA M I Y • 20' . P Ln ' : ' . ; Tangent Data - STA. 10 +00.00 - - I I 1s c v. LOT 3 2 �� � .xA P , - .. - , -.� ATTACHED N S I �: N �° � : "jj N 00 r S/W j Length: 147.278 Course: N 59° 23' 46.3064" E 1. 'i ` I '; o rn :rn \ 56' AFFORDABLE 23' _ °' 1 6' 'i ; � Circular Curve Data - STA. 11 +81.72 11 I r ` HOUSES 55' R/w LOT 9 :PLANTING . 18 -I O \ Delta: OS° 44' 21.0134" Type: RIGHT 7. 1co_ : �' STREET SIGN' :. I STRIP(TYP) ' . ' 1 w r..�' TOP SIGN LOT 20 \ \ 2 s VARIABLE WIDTH SIGHT oo I . . • 'o 'Radius: 175 11 �- :; ; i a, . `S!Q _.. ... _ . „ .�. F•,777 ; I � _ _1 O. _' ,;._-' ,._ . _, 000 . ", DISTANCE EASEMENT TYP _. '� , i, i I r .tom i ;. r ._- ., .. _ ,� _. -, ,< ,N . 1 ° - M Length: 17.529 Tangent: 8.772 rn' G r- .� ., 11'11..._ � _. -`i �' . . VDOT STD. o -: D " o . ' 32 Mid -Ord: 0.219 External: 0.220 -'__ . I WHEA FIELD PLACE 4 SINGLE FAMILY '_ i :a i I o : Q : . . \ cG -2 (TYP> : 1 50 DETACHED HOUSES F /C -F /C ° 11 + �_ . _ ' 23, ,PRIVATE TR,AVELWAI! : _ ^' W - I . '' ° I; - Chord: 1 Course. N 62 15'56.813 1 E I it l I; ' \ �. � ' :r 10 +5� . CG -z ` CG- D 'i1 +oo: - , . n . � STOP SIGN' : � 28' d Ch 7 522 1. I 11 VDOT MAINTENANCE . 60 " , , oZ 9 w j ;Tan "Tangent Data -STA. 11 +96.88 - STREET SIG EASEMENT "' DJW (TYP) . Z E I i; I � P , .. Q N' _ I • : ' .: :, i Length: 2.456 Course: N 650 08'07.3197" E T. CURB . _ 1 " __;, . - - _ °' Circular Curve Data -STA. 12 +21.17 :, i. 1 - o a ;" I: 1 :: ; F, 18 §. i 1 i i I ' . p . . .ti 18 18 --�' �. J 1 57 � ;Delta: 05° 44' 21.0133" Type: LEFT \ I { oo - _ ' "10 REA �, p - N w' W YP T ' ' I'I $ - ----- - - 1D �-+ 8C � „_ R /W -R/V1l : j , � I LOT 19 1 s TBACK~ P - - - I { ) ' w' Cl. Radius: 175.000 \ 4 18 : 18 . ,,,. F- 00- . d I I �: cn I i 20 Length: - g 17.529 Tangent: 8.772 ` VARIABLE WIDTH W N o I. ` „ , F- LOT 10 1111. �n . Mid -Ord: 0.219 External: 0.220 VARIABLE WIDTH EA EMENTA YP)�: I . -p :, SIGHT DISTANCE i Chord: 17.522 Course: N 62 15'56.813 1 E . 1: - VDOT TD. r i : a . , \ \ �' I :,... 1111 o J' , o . ; ` e LOT 18 "� o~o EASEMENT (TYP) i Ln I . 11 . ' . ' Tangent Data - STA. 12 +36.34 \ \ - o 4 CG -z ( YP) N g 11 I O' co , \ \ \ I i; \. ', : : + . H �`�ci:. I ®- : , Length: 115.278 Course: N 59° 23' 46.3065" E 7 I _ 21 g j .. 1111 _ \ \ I 1 !' e ii z , - __ 1111.. 1111.. _,_, __. 1111 ___ _._ ,f \ \ . �• " . ° ^_ �: - 1 ,:,._,.,,:: • 1111 . r \ O . ,, . _ :., LO 5 1 I 3. 1 . \ f j {' ; T PLANTING \ :: l ., \ -,.. i 11 \ C _ \ - ° LOT 17 _. STRIP • cn rn ;.. , p \ \ \ I q - - r • 1. - - 1111__ N \ ;:>, - - .,_. - --__., .. „_ .............. _.- 1111.. ._- 1__1__.11_. . � __ _b.__ ......,.,... _ _ °° a 28 \ \ - _ - -- -- 1111 - - F 1-1 _ 1111 1111. _ 1111.. _. �_ _ _ , _.r,.,._.., _1_111_ -' UTURE.1 _ \ \ \ ' ' iil ,� ., I it II ° ... 1111. 1111___ .. _111-1 -.- " ............ . " ' "I" _ ,'., STD. 4 TOW OUSES 20, , ,._ I ... E/P -E /P .. 11 : 51 � , _ \ j l TMURNFAROUNDT _o \ 11 \ ; , I P _ _ _, _„ _ - LOT 1 ..,_. N E _ 1_111 .. i. 1 � � \ / \ -\ \ - y it t II �� ° 1111 ' 1111 -1g _ - - 1 _.. ._. 0 i . :_ II 1111 \ I , o E N -- -' _ 1111._ ._„ ... 1.111. - - _. ~ \ 4. ; _.. MAINTENANCE _ _1111.. - \ _ __ 1111... _ _1111.. __ . ,__. ...._1111.. ,. 1 WALL MA NT VARIABLE WIDTH 1 ° ,, __1111..._ _ . . . ' . EASEMENT _..... ,1111.. -,_.. j \ LOT 16 i m, \ SIGHT DISTANCE i - n aI M1di . . I, r \ EASEMENT (TYP) 1 .. , , 1 N °-' ' . �. 11 \ `s 14,1 .o ° . - - o D I .. \ II ' ' \ ' \ \ \ !' ' b .. VIIDOT MAINTENANCE � z j w : ' `. \ : \ \ \ \ q ' EASEMENT PROPOSED WALL - --- - �` - z STOP SIGN" I r \ \ (: I SEE SHEET 5 FOR ° • " \ \ III STOP SIGN STREET SIGN r r \ ` CONTRACTOR TO ° DESIGN ELEVATIONS . ' . . \ 110 \' > r , . \ 11 i. _ - 1 -- 4 E VE CURB P - R MO ° � e a �.. i ' �TH �� C' SCOT R. COLLINS'Z ) Lic. No. 035791,E ��o (p- 21- I ti w4 7' S G S I E 0 N L A l &GUTTER AROUND , _... ; '1'. I _ $ �" ° '. P. ' .° , " : .° , , • P °' - a ° -- - . I . .: , i��' - -_ , .' ; „ 1 t OLD TRAIL DRIVE & i i.' ! '4 �.T - -, _.. _.. _1111_ 1111. _ - : CG -12A INST s, - -- f '1 i - I - / J TIE INTO EXISTING- r . _ is 1. ALL' J _ _ G 12A Q _ - C z 8 ROADWAY WITH i R _ a , VDOT STD. MILL & . . . . . .. - - U� 11 H OVERLAY PAVEMENT 6 : S.D.�28o _ _- `' . : . . . I . n, t J. CG 12A PLANTING 1 + o . T :13+ 0 1 +00 : rn' r O SYSTEM. ALL WORK X1+50: 12 +QO - = - -�� - i2 +So , m 3 0 S I: 4 1 '+ '0. : r ti 1. i 10 +00 \ . 10 +50 . . STRIP(TYP) : : i1 +ao -- - , . u, 7 N . - N ' I , 4 .5 . O & TIE IN CONNECTIONS _ r . �., , m Co -1= _n _ . . �. . , t N SHALL BE COORDINATED I . . _ . - -- v • . . . P . . ,C.j I. WITH VDOT is T ' \. .. _ _ - -- - GLEN VALLEY DRIVE :. . .. .. 3 *s3 . 11 I ' ^' - - -- - 30 ¢ . INSTALL ;r i w \ .\ i /n`' INSTALL �, - - . . • • . , ,I" • . CG -12A 0 J 11 " 11 I l ®. CG -12A . � • . . . . . . . . 57 PUBLIC RIGHT :OF VWAIf .. . 1 \ ' z \ ,� • P SIGN _ I w s- tih S =-►p � CG -12A O 11 l : , , ; V' _' _ . ° v ° a ° . P .. _ . . '' • . , a iii 11 I ,: , I it: .;,r, FT 3h ° ° ° ' , , ' i +f i i '?�Jk' .P ° .. P _ ,. a. Y . .. Q °. ° '° I.7 : ° ° • ., P ° . c o ° ° ea%Pi::r � .\ - 1 11 11 , 1111. 0 S t f .I: y.. °. ° .. C ° D, ,.° ° P d °, a w . • a ,\ i 2 ".iS�- ;,G''::` 1 i r .. w ° ° p 9 P° ° ... 1111.. 1111 '`n�i'r P 1 .iR;F: JOB NO. .11 •sa.;n 1111. ., ..._ , 1111_ . .; y..,; 1111 'f P, i \ 1111 , 11 ,i ' i f ' ir:_ = 33or+;+ •�i,r, e - \ �- v : t ` s, ,iix` :, SPEED � 02009 i ; a, „ ;., 11 11 7 �,., \ \ LIMIT ` \ FUTURE 5' CONCRETE -o _ GRAPHIC SCALE 1 k 'LL STIREET SIGN e I \ r T - ., \ _ ,:a,".: g SCALE :: ° ` SIGN S 0 BE INSTALLED _ _ _ - I °o: '' 11 , \ 1 � \ \ � D .._ 20 0 10 20 40 80 17'. �' a: ,: \ ' � \ \ WITH BLOCK 12 -- z , . - ►► 20► DEVELOPMENT 'v z I `f' r ``n \ ,:, \' a ._- G , \ w. SHEET NO. i \ ( 1 N \ \ \ ya a ' r � , \ 1 inch = ft. - , 0 l ; 1 , I:., , ,. 20 11, .... _, \ N N N N Ln z 1-1 1-1 .--1 .--1 w LU � __ z O l N w I^ N w U 0 J Q O U O U w tZ w = � ¢ � a z o o Z � J Q w w U w � Li z a U) o (A X 1i w w O 0 LU N � w w a �/ c e 0 CL Z) l &GUTTER AROUND , _... ; '1'. I _ $ �" ° '. P. ' .° , " : .° , , • P °' - a ° -- - . I . .: , i��' - -_ , .' ; „ 1 t OLD TRAIL DRIVE & i i.' ! '4 �.T - -, _.. _.. _1111_ 1111. _ - : CG -12A INST s, - -- f '1 i - I - / J TIE INTO EXISTING- r . _ is 1. ALL' J _ _ G 12A Q _ - C z 8 ROADWAY WITH i R _ a , VDOT STD. MILL & . . . . . .. - - U� 11 H OVERLAY PAVEMENT 6 : S.D.�28o _ _- `' . : . . . I . n, t J. CG 12A PLANTING 1 + o . T :13+ 0 1 +00 : rn' r O SYSTEM. ALL WORK X1+50: 12 +QO - = - -�� - i2 +So , m 3 0 S I: 4 1 '+ '0. : r ti 1. i 10 +00 \ . 10 +50 . . STRIP(TYP) : : i1 +ao -- - , . u, 7 N . - N ' I , 4 .5 . O & TIE IN CONNECTIONS _ r . �., , m Co -1= _n _ . . �. . , t N SHALL BE COORDINATED I . . _ . - -- v • . . . P . . ,C.j I. WITH VDOT is T ' \. .. _ _ - -- - GLEN VALLEY DRIVE :. . .. .. 3 *s3 . 11 I ' ^' - - -- - 30 ¢ . INSTALL ;r i w \ .\ i /n`' INSTALL �, - - . . • • . , ,I" • . CG -12A 0 J 11 " 11 I l ®. CG -12A . � • . . . . . . . . 57 PUBLIC RIGHT :OF VWAIf .. . 1 \ ' z \ ,� • P SIGN _ I w s- tih S =-►p � CG -12A O 11 l : , , ; V' _' _ . ° v ° a ° . P .. _ . . '' • . , a iii 11 I ,: , I it: .;,r, FT 3h ° ° ° ' , , ' i +f i i '?�Jk' .P ° .. P _ ,. a. Y . .. Q °. ° '° I.7 : ° ° • ., P ° . c o ° ° ea%Pi::r � .\ - 1 11 11 , 1111. 0 S t f .I: y.. °. ° .. C ° D, ,.° ° P d °, a w . • a ,\ i 2 ".iS�- ;,G''::` 1 i r .. w ° ° p 9 P° ° ... 1111.. 1111 '`n�i'r P 1 .iR;F: JOB NO. .11 •sa.;n 1111. ., ..._ , 1111_ . .; y..,; 1111 'f P, i \ 1111 , 11 ,i ' i f ' ir:_ = 33or+;+ •�i,r, e - \ �- v : t ` s, ,iix` :, SPEED � 02009 i ; a, „ ;., 11 11 7 �,., \ \ LIMIT ` \ FUTURE 5' CONCRETE -o _ GRAPHIC SCALE 1 k 'LL STIREET SIGN e I \ r T - ., \ _ ,:a,".: g SCALE :: ° ` SIGN S 0 BE INSTALLED _ _ _ - I °o: '' 11 , \ 1 � \ \ � D .._ 20 0 10 20 40 80 17'. �' a: ,: \ ' � \ \ WITH BLOCK 12 -- z , . - ►► 20► DEVELOPMENT 'v z I `f' r ``n \ ,:, \' a ._- G , \ w. SHEET NO. i \ ( 1 N \ \ \ ya a ' r � , \ 1 inch = ft. - , 0 l ; 1 , I:., , ,. 20 11, .... _, \ N N N N 1-1 1-1 .--1 .--1 w - __ __ � T_ ti 0 Z, Cl? (3) z C) W - 4 �,,,, o o 0 ' z l &GUTTER AROUND , _... ; '1'. I _ $ �" ° '. P. ' .° , " : .° , , • P °' - a ° -- - . I . .: , i��' - -_ , .' ; „ 1 t OLD TRAIL DRIVE & i i.' ! '4 �.T - -, _.. _.. _1111_ 1111. _ - : CG -12A INST s, - -- f '1 i - I - / J TIE INTO EXISTING- r . _ is 1. ALL' J _ _ G 12A Q _ - C z 8 ROADWAY WITH i R _ a , VDOT STD. MILL & . . . . . .. - - U� 11 H OVERLAY PAVEMENT 6 : S.D.�28o _ _- `' . : . . . I . n, t J. CG 12A PLANTING 1 + o . T :13+ 0 1 +00 : rn' r O SYSTEM. ALL WORK X1+50: 12 +QO - = - -�� - i2 +So , m 3 0 S I: 4 1 '+ '0. : r ti 1. i 10 +00 \ . 10 +50 . . STRIP(TYP) : : i1 +ao -- - , . u, 7 N . - N ' I , 4 .5 . O & TIE IN CONNECTIONS _ r . �., , m Co -1= _n _ . . �. . , t N SHALL BE COORDINATED I . . _ . - -- v • . . . P . . ,C.j I. WITH VDOT is T ' \. .. _ _ - -- - GLEN VALLEY DRIVE :. . .. .. 3 *s3 . 11 I ' ^' - - -- - 30 ¢ . INSTALL ;r i w \ .\ i /n`' INSTALL �, - - . . • • . , ,I" • . CG -12A 0 J 11 " 11 I l ®. CG -12A . � • . . . . . . . . 57 PUBLIC RIGHT :OF VWAIf .. . 1 \ ' z \ ,� • P SIGN _ I w s- tih S =-►p � CG -12A O 11 l : , , ; V' _' _ . ° v ° a ° . P .. _ . . '' • . , a iii 11 I ,: , I it: .;,r, FT 3h ° ° ° ' , , ' i +f i i '?�Jk' .P ° .. P _ ,. a. Y . .. Q °. ° '° I.7 : ° ° • ., P ° . c o ° ° ea%Pi::r � .\ - 1 11 11 , 1111. 0 S t f .I: y.. °. ° .. C ° D, ,.° ° P d °, a w . • a ,\ i 2 ".iS�- ;,G''::` 1 i r .. w ° ° p 9 P° ° ... 1111.. 1111 '`n�i'r P 1 .iR;F: JOB NO. .11 •sa.;n 1111. ., ..._ , 1111_ . .; y..,; 1111 'f P, i \ 1111 , 11 ,i ' i f ' ir:_ = 33or+;+ •�i,r, e - \ �- v : t ` s, ,iix` :, SPEED � 02009 i ; a, „ ;., 11 11 7 �,., \ \ LIMIT ` \ FUTURE 5' CONCRETE -o _ GRAPHIC SCALE 1 k 'LL STIREET SIGN e I \ r T - ., \ _ ,:a,".: g SCALE :: ° ` SIGN S 0 BE INSTALLED _ _ _ - I °o: '' 11 , \ 1 � \ \ � D .._ 20 0 10 20 40 80 17'. �' a: ,: \ ' � \ \ WITH BLOCK 12 -- z , . - ►► 20► DEVELOPMENT 'v z I `f' r ``n \ ,:, \' a ._- G , \ w. SHEET NO. i \ ( 1 N \ \ \ ya a ' r � , \ 1 inch = ft. - , 0 l ; 1 , I:., , ,. 20 11, .... _, \ �_ W L9 O 57 T_ ti 0 Z, Cl? (3) z N W 4 �,,,, `t �" < ' z ' N o 1i rn G�.. N � w § W L U J 1r- ^4 V J _J mmomm U) W O � z lm-q Qz LU 0 J J Qw 1"� Z1, = U '-I ~ (n . � � rl Y U � W O U F- J CO O U I U) CO E'- I 1 W W W ` `: w V I U) I : miF_ w .�s J �'1- -t i l &GUTTER AROUND , _... ; '1'. I _ $ �" ° '. P. ' .° , " : .° , , • P °' - a ° -- - . I . .: , i��' - -_ , .' ; „ 1 t OLD TRAIL DRIVE & i i.' ! '4 �.T - -, _.. _.. _1111_ 1111. _ - : CG -12A INST s, - -- f '1 i - I - / J TIE INTO EXISTING- r . _ is 1. ALL' J _ _ G 12A Q _ - C z 8 ROADWAY WITH i R _ a , VDOT STD. MILL & . . . . . .. - - U� 11 H OVERLAY PAVEMENT 6 : S.D.�28o _ _- `' . : . . . I . n, t J. CG 12A PLANTING 1 + o . T :13+ 0 1 +00 : rn' r O SYSTEM. ALL WORK X1+50: 12 +QO - = - -�� - i2 +So , m 3 0 S I: 4 1 '+ '0. : r ti 1. i 10 +00 \ . 10 +50 . . STRIP(TYP) : : i1 +ao -- - , . u, 7 N . - N ' I , 4 .5 . O & TIE IN CONNECTIONS _ r . �., , m Co -1= _n _ . . �. . , t N SHALL BE COORDINATED I . . _ . - -- v • . . . P . . ,C.j I. WITH VDOT is T ' \. .. _ _ - -- - GLEN VALLEY DRIVE :. . .. .. 3 *s3 . 11 I ' ^' - - -- - 30 ¢ . INSTALL ;r i w \ .\ i /n`' INSTALL �, - - . . • • . , ,I" • . CG -12A 0 J 11 " 11 I l ®. CG -12A . � • . . . . . . . . 57 PUBLIC RIGHT :OF VWAIf .. . 1 \ ' z \ ,� • P SIGN _ I w s- tih S =-►p � CG -12A O 11 l : , , ; V' _' _ . ° v ° a ° . P .. _ . . '' • . , a iii 11 I ,: , I it: .;,r, FT 3h ° ° ° ' , , ' i +f i i '?�Jk' .P ° .. P _ ,. a. Y . .. Q °. ° '° I.7 : ° ° • ., P ° . c o ° ° ea%Pi::r � .\ - 1 11 11 , 1111. 0 S t f .I: y.. °. ° .. C ° D, ,.° ° P d °, a w . • a ,\ i 2 ".iS�- ;,G''::` 1 i r .. w ° ° p 9 P° ° ... 1111.. 1111 '`n�i'r P 1 .iR;F: JOB NO. .11 •sa.;n 1111. ., ..._ , 1111_ . .; y..,; 1111 'f P, i \ 1111 , 11 ,i ' i f ' ir:_ = 33or+;+ •�i,r, e - \ �- v : t ` s, ,iix` :, SPEED � 02009 i ; a, „ ;., 11 11 7 �,., \ \ LIMIT ` \ FUTURE 5' CONCRETE -o _ GRAPHIC SCALE 1 k 'LL STIREET SIGN e I \ r T - ., \ _ ,:a,".: g SCALE :: ° ` SIGN S 0 BE INSTALLED _ _ _ - I °o: '' 11 , \ 1 � \ \ � D .._ 20 0 10 20 40 80 17'. �' a: ,: \ ' � \ \ WITH BLOCK 12 -- z , . - ►► 20► DEVELOPMENT 'v z I `f' r ``n \ ,:, \' a ._- G , \ w. SHEET NO. i \ ( 1 N \ \ \ ya a ' r � , \ 1 inch = ft. - , 0 l ; 1 , I:., , ,. 20 11, .... _, \ ! . # � gi -4 I i; 1! : i , / It r "I ' - -'t / ___... ... I I / _ -- .... __ 1. _._._.._. -__ " TYPE A -- - - ,__ _-_____-__-----.._.---_.. .________._._---- ....._____.... i; - _ BLOW OFF _ ___ ___ 4" G.V. _.__ ......._ __._______ -- - -- r-- . . - -- - -- - „ __.... ____._____ . �! 11 ! _ _ -- - - ° „ IT IE., a - -- ..__ . II x,.,..: , , -- - ,.. �E z,;,..,,.= i, ( / f /' - wf, 11 , 11 I _i:3 ; ['' 1 1 _" . 1 , } i` 1 f A, 20 ACSA UT. ILITY 1i I ,; _ I ! : EASEMENT 3 -.-- j : (�i,. I I I I li __ r,-,- EXISTING FIRE HYDRANT L A ED N ____ =_.,_ m=._,= _-- __-- _____......__......_____ NORTH EAST CORNER OF INTERSECTION , - _....____..._______._OF CLAREMONT LANE WITH GOLF DRIVE _._ __ �____.___ __r...____.___ o G t y -- - - - -_- -- -- - �t \ O C! . ... - .. __ . I a I r -.. G •l \ % .7 -7-', b / i I /. /. , __` - - -_ j r_1 I - r...... . . v. __... �° I • ; : '1•'' 1: 1z" CL. 51 D.I. WATERLINE ,..: .. _ 11 / ' ' : . ' . " /,' ' a. _ ... . 5 6 / f 7 �' 1. '' I. �!''T I • I . , ., * . ! I , � I . I : � I p q I ' 5 . , : � , , , . 12" WATERLINE APPROVED UNDER '? , - : ) °, , ; OLD TRAIL VILLAGE BLOCK 13B PLANS 'I: ' . I; o .,M _.. . , _.. 1, , ./ a •. I.. i } It RWSA GENERAL WATER & SANITARY SEWER NOTES , / i REVISED FEBRUARY 2011 ,_, , ") () - - - - - - -' 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL - - -" WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEM R O O A LE COUNTY SERVICE l - , AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. �;;' . r,- 2. RWSA HA S SHALL APPROVE ALL CONSTRUCTION MATERIAL AN M T S D METHODS OF CONSTRUCTION. A PRECONSTRUCTION r CONFERENCE SHALL BE HELD WITH RWSA PRIOR O HE T T START OF ANY WORK. �.,.:'. " ` Too=` 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 -552- 7001). - _._ __.. - i - RWSA ENGINEER VICTORIA FORT AT 434 977 -2970 EXT. 205 SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO ( ( ) ) THE START OF WORK ON OR NEAR RWSA FACILITIES. - '- .:__ '' q J, - ) 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE °'1 WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA H° 1 FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. s 6. RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS TO THE EXISTING SYSTEM. 4 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN ` AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1 VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. . / THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES ° ' FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT ' SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS '1.a' PERMITTED OTHERWISE BY RWSA IN WRITING. I 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND 1-t,. ' ` RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY t_; , BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED 1 ca' PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. ' i, DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL I CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING Ill . I`.: OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 11. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. q ' ° .. h i I , . 12" x8" TEE i 2 -12" G.V. , 1 -8" G.V. " . j PROPOSED UNDER '` BLOCK 136 ROAD PLANS a' ' CONTRACTOR TO REMOVE 8" PLUG AND EXTEND WATERLINE ALONG I • WHEATFIELD WAY q THE WATER MAIN ALONG CLAREMONT LANE WAS APPROVED UNDER THE OLD -.- TRAIL VILLAGE CLAREMONT LANE 4 WATERLINE EXTENSION PLANS ti0 . Imo. { Ar H T p� f O '� t•--1 0 SCOTT R. COLLINS, U Lic. No. 035791 1�0�NSIIOXAL E�Gl 11 1 \ I--- ;; Ln I 1 / 11. ,, 3I d . m ° WATER SERVICE w - FUTURE DEVELOPMENT I TYP - : ;. W 5; aR I ( ) :�: I k 21 . 29 i i► . I 0 `II II' > �' � _ w r . 1 ;I C Y oC ' __ - C~ _j I A -� 3 2 1. I -n , I! 1 7111 . . . .. nn O i :i : ;, m. M V.. _ .,., ..... N a I jJ .� TYPE ABLOW -OFF rV I 9 0. ° °� N W ,20 ... 4' � 0 o t 20 ACSA UTILITY Z r . It ; . 111 ° ( 1, A n & 411 VALVE - ° i i N :. a EASEMENT u" J 4 1. I;. , .. : i� . I . -I)H 5`a II- ' m I ~4 go° BEND jr. w Lu w .d. 1. I 1, . . . . . . 11 +50 , . , .. . f, - -. i +oo I�'L: PLACE � w ` " - 1 ?'i A o: =' f . I • • . 10 +:50.. •- . � E/QTF I . T1 '/ w Ln z ° o ii -j :1. I I ' 1 L : . � -. I 1 23'. PRIVATE TRAVFLWAY u_ MH -8 �_ N �, w I '' 4 /O�� 'Q III, 1 j I'', 8 8" D.I. S 52 : . . 3 . I . _. _.. . .. _ . _ _._ U F- _ CLAS - , ,I WATERLINE o _ Q W 0. io 00 i `, .. a ® . . . . < . N i MH -13 ° j j I I: ': X15' 1 ' . ,; j r II ` a' MH -1 �=�'- - _ _ WATER SERVICE I � , -� _ In 4 - -- -- ---f Q k - CONTRACTOR TO SET WATER M W _. a - --- N-- - -- - -- - ` W. METERS AT I i, I; !I -- - SAN. LATERAL TYP: TYP �. ( ) l ( ) M LOCATION OF EXISTING TAPS INTO is I 4 iE t • .: P T 9 WATERLINE 8 TOTAL 'i I T 4 OF THE 8 TOTAL L W '' ! i ALL BE UT TAPS SHALL UTILIZED, O R TAP } S TO BE 1 I�, ��I. 4 J 11 O ; Ln ABANDONED PER ACSA REGULATIONS J M II - Z .: _ Ia ;? I:: ., ;! . . o ' SAN. LATERAL (TYP) ° ` EXISTING 12 WATERLINE ° MH -12 I : . W O MH -16 1 Q j } 7p 15 1` J. V ! �„ + 6' FROM PIL I . ' q `, I � !I I �- c` 7 �,' NOTE SEWER LATERALS F . _ , I, . c TO ESMT. H� 1. ;, ; _ LOTS 16 AND 17 SHALL BE _._ . MH 10 0 5 LL i i -- I' i y d 0 M P/L H-11 - ,; ,k y 9 I I ii It _ _ DUCTILE I � � .- -- , M Q A AN: S R. ® �".i : a 1 _ _ - -� D - _ d I - -- ,.. 8 °BEN I _.. - �. _ L a ' . . , _,. : . I :: a I - - -'- '.-_ . .M .........:......» ... .,..__.. - - - - -- ------- ............_.. ....._. .. ...............----- --- - -- - - - -. ..:..: _....- .--- ................, .. _ .. _... . I _._. _.._ ___.._ FILL AREA THRUST BLOCK..,.., _ ...__..._. .__.._:......_.:..._._. __...... .....:........._ -- -- -- __.....__._.._ .._.._...--- ____ -- -._. __.. _,.............._.......,__.... 4_. - -- I I ,..; _._.__, . ,: .. ° 14 ° ,:.: ::::. .... - _.._ { o MH g i ``'' 11 I o 8 5 BEND .`L REQUIRED ON THE 45 BEND I:. •I �'I 20' ACS U T - - EXISTING CROSS AND VALVES TO BE ! j A TILI Y I ' : 14 2 EMENT . _ -- - :- 1 - U DUE TO THE DISTURBED SOIL . ; 1 I* . - -- _. _.. . .._ + . PIE E -- -..... 1 1 Q j rl � COMPLETELY REMOVED AND A 'I ! v ...:° _ - -- - -, _ EA _ - . .. . is � : M OF PIPE SLEEVED IN ITS PLACE W _ S , //� M , 0 �, �E 1 b� d a '-:.. d i :: I! 1 V a :: a .. °_ 4. ,. . ,: _ �� : o I I U PROPOSED 1z WATERLINE BORE UNDER OLD °... I' ! �, 0 co . TRAIL DRIVE. CONTRACTOR TO INSTALL A 24" �.`I O i - II - : ` _ 1. m - STEEL CASING FOR THE BORE. BORING SHALL ° o ,, � I - m - 1z" CLASS 51 D.I. WATERLINE CONNECTION TO THE EXISTING "' . . _ f �' 3 �.- 1 m BE COORDINATED WITH ACSA AND VDOT. „ t FIRE HYDRANT 11 � 1 - - - - ,- - 12" WATERLINE SHALL BE MADE _ \.. RELOCATE EXISTING FIRE - - ,. EE 20 ACSA UTILITY _ STEEL CASING SHALL EXTEND A MINIMUM ASSEMBLY - - ` BY CUTTING IN A 1z "x12" CROSS `Jj..- HYDRANT AS SHOWN Lw W 11 EASEMENT WATER SERVICE (TYP) r / 11 11 !. �. r 11 LENGTH OF THE ROADWAY AND SIDEWALK. , __ \ (3)12" GATE VALVES, & (1) 8" GATE VALVE rr nn _''. 2: I' -, T V �. WATER SERVICE (T. , / ° . ° o . "` ° 11 r.a --' : • p d . I. ° °d c I '` ° ° .0 a a i 1 ,. - -- 1 - -- - - -- - - �- __... _ ;� el _ i I { _ 1- - - -- _ -- - - - ^M' .� W 1-� f. • W W W W W W W M ® M � / LL 1 M y 1 1! ; '" i. W W`- W' . • I 1 .+ o. ' . . M' 1 '+ j, !! w: •W 13 +00' . . I�n 3 5 : 4 ,50: *11, 20 ACSA UTILITY W W . . • . . . . . 12+50 . . . . . r .11 �- . . . : . ' . ' . . . . . . 11+ o. . . . . ' i2 +0o ' . 1' EASEMENT I Q . , 10 +50 . . . . . . . . 10 +00 . . ;, a Iti' . ' ' . "?�'! . F"'1 ' 12 x8 TEE ;�,, . . • . I ; • ` 11 I 11 C N VALLEY :D RIVE 57 R/ .. .. .... .. , . • , . Q 1z TYPEA 1 -8 G.V. . GLE .i I :i � O , (3 1. BLOW -OFF •2 -12 G.V. . . - : N , - - - -- „ .. . 12 G.V. . . - I , 'I: . 1. i . y ...: � _ ^ ''. ", - U C) 1_ ° d ° . .__. d . ' ... NOTES: a _ . , b _. w -%L.�J 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR BLOCK 11 ROADS TO ANY ROAD EXISTING OR UNDER `; a • - o W NOTE: Tom, 8" CLASS 2 D.I. WATERLINE 1--11 . a N CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING - - 'I. 'o 5 - .. AN ADDITIONAL 12" WATERLINE SHALL BE INSTALLED SOUTH OF BLOCK ° ' : -- '" ° \ ; °0�'. 7;? " IN; � ' JOB NO. ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO W " . ' 11, ALONG GLEN VALLEY DRIVE. THE EXISTING 12" WATERLINE THAT RUNS l'z ? M GRAPHIC SCALE INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. , `. _ - 1 02009 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TOTHE SANITARY SEWER MANHOLES TO ENSURE THAT THROUGH BLOCKS 4 AND 11 SHALL BE PLUGGED JUST NORTH OF THIS fit% I 20 0 10 20 40 - -_ 80 FUTURE CONNECTION. THE FUTURE WATERLINE SHALL BE INSTALLED NOTE: SCALE MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. ACROSS OLD TRAIL DRIVE AT THE TIME OF THE CONSTRUCTION OF THE DUE TO INCREASED INFORMATION RELATED TO CORROSION IN " °y,;` ' �� 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS PARKING LOTS ALLEYS MANHOLE ` � INTERSECTION OF GLEN VALLEY DRIVE AND OLD TRAIL DRIVE. THE 12" THE CROZET AREA ALL DUCTILE IRON PIPES WILL NEED TO BE - ` . Z =2O Y: 211 y:: i A TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, (DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING ., WATERLINE WILL BE ROUTED THROUGH FUTURE BLOCKS 5 & 20 AND WRAPPED WITH POLYETHYLENE ENCASEMENT OR SOILS MUST ( IN FEET) _ ' FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE CONNECT TO THE EXISTING 12" WATERLINE ALONG GOLF DRIVE. ' BE TESTED TO DETERMINE THE NEED,. i._inch = 20 ft. SHEET NO. 11 • / POSITIVE DRAINAGE,AND PROPER ELEVATIONS FOR CONSTRUCTION. FUTURE DEVELOPM ENT I ` �'I - -' -- ... _ ,- S 11 N N H w F H F w OZ I.- � J � `: 2: O z O , U) \ \ \ C, z ® uu 0 Z cn J ¢ Q w Q ( t w F m L,) 0 0 -L Z uj U) N uj ' H > m W W C c uj L F F w - 11 1 \ I--- ;; Ln I 1 / 11. ,, 3I d . m ° WATER SERVICE w - FUTURE DEVELOPMENT I TYP - : ;. W 5; aR I ( ) :�: I k 21 . 29 i i► . I 0 `II II' > �' � _ w r . 1 ;I C Y oC ' __ - C~ _j I A -� 3 2 1. I -n , I! 1 7111 . . . .. nn O i :i : ;, m. M V.. _ .,., ..... N a I jJ .� TYPE ABLOW -OFF rV I 9 0. ° °� N W ,20 ... 4' � 0 o t 20 ACSA UTILITY Z r . It ; . 111 ° ( 1, A n & 411 VALVE - ° i i N :. a EASEMENT u" J 4 1. I;. , .. : i� . I . -I)H 5`a II- ' m I ~4 go° BEND jr. w Lu w .d. 1. I 1, . . . . . . 11 +50 , . , .. . f, - -. i +oo I�'L: PLACE � w ` " - 1 ?'i A o: =' f . I • • . 10 +:50.. •- . � E/QTF I . T1 '/ w Ln z ° o ii -j :1. I I ' 1 L : . � -. I 1 23'. PRIVATE TRAVFLWAY u_ MH -8 �_ N �, w I '' 4 /O�� 'Q III, 1 j I'', 8 8" D.I. S 52 : . . 3 . I . _. _.. . .. _ . _ _._ U F- _ CLAS - , ,I WATERLINE o _ Q W 0. io 00 i `, .. a ® . . . . < . N i MH -13 ° j j I I: ': X15' 1 ' . ,; j r II ` a' MH -1 �=�'- - _ _ WATER SERVICE I � , -� _ In 4 - -- -- ---f Q k - CONTRACTOR TO SET WATER M W _. a - --- N-- - -- - -- - ` W. METERS AT I i, I; !I -- - SAN. LATERAL TYP: TYP �. ( ) l ( ) M LOCATION OF EXISTING TAPS INTO is I 4 iE t • .: P T 9 WATERLINE 8 TOTAL 'i I T 4 OF THE 8 TOTAL L W '' ! i ALL BE UT TAPS SHALL UTILIZED, O R TAP } S TO BE 1 I�, ��I. 4 J 11 O ; Ln ABANDONED PER ACSA REGULATIONS J M II - Z .: _ Ia ;? I:: ., ;! . . o ' SAN. LATERAL (TYP) ° ` EXISTING 12 WATERLINE ° MH -12 I : . W O MH -16 1 Q j } 7p 15 1` J. V ! �„ + 6' FROM PIL I . ' q `, I � !I I �- c` 7 �,' NOTE SEWER LATERALS F . _ , I, . c TO ESMT. H� 1. ;, ; _ LOTS 16 AND 17 SHALL BE _._ . MH 10 0 5 LL i i -- I' i y d 0 M P/L H-11 - ,; ,k y 9 I I ii It _ _ DUCTILE I � � .- -- , M Q A AN: S R. ® �".i : a 1 _ _ - -� D - _ d I - -- ,.. 8 °BEN I _.. - �. _ L a ' . . , _,. : . I :: a I - - -'- '.-_ . .M .........:......» ... .,..__.. - - - - -- ------- ............_.. ....._. .. ...............----- --- - -- - - - -. ..:..: _....- .--- ................, .. _ .. _... . I _._. _.._ ___.._ FILL AREA THRUST BLOCK..,.., _ ...__..._. .__.._:......_.:..._._. __...... .....:........._ -- -- -- __.....__._.._ .._.._...--- ____ -- -._. __.. _,.............._.......,__.... 4_. - -- I I ,..; _._.__, . ,: .. ° 14 ° ,:.: ::::. .... - _.._ { o MH g i ``'' 11 I o 8 5 BEND .`L REQUIRED ON THE 45 BEND I:. •I �'I 20' ACS U T - - EXISTING CROSS AND VALVES TO BE ! j A TILI Y I ' : 14 2 EMENT . _ -- - :- 1 - U DUE TO THE DISTURBED SOIL . ; 1 I* . - -- _. _.. . .._ + . PIE E -- -..... 1 1 Q j rl � COMPLETELY REMOVED AND A 'I ! v ...:° _ - -- - -, _ EA _ - . .. . is � : M OF PIPE SLEEVED IN ITS PLACE W _ S , //� M , 0 �, �E 1 b� d a '-:.. d i :: I! 1 V a :: a .. °_ 4. ,. . ,: _ �� : o I I U PROPOSED 1z WATERLINE BORE UNDER OLD °... I' ! �, 0 co . TRAIL DRIVE. CONTRACTOR TO INSTALL A 24" �.`I O i - II - : ` _ 1. m - STEEL CASING FOR THE BORE. BORING SHALL ° o ,, � I - m - 1z" CLASS 51 D.I. WATERLINE CONNECTION TO THE EXISTING "' . . _ f �' 3 �.- 1 m BE COORDINATED WITH ACSA AND VDOT. „ t FIRE HYDRANT 11 � 1 - - - - ,- - 12" WATERLINE SHALL BE MADE _ \.. RELOCATE EXISTING FIRE - - ,. EE 20 ACSA UTILITY _ STEEL CASING SHALL EXTEND A MINIMUM ASSEMBLY - - ` BY CUTTING IN A 1z "x12" CROSS `Jj..- HYDRANT AS SHOWN Lw W 11 EASEMENT WATER SERVICE (TYP) r / 11 11 !. �. r 11 LENGTH OF THE ROADWAY AND SIDEWALK. , __ \ (3)12" GATE VALVES, & (1) 8" GATE VALVE rr nn _''. 2: I' -, T V �. WATER SERVICE (T. , / ° . ° o . "` ° 11 r.a --' : • p d . I. ° °d c I '` ° ° .0 a a i 1 ,. - -- 1 - -- - - -- - - �- __... _ ;� el _ i I { _ 1- - - -- _ -- - - - ^M' .� W 1-� f. • W W W W W W W M ® M � / LL 1 M y 1 1! ; '" i. W W`- W' . • I 1 .+ o. ' . . M' 1 '+ j, !! w: •W 13 +00' . . I�n 3 5 : 4 ,50: *11, 20 ACSA UTILITY W W . . • . . . . . 12+50 . . . . . r .11 �- . . . : . ' . ' . . . . . . 11+ o. . . . . ' i2 +0o ' . 1' EASEMENT I Q . , 10 +50 . . . . . . . . 10 +00 . . ;, a Iti' . ' ' . "?�'! . F"'1 ' 12 x8 TEE ;�,, . . • . I ; • ` 11 I 11 C N VALLEY :D RIVE 57 R/ .. .. .... .. , . • , . Q 1z TYPEA 1 -8 G.V. . GLE .i I :i � O , (3 1. BLOW -OFF •2 -12 G.V. . . - : N , - - - -- „ .. . 12 G.V. . . - I , 'I: . 1. i . y ...: � _ ^ ''. ", - U C) 1_ ° d ° . .__. d . ' ... NOTES: a _ . , b _. w -%L.�J 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR BLOCK 11 ROADS TO ANY ROAD EXISTING OR UNDER `; a • - o W NOTE: Tom, 8" CLASS 2 D.I. WATERLINE 1--11 . a N CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING - - 'I. 'o 5 - .. AN ADDITIONAL 12" WATERLINE SHALL BE INSTALLED SOUTH OF BLOCK ° ' : -- '" ° \ ; °0�'. 7;? " IN; � ' JOB NO. ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO W " . ' 11, ALONG GLEN VALLEY DRIVE. THE EXISTING 12" WATERLINE THAT RUNS l'z ? M GRAPHIC SCALE INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. , `. _ - 1 02009 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TOTHE SANITARY SEWER MANHOLES TO ENSURE THAT THROUGH BLOCKS 4 AND 11 SHALL BE PLUGGED JUST NORTH OF THIS fit% I 20 0 10 20 40 - -_ 80 FUTURE CONNECTION. THE FUTURE WATERLINE SHALL BE INSTALLED NOTE: SCALE MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. ACROSS OLD TRAIL DRIVE AT THE TIME OF THE CONSTRUCTION OF THE DUE TO INCREASED INFORMATION RELATED TO CORROSION IN " °y,;` ' �� 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS PARKING LOTS ALLEYS MANHOLE ` � INTERSECTION OF GLEN VALLEY DRIVE AND OLD TRAIL DRIVE. THE 12" THE CROZET AREA ALL DUCTILE IRON PIPES WILL NEED TO BE - ` . Z =2O Y: 211 y:: i A TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, (DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING ., WATERLINE WILL BE ROUTED THROUGH FUTURE BLOCKS 5 & 20 AND WRAPPED WITH POLYETHYLENE ENCASEMENT OR SOILS MUST ( IN FEET) _ ' FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE CONNECT TO THE EXISTING 12" WATERLINE ALONG GOLF DRIVE. ' BE TESTED TO DETERMINE THE NEED,. i._inch = 20 ft. SHEET NO. 11 • / POSITIVE DRAINAGE,AND PROPER ELEVATIONS FOR CONSTRUCTION. FUTURE DEVELOPM ENT I ` �'I - -' -- ... _ ,- S 11 N N N N ,--I e-i -4 1-1 L u \ \ \ \ o m o 0 11 1 \ I--- ;; Ln I 1 / 11. ,, 3I d . m ° WATER SERVICE w - FUTURE DEVELOPMENT I TYP - : ;. W 5; aR I ( ) :�: I k 21 . 29 i i► . I 0 `II II' > �' � _ w r . 1 ;I C Y oC ' __ - C~ _j I A -� 3 2 1. I -n , I! 1 7111 . . . .. nn O i :i : ;, m. M V.. _ .,., ..... N a I jJ .� TYPE ABLOW -OFF rV I 9 0. ° °� N W ,20 ... 4' � 0 o t 20 ACSA UTILITY Z r . It ; . 111 ° ( 1, A n & 411 VALVE - ° i i N :. a EASEMENT u" J 4 1. I;. , .. : i� . I . -I)H 5`a II- ' m I ~4 go° BEND jr. w Lu w .d. 1. I 1, . . . . . . 11 +50 , . , .. . f, - -. i +oo I�'L: PLACE � w ` " - 1 ?'i A o: =' f . I • • . 10 +:50.. •- . � E/QTF I . T1 '/ w Ln z ° o ii -j :1. I I ' 1 L : . � -. I 1 23'. PRIVATE TRAVFLWAY u_ MH -8 �_ N �, w I '' 4 /O�� 'Q III, 1 j I'', 8 8" D.I. S 52 : . . 3 . I . _. _.. . .. _ . _ _._ U F- _ CLAS - , ,I WATERLINE o _ Q W 0. io 00 i `, .. a ® . . . . < . N i MH -13 ° j j I I: ': X15' 1 ' . ,; j r II ` a' MH -1 �=�'- - _ _ WATER SERVICE I � , -� _ In 4 - -- -- ---f Q k - CONTRACTOR TO SET WATER M W _. a - --- N-- - -- - -- - ` W. METERS AT I i, I; !I -- - SAN. LATERAL TYP: TYP �. ( ) l ( ) M LOCATION OF EXISTING TAPS INTO is I 4 iE t • .: P T 9 WATERLINE 8 TOTAL 'i I T 4 OF THE 8 TOTAL L W '' ! i ALL BE UT TAPS SHALL UTILIZED, O R TAP } S TO BE 1 I�, ��I. 4 J 11 O ; Ln ABANDONED PER ACSA REGULATIONS J M II - Z .: _ Ia ;? I:: ., ;! . . o ' SAN. LATERAL (TYP) ° ` EXISTING 12 WATERLINE ° MH -12 I : . W O MH -16 1 Q j } 7p 15 1` J. V ! �„ + 6' FROM PIL I . ' q `, I � !I I �- c` 7 �,' NOTE SEWER LATERALS F . _ , I, . c TO ESMT. H� 1. ;, ; _ LOTS 16 AND 17 SHALL BE _._ . MH 10 0 5 LL i i -- I' i y d 0 M P/L H-11 - ,; ,k y 9 I I ii It _ _ DUCTILE I � � .- -- , M Q A AN: S R. ® �".i : a 1 _ _ - -� D - _ d I - -- ,.. 8 °BEN I _.. - �. _ L a ' . . , _,. : . I :: a I - - -'- '.-_ . .M .........:......» ... .,..__.. - - - - -- ------- ............_.. ....._. .. ...............----- --- - -- - - - -. ..:..: _....- .--- ................, .. _ .. _... . I _._. _.._ ___.._ FILL AREA THRUST BLOCK..,.., _ ...__..._. .__.._:......_.:..._._. __...... .....:........._ -- -- -- __.....__._.._ .._.._...--- ____ -- -._. __.. _,.............._.......,__.... 4_. - -- I I ,..; _._.__, . ,: .. ° 14 ° ,:.: ::::. .... - _.._ { o MH g i ``'' 11 I o 8 5 BEND .`L REQUIRED ON THE 45 BEND I:. •I �'I 20' ACS U T - - EXISTING CROSS AND VALVES TO BE ! j A TILI Y I ' : 14 2 EMENT . _ -- - :- 1 - U DUE TO THE DISTURBED SOIL . ; 1 I* . - -- _. _.. . .._ + . PIE E -- -..... 1 1 Q j rl � COMPLETELY REMOVED AND A 'I ! v ...:° _ - -- - -, _ EA _ - . .. . is � : M OF PIPE SLEEVED IN ITS PLACE W _ S , //� M , 0 �, �E 1 b� d a '-:.. d i :: I! 1 V a :: a .. °_ 4. ,. . ,: _ �� : o I I U PROPOSED 1z WATERLINE BORE UNDER OLD °... I' ! �, 0 co . TRAIL DRIVE. CONTRACTOR TO INSTALL A 24" �.`I O i - II - : ` _ 1. m - STEEL CASING FOR THE BORE. BORING SHALL ° o ,, � I - m - 1z" CLASS 51 D.I. WATERLINE CONNECTION TO THE EXISTING "' . . _ f �' 3 �.- 1 m BE COORDINATED WITH ACSA AND VDOT. „ t FIRE HYDRANT 11 � 1 - - - - ,- - 12" WATERLINE SHALL BE MADE _ \.. RELOCATE EXISTING FIRE - - ,. EE 20 ACSA UTILITY _ STEEL CASING SHALL EXTEND A MINIMUM ASSEMBLY - - ` BY CUTTING IN A 1z "x12" CROSS `Jj..- HYDRANT AS SHOWN Lw W 11 EASEMENT WATER SERVICE (TYP) r / 11 11 !. �. r 11 LENGTH OF THE ROADWAY AND SIDEWALK. , __ \ (3)12" GATE VALVES, & (1) 8" GATE VALVE rr nn _''. 2: I' -, T V �. WATER SERVICE (T. , / ° . ° o . "` ° 11 r.a --' : • p d . I. ° °d c I '` ° ° .0 a a i 1 ,. - -- 1 - -- - - -- - - �- __... _ ;� el _ i I { _ 1- - - -- _ -- - - - ^M' .� W 1-� f. • W W W W W W W M ® M � / LL 1 M y 1 1! ; '" i. W W`- W' . • I 1 .+ o. ' . . M' 1 '+ j, !! w: •W 13 +00' . . I�n 3 5 : 4 ,50: *11, 20 ACSA UTILITY W W . . • . . . . . 12+50 . . . . . r .11 �- . . . : . ' . ' . . . . . . 11+ o. . . . . ' i2 +0o ' . 1' EASEMENT I Q . , 10 +50 . . . . . . . . 10 +00 . . ;, a Iti' . ' ' . "?�'! . F"'1 ' 12 x8 TEE ;�,, . . • . I ; • ` 11 I 11 C N VALLEY :D RIVE 57 R/ .. .. .... .. , . • , . Q 1z TYPEA 1 -8 G.V. . GLE .i I :i � O , (3 1. BLOW -OFF •2 -12 G.V. . . - : N , - - - -- „ .. . 12 G.V. . . - I , 'I: . 1. i . y ...: � _ ^ ''. ", - U C) 1_ ° d ° . .__. d . ' ... NOTES: a _ . , b _. w -%L.�J 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR BLOCK 11 ROADS TO ANY ROAD EXISTING OR UNDER `; a • - o W NOTE: Tom, 8" CLASS 2 D.I. WATERLINE 1--11 . a N CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING - - 'I. 'o 5 - .. AN ADDITIONAL 12" WATERLINE SHALL BE INSTALLED SOUTH OF BLOCK ° ' : -- '" ° \ ; °0�'. 7;? " IN; � ' JOB NO. ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO W " . ' 11, ALONG GLEN VALLEY DRIVE. THE EXISTING 12" WATERLINE THAT RUNS l'z ? M GRAPHIC SCALE INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. , `. _ - 1 02009 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TOTHE SANITARY SEWER MANHOLES TO ENSURE THAT THROUGH BLOCKS 4 AND 11 SHALL BE PLUGGED JUST NORTH OF THIS fit% I 20 0 10 20 40 - -_ 80 FUTURE CONNECTION. THE FUTURE WATERLINE SHALL BE INSTALLED NOTE: SCALE MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. ACROSS OLD TRAIL DRIVE AT THE TIME OF THE CONSTRUCTION OF THE DUE TO INCREASED INFORMATION RELATED TO CORROSION IN " °y,;` ' �� 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS PARKING LOTS ALLEYS MANHOLE ` � INTERSECTION OF GLEN VALLEY DRIVE AND OLD TRAIL DRIVE. THE 12" THE CROZET AREA ALL DUCTILE IRON PIPES WILL NEED TO BE - ` . Z =2O Y: 211 y:: i A TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, (DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING ., WATERLINE WILL BE ROUTED THROUGH FUTURE BLOCKS 5 & 20 AND WRAPPED WITH POLYETHYLENE ENCASEMENT OR SOILS MUST ( IN FEET) _ ' FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE CONNECT TO THE EXISTING 12" WATERLINE ALONG GOLF DRIVE. ' BE TESTED TO DETERMINE THE NEED,. i._inch = 20 ft. SHEET NO. 11 • / POSITIVE DRAINAGE,AND PROPER ELEVATIONS FOR CONSTRUCTION. FUTURE DEVELOPM ENT I ` �'I - -' -- ... _ ,- S 11 -- - _ _ �q � � I I- - . _,- - __._.. _. - -111, . -- . - -- ------ ..._ ............. - .........- _______._ ...._... __�_.....___.. _ __..._...._--- .....__._._....__ __._.._. ____ _x - ........... ..___,. - - _ _ _ __ _.... - _- _ - -_ _ ......... - - -- - - - -- __... _.. - 1 - _6. fie,:,,':. '1= �.w,.... .,' .c, - 1 THERE ARE NO IMPACTS TO CRITICAL SLOPES WITH THIS PROJECT r" TI .' 2. THERE IS (1) RETAINING WALL PROPOSED WITH THIS PROJECT IN FRONT OF UNITS 12 -1 ! ,; I I '= UPLAND DRIVE - 5 / ` ` o`'' - 3. THE PROPOSED DEVELOPMENT IS LOCATED OUTSIDE THE loo YEAR FLOODPLAIN. I ! i T ad , 2 g ° t. n 3 690.60 EP I _ � I i i ! - t fi Mfr �x �h x a 690.93 TC O __.__...._......._ - , -_. .:r ;� 690.00 EP _ _ --- _______....... _ ._._ _.__. -_ - -- ___�_. - --- - --�__ _ _._. -. --- -_._._.__ 690.33 T / - _._. "__ ___ ......._.___ _._ _..,. -____, ,,--- _,,.- _____,,,,,,_,,, _ �__ __,__._._.__________,___._ -.___ __- _. __..- __- ._..._,-___ ___._._____-- _ - -- _,1 - 1..�1, 690.55 EP •-, -___ _.._, -- -- - __.__ - - -- - ....... 90.88 TG __ _ _.._.- .._._____w __ ___.____._._ ________._.._____- ___.......... ___. . . r......- ,,,- __„___.,,.._ .____.,____,.___,_______,_._..- ___ �.__= ............. ......___--- ...._......._._____ __....... - -- .____------.__.._....______..._..._._._.-- f f _.___.. : _... ..- ,..... - - -- ._._ _ -- _�- ----- ....... - - -- z_......... ' ' - - - -- - -.. �_ _._.... - n,._ s - w :, I 690 -52 ER y� - 11 � ° 0 ° -- -_- .. 0.85 T _ \ _ _ v a a 69C - . a �, � 6v , 1 O E f ;r z.. 690.80 EP ° � ° jf ad=e °. - ti -. _ _ .. _ _._. ---_� X s r a f v 690.50 EP n - _ �. , . ;.. ; a 90 83 TC / . _ a . ,, ; J / / 691,30 TC 691.20 EP , ( - - .. - - (i v i, ` � 0 691.70 TC ` __......- - - - _ ;� ._ _._.. _.. _. �' %' -: -. 691.09 EP _ ;_- f' f1 . I ( ° I ( 9p,` I o 691,59 TC 692 / t -..._ _ __ -- - - _ 91.61 EP 11 FFE 691.67 W .__ w. 'ii, - - - j i w _.___:�,- _ s a - 689.60X P_ - 6 1 T . . a 7 %' 690.6 691.33 EP 3r�.'.:' j� C r_n 92.1 C _ _ : , ;,,rs� 1 „ v I , ;: -690.42 EP . . a. 690.7.5 TC ' 8 i t ,: a it :; �, % � rn 1 3 11 ' . ; ; I ii �l I I . . . . I ? 1 2 4 5 .• }� L 1' , • ` 3 is , ; --� ' �- FFE - 693.33 FFE - 694.33 FFE - 695.0 FFE - 693.67 FFE - 693.0 I' . ' . f I rn' rn� FFE - 693.0 FFE - 692.33 °; . I ° , : r . d. • ° FFE - 691.0 .: �: r' . . • . . p 'I ' 2I.j °: 690.2 P D,'' 693.0 694.0 693.33 692.67 j 11 r /, ' 1 : ... . 690.67 EP -�.- 1 694.67 ' 692.0 ; 11 ,i 'I - -' / /�J \/ .I: - ' : _.'I �• 692.67 ; a 'I .. I : , . <: _, r :' ?: 688.40 J C I �. 69201TC ' ' i� rn VDOT STD. DI -2B (L =4) 1 +' . . r 690 59 EP I ,I 6 r i j 691.09 TC I t • I is : ° 1. ' I i ; !' Q - - -, ... _ ".. _.. .._ ...... ._._. ._ ...... ...... __ . _ ._. _ __ - _._ . r :i i : �� F . I. id i . _, _ FFE - 690.33 g0 . � „ ; r I 12 , t g, i + f: .11 ti I , ! I 690.OEP 0.8�%% • ° GAR. FFE - GAR. FFE - GAR. FFE - GAR. FFE - a.5% GAR. FFE = _.__GAR, FFE - 11 a° \ � :.. 689.8 P. 4.251 GAR. FFE - 1 I 2 5 _ _ _,_ 1 691.83 a% 692.83 3.5%I 693.50 1% 692.67 z %j 691.50 1__ 691.0 4% ! _' \ , ' ; a - 1 I 690.33 89. fP F:: 1 I �!1 1 y.: i.11 a 1 ' . . ,, 687.47 . ' .,, -_,.. 690.2 C, 1 :: ; •: - ._ I / __ !. ; - - ; 'i 689.75 EP - 691.50 EP - -`... 692:53 EP ....- _.. - -. __`. 691.13 EP P �Q ! / r `' ,•.. 11 ;:: �- O' 690.25 TC -- - .._. - " 693T3 -EP ".`" ^ 3 EP 690.0 EP 12A v `��+ 692.3 690.33E ,P r -... -; _ I 4.s � : f ;( - - D - 20 I VDOT TD f I sass 4 EP PR VATE . . S D1 2B L 4 a° 2 1 , i FFE - 689.67 Tc 9 , F 1 s9o. I a : 0 DRAINAGE : 8' _... ..' 0.5 /° 3.3 % 0 4:3 °!° o : . $ 68 .23 EP 4.11 .2,9/0 3.l % : 5 k d : I ,i" 689.33 EP '-= : ' : ' r 690.12 EP CC ++ . . . I I i :j . 1 1: �: �:' EASEMENT :sss.zoE : I ° 690.62 TC 689.70 _ 689. a 7 EP . .: - - 24 ' y � . :. 689.98 TC. , I . ' "i li i! s .. 68s.so . I . p v 4 1 � \ � - a . I I; . . :: _ e P O � f t P i . . )9 1. 691.78 C 692.867 691.7!S,EP 690.29 EP 690,.27 C 689.43 EP 689,76 C 9A6EP,' 1Z6 r; O i i F i 690.67 EP 5 EP . --- i 691.8 { W H '_;F - - - w : -- vv vv w vu iy . T I _LI2 _ T _ �f . a� . - . _ _ 10. 00 . . 10 +50 . •,;�9 . o 12 +00 12.5 • 13 i VARIA WI. 12c ,f LE WIDTH: 0 I - ,.. - +- o - ! VDOT STD. D i o a,' 1 +5 0 I O - +, . • . . , . o PRIVATE TRAVELW 1 0. / 13+ Q. ; . , - , ° 3 . . _ o� S- - S Al 1 r I �.. . , . . ' 688:70 E 688.75 EF rf I ! -- /� . 689.20 T 689.12 TC `4 4 x `:. ° a _"- __ ; : ' 692.10 EP i 0 ,; - FFE - 688.67 >-, _ _ _ 692.60 TC . ' . 698 90 EP ' , / ! I ' ; I, a �� - 688.63 TC I w. \ I 1-1 i r "{ '. 685.11x 2.5% _., ..._ J st9O 689.48 EP - - , - / � i r 1, 688.34 EP ' : 987. o EP 29 VDOT STD. DI- B L =6' 691.21 EP. 689.98 TC VDOT STD. DI 3C (L -8) . 23 "�"i ° 28 / `668.32 EP g89 72 EP 3 ( ) FFE - 692. 99171 Tc . ' % /�/ 688.82 TC 690.22 TC i7t ° , " a I / 690.30 EP 12D I € s� sso.eoTC / 20' PRIVATE, ' 11 � - f % 20' PRIVATE 3 I o'' I / --- ° 898.17' EP' . DRAINAGE J DRAINAGE sBesoTC' I I I !• VDOTSTD DI -3A � . I. I 8970 EP EASEMENT . 8 �TH0 f 0 1�Gl SCOTT R. COLLINS� ) Lic. No. 035791,E 10 -P, �s s NAL w4 r E �1� 0 ®/ C 1'""- O O C LJ1 0 (n ¢ ¢ C J 0 a a € u m U) �- o o ff 0% Lu Z N V) i .-. '-, L tea- � c L u F c [V N fV fV W -4 -4 -4 -4 H 0\O _ O Z�. 0o0 a, O O sassz EP... , EASEMENT -- - s / FFE 690 67 O I I ; I 9 �� 90.20TC - 1 .,� . - -,. ._-.-_. 4,4._..._..- _. j ' a I 686.33 EP 8% a _ + ° J i i; -\ 2 �� 686. ' EP 687.42 TC 6 . i : 1 F FFE - 690 67 W M1i;.}� . -T- a 28 z -�� . M6� _ FFE - 686.67 0 o _ I - W. to p . .. �n ALL GRADING AND EARTHWORK SHALL BE . I sa3.k'1 FE - 687.67 + . GRAPHIC SCALE W < 31 W F j �, o : COMPACTED @ 95% COMPACTION AND TESTED, -- Z u_ a' m ,; ; ° Y THE ONSITE _ _ J 20 0 10 20 40 80 > .. 1. I I ,: .,_ ,._ 35' . - a . o .. . - 688 - W ~ G O TECHNICAL ENGINEER B }, .V, / . . �'. , . _ M R/W -R/W I 1.3 %: 684 10 EP - �' J ' ;l : i ' ° 684.33 EP , : , �� j j „ 6' I FFE - 688.67 O { I % Q Q 688 '"' ,t ( IN FEET) C'7 li 4 i 1 `' ' 30 FFE - 684.67 683.9.E EP : . ' : . . W i. _- °682.17 684.4'1 TC . • wJ E 685.67 . = W ;' 1 inch = 20 ft. ,. N � 1, % F o , F /C -FC I __ -, 1 :987.85 ER ` w ` U : ' I 688.35 TC a' J • 1 32 I i � i I I: ss4 YD2 �s - m . , �'I ep- ,- nn' -- CO °' 2 682.90 EP I: nl v 7 : 9 i , -_, .., „_ I' I 26 ] 683.40 TC 681.88 EP 20' PRIVATE 686.12 EP U' -- '-' I I: ;. -- • '0.6 %. . . FFE - 688.33 4' _. _.._ . � s E /P -EP ° I 682.33 EP : .=�.-. . 682 EP . I 682.38 C 686.62 TC f 9 - _ �$6 ' _. ._. _.. ,. _ - I; ; 2.0 1 - r o I I 11 �.• . .. - AS EM NT ea sore . . - D 684 �% __. FFE - 682.67. .. • . • e . 681,0 - - • -- -- - `CN 6 T N ... o j „.. DS YARD INLET - z "GRATE . o • a i • ;I 4 a I 1 I �I , A 4 WHEATFIE�D: P. CE _ � r I` i I vDOT sT�. DI -3B (L -12) . 23 . PRIVATE TRAVE AY - i IN a 20' PRIVATE : YDl . . I -' saaso EP I r- . I j' b ! N m 1. jyi, i 1 ° DRAINAGE 10 0�i 2 el seTC10 1.1 +.00 . ��_ ssa.asTC ; �tl 2 .- . Du -- :; ° EASEMENT sez.ao P . ' . ss3.28P ' - 688.13P ! : s�� a �- > 682. TC 683.34 TC :... _ 684.21 TC - 1 LL . _ I * ,. ,". _ . ._.. ___ _„_. __. 681.60 P . . _.. `- , . , 5% - \ F i- 1 J z i Zm}(683.65 4.25 EP `. / ° . _ _. Cn • I - -- •__.._..- 1 8% ' 681.12 - 68 .0 TB I B% 679 49 EP 4° 681'. 7 TB 3 0. TC 8' 83 EP 680.32 EP 1 • 6 4.75 `�- _ 1 fi79 1 680.3 B f t 3 . .'. 3 :.r . I :i I {€ 680.82 TC 2.2 /o . ' : " • 6!33.68 EP ti / y: , 1 i a FFE 680.33 26 �ss133 -- sea -eP 684 EP 36 \ LL E 17s.ia X i / \ "� i , ! i . . . ' . - 83.5 ° , \ X 6 J g • 682.32 . 6 10 FF MATCHLINE SEE THIS S T E 86 ' 6 00 `; I 20 PRIVATE PRIVATE DRAINAGE SYSTEM 1 0 / i. ILO - • \ F- - (� i I€ ` ` 679.15E DRAINAGE VDOT STD. DI -3B (L =1o) 684 - . • : + . °' I F VDOT STD. DI -3A � W/ 16 PRIVATE EASEMENT . . ,• 'N - / \ *``` �_ Q s7sssrc EASEMENT ` 4 ,' , I .M _ f / t O F-�- -1 , 6°ra.54X. I . . l E -t'. �, 678.5 EP 6.6 /0 4i 1 %I 10� , I ° 7 I , 7 °' �• 678.38 EP I 1 1% / t L I I 18 t +'. 186 f 1 ,.4 i I : : ' \..5 ► _ - _ T . . / o° ` I '1 . , t r I I / ; `�, \1�.4 ILL : FFE 679 0 -- - -.. _, ,__ ._- . -- ,.,,, -... - t s J 9 I' 1 678.14 EP W I --- t I ! f / f / In i; �w ° w , 678.64 T E li ° 7s.zo P - .., - - - -- -�J� DRAINAGE NAGE 6 U 0 682 20 EP f „ 25 �8 78.70 TC 678.60 EP 682.67 682.70 TC 81.80 - - _.. ._ ..._ .._ _.. - ` / _ - 6 .33 684.0 6 a 1 72 / j I 679.10TC 682.30TC 20' PRIVATE 6� . ( EASEMENT \ _' -- . i1 , I' - 1.8 °k; 6T .55 EP - 684.0 " .. - - - - -- - - -_l_. I 1 i I' ° ♦. i / 677.83 EP -:_` - DRAINAGE - j I. s " 661\ f is ' ._. -- _ 1 `'t, , 1 i i s " . -,'... w � \ ,', _ _,,, -:,. -� EASEMENT I - ,. . "- .._ -1 72, (D - - -. / , a FFE 678.33 -- , - - -- ..........._._..... _... _ _......._..__..... . .__ ...... - . . - ... f X -- 676. x ,- ... _. ,7 ... _. _ . Z • - - - -- _-_�_. ,.. , . ".,... ------ ....... W �J -- _ . �± _. _ T 677.1 P t O �. _ _.__- t; 1 T 97799 - TEMPORARY 24 CMP _ `T ry . :: : P 677.4 P 678.00 EP , : a : :i _ _ - s 7ss c OUTFAL PIPE. _'° . . .'. 7 678.507 1 4 5 1 13 12 _ 9 _ _ :r �` p . ° _„ ,,.._ - '_:.: ' . ' FFE - 683.67 _._ ._ ._.. __ - I .°o a • ` _ . : :: a _.. .- _ _ �. i - - ._._ _ - I,I i o 6 - isv _.. ..:. , : _' __ _. _..._...._ FFE - 683.0 - FFE - 684.33 - -... _ ,.._ ._ ......- + ,....__ ... f �„ 7.97 . �. - - - FFE 684.33 - _....__ ..... _ ..._ M . a 677.17 EP . - ►. FFE .67 ,(q , y" - ' ' : : . . . 681 18A . _ C .. ,._. . _. F r I a VDOT STD. DI -3C (L -4) s7a.o Bw O i 8B $ / LL n ; O _ T . �-- s793oX FFE - 677.67 678.5 TW O 681.33 682.67 683.67 684.0 - + I ° {5,1 � - W \ 11 I 11 k_��_ nI 682 j , VDOT STD. ES -1 W/ I w w ; a\ O - VDOT STD. DI -2 (L =10') BAyy a VDOT STD. DI-213 (L -12) VDOT CLASS II RIPRAP rn rn B N 2 B 676 7 .00 EP 68 .33 1.17 682 O L.L. L ° ' 676. O EP - - \ -: -'' 1. .,_. _{ ,._ ' , , , O) % �'/ / !: I i, 67 .50 TC s o o s 1 o s82.o I �': ' . _� 20 PUBLIC L =16 , W =8 , D =2 W/ rn o oI / 11 I I ; 677.10 TC _ - - - sHO 679:85 EP, GO �/� % j 11 i a \ ' J117 6�77 0 680:18TC, 679.68 EP DRAINAGE GEO- TEXTILE FABRIC ,. V1 - 673 -61 TIC VDOT STD. DI -2B (L =12) - - - - s s78.o Bw 678.5 BW s78.o BW i ; it 73.28 E/P i ce,.- 673.0 BW 674.013 674.2 BW 675.2 BW 675.5 BW 680676,7 BW 679 ,5 TW 679,5 679.0 TW - -- 680.01 TC \� EASEMENT U / ; I ,. s7s.5Tw s7s.5Tw _ NDERLAYMENT j a . 679.5 TW 679.5 TW 679.5 TW 677.8 TW - ' ," - -• i / < 226 VDOT STD. DI-2B (L =8) 20iA 67 : ' : : I J ( . 11 r .: o 674.0 EI �`` a P .i' •!! . _ 21 _ - =��l '.x, a _ X ° ° a v ° , o "° " "iL'*;:. 678.45 E ' . €,,,. , k >. d a 3 ' : 676.8 a . a 678.0 VDOT STD. DI -2C L =6 16B - I & I 67 .97'jIC . o <. 72.76 T/C a - '6p74.0 . 675. a ° ' p ° ( - ) s ? i' I, $?, << "'4R;'.'. ;7 1 / W F"�i 61 ! SS �' ° 672.73 6 a a I a d ° 678.78 TC . ° _ i ! , ` -. % ' :!` i "" a � =i 672;64 P a 672.43 /P ° a . � , , ° r � . i .,'.�, °. 120' REQUIRED TO RANSITION FROM 67320 TIC 672.85 TIC. -- 672.77 TIC 672.73 TIC 672'83T/C 672.95 TIC 673.15T/C VDOT STD. DI -26 L= ' - , i ' . . x PROPOSED WALL ( 4) - 6 ?' I /�/ SUPERELEVAT PAVEMENT TO A ( :I' t 672.87 UP 672.52 E/P 672.44 EIP 672.40 E/P 672;50E/P 672.62E/P 672.82E1P i : � ,,, / II LJ.. 2A 19 I . 678.66 7C o a' a - 678 % f /o CROSS SLOPE C. ' W \. . . .. / I 1--1 . . N . ��pND 120' NORTHERNW_ y' _ �Sf ' >,11j Al 1% +'/� : 67f6.97 EP / __ '" -- ifil -' - . W -- W. -- -3°._' o - 22 -o' 2� , lam' CROSS SECTION I i I -+ -^-- N . - 67707 ECM + I 1 LP ' -- -- - a W N . TRANSITION AT. STA. 11 +33 18 1] 6 ,3 T ' N V N. o DO DI-213 7 L 6TCI - _. M O Q 672.74 C/L r "'. a • e +" 12 +00 12 +50 13 +00 . 1.3 50: 67g I . �, . V T STD ( ) ' : ". _.. .- ; I O ';i' 2 •672.34 C /L' 672.26 C/L 672.22 CIL 672. IL 72.26 C1L 672.34 C/L, 672 45 GL 672.60C 672.SOC/L 673.10 CIL '1 1 5O _ __ / 10 +00 672 61 cn s7z:as c . . I " -� -{ ' . 16A :+ �, _ 14 +505 / / / N / ;F 1 - � �_ . 622.22 c/L 11 +00 . VDOT STD. DI -2B L= ' 14 . : 1.4 +00 ::, VDOT STD. DI-2B IL= ' ' . . . . ' ) . . . . . . . . ( 4) . . ( 4) . ' / BEGINCRDSSSECTiON w !� vDOT STD. Dl -2c (L =4) LEN VALLEY DRIVE I A, w ,! A _ . . - , 61 16 677.05 EP . 76.85 EP ' TRANSITIONS AT ST ; m d o ,. VDOT STD . CD -2 TYP. VD T TD = • t ' / LLJ N , h 6 ,/ Q F- 10 +13 ( ) 57' BLIC RIGHT,OF -WAY o S DI -2C (L 4') 11 677.38 TC, - '877.30 EP.' ' 87/7.18 TC ,I..; A ' ' : 10f50 24 672 VDOT STD. DI -2C (L =6') . ' . 1 676.63TC . : . 677.09 EP ;, / r / ' ' p i , 677.42 TC I a ti „ o 6.55 TO �� ' 11 I F-1-4 7 P( I _ .... _ 676.8 42 EP 5 I � sis � �� 6 '� tu i , ' i w - :, END 50' SOUTHERN CK - _ - ,� { r `e 'r- r 672.21 T/C 672.27 TIC "-' -- ` !' 676.75 TC IJ SECTION TRANSITION AT O O LLJ 1 : s7z.o1 T/c NOTE: CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE I I / m (n _ /' I i'' _ � - 671.88 ElP 671.94 E/P STA. 10 +63 -- v r` ,i r ; r, 671.78 E/P a NOTE: CONTRACTOR SHALL PROVIDE ENGINEER ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS ° `` °} � ' , I ' °' - j 3 I j ', ; 72.19 T/C ° 7245 TIC c TI OA ,.i• :; ' I: , - . Q NOTE: ALL DISTURBED AREA FROM THIS PROJECT SHALL BE SURVEY WORKSHEETS OF ALL ROADWAYS PARKING 13 •= °° 4 6' -'" } rI' ]oB rvo. ;,,i ;k•.: ;, 671.86,EIP ° 6T1�2 E/P ° AND /OR CURB AND GUTTER, AND THE PROPOSED ROADS, CURB & \ I r CO ( I;I,:1 ; .r i e>o.,,'. _. ' ' - -- " STABILIZED AS PART OF THE SCOPE OF THE PROJECT. LOTS ALLEYS, MANHOLE TOPS AND DRAINAGE ! � • -- ° "` 3 -5. _. f: c. -,'; GUTTER. CONTRACTOR SHALL ALSO CONTACT ENGINEER TO 675.7aEP.'' 02009 26.07 . , ;E 50 REQUIRED TO TRANSITION FROM STABILIZATION TO INCLUDE RE- SPREADING 2 -4 OF TOPSOIL STRUCTURES PRIOR TO INSTALLATION OF CURBING, INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS PRIOR 6 1� / 11 i \ mr' ' j u' 671.88T(C SUPERELEVATED PAVEMENT TO A OVER GRADED AND DISTURBED AREAS AND SEEDING AND DRAINAGE OR UTILITIES TO COLLINS ENGINEERING FOR ' .6 \ JI / 11 , F I / ,; TO ANY CONCRETE OR PAVEMENT BEING PLACED. / / . " SCALE ° 671.55 E(R p O ' ;.:',; 2lo CROSS SLOPE STRAWING TO ESTABLISH A GRASS STABILIZED AREA. REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. a ;:.o / = ' ; TEMPORARY 24" CMP - f,'..- j ►� _ 20 CONTRACTOR IS RESPONSIBLE FOR THE STABILIZATION OF COLLINS ENGINEERING SHALL VERIFY ALL SURVEY J / I' "I NOTE: CONTRACTOR TO REMOVE EXISTING INLET I / S WITH THE OUTFALL PIP / THIS AREA UNLESS DISTURBANCE BEGIN SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER 67557E t! \ AND ABANDON PIPE UNDER ROAD IN ACCORDANCE E' _i 2 s7ssoTC "1- ';`f WITH VDOT STANDARDS AND REQUIREMENTS CONSTRUCTION OF THE BUILDING UNITS. ELEVATIONS FOR CONSTRUCTION. -/ ' _ ' ' /''` ;,`{ :';:- SHEET NO. VDOT STD. DI -2B (L -4) /- / M TC LI - EE HI SH ET 6 In E En z z z Z W W W W J � � � � F~- 0 0 0 0 ' C i� F CL [V N fV fV W -4 -4 -4 -4 H 0\O _ O Z�. 0o0 a, O O sassz EP... , EASEMENT -- - s / FFE 690 67 O I I ; I 9 �� 90.20TC - 1 .,� . - -,. ._-.-_. 4,4._..._..- _. j ' a I 686.33 EP 8% a _ + ° J i i; -\ 2 �� 686. ' EP 687.42 TC 6 . i : 1 F FFE - 690 67 W M1i;.}� . -T- a 28 z -�� . M6� _ FFE - 686.67 0 o _ I - W. to p . .. �n ALL GRADING AND EARTHWORK SHALL BE . I sa3.k'1 FE - 687.67 + . GRAPHIC SCALE W < 31 W F j �, o : COMPACTED @ 95% COMPACTION AND TESTED, -- Z u_ a' m ,; ; ° Y THE ONSITE _ _ J 20 0 10 20 40 80 > .. 1. I I ,: .,_ ,._ 35' . - a . o .. . - 688 - W ~ G O TECHNICAL ENGINEER B }, .V, / . . �'. , . _ M R/W -R/W I 1.3 %: 684 10 EP - �' J ' ;l : i ' ° 684.33 EP , : , �� j j „ 6' I FFE - 688.67 O { I % Q Q 688 '"' ,t ( IN FEET) C'7 li 4 i 1 `' ' 30 FFE - 684.67 683.9.E EP : . ' : . . W i. _- °682.17 684.4'1 TC . • wJ E 685.67 . = W ;' 1 inch = 20 ft. ,. N � 1, % F o , F /C -FC I __ -, 1 :987.85 ER ` w ` U : ' I 688.35 TC a' J • 1 32 I i � i I I: ss4 YD2 �s - m . , �'I ep- ,- nn' -- CO °' 2 682.90 EP I: nl v 7 : 9 i , -_, .., „_ I' I 26 ] 683.40 TC 681.88 EP 20' PRIVATE 686.12 EP U' -- '-' I I: ;. -- • '0.6 %. . . FFE - 688.33 4' _. _.._ . � s E /P -EP ° I 682.33 EP : .=�.-. . 682 EP . I 682.38 C 686.62 TC f 9 - _ �$6 ' _. ._. _.. ,. _ - I; ; 2.0 1 - r o I I 11 �.• . .. - AS EM NT ea sore . . - D 684 �% __. FFE - 682.67. .. • . • e . 681,0 - - • -- -- - `CN 6 T N ... o j „.. DS YARD INLET - z "GRATE . o • a i • ;I 4 a I 1 I �I , A 4 WHEATFIE�D: P. CE _ � r I` i I vDOT sT�. DI -3B (L -12) . 23 . PRIVATE TRAVE AY - i IN a 20' PRIVATE : YDl . . I -' saaso EP I r- . I j' b ! N m 1. jyi, i 1 ° DRAINAGE 10 0�i 2 el seTC10 1.1 +.00 . ��_ ssa.asTC ; �tl 2 .- . Du -- :; ° EASEMENT sez.ao P . ' . ss3.28P ' - 688.13P ! : s�� a �- > 682. TC 683.34 TC :... _ 684.21 TC - 1 LL . _ I * ,. ,". _ . ._.. ___ _„_. __. 681.60 P . . _.. `- , . , 5% - \ F i- 1 J z i Zm}(683.65 4.25 EP `. / ° . _ _. Cn • I - -- •__.._..- 1 8% ' 681.12 - 68 .0 TB I B% 679 49 EP 4° 681'. 7 TB 3 0. TC 8' 83 EP 680.32 EP 1 • 6 4.75 `�- _ 1 fi79 1 680.3 B f t 3 . .'. 3 :.r . I :i I {€ 680.82 TC 2.2 /o . ' : " • 6!33.68 EP ti / y: , 1 i a FFE 680.33 26 �ss133 -- sea -eP 684 EP 36 \ LL E 17s.ia X i / \ "� i , ! i . . . ' . - 83.5 ° , \ X 6 J g • 682.32 . 6 10 FF MATCHLINE SEE THIS S T E 86 ' 6 00 `; I 20 PRIVATE PRIVATE DRAINAGE SYSTEM 1 0 / i. ILO - • \ F- - (� i I€ ` ` 679.15E DRAINAGE VDOT STD. DI -3B (L =1o) 684 - . • : + . °' I F VDOT STD. DI -3A � W/ 16 PRIVATE EASEMENT . . ,• 'N - / \ *``` �_ Q s7sssrc EASEMENT ` 4 ,' , I .M _ f / t O F-�- -1 , 6°ra.54X. I . . l E -t'. �, 678.5 EP 6.6 /0 4i 1 %I 10� , I ° 7 I , 7 °' �• 678.38 EP I 1 1% / t L I I 18 t +'. 186 f 1 ,.4 i I : : ' \..5 ► _ - _ T . . / o° ` I '1 . , t r I I / ; `�, \1�.4 ILL : FFE 679 0 -- - -.. _, ,__ ._- . -- ,.,,, -... - t s J 9 I' 1 678.14 EP W I --- t I ! f / f / In i; �w ° w , 678.64 T E li ° 7s.zo P - .., - - - -- -�J� DRAINAGE NAGE 6 U 0 682 20 EP f „ 25 �8 78.70 TC 678.60 EP 682.67 682.70 TC 81.80 - - _.. ._ ..._ .._ _.. - ` / _ - 6 .33 684.0 6 a 1 72 / j I 679.10TC 682.30TC 20' PRIVATE 6� . ( EASEMENT \ _' -- . i1 , I' - 1.8 °k; 6T .55 EP - 684.0 " .. - - - - -- - - -_l_. I 1 i I' ° ♦. i / 677.83 EP -:_` - DRAINAGE - j I. s " 661\ f is ' ._. -- _ 1 `'t, , 1 i i s " . -,'... w � \ ,', _ _,,, -:,. -� EASEMENT I - ,. . "- .._ -1 72, (D - - -. / , a FFE 678.33 -- , - - -- ..........._._..... _... _ _......._..__..... . .__ ...... - . . - ... f X -- 676. x ,- ... _. ,7 ... _. _ . Z • - - - -- _-_�_. ,.. , . ".,... ------ ....... W �J -- _ . �± _. _ T 677.1 P t O �. _ _.__- t; 1 T 97799 - TEMPORARY 24 CMP _ `T ry . :: : P 677.4 P 678.00 EP , : a : :i _ _ - s 7ss c OUTFAL PIPE. _'° . . .'. 7 678.507 1 4 5 1 13 12 _ 9 _ _ :r �` p . ° _„ ,,.._ - '_:.: ' . ' FFE - 683.67 _._ ._ ._.. __ - I .°o a • ` _ . : :: a _.. .- _ _ �. i - - ._._ _ - I,I i o 6 - isv _.. ..:. , : _' __ _. _..._...._ FFE - 683.0 - FFE - 684.33 - -... _ ,.._ ._ ......- + ,....__ ... f �„ 7.97 . �. - - - FFE 684.33 - _....__ ..... _ ..._ M . a 677.17 EP . - ►. FFE .67 ,(q , y" - ' ' : : . . . 681 18A . _ C .. ,._. . _. F r I a VDOT STD. DI -3C (L -4) s7a.o Bw O i 8B $ / LL n ; O _ T . �-- s793oX FFE - 677.67 678.5 TW O 681.33 682.67 683.67 684.0 - + I ° {5,1 � - W \ 11 I 11 k_��_ nI 682 j , VDOT STD. ES -1 W/ I w w ; a\ O - VDOT STD. DI -2 (L =10') BAyy a VDOT STD. DI-213 (L -12) VDOT CLASS II RIPRAP rn rn B N 2 B 676 7 .00 EP 68 .33 1.17 682 O L.L. L ° ' 676. O EP - - \ -: -'' 1. .,_. _{ ,._ ' , , , O) % �'/ / !: I i, 67 .50 TC s o o s 1 o s82.o I �': ' . _� 20 PUBLIC L =16 , W =8 , D =2 W/ rn o oI / 11 I I ; 677.10 TC _ - - - sHO 679:85 EP, GO �/� % j 11 i a \ ' J117 6�77 0 680:18TC, 679.68 EP DRAINAGE GEO- TEXTILE FABRIC ,. V1 - 673 -61 TIC VDOT STD. DI -2B (L =12) - - - - s s78.o Bw 678.5 BW s78.o BW i ; it 73.28 E/P i ce,.- 673.0 BW 674.013 674.2 BW 675.2 BW 675.5 BW 680676,7 BW 679 ,5 TW 679,5 679.0 TW - -- 680.01 TC \� EASEMENT U / ; I ,. s7s.5Tw s7s.5Tw _ NDERLAYMENT j a . 679.5 TW 679.5 TW 679.5 TW 677.8 TW - ' ," - -• i / < 226 VDOT STD. DI-2B (L =8) 20iA 67 : ' : : I J ( . 11 r .: o 674.0 EI �`` a P .i' •!! . _ 21 _ - =��l '.x, a _ X ° ° a v ° , o "° " "iL'*;:. 678.45 E ' . €,,,. , k >. d a 3 ' : 676.8 a . a 678.0 VDOT STD. DI -2C L =6 16B - I & I 67 .97'jIC . o <. 72.76 T/C a - '6p74.0 . 675. a ° ' p ° ( - ) s ? i' I, $?, << "'4R;'.'. ;7 1 / W F"�i 61 ! SS �' ° 672.73 6 a a I a d ° 678.78 TC . ° _ i ! , ` -. % ' :!` i "" a � =i 672;64 P a 672.43 /P ° a . � , , ° r � . i .,'.�, °. 120' REQUIRED TO RANSITION FROM 67320 TIC 672.85 TIC. -- 672.77 TIC 672.73 TIC 672'83T/C 672.95 TIC 673.15T/C VDOT STD. DI -26 L= ' - , i ' . . x PROPOSED WALL ( 4) - 6 ?' I /�/ SUPERELEVAT PAVEMENT TO A ( :I' t 672.87 UP 672.52 E/P 672.44 EIP 672.40 E/P 672;50E/P 672.62E/P 672.82E1P i : � ,,, / II LJ.. 2A 19 I . 678.66 7C o a' a - 678 % f /o CROSS SLOPE C. ' W \. . . .. / I 1--1 . . N . ��pND 120' NORTHERNW_ y' _ �Sf ' >,11j Al 1% +'/� : 67f6.97 EP / __ '" -- ifil -' - . W -- W. -- -3°._' o - 22 -o' 2� , lam' CROSS SECTION I i I -+ -^-- N . - 67707 ECM + I 1 LP ' -- -- - a W N . TRANSITION AT. STA. 11 +33 18 1] 6 ,3 T ' N V N. o DO DI-213 7 L 6TCI - _. M O Q 672.74 C/L r "'. a • e +" 12 +00 12 +50 13 +00 . 1.3 50: 67g I . �, . V T STD ( ) ' : ". _.. .- ; I O ';i' 2 •672.34 C /L' 672.26 C/L 672.22 CIL 672. IL 72.26 C1L 672.34 C/L, 672 45 GL 672.60C 672.SOC/L 673.10 CIL '1 1 5O _ __ / 10 +00 672 61 cn s7z:as c . . I " -� -{ ' . 16A :+ �, _ 14 +505 / / / N / ;F 1 - � �_ . 622.22 c/L 11 +00 . VDOT STD. DI -2B L= ' 14 . : 1.4 +00 ::, VDOT STD. DI-2B IL= ' ' . . . . ' ) . . . . . . . . ( 4) . . ( 4) . ' / BEGINCRDSSSECTiON w !� vDOT STD. Dl -2c (L =4) LEN VALLEY DRIVE I A, w ,! A _ . . - , 61 16 677.05 EP . 76.85 EP ' TRANSITIONS AT ST ; m d o ,. VDOT STD . CD -2 TYP. VD T TD = • t ' / LLJ N , h 6 ,/ Q F- 10 +13 ( ) 57' BLIC RIGHT,OF -WAY o S DI -2C (L 4') 11 677.38 TC, - '877.30 EP.' ' 87/7.18 TC ,I..; A ' ' : 10f50 24 672 VDOT STD. DI -2C (L =6') . ' . 1 676.63TC . : . 677.09 EP ;, / r / ' ' p i , 677.42 TC I a ti „ o 6.55 TO �� ' 11 I F-1-4 7 P( I _ .... _ 676.8 42 EP 5 I � sis � �� 6 '� tu i , ' i w - :, END 50' SOUTHERN CK - _ - ,� { r `e 'r- r 672.21 T/C 672.27 TIC "-' -- ` !' 676.75 TC IJ SECTION TRANSITION AT O O LLJ 1 : s7z.o1 T/c NOTE: CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE I I / m (n _ /' I i'' _ � - 671.88 ElP 671.94 E/P STA. 10 +63 -- v r` ,i r ; r, 671.78 E/P a NOTE: CONTRACTOR SHALL PROVIDE ENGINEER ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS ° `` °} � ' , I ' °' - j 3 I j ', ; 72.19 T/C ° 7245 TIC c TI OA ,.i• :; ' I: , - . Q NOTE: ALL DISTURBED AREA FROM THIS PROJECT SHALL BE SURVEY WORKSHEETS OF ALL ROADWAYS PARKING 13 •= °° 4 6' -'" } rI' ]oB rvo. ;,,i ;k•.: ;, 671.86,EIP ° 6T1�2 E/P ° AND /OR CURB AND GUTTER, AND THE PROPOSED ROADS, CURB & \ I r CO ( I;I,:1 ; .r i e>o.,,'. _. ' ' - -- " STABILIZED AS PART OF THE SCOPE OF THE PROJECT. LOTS ALLEYS, MANHOLE TOPS AND DRAINAGE ! � • -- ° "` 3 -5. _. f: c. -,'; GUTTER. CONTRACTOR SHALL ALSO CONTACT ENGINEER TO 675.7aEP.'' 02009 26.07 . , ;E 50 REQUIRED TO TRANSITION FROM STABILIZATION TO INCLUDE RE- SPREADING 2 -4 OF TOPSOIL STRUCTURES PRIOR TO INSTALLATION OF CURBING, INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS PRIOR 6 1� / 11 i \ mr' ' j u' 671.88T(C SUPERELEVATED PAVEMENT TO A OVER GRADED AND DISTURBED AREAS AND SEEDING AND DRAINAGE OR UTILITIES TO COLLINS ENGINEERING FOR ' .6 \ JI / 11 , F I / ,; TO ANY CONCRETE OR PAVEMENT BEING PLACED. / / . " SCALE ° 671.55 E(R p O ' ;.:',; 2lo CROSS SLOPE STRAWING TO ESTABLISH A GRASS STABILIZED AREA. REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. a ;:.o / = ' ; TEMPORARY 24" CMP - f,'..- j ►� _ 20 CONTRACTOR IS RESPONSIBLE FOR THE STABILIZATION OF COLLINS ENGINEERING SHALL VERIFY ALL SURVEY J / I' "I NOTE: CONTRACTOR TO REMOVE EXISTING INLET I / S WITH THE OUTFALL PIP / THIS AREA UNLESS DISTURBANCE BEGIN SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER 67557E t! \ AND ABANDON PIPE UNDER ROAD IN ACCORDANCE E' _i 2 s7ssoTC "1- ';`f WITH VDOT STANDARDS AND REQUIREMENTS CONSTRUCTION OF THE BUILDING UNITS. ELEVATIONS FOR CONSTRUCTION. -/ ' _ ' ' /''` ;,`{ :';:- SHEET NO. VDOT STD. DI -2B (L -4) /- / M TC LI - EE HI SH ET 6 sassz EP... , EASEMENT -- - s / FFE 690 67 O I I ; I 9 �� 90.20TC - 1 .,� . - -,. ._-.-_. 4,4._..._..- _. j ' a I 686.33 EP 8% a _ + ° J i i; -\ 2 �� 686. ' EP 687.42 TC 6 . i : 1 F FFE - 690 67 W M1i;.}� . -T- a 28 z -�� . M6� _ FFE - 686.67 0 o _ I - W. to p . .. �n ALL GRADING AND EARTHWORK SHALL BE . I sa3.k'1 FE - 687.67 + . GRAPHIC SCALE W < 31 W F j �, o : COMPACTED @ 95% COMPACTION AND TESTED, -- Z u_ a' m ,; ; ° Y THE ONSITE _ _ J 20 0 10 20 40 80 > .. 1. I I ,: .,_ ,._ 35' . - a . o .. . - 688 - W ~ G O TECHNICAL ENGINEER B }, .V, / . . �'. , . _ M R/W -R/W I 1.3 %: 684 10 EP - �' J ' ;l : i ' ° 684.33 EP , : , �� j j „ 6' I FFE - 688.67 O { I % Q Q 688 '"' ,t ( IN FEET) C'7 li 4 i 1 `' ' 30 FFE - 684.67 683.9.E EP : . ' : . . W i. _- °682.17 684.4'1 TC . • wJ E 685.67 . = W ;' 1 inch = 20 ft. ,. N � 1, % F o , F /C -FC I __ -, 1 :987.85 ER ` w ` U : ' I 688.35 TC a' J • 1 32 I i � i I I: ss4 YD2 �s - m . , �'I ep- ,- nn' -- CO °' 2 682.90 EP I: nl v 7 : 9 i , -_, .., „_ I' I 26 ] 683.40 TC 681.88 EP 20' PRIVATE 686.12 EP U' -- '-' I I: ;. -- • '0.6 %. . . FFE - 688.33 4' _. _.._ . � s E /P -EP ° I 682.33 EP : .=�.-. . 682 EP . I 682.38 C 686.62 TC f 9 - _ �$6 ' _. ._. _.. ,. _ - I; ; 2.0 1 - r o I I 11 �.• . .. - AS EM NT ea sore . . - D 684 �% __. FFE - 682.67. .. • . • e . 681,0 - - • -- -- - `CN 6 T N ... o j „.. DS YARD INLET - z "GRATE . o • a i • ;I 4 a I 1 I �I , A 4 WHEATFIE�D: P. CE _ � r I` i I vDOT sT�. DI -3B (L -12) . 23 . PRIVATE TRAVE AY - i IN a 20' PRIVATE : YDl . . I -' saaso EP I r- . I j' b ! N m 1. jyi, i 1 ° DRAINAGE 10 0�i 2 el seTC10 1.1 +.00 . ��_ ssa.asTC ; �tl 2 .- . Du -- :; ° EASEMENT sez.ao P . ' . ss3.28P ' - 688.13P ! : s�� a �- > 682. TC 683.34 TC :... _ 684.21 TC - 1 LL . _ I * ,. ,". _ . ._.. ___ _„_. __. 681.60 P . . _.. `- , . , 5% - \ F i- 1 J z i Zm}(683.65 4.25 EP `. / ° . _ _. Cn • I - -- •__.._..- 1 8% ' 681.12 - 68 .0 TB I B% 679 49 EP 4° 681'. 7 TB 3 0. TC 8' 83 EP 680.32 EP 1 • 6 4.75 `�- _ 1 fi79 1 680.3 B f t 3 . .'. 3 :.r . I :i I {€ 680.82 TC 2.2 /o . ' : " • 6!33.68 EP ti / y: , 1 i a FFE 680.33 26 �ss133 -- sea -eP 684 EP 36 \ LL E 17s.ia X i / \ "� i , ! i . . . ' . - 83.5 ° , \ X 6 J g • 682.32 . 6 10 FF MATCHLINE SEE THIS S T E 86 ' 6 00 `; I 20 PRIVATE PRIVATE DRAINAGE SYSTEM 1 0 / i. ILO - • \ F- - (� i I€ ` ` 679.15E DRAINAGE VDOT STD. DI -3B (L =1o) 684 - . • : + . °' I F VDOT STD. DI -3A � W/ 16 PRIVATE EASEMENT . . ,• 'N - / \ *``` �_ Q s7sssrc EASEMENT ` 4 ,' , I .M _ f / t O F-�- -1 , 6°ra.54X. I . . l E -t'. �, 678.5 EP 6.6 /0 4i 1 %I 10� , I ° 7 I , 7 °' �• 678.38 EP I 1 1% / t L I I 18 t +'. 186 f 1 ,.4 i I : : ' \..5 ► _ - _ T . . / o° ` I '1 . , t r I I / ; `�, \1�.4 ILL : FFE 679 0 -- - -.. _, ,__ ._- . -- ,.,,, -... - t s J 9 I' 1 678.14 EP W I --- t I ! f / f / In i; �w ° w , 678.64 T E li ° 7s.zo P - .., - - - -- -�J� DRAINAGE NAGE 6 U 0 682 20 EP f „ 25 �8 78.70 TC 678.60 EP 682.67 682.70 TC 81.80 - - _.. ._ ..._ .._ _.. - ` / _ - 6 .33 684.0 6 a 1 72 / j I 679.10TC 682.30TC 20' PRIVATE 6� . ( EASEMENT \ _' -- . i1 , I' - 1.8 °k; 6T .55 EP - 684.0 " .. - - - - -- - - -_l_. I 1 i I' ° ♦. i / 677.83 EP -:_` - DRAINAGE - j I. s " 661\ f is ' ._. -- _ 1 `'t, , 1 i i s " . -,'... w � \ ,', _ _,,, -:,. -� EASEMENT I - ,. . "- .._ -1 72, (D - - -. / , a FFE 678.33 -- , - - -- ..........._._..... _... _ _......._..__..... . .__ ...... - . . - ... f X -- 676. x ,- ... _. ,7 ... _. _ . Z • - - - -- _-_�_. ,.. , . ".,... ------ ....... W �J -- _ . �± _. _ T 677.1 P t O �. _ _.__- t; 1 T 97799 - TEMPORARY 24 CMP _ `T ry . :: : P 677.4 P 678.00 EP , : a : :i _ _ - s 7ss c OUTFAL PIPE. _'° . . .'. 7 678.507 1 4 5 1 13 12 _ 9 _ _ :r �` p . ° _„ ,,.._ - '_:.: ' . ' FFE - 683.67 _._ ._ ._.. __ - I .°o a • ` _ . : :: a _.. .- _ _ �. i - - ._._ _ - I,I i o 6 - isv _.. ..:. , : _' __ _. _..._...._ FFE - 683.0 - FFE - 684.33 - -... _ ,.._ ._ ......- + ,....__ ... f �„ 7.97 . �. - - - FFE 684.33 - _....__ ..... _ ..._ M . a 677.17 EP . - ►. FFE .67 ,(q , y" - ' ' : : . . . 681 18A . _ C .. ,._. . _. F r I a VDOT STD. DI -3C (L -4) s7a.o Bw O i 8B $ / LL n ; O _ T . �-- s793oX FFE - 677.67 678.5 TW O 681.33 682.67 683.67 684.0 - + I ° {5,1 � - W \ 11 I 11 k_��_ nI 682 j , VDOT STD. ES -1 W/ I w w ; a\ O - VDOT STD. DI -2 (L =10') BAyy a VDOT STD. DI-213 (L -12) VDOT CLASS II RIPRAP rn rn B N 2 B 676 7 .00 EP 68 .33 1.17 682 O L.L. L ° ' 676. O EP - - \ -: -'' 1. .,_. _{ ,._ ' , , , O) % �'/ / !: I i, 67 .50 TC s o o s 1 o s82.o I �': ' . _� 20 PUBLIC L =16 , W =8 , D =2 W/ rn o oI / 11 I I ; 677.10 TC _ - - - sHO 679:85 EP, GO �/� % j 11 i a \ ' J117 6�77 0 680:18TC, 679.68 EP DRAINAGE GEO- TEXTILE FABRIC ,. V1 - 673 -61 TIC VDOT STD. DI -2B (L =12) - - - - s s78.o Bw 678.5 BW s78.o BW i ; it 73.28 E/P i ce,.- 673.0 BW 674.013 674.2 BW 675.2 BW 675.5 BW 680676,7 BW 679 ,5 TW 679,5 679.0 TW - -- 680.01 TC \� EASEMENT U / ; I ,. s7s.5Tw s7s.5Tw _ NDERLAYMENT j a . 679.5 TW 679.5 TW 679.5 TW 677.8 TW - ' ," - -• i / < 226 VDOT STD. DI-2B (L =8) 20iA 67 : ' : : I J ( . 11 r .: o 674.0 EI �`` a P .i' •!! . _ 21 _ - =��l '.x, a _ X ° ° a v ° , o "° " "iL'*;:. 678.45 E ' . €,,,. , k >. d a 3 ' : 676.8 a . a 678.0 VDOT STD. DI -2C L =6 16B - I & I 67 .97'jIC . o <. 72.76 T/C a - '6p74.0 . 675. a ° ' p ° ( - ) s ? i' I, $?, << "'4R;'.'. ;7 1 / W F"�i 61 ! SS �' ° 672.73 6 a a I a d ° 678.78 TC . ° _ i ! , ` -. % ' :!` i "" a � =i 672;64 P a 672.43 /P ° a . � , , ° r � . i .,'.�, °. 120' REQUIRED TO RANSITION FROM 67320 TIC 672.85 TIC. -- 672.77 TIC 672.73 TIC 672'83T/C 672.95 TIC 673.15T/C VDOT STD. DI -26 L= ' - , i ' . . x PROPOSED WALL ( 4) - 6 ?' I /�/ SUPERELEVAT PAVEMENT TO A ( :I' t 672.87 UP 672.52 E/P 672.44 EIP 672.40 E/P 672;50E/P 672.62E/P 672.82E1P i : � ,,, / II LJ.. 2A 19 I . 678.66 7C o a' a - 678 % f /o CROSS SLOPE C. ' W \. . . .. / I 1--1 . . N . ��pND 120' NORTHERNW_ y' _ �Sf ' >,11j Al 1% +'/� : 67f6.97 EP / __ '" -- ifil -' - . W -- W. -- -3°._' o - 22 -o' 2� , lam' CROSS SECTION I i I -+ -^-- N . - 67707 ECM + I 1 LP ' -- -- - a W N . TRANSITION AT. STA. 11 +33 18 1] 6 ,3 T ' N V N. o DO DI-213 7 L 6TCI - _. M O Q 672.74 C/L r "'. a • e +" 12 +00 12 +50 13 +00 . 1.3 50: 67g I . �, . V T STD ( ) ' : ". _.. .- ; I O ';i' 2 •672.34 C /L' 672.26 C/L 672.22 CIL 672. IL 72.26 C1L 672.34 C/L, 672 45 GL 672.60C 672.SOC/L 673.10 CIL '1 1 5O _ __ / 10 +00 672 61 cn s7z:as c . . I " -� -{ ' . 16A :+ �, _ 14 +505 / / / N / ;F 1 - � �_ . 622.22 c/L 11 +00 . VDOT STD. DI -2B L= ' 14 . : 1.4 +00 ::, VDOT STD. DI-2B IL= ' ' . . . . ' ) . . . . . . . . ( 4) . . ( 4) . ' / BEGINCRDSSSECTiON w !� vDOT STD. Dl -2c (L =4) LEN VALLEY DRIVE I A, w ,! A _ . . - , 61 16 677.05 EP . 76.85 EP ' TRANSITIONS AT ST ; m d o ,. VDOT STD . CD -2 TYP. VD T TD = • t ' / LLJ N , h 6 ,/ Q F- 10 +13 ( ) 57' BLIC RIGHT,OF -WAY o S DI -2C (L 4') 11 677.38 TC, - '877.30 EP.' ' 87/7.18 TC ,I..; A ' ' : 10f50 24 672 VDOT STD. DI -2C (L =6') . ' . 1 676.63TC . : . 677.09 EP ;, / r / ' ' p i , 677.42 TC I a ti „ o 6.55 TO �� ' 11 I F-1-4 7 P( I _ .... _ 676.8 42 EP 5 I � sis � �� 6 '� tu i , ' i w - :, END 50' SOUTHERN CK - _ - ,� { r `e 'r- r 672.21 T/C 672.27 TIC "-' -- ` !' 676.75 TC IJ SECTION TRANSITION AT O O LLJ 1 : s7z.o1 T/c NOTE: CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE I I / m (n _ /' I i'' _ � - 671.88 ElP 671.94 E/P STA. 10 +63 -- v r` ,i r ; r, 671.78 E/P a NOTE: CONTRACTOR SHALL PROVIDE ENGINEER ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS ° `` °} � ' , I ' °' - j 3 I j ', ; 72.19 T/C ° 7245 TIC c TI OA ,.i• :; ' I: , - . Q NOTE: ALL DISTURBED AREA FROM THIS PROJECT SHALL BE SURVEY WORKSHEETS OF ALL ROADWAYS PARKING 13 •= °° 4 6' -'" } rI' ]oB rvo. ;,,i ;k•.: ;, 671.86,EIP ° 6T1�2 E/P ° AND /OR CURB AND GUTTER, AND THE PROPOSED ROADS, CURB & \ I r CO ( I;I,:1 ; .r i e>o.,,'. _. ' ' - -- " STABILIZED AS PART OF THE SCOPE OF THE PROJECT. LOTS ALLEYS, MANHOLE TOPS AND DRAINAGE ! � • -- ° "` 3 -5. _. f: c. -,'; GUTTER. CONTRACTOR SHALL ALSO CONTACT ENGINEER TO 675.7aEP.'' 02009 26.07 . , ;E 50 REQUIRED TO TRANSITION FROM STABILIZATION TO INCLUDE RE- SPREADING 2 -4 OF TOPSOIL STRUCTURES PRIOR TO INSTALLATION OF CURBING, INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS PRIOR 6 1� / 11 i \ mr' ' j u' 671.88T(C SUPERELEVATED PAVEMENT TO A OVER GRADED AND DISTURBED AREAS AND SEEDING AND DRAINAGE OR UTILITIES TO COLLINS ENGINEERING FOR ' .6 \ JI / 11 , F I / ,; TO ANY CONCRETE OR PAVEMENT BEING PLACED. / / . " SCALE ° 671.55 E(R p O ' ;.:',; 2lo CROSS SLOPE STRAWING TO ESTABLISH A GRASS STABILIZED AREA. REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. a ;:.o / = ' ; TEMPORARY 24" CMP - f,'..- j ►� _ 20 CONTRACTOR IS RESPONSIBLE FOR THE STABILIZATION OF COLLINS ENGINEERING SHALL VERIFY ALL SURVEY J / I' "I NOTE: CONTRACTOR TO REMOVE EXISTING INLET I / S WITH THE OUTFALL PIP / THIS AREA UNLESS DISTURBANCE BEGIN SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER 67557E t! \ AND ABANDON PIPE UNDER ROAD IN ACCORDANCE E' _i 2 s7ssoTC "1- ';`f WITH VDOT STANDARDS AND REQUIREMENTS CONSTRUCTION OF THE BUILDING UNITS. ELEVATIONS FOR CONSTRUCTION. -/ ' _ ' ' /''` ;,`{ :';:- SHEET NO. VDOT STD. DI -2B (L -4) /- / M TC LI - EE HI SH ET 6 2401 DI APPROX DRAIN AREA =164 -A SO {N APPROX WEIGHT WITH FRAME =67 50 LBS cn QWATERTIGNT JOINT GRANULAR MATERIAL MEETING THE REQLAREMENTS OF CLASS II r r (CORRUGATED HDPE SHOWN) �\ MATERIAL AS DEFINED IN ASTM D2321. BESDDING & BACKALL FOR z J {/ 40X.50 SURFACE DRAINAGE INLETS SHALL BE FIJACED & COMPACTED \ � 1 025.50 g3 -I 1.50 j 022,50 ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE GRATE HAS LIGHT DUTY RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL ". 3130 VERONAAVE B UFORD GA 90510 G riCF T HAS PROPRIETARY RICH S. THE RECEIPT TM -BADE) ..0-05 N lA5 AL MATERIALS SHALL CONFORM TO AS. 0556 C D QUALITY PHNr7701^- 32.2443 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT OR NIFER. OR OF THIS PRINT DOES THE CONFER, O DATE 7.5-01 TRANSFER. OR L.,cNSF.THE LSE OF THE DESIGN OR Fast FAX {TTOJ 2490 SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY TECHNICAL INFORMATION SHOWN HEREIN APPO BY CA PROJECT NOANAME wvn•.nyloplaet- us.com ACT AS STATED IN FEDERAL REGISTER PART III. DEPARTMENT OF REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE N THE BASIS OF - JUSTICE,28CFRPART36 NONDISCRIMI.NATIONO E CONTAINED F.rRF'!v,OR MANIJF.ACTURE OFANY DATE TSOa ti IN DROP IN DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL ARTICLE HEREFROM FOR THE DISCLOSURE TO OTHERS RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS, FACILITIES, FINAL BY RULE IS FORBIDDEN, EXCEPT BY SPCCIF!C WRITTEN PERMISSION FROM M`I.OPLAST DWG SIZE. A I SCALE 1.6 SHEET I DF 1 DWG NO. 7001. 110.075 REV B NYLOPLAST 24" DRAIN BASIN: 2824AG - _X &2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN 0 D I MINIMUM PIPE BURIAL Q) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANSlTAKE OFF) RECOMMENDATION ®VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 24' FOR CORRUGATED HOPE (ADS N -12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35. BCH 40 DWV, CORRUGATED & RIBBED PVC 18" WIN WIDTH GUIDELINE B" MIN THICKNESS GUIDELINE I�AIIA TRAFFIC LOADS CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED 'ARIABLE TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC ACCORDING TO LOADING, & OTHER APPLICABLE DESIGN FACTORS PANS V MIN 0VARIABLE SUMP DIEPTH ACCORDING TO PLANS (6" MIN) GOOD FOUNDATION MATFIRIAI_ ROCKY FOUNDATION MATFRI.A I, ]'hJ � ¢ il'v i I A ;_ ., ". r -i_ K F, ii. ... C.i ' AtG �k11\ :'.!: %A 7I .. in. m',.,v, "- . .; `,�• .tir $�i• .. \. ti's ".. STr.E �_E S11 1L y( 1�iJCK S' Y'-.ArE e. "y-. k(Y;....1CNl Or, TI -,,E ERE1 . -' -'4, Rri'Q` E :'6.11 1S7,.4'lrq ., I,.s 1 :. P 1 P E DO E Sr P,Ec yti, f) a PID ? ;= t':.Cs't�PACT 'fliE `i=):l OR I'F OViv D` A 4' [_,EDD'IN 96_'; STO.Nlc. f:0UNDA_i_ION IN POOR SOIL UNDLF, CUT CONDITION 'R �: A�aa. 5.4�RFiCe L V.4. C1il }0 I•'r`Sl #`F-ICY .�' s'�:,SA 6',�T Tr "ti3l ^I . . >? R G NCO .� SHALL E Y \i S`,t `i r', i._ j I { . r i y �, I" \✓ ... L...F s,,'E i=. I_ L. t..; : I:. I_: a e , ' I"4 V ... °' :.1 P:: ', t. , ::.. S7'r �: T t.:.." i F4• r^� THAN iii°.. € _ t- C :..I._ L' ,_ �.F`, ? �iAr_�i`. t_AF .�; H 4`Hr.t3 tr IN A, ?1`( �.lP, �.: :ii >H,: � :�= I: >t?'vr TF[IF :MITI : =.(. F t° ('W I'LL. '3 ¢ R ; s c is 3 ; iT;- -i �. C_' s ". S�� .._ `? '. �.` I s, " 171:1, » . i i s,0: TAI BAC.. :L._ ALL L.AC Cuts AI`L L? »i..NV � AL.m to .r�F L.�!!' .._ 4 , IN .,1 <<I'"�(. Afl `.._ OR F I?'... v`.. E h NI x?: �� a Lit' A:_ O F" t. 1!' ...s -, ..e. �' 1 -f A i.. I'..', ., f¢.;.,._ (.i'x7Y'.: L< r.i ! S III ` i ` BEE .1' £I'•.. .,, I y C,,-, SE Y. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING TD, 2 is PIPE SLOT (2 PLACES) FS" EXTENSION BROOKS 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC 13IROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL, (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON SINC8AM crud TAYLOR No. 60415 --'8 OR APPROVED EQUALSE 6" OF BRICK and/'or BLOCK TO INCREASE DEPTH TO 24 "" (3) FOR TOUCH REAR METERS A 1- -3,/4" DIAMETER HALE IS REQUIRED IN THE LID. FRAME & COVER (SEE FIG. S- 1 -D,E) SLOPED Al STREET SURFACE OR NON -PAVED AREA "WEDG -LOK" TYPE ' RUBBER COATED STEEL ; STEPS OR APPROVED 3' -0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" .MIN "0" RING SEALS 16 "= MAX MINIMUM ELEVATION ��_ DIFFERENCE ACROSS M.H. 5" 4' -0" ; FROM INLET TO OUTLET 5. SHALL BE 0,20 FEET, DEPTH OF FLOW ZFILLETS CONCRETE VARIES CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUT'ING -� .. SEWER. a a A.. '. .. ., '•° 12 NVERT ' A FILLETED I FOR A SM00 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED) OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE -IN NTS FIG. S -1 -A - FOR BENDS B" do SMALLER USE STRAP ON SEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS, - FOR 18" BEND USE 3 STRAPS AS SHOWN. /. ON ALL r-D w�, j ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. STRAPS B BEND 81ZE I A B I C I D E I F WIDTH = O{M. "F" 4' - 6 1' -9 2' -3 2' -b 1' -2 2' -0' 1 1/4' 6' 2'- 3' -0 V -6 t' -6 2' -6' 1 1 4" THICKNESS OF 11 1/4' 10' 2' -9 Jr-9' 12' -0 7 -0 3' -0 2" FILLET WELD STRAP 1/4" 12' r -0 4' -3 3'- 2' -3" 3' -6' 2" ST H U 16' 3' -6 5 -6" 3' -3 Y -0' 4' -6' 2 1/2' 1 /4" THICK 4" - 6' 2' -6 V -0 2' -6 1' -s 2' -6" 1 1/4' LATE HICK 8' 3' -0 4' -3 2'-6j2!-6* 3' -3" 2" " '2 1/2' 10' 3' -3" V -0 Y -0 2' -9' Y -9 2' 3 THREAD iV 12' ' -9 V -3 S -0 X-64'- 2- 1 NOMINAL INSIDE 3/4- ANCHOR le 5-0 7--6 Y -3 4' -o s- 21 DIAMETER EXTRA BOLTS 4- - 6 S- 6'- 3' -0' 3'- 3' -3 2 1/4 STRONG STEEL PIPE 8' 3'- 6' -6 3'- 3' -8' 3' -9" 2 1/4" 4S 10' 4' -6 T -6 3'- 4' -3' V -0 2 1/4' 4 RS 0 12 PIPE BELL 12' S' -3 8' -0 3' -3 5'-0 5'-9" 2 1/2' D� CENTER F ta' s' -6 W -0 3' -9. 6' -0 �' -3' 2 t 12 BENDS do CONCRETE CLASS "B" LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING dam; STANDARD JO' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A to !y M P r. n G a� as C P4.S L i 1 f,lt I-_ JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, -1 1�='_ I I- •- lo'-►i 5' I ICI �j 0 WATER SEWER � I / 1 lic LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W -1 SALT TREATED FINISHER CROUINO 2 x 4 MARKER '6. TYPICAL SEWED SEIRMCE LATERAL CONNECTION l,,T;S. FIG.. S -2 (4) 1" (2--mm) DIA HOLES ON 32 33/4" (834mm) DIA BOLT CIRCLE. 1" -< i` tzsrTl�7 > W 7 1 j 1 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [39rrsm3 T N'10'T CONlAIN ROCK MATERIAL �,iC•� Et Ff'(':'<li LAi', "aER THAN ,t ,. IAN ANY � �rxr,l4�l,l y- 5p A �! Al I J 1.'-t t Ia . "i 9+»K F 9I..S.4 LIFTS; c-� 1 " TH`Rii-i=D;tc_,HL.Y Cnkx P,,,rTED C £:`t,'3., I'iv LINE I ii...- B'? H;A<`JD t;�,R .,'1, F' f':, 0, V E;.: NC,. 68 S-��rJ= ;-- - ---I MECHANO-AL TAM I C r3(�gr ,,, may I I FC;L)NDITION (SHr"LL BE ;; '_ i0' -, ARE UNSTAGLE I TH 0�Tl ,SCOTT R. COLLINSZ, Lic. No. 035791,x° CItI �ks`SIONAL E�Ol r:;?T E I c THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER cn QWATERTIGNT JOINT GRANULAR MATERIAL MEETING THE REQLAREMENTS OF CLASS II r r (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321. BESDDING & BACKALL FOR z z Z SURFACE DRAINAGE INLETS SHALL BE FIJACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 172321. p- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050 -05, (a- FRAMES SHALL BE DUCTI'. E. IRON PER ASTM A536 GRADE. 7040 -M O$ DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS, SEE DRAWING NO. 7001-1 1M5 ®- DRNNAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE Ins S HANCOR DUALwA'_L) S SDR 35 PVC ADAPTERS CAN BE MOUNTED DN ANY ANGLE 0' TO 360'. TO DETERMINE MINIMJM ANGLE BC'. WEEN ADAPTERS SEE DRAWING NO. 7001. 110-013. -- GRATE OPTIONS YJ1N � LOAA RATING PAf{TM flRA G , THIS PRINT DISCLOSES S'JSJECT MAi'Ii:R IN WHICH N NY DRAW EBC MATERIAL 3130 VERONA AVE T +FW�;T�,.?Hjrih - ABF'ETS W'1G N�:L'v ",P 7{X17.175;vid 7001 t0.7t' N'f OPLAST HAS P9OPRIETARY RIGHTS. THE RECEIPT THIS PRINT NOT CONFER, BUfOR0, -30S1B PNN [/70j 832.2443 ':F711aP? SoLk)COw4 MEETS FIvO 240555 -1 MEETS 1410 24�'a-_C_i mr ::SiiO OR POSSESSION OF DOES TRANSFER, OR l.iCENSE THE i1SF OF *HE DESIGN OR DATE 4JA6 I+�S'`t FAX 932.2490 DOME 4'a , Z, ,5_aj L`i.t1C!71v i--- ______ TECHNICAL INFORMATION SHOW�N'HE'REIN APPO BY CJA PROJECT 40ANAM€ .��•7� '" "a"sylopla*us- -'N 1l�aIi:E -----*.--.. __..-- LIG^i'. Cn7' T <0101 i1Y1111t.*ti:� REPRODLCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4,3'6 241 %DUN SASH CAMIA S ?EC INSTALLATION DETAIL ARTICLE HEREFROM FOR THE DISC'LOSU'RE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIRC WRITTEN DWG SIZE A SCALE 1.40 BHEET 10'1 DING NO. 77001110.192 REV B PERMISSION FROM NYLOPLAS7 GOOD FOUNDATION MATFIRIAI_ ROCKY FOUNDATION MATFRI.A I, ]'hJ � ¢ il'v i I A ;_ ., ". r -i_ K F, ii. ... C.i ' AtG �k11\ :'.!: %A 7I .. in. m',.,v, "- . .; `,�• .tir $�i• .. \. ti's ".. STr.E �_E S11 1L y( 1�iJCK S' Y'-.ArE e. "y-. k(Y;....1CNl Or, TI -,,E ERE1 . -' -'4, Rri'Q` E :'6.11 1S7,.4'lrq ., I,.s 1 :. P 1 P E DO E Sr P,Ec yti, f) a PID ? ;= t':.Cs't�PACT 'fliE `i=):l OR I'F OViv D` A 4' [_,EDD'IN 96_'; STO.Nlc. f:0UNDA_i_ION IN POOR SOIL UNDLF, CUT CONDITION 'R �: A�aa. 5.4�RFiCe L V.4. C1il }0 I•'r`Sl #`F-ICY .�' s'�:,SA 6',�T Tr "ti3l ^I . . >? R G NCO .� SHALL E Y \i S`,t `i r', i._ j I { . r i y �, I" \✓ ... L...F s,,'E i=. I_ L. t..; : I:. I_: a e , ' I"4 V ... °' :.1 P:: ', t. , ::.. S7'r �: T t.:.." i F4• r^� THAN iii°.. € _ t- C :..I._ L' ,_ �.F`, ? �iAr_�i`. t_AF .�; H 4`Hr.t3 tr IN A, ?1`( �.lP, �.: :ii >H,: � :�= I: >t?'vr TF[IF :MITI : =.(. F t° ('W I'LL. '3 ¢ R ; s c is 3 ; iT;- -i �. C_' s ". S�� .._ `? '. �.` I s, " 171:1, » . i i s,0: TAI BAC.. :L._ ALL L.AC Cuts AI`L L? »i..NV � AL.m to .r�F L.�!!' .._ 4 , IN .,1 <<I'"�(. Afl `.._ OR F I?'... v`.. E h NI x?: �� a Lit' A:_ O F" t. 1!' ...s -, ..e. �' 1 -f A i.. I'..', ., f¢.;.,._ (.i'x7Y'.: L< r.i ! S III ` i ` BEE .1' £I'•.. .,, I y C,,-, SE Y. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING TD, 2 is PIPE SLOT (2 PLACES) FS" EXTENSION BROOKS 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC 13IROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL, (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON SINC8AM crud TAYLOR No. 60415 --'8 OR APPROVED EQUALSE 6" OF BRICK and/'or BLOCK TO INCREASE DEPTH TO 24 "" (3) FOR TOUCH REAR METERS A 1- -3,/4" DIAMETER HALE IS REQUIRED IN THE LID. FRAME & COVER (SEE FIG. S- 1 -D,E) SLOPED Al STREET SURFACE OR NON -PAVED AREA "WEDG -LOK" TYPE ' RUBBER COATED STEEL ; STEPS OR APPROVED 3' -0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" .MIN "0" RING SEALS 16 "= MAX MINIMUM ELEVATION ��_ DIFFERENCE ACROSS M.H. 5" 4' -0" ; FROM INLET TO OUTLET 5. SHALL BE 0,20 FEET, DEPTH OF FLOW ZFILLETS CONCRETE VARIES CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUT'ING -� .. SEWER. a a A.. '. .. ., '•° 12 NVERT ' A FILLETED I FOR A SM00 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED) OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE -IN NTS FIG. S -1 -A - FOR BENDS B" do SMALLER USE STRAP ON SEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS, - FOR 18" BEND USE 3 STRAPS AS SHOWN. /. ON ALL r-D w�, j ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. STRAPS B BEND 81ZE I A B I C I D E I F WIDTH = O{M. "F" 4' - 6 1' -9 2' -3 2' -b 1' -2 2' -0' 1 1/4' 6' 2'- 3' -0 V -6 t' -6 2' -6' 1 1 4" THICKNESS OF 11 1/4' 10' 2' -9 Jr-9' 12' -0 7 -0 3' -0 2" FILLET WELD STRAP 1/4" 12' r -0 4' -3 3'- 2' -3" 3' -6' 2" ST H U 16' 3' -6 5 -6" 3' -3 Y -0' 4' -6' 2 1/2' 1 /4" THICK 4" - 6' 2' -6 V -0 2' -6 1' -s 2' -6" 1 1/4' LATE HICK 8' 3' -0 4' -3 2'-6j2!-6* 3' -3" 2" " '2 1/2' 10' 3' -3" V -0 Y -0 2' -9' Y -9 2' 3 THREAD iV 12' ' -9 V -3 S -0 X-64'- 2- 1 NOMINAL INSIDE 3/4- ANCHOR le 5-0 7--6 Y -3 4' -o s- 21 DIAMETER EXTRA BOLTS 4- - 6 S- 6'- 3' -0' 3'- 3' -3 2 1/4 STRONG STEEL PIPE 8' 3'- 6' -6 3'- 3' -8' 3' -9" 2 1/4" 4S 10' 4' -6 T -6 3'- 4' -3' V -0 2 1/4' 4 RS 0 12 PIPE BELL 12' S' -3 8' -0 3' -3 5'-0 5'-9" 2 1/2' D� CENTER F ta' s' -6 W -0 3' -9. 6' -0 �' -3' 2 t 12 BENDS do CONCRETE CLASS "B" LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING dam; STANDARD JO' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A to !y M P r. n G a� as C P4.S L i 1 f,lt I-_ JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, -1 1�='_ I I- •- lo'-►i 5' I ICI �j 0 WATER SEWER � I / 1 lic LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W -1 SALT TREATED FINISHER CROUINO 2 x 4 MARKER '6. TYPICAL SEWED SEIRMCE LATERAL CONNECTION l,,T;S. FIG.. S -2 (4) 1" (2--mm) DIA HOLES ON 32 33/4" (834mm) DIA BOLT CIRCLE. 1" -< i` tzsrTl�7 > W 7 1 j 1 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [39rrsm3 T N'10'T CONlAIN ROCK MATERIAL �,iC•� Et Ff'(':'<li LAi', "aER THAN ,t ,. IAN ANY � �rxr,l4�l,l y- 5p A �! Al I J 1.'-t t Ia . "i 9+»K F 9I..S.4 LIFTS; c-� 1 " TH`Rii-i=D;tc_,HL.Y Cnkx P,,,rTED C £:`t,'3., I'iv LINE I ii...- B'? H;A<`JD t;�,R .,'1, F' f':, 0, V E;.: NC,. 68 S-��rJ= ;-- - ---I MECHANO-AL TAM I C r3(�gr ,,, may I I FC;L)NDITION (SHr"LL BE ;; '_ i0' -, ARE UNSTAGLE I TH 0�Tl ,SCOTT R. COLLINSZ, Lic. No. 035791,x° CItI �ks`SIONAL E�Ol r:;?T E I c cn c cn ---- r r r r z z Z Z A is PIPE SLOT (2 PLACES) FS" EXTENSION BROOKS 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC 13IROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL, (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON SINC8AM crud TAYLOR No. 60415 --'8 OR APPROVED EQUALSE 6" OF BRICK and/'or BLOCK TO INCREASE DEPTH TO 24 "" (3) FOR TOUCH REAR METERS A 1- -3,/4" DIAMETER HALE IS REQUIRED IN THE LID. FRAME & COVER (SEE FIG. S- 1 -D,E) SLOPED Al STREET SURFACE OR NON -PAVED AREA "WEDG -LOK" TYPE ' RUBBER COATED STEEL ; STEPS OR APPROVED 3' -0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" .MIN "0" RING SEALS 16 "= MAX MINIMUM ELEVATION ��_ DIFFERENCE ACROSS M.H. 5" 4' -0" ; FROM INLET TO OUTLET 5. SHALL BE 0,20 FEET, DEPTH OF FLOW ZFILLETS CONCRETE VARIES CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUT'ING -� .. SEWER. a a A.. '. .. ., '•° 12 NVERT ' A FILLETED I FOR A SM00 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED) OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE -IN NTS FIG. S -1 -A - FOR BENDS B" do SMALLER USE STRAP ON SEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS, - FOR 18" BEND USE 3 STRAPS AS SHOWN. /. ON ALL r-D w�, j ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. STRAPS B BEND 81ZE I A B I C I D E I F WIDTH = O{M. "F" 4' - 6 1' -9 2' -3 2' -b 1' -2 2' -0' 1 1/4' 6' 2'- 3' -0 V -6 t' -6 2' -6' 1 1 4" THICKNESS OF 11 1/4' 10' 2' -9 Jr-9' 12' -0 7 -0 3' -0 2" FILLET WELD STRAP 1/4" 12' r -0 4' -3 3'- 2' -3" 3' -6' 2" ST H U 16' 3' -6 5 -6" 3' -3 Y -0' 4' -6' 2 1/2' 1 /4" THICK 4" - 6' 2' -6 V -0 2' -6 1' -s 2' -6" 1 1/4' LATE HICK 8' 3' -0 4' -3 2'-6j2!-6* 3' -3" 2" " '2 1/2' 10' 3' -3" V -0 Y -0 2' -9' Y -9 2' 3 THREAD iV 12' ' -9 V -3 S -0 X-64'- 2- 1 NOMINAL INSIDE 3/4- ANCHOR le 5-0 7--6 Y -3 4' -o s- 21 DIAMETER EXTRA BOLTS 4- - 6 S- 6'- 3' -0' 3'- 3' -3 2 1/4 STRONG STEEL PIPE 8' 3'- 6' -6 3'- 3' -8' 3' -9" 2 1/4" 4S 10' 4' -6 T -6 3'- 4' -3' V -0 2 1/4' 4 RS 0 12 PIPE BELL 12' S' -3 8' -0 3' -3 5'-0 5'-9" 2 1/2' D� CENTER F ta' s' -6 W -0 3' -9. 6' -0 �' -3' 2 t 12 BENDS do CONCRETE CLASS "B" LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING dam; STANDARD JO' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A to !y M P r. n G a� as C P4.S L i 1 f,lt I-_ JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, -1 1�='_ I I- •- lo'-►i 5' I ICI �j 0 WATER SEWER � I / 1 lic LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W -1 SALT TREATED FINISHER CROUINO 2 x 4 MARKER '6. TYPICAL SEWED SEIRMCE LATERAL CONNECTION l,,T;S. FIG.. S -2 (4) 1" (2--mm) DIA HOLES ON 32 33/4" (834mm) DIA BOLT CIRCLE. 1" -< i` tzsrTl�7 > W 7 1 j 1 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [39rrsm3 T N'10'T CONlAIN ROCK MATERIAL �,iC•� Et Ff'(':'<li LAi', "aER THAN ,t ,. IAN ANY � �rxr,l4�l,l y- 5p A �! Al I J 1.'-t t Ia . "i 9+»K F 9I..S.4 LIFTS; c-� 1 " TH`Rii-i=D;tc_,HL.Y Cnkx P,,,rTED C £:`t,'3., I'iv LINE I ii...- B'? H;A<`JD t;�,R .,'1, F' f':, 0, V E;.: NC,. 68 S-��rJ= ;-- - ---I MECHANO-AL TAM I C r3(�gr ,,, may I I FC;L)NDITION (SHr"LL BE ;; '_ i0' -, ARE UNSTAGLE I TH 0�Tl ,SCOTT R. COLLINSZ, Lic. No. 035791,x° CItI �ks`SIONAL E�Ol r:;?T E I c cn c cn ---- r r r r z z Z Z A SHOWING BRANCH TIE -IN NTS FIG. S -1 -A - FOR BENDS B" do SMALLER USE STRAP ON SEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS, - FOR 18" BEND USE 3 STRAPS AS SHOWN. /. ON ALL r-D w�, j ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. STRAPS B BEND 81ZE I A B I C I D E I F WIDTH = O{M. "F" 4' - 6 1' -9 2' -3 2' -b 1' -2 2' -0' 1 1/4' 6' 2'- 3' -0 V -6 t' -6 2' -6' 1 1 4" THICKNESS OF 11 1/4' 10' 2' -9 Jr-9' 12' -0 7 -0 3' -0 2" FILLET WELD STRAP 1/4" 12' r -0 4' -3 3'- 2' -3" 3' -6' 2" ST H U 16' 3' -6 5 -6" 3' -3 Y -0' 4' -6' 2 1/2' 1 /4" THICK 4" - 6' 2' -6 V -0 2' -6 1' -s 2' -6" 1 1/4' LATE HICK 8' 3' -0 4' -3 2'-6j2!-6* 3' -3" 2" " '2 1/2' 10' 3' -3" V -0 Y -0 2' -9' Y -9 2' 3 THREAD iV 12' ' -9 V -3 S -0 X-64'- 2- 1 NOMINAL INSIDE 3/4- ANCHOR le 5-0 7--6 Y -3 4' -o s- 21 DIAMETER EXTRA BOLTS 4- - 6 S- 6'- 3' -0' 3'- 3' -3 2 1/4 STRONG STEEL PIPE 8' 3'- 6' -6 3'- 3' -8' 3' -9" 2 1/4" 4S 10' 4' -6 T -6 3'- 4' -3' V -0 2 1/4' 4 RS 0 12 PIPE BELL 12' S' -3 8' -0 3' -3 5'-0 5'-9" 2 1/2' D� CENTER F ta' s' -6 W -0 3' -9. 6' -0 �' -3' 2 t 12 BENDS do CONCRETE CLASS "B" LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING dam; STANDARD JO' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A to !y M P r. n G a� as C P4.S L i 1 f,lt I-_ JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, -1 1�='_ I I- •- lo'-►i 5' I ICI �j 0 WATER SEWER � I / 1 lic LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W -1 SALT TREATED FINISHER CROUINO 2 x 4 MARKER '6. TYPICAL SEWED SEIRMCE LATERAL CONNECTION l,,T;S. FIG.. S -2 (4) 1" (2--mm) DIA HOLES ON 32 33/4" (834mm) DIA BOLT CIRCLE. 1" -< i` tzsrTl�7 > W 7 1 j 1 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [39rrsm3 T N'10'T CONlAIN ROCK MATERIAL �,iC•� Et Ff'(':'<li LAi', "aER THAN ,t ,. IAN ANY � �rxr,l4�l,l y- 5p A �! Al I J 1.'-t t Ia . "i 9+»K F 9I..S.4 LIFTS; c-� 1 " TH`Rii-i=D;tc_,HL.Y Cnkx P,,,rTED C £:`t,'3., I'iv LINE I ii...- B'? H;A<`JD t;�,R .,'1, F' f':, 0, V E;.: NC,. 68 S-��rJ= ;-- - ---I MECHANO-AL TAM I C r3(�gr ,,, may I I FC;L)NDITION (SHr"LL BE ;; '_ i0' -, ARE UNSTAGLE I TH 0�Tl ,SCOTT R. COLLINSZ, Lic. No. 035791,x° CItI �ks`SIONAL E�Ol r:;?T E I c cn c cn ---- r r r r z z Z Z A CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A to !y M P r. n G a� as C P4.S L i 1 f,lt I-_ JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, -1 1�='_ I I- •- lo'-►i 5' I ICI �j 0 WATER SEWER � I / 1 lic LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W -1 SALT TREATED FINISHER CROUINO 2 x 4 MARKER '6. TYPICAL SEWED SEIRMCE LATERAL CONNECTION l,,T;S. FIG.. S -2 (4) 1" (2--mm) DIA HOLES ON 32 33/4" (834mm) DIA BOLT CIRCLE. 1" -< i` tzsrTl�7 > W 7 1 j 1 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [39rrsm3 T N'10'T CONlAIN ROCK MATERIAL �,iC•� Et Ff'(':'<li LAi', "aER THAN ,t ,. IAN ANY � �rxr,l4�l,l y- 5p A �! Al I J 1.'-t t Ia . "i 9+»K F 9I..S.4 LIFTS; c-� 1 " TH`Rii-i=D;tc_,HL.Y Cnkx P,,,rTED C £:`t,'3., I'iv LINE I ii...- B'? H;A<`JD t;�,R .,'1, F' f':, 0, V E;.: NC,. 68 S-��rJ= ;-- - ---I MECHANO-AL TAM I C r3(�gr ,,, may I I FC;L)NDITION (SHr"LL BE ;; '_ i0' -, ARE UNSTAGLE I TH 0�Tl ,SCOTT R. COLLINSZ, Lic. No. 035791,x° CItI �ks`SIONAL E�Ol r:;?T E I c cn c cn ---- r r r r z z Z Z A T rv'r - y? 1» N N N W 4 w � o � ono rn a CD 0 -4 z w Q M cyi Dm I z N w V z C"*, O N CL Lu W W H J J_ re W O -� Lu O -J W M L f) w T C' - ? ' O �e U z w p J ~ J U SET DOGHOUSE BASE •', EXISTING SANITARY H ' ON CONCRETE BLOCKS SEWER PIPE >1 W DOGHOUSE OPENING SHALL ; ' '��, i ' ' MIN. 12" CLEARANCE BE PREFORMED BY ° I . BETWEEN EXISTING PIPE Lu MANUFACTURER OR Y Z" AND STONE BEDDING ui SAW CUT TO FIT PIPE °_' ■ , OUTSIDE DIAMATER v PLUS 6 ". 12" THICK VDOT VJ No. 68 STONE BEDDING 8 "x8 "x16" AND 4 "x8 "x16" �. SOLID CONCRETE BLOCKS CENTER W /RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE Lli MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S -1 -A WITH 3,000 PSI CONCRETE OR NON- SHRINKING GROUT ('^/ V II� ALLOW CONCRETE O �J Q TO FLOW A MIN. C) % WRAP EXISTING PIPE WITH CD 1 i (2/ CORED 1' -0' BEYOND BASE NEOPRENE GASKET MATERIAL I� 1 -7 PiCKBARS OF STRUCTURE BEFORE FILLING THE OPENING V NEOPRENE SECURED BY 2 NON- " CORROSIVE STRAPS, 1 ON 1 1/8' (29mm) DIA BOSS EACH SIDE OF OPENING W ;0 Lj Q J 12" MIN. CAST -IN PLACE " 2 °6" DIA 1 1 t/2" 3,000 PSI CONCRETE BASE 27 1/2" 01A I 38m ' (soom i -° --4 ( m) FOUNDATION SECTION VIEW Lu w - -I [ss�mr ]I ----. ` °" ; 1/4" {Emnn) DIA f ° „ O 0 W 26 1/4" DIA jj' 7" NEOPRENE GASKET [79mml NOTES: a t=i1 (687mm) � i [i76rr f 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW JOB NO. ( - -� FLOW TO THE EXISTING PIPE. `• °' I 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 02009 24* DIA 4'T'"'� I 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ` 23" DIA !� 1606Tmm) I I 25" DIA jj( OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE ,.,- -,. SCALE j -` ------ T- (635mmJ - ---' -� BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN TM , 17 28 7/16" DIA_- __- ._._____- j 5/6" O.D. OF GASKET GI;Ct1VVE ACCORDANCE WITH THESE SPECIFICATIONS. [7'22mm) [16mm] ,E -» TYPICAL MANHOLE BASE AS NOTED N.T.S FRAME SECTION FIG. S -1 -A1 7 TD -99 T C' - ? ' O �e U z w p J ~ J U SET DOGHOUSE BASE •', EXISTING SANITARY H ' ON CONCRETE BLOCKS SEWER PIPE >1 W DOGHOUSE OPENING SHALL ; ' '��, i ' ' MIN. 12" CLEARANCE BE PREFORMED BY ° I . BETWEEN EXISTING PIPE Lu MANUFACTURER OR Y Z" AND STONE BEDDING ui SAW CUT TO FIT PIPE °_' ■ , OUTSIDE DIAMATER v PLUS 6 ". 12" THICK VDOT VJ No. 68 STONE BEDDING 8 "x8 "x16" AND 4 "x8 "x16" �. SOLID CONCRETE BLOCKS CENTER W /RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE Lli MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S -1 -A WITH 3,000 PSI CONCRETE OR NON- SHRINKING GROUT ('^/ V II� ALLOW CONCRETE O �J Q TO FLOW A MIN. C) % WRAP EXISTING PIPE WITH CD 1 i (2/ CORED 1' -0' BEYOND BASE NEOPRENE GASKET MATERIAL I� 1 -7 PiCKBARS OF STRUCTURE BEFORE FILLING THE OPENING V NEOPRENE SECURED BY 2 NON- " CORROSIVE STRAPS, 1 ON 1 1/8' (29mm) DIA BOSS EACH SIDE OF OPENING W ;0 Lj Q J 12" MIN. CAST -IN PLACE " 2 °6" DIA 1 1 t/2" 3,000 PSI CONCRETE BASE 27 1/2" 01A I 38m ' (soom i -° --4 ( m) FOUNDATION SECTION VIEW Lu w - -I [ss�mr ]I ----. ` °" ; 1/4" {Emnn) DIA f ° „ O 0 W 26 1/4" DIA jj' 7" NEOPRENE GASKET [79mml NOTES: a t=i1 (687mm) � i [i76rr f 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW JOB NO. ( - -� FLOW TO THE EXISTING PIPE. `• °' I 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 02009 24* DIA 4'T'"'� I 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ` 23" DIA !� 1606Tmm) I I 25" DIA jj( OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE ,.,- -,. SCALE j -` ------ T- (635mmJ - ---' -� BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN TM , 17 28 7/16" DIA_- __- ._._____- j 5/6" O.D. OF GASKET GI;Ct1VVE ACCORDANCE WITH THESE SPECIFICATIONS. [7'22mm) [16mm] ,E -» TYPICAL MANHOLE BASE AS NOTED N.T.S FRAME SECTION FIG. S -1 -A1 7 TD -99 �J Q TO FLOW A MIN. C) % WRAP EXISTING PIPE WITH CD 1 i (2/ CORED 1' -0' BEYOND BASE NEOPRENE GASKET MATERIAL I� 1 -7 PiCKBARS OF STRUCTURE BEFORE FILLING THE OPENING V NEOPRENE SECURED BY 2 NON- " CORROSIVE STRAPS, 1 ON 1 1/8' (29mm) DIA BOSS EACH SIDE OF OPENING W ;0 Lj Q J 12" MIN. CAST -IN PLACE " 2 °6" DIA 1 1 t/2" 3,000 PSI CONCRETE BASE 27 1/2" 01A I 38m ' (soom i -° --4 ( m) FOUNDATION SECTION VIEW Lu w - -I [ss�mr ]I ----. ` °" ; 1/4" {Emnn) DIA f ° „ O 0 W 26 1/4" DIA jj' 7" NEOPRENE GASKET [79mml NOTES: a t=i1 (687mm) � i [i76rr f 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW JOB NO. ( - -� FLOW TO THE EXISTING PIPE. `• °' I 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 02009 24* DIA 4'T'"'� I 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ` 23" DIA !� 1606Tmm) I I 25" DIA jj( OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE ,.,- -,. SCALE j -` ------ T- (635mmJ - ---' -� BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN TM , 17 28 7/16" DIA_- __- ._._____- j 5/6" O.D. OF GASKET GI;Ct1VVE ACCORDANCE WITH THESE SPECIFICATIONS. [7'22mm) [16mm] ,E -» TYPICAL MANHOLE BASE AS NOTED N.T.S FRAME SECTION FIG. S -1 -A1 7 TD -99 Graf Calastrucdon Notes ftar Streitift ('I'hie list is in mdditian to the CieneLal Cctnstnafctwn SURFACE COL' NOM) 1. All materials and construction must be tested and documented sc=ding to VAO'I' N TERM ED I ATE C0U R standmrds and specifications, 2. Surface draimp and pipe diachmp roust be retained within the public pi,& -af way or within easements prIm to acceptance. All drainage ou*U ewwtnents are to be extendW to COMPACTED a boundary line or a natural watercourse. BASE COU RS 3. Guardrail locutions are approximate. Exact length, location and appropriate end treatments will be Meld verified at the time of construction, Additional guardrail may be required at locations not dm% when, in the opinion of VWT (for public roads) or the Canty 13nglxlr (for private roads), or design, it is deemed necessary. When guardrail is COM PACTr_v mquired, it shall be installed four (4) feet offset from the edge of pav+ maint to the fhw of SUBGRADE guardrail, and roadway shoulder widths shall be increased to seven (T) feet. 4. Where urban cross sections are installed, all residential driveway enmwcxI; shall confbxm toVDOTC"(A,Bor Q. ASPHALT PAVING - ALLEYS '�. Where rural cu+ass atr, installed, all tial driveway nntr shall conform to VDOT standard PE-1. NO SCALE 6. Compliance with tho minimum pavement width, shoWdor width and ditch sections, As Ithown on the typical pavement wetion dicWti, shall be strictly adhered to. VARIABLE WIDTH 7, Road plan approval for subdivisions is subject to f"ITj 1 subdividon plot validation. Sbould ( ) IF the final plat for this pmjoct expire prior to signing and recordation. then approval of these plans shall be dull and void. 4 CONC. (3000 PSI A T 28 8. MI signs or other regulatory devices shalt confom with the Virginia M>nnuaI for Uniforn, DAY, OR S TON GER) Troffic Control DeNtic'as and the Albe:Ttl de County lid Naming and Property lVmiing Ordinance ad Manuel. 9. Ttufirlc Control or other regulatory signs or barrleadtes shall be installed by the developer when. in the opinion of the County Englueer, or designee, they are &*emvd necessary in. order, to provida salt and convtqient access. REM 10, The speed limits to be posted on speed limit stgn#c Piro 5 mph below &C design speed, or a c determined by VDCFT for public roads. 11. Vi7CY1 stnlnclacd CD -1 or 2 cross - drains are to be installed unckr the subbase material at all cut cmd fill transitions and grade sng pc loN as shown on the road prottlim, _ 12, A vidw camera inspection Is requited for all storm smvrs and culverts that are deemed NO SCALE Inamesslble to VDOT or County Inspections, The video inspection shall he CanILdoctcd in accoi`dfikwe with VDOT's video camera inspection procedure. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETAT70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH AA MINIMUM COVER OF TWO (2) FEET. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED iN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA I/EMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 5, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. ALL FINAL PAVEMENT DESIGNS AND CBR TESTS MUST BE APPROVED BY VDOT PRIOR TO PLACEMENT OF ANY STONE OR PAVEMENT LAYERS 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS' REQUIRED GRADATION FOR TYPE IF H, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @ 0.3 GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W17H CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. LIST >: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONiNECTION TO ANY EXISTING ROAD, A PRRMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SMALL GO VERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SiLTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAiWABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPIN1/ON OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A (DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY KITH OSHA STANDARDS FOR THE CONSTRUCTI0N INDUSTRY (29 CF? PART 1926). 10. SEE RWSA GENERAL WATER AND SANITARY SEWER NOTES ON SHEET S -2 FOR CONDITIONS SPECIFIC TO WORK ON OR NEAR RWSA FACILITIES. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECT70N BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSAR Y. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ED177ON OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HA VE A MINIMUM OF 3 FEET OF COVER MEASURED FROM 77-IE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WA TER LINES, ETC. Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE' VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4" 21 -A STONE BASE CONCRETE SIDEWALK 6" MIN TOP OF 4" 2" R CURB 6» 1» jp d' e 13" e' °d e d 7» d O - 1' _ 6" I 2' DOT #57, #68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. R/W C/L R/W VDOT CG -6 VDOT CG -2 1 112" SM -9.5 &flioo 00 moo oOO�O &ftfloO oo %� 6 21OOT 6" MOT 1 STONE 2 1/2" BM 25 6" 21 -A BASE 1 ~ BASE 10' 10' TRAVEL LANE TRAVEL LANE 0.5' 23' R/W TYPICAL PRIVATE ROAD SECTION (23' ESMT) #�rHL'ATFIPL10 COURT KHTATFIELD LANE' KHL'ATFIELP KAY (PORTION OFD R/W C/L R/W POINT OF FINISHED GRADE CG -2 CG -2 1 112" SM -9.5 1/4 "• i' t IN E O «v °moo &%66018 O COO O O d- O a & O R 6" VDOT SA " 6 2 1/2 BM -25 211A 6 21 -A STONE BASE BASE 12' 12' 0.5' 1 0.5' 27' ENTRANCE ROAD SECTION WHEATFIELD WAY (27' ESMT) NOT TO SCALE V. 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E 'D•` '�SN,ADt.E NAXLR$4 H04 I MOPE THAN 1500 VPO 0% 3 x 3.IE:�;N SOD -LSPfii VPD METHOD OF TREATMENT- CONNECTION FOR STREET CTIONS AND COMMERCIAL ENTRANCES RE° aD7 VIROPFA DEPARTMENT 17f TRAP•iPORTATON 247 -04 CG -12 DETECTABLE WARNING SURFACE �Y AAaT TYPE A (PERPENDICULAR) APPLICATION _117 ti YT'^.3AT1A EEPARTkYKr GP TRAtATAPClP.'•ATN.7d Low LESS TKAN 600 .4m WHENITTiELD WAY � %'a1 WKrW H O�II SCOTT R. COLLINSZ U Lic. No. 03579147 ���SIONAL E�Gl O 4) 4 O O D O O O O FAdT i', Y CA[O S "S A KL.df, Pf "'GA1!JLi34 (1T `RWE`sEE1 Rr,£Wm k #S EAS fAF:,:ti?Cs:,3ECD. L'44 ay�r,Eq!yTENT, T?FY MR' €1E uI',i:A rLC w, `.{ri M£u..sTMnpe CR��SWs {,. -; A'ni !3WwT+ A7N =1. a74 O. Ay a+.i?cT4b 'f'T i1'a' Ctir.;tx �A, Anfi ,fitH"MA,;) eu':t Pf b:ICA TD af� -.m#} VF�1>:1•s s[r,9+,P1i `A "N"i 1asK' 4`IY F?l. eK, PP4E terw:a".."a f4uF,.' � a 4 O O a 0 O 000,0004 - -� R0.ETr rT£'. Y7L t k st'(;'• Pl ACFkAy ^. AECf a`+"rA..F afRfT . B DFfr F pki A CTWiitrd:OJS W ST$4L7Fi j 0 a O a M P i0 0 a* IS +O .0 4 TARik, FRM A¢D :LD RES.STAV-t PATP C'713rECTYJC ALL%. �CE',:b3i, E:EIS�k.T`s of A FAF1ra't THAT CAA PE ,y>FrCCA{'AE:O, CAtTES£C AAC VAD BY PEf!"5 tr T14 NCET_,, r VAi4.'ADE.E i 4, AFYAPS MAV N PLA&VI Ck RAVIK W TAA1,11f, k, 9EO'tv,19 ftol°Gd'G 114AT " cm OP W4 is PLACE"6 3' ieP4aA1.,9A # qdi T.$R 11 x € »tf , TiF t11: Lo: A}.k.K PAY Lrit'S , TYVCA OFT SWALK S / DET ^ S K WN £ T""k P AtCWMT ACC>Ok =ATT TV. TtRNNG ECT 9A�dC T M.L"AEL T CC ,8E %GR[JD 7 t AD 1 A,L tq A" CLASS 1LT •a, •r:. • k, +4: t• ,w, « - WT£% A1.L0WAPLE {NTRN4'. CRATE TAiE TS NOT TM E.$.T 4. •: • .%�.� 77 4A'f'LaCA&.E iQ STREET CUkL�CTKAKS CC4bGRETE k• •i• ` SECTION C -C U) O o � U w o Z J . 1 2: CO ? J -j Vi Z LLI o U a U � - C V) C Z G - O L U C a 1 U e c � F 5PECF''C'ATgti R F tPENCE ADZ METHOD OF TREATMENT- CONNECTION FOR STREET CTIONS AND COMMERCIAL ENTRANCES RE° aD7 VIROPFA DEPARTMENT 17f TRAP•iPORTATON 247 -04 CG -12 DETECTABLE WARNING SURFACE �Y AAaT TYPE A (PERPENDICULAR) APPLICATION _117 ti YT'^.3AT1A EEPARTkYKr GP TRAtATAPClP.'•ATN.7d g4C}T TY„ =, 602 WHENITTiELD WAY � %'a1 WKrW I C/L ¢ w w L 7' 7 I M - - (CLEAR ZONE) (CLEAR ZONE) RAW LU w w C CG -6 CG -6 > > w POINT OF POINT OF ` CURB & GUTTER CURB & GUTTER 4" CONCRETE` FINISHED GRADE FINISHED GRADE SIDEWALK 1 [ 29 �2" S114-9.5 2" SM -9.5 � 290 3 EXIST. GROUND - 29 29 6' PLAN77NG STRIP 6, W0, STONE BASE 6 29 �-6"" 21 -A 3" 19M -25 3" BM -25 --2.5 L2.5 LANE) (TRA 1/EL LANE) (TRAVEL LANE) (PARKING LANE) 32 57 R/W TYPICAL 1V TXHBORH0019 STj?ETT STCTION (53'0 ,R,�j CLARTWAT LAAW DT'SION SPL',EID• 25 KPH CA T (CLEAR ZONE) CG -6 CURB & GUTTER 6' PLANTING STRIP 6" we STOW BASE POINT OF FINISHED GRADE 2" SM -9.5 VDOT STD UD -4 3" BM -25 UNDERDRAINS 2.5 _j 7 9 (PARKING LANE) (TRAVEL LANE) 21 -B 32 �i7 6' PLANTING 6 ' 2►DOT STRIP STONE BASE 6 7' (CLEAR ZONE) POIN T OF CG-6 FINISHED GRADE CURB & GUTTER 2" SM -9.5 27. 2% 16bW �Ga Oo 00o 6' PLANTING 6 "21 DOT STRIP 3" BM -25 VDOT STD UD -4 STONE UND DRAINS BASE 2.5 6 9 7 (TIRAVEL LANE) (PARKING LANE) R/W TYPICAL NL'IOHBORH00.9 S'TRL'�'T SUCTION (53 ' R14% NOTE: GLEN VALLEY DRIVE TO HAVE UD -4 UNDERDRAIN SYSTEM OLTAr VALLEY DRIVAE' ,DL�'ASION SPEED 25 ,fPH Eu• ....._.. -..... ....�.- r.,JS_ilt5r4ARE COIASNATION UNDERDRAN 10-1 AT LOWER END OF CUTS CEN "fER LUNE SECT40N fWT'4 I1 E "SE.Lfii MAr.MAN TRENCH PLFACEMENT P4YF4AC A'f 4 BACT ���n.t. ua:FmxL-zcaa i -p �PyA KyrKEtt:A *i 4A AFf tGA'L m M^N13NE0 elf t"JCAIAN RE'y'IA`l4:LYes1 -S PLAN VIEW ?Q'E7 1 E LT[~,k F<API: (PLACEMENT OF CD °I COMBINATION tMERDRAN) op TTTT7T�'7Tf'.r -- P.Vrw;r 31$. 4:E k PASE rr_EZ ^" vA >ESn,c ,';ve a cA 'sLF -'{wE 4,. con __ lSF'Wc'Mt Gw 1WL St AV. 1101 ••,• ,52 AEfaK 9A'EE, A4 rA +AACntux AX AIO Tf d7R ^R,'O*E'J ;Tk£ SLAT.° 17ETNG: d GENERAL NOTES I. IACLCSS O'At].Y L�CAT£A A- Tt,g ROiFPi A 5+WGf?Tf D9,07h V.Wi » tb K dU f[ MSCMIMAW R Di t AK RF o ?dC6.Zi9. 2, AA2F,� at$'IPi KAM" WIT" ADC0E " - 1�1 aU tm[P£D 40 NON-PERFORATED CUTLET WE a M. rr P: IL J PLA6_-0 s,x 04r PGC; AT T E race or T C ,PAVE 4ARr AANDFrvT r o A ARMC RAF A--i_ t O t`& `?IGAOER A.PL 1 r. •Mi 1J S CESP>En.E, �1AAE 4, RN [4 A1q 'TC4 iL:T10,A5,'W+F R S �'X F "0 4".0 WI ptpu..£ VJ "' -Ef1 i1:6t r1a'iRVSh+Cr i4'2T AN.£ 1: f% LKr %L a0 %9 G.MN afTO JfP.P REf.'S 'JR m/tii'3,E5 S. !PJ i"fti";1z,:TVA"ittrgpR, PAT WM eS 10 44'; L.Cm vvm'AATW -.T A W w'H i,•MI _1141 LOw , 4K 1sa +, W ARFRi C:EVA9wV I -I= {JAS X .11 RNi TO FIE d AEMRtAA OC PIxCRT "IA- C P*_LF^ J AN _ L "{wl 9}P.'Y.tUiC COMFCWae ti'tk✓.,•,R"1, kwc. 'r IYAr,q, YA+ t4n "3 9[w, g4Pt CT HIE M4 sYi M314 IM= Ml n:iES I' '1'- O ANR AT 5Y XP.W rot DE 'A 1'T SttlE CkV`iM*i S'�b3'H A°+ T,'C alT4ET :PE. 5. a;T•.eY Aw+ tza 5r 9ErLar_Y : M'1YCtE1A Te, cW,:ecw m�E:K nK,z,�e STANDARD COMBINATION UNDERDRAIN PL °4Ry.MCC A/tA (AT LOWER END OF CUTS) 1R 111 4Y10Nh CfP1ftR1ENC CP ?9ANR'CTi In(Yd T "" TY:E W t±`i S,rr, e�e� � R1� - -F•� "W.T . • 1V:Kt JMK'iEF w t, e" Y.,il CpA}v ,r IAYkTM Fk.L T /E, tti} GROUND 3- 1 4ub Lktse h ;yAy,;t,l W3«L i5. WHENITTiELD WAY � %'a1 WKrW 5 T4 >n.i K3Sw iTi- 2 L4t°4 IV -w 06A ma��yy'1'' �PAYf,L6'Nr T44 d$ ✓.A;, ,M°i4$. 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GENERAL NOTES 1 T'4SVCp WA.t WT i41 %q F:TN AGaA1 MF, AAT 7>&[AAT}aY -MO TANWO 10 AF'PRCAC9F L"-AB AFYfIFE31T ? 04'LET A+M "4-L fs.'gAl AT 'It EAT€ :R" -_ tRA'eet LAM PA'dEVi_O A4,i SLI �;,_ -, C1.,L b 1Jx CLFR N 3 ta.T.^fF M[tT.C'N°., rWi]'6 m 8 tllf " -L'-!1 F M CnIERa+.f PPd'..gF '.l 1, iS FVP fYa3i�CNA,.S, TkHY ME '0 LGEM1 -ka SC: A, TO TJk AAI W:V LRWa ::LI E �Tf St•Wk�4 °"Wk 9v(!• 7 !. � j5,- LKEfia%CP 'Vlfo13,� FN.;rt is s4 HE 11WA ENT vA TW NT MfA .. CNLE' PM M - - -T 5 ,+^AJdY tL1TA1�1 Ai tNAlsC/ N1i9 01' 6VftLt ?'YL Tit 02 M Intl -MCI PAC^ +fibw5 hYER't fLf YAf aih O. 4i tK,f :<<i PLACEMENT OF CLT -2 I EiaARAfN AT a K.LC�CNAA c ¢MS tFl PSa kTF9, Ci'J wTar PAY LAA^ • a ckz ci NT T BROG€ APPROACH SLABS REEF, WARE OF SrA.;• i W%Ml As TNe G:TLET 18E. r. dl'kCt RMF FO ".: s[zaA[,t.+ K'slAa:.:Tr9 Tp ax *a:d! 4,•rF:a JKAdu dr ``" • R STANDARD COMBINATION UNDERDRAiN wLR� (AT GRADE SAGS AND eRIDGE APPROACHES) Yl4,NMt TJEPAT+EWTw" OF T,Ake}'+;RTAl pk :C W9 C9 TTP1 bk" PT; :Y..> -,TVG `a "R4N41J EXIST. GROUND I1CV SNMTIi 'wA{ pdC ,bt 'J.'S3 SusES,N . GROUND TG ,KA NMN T4 M.s NNAf T6ble 4: Pavernert Design (VDOT Paverrent Design Guide) �~ c = 4" VDOT 21A STONE BASE EXIST. GROUND 5 1.0 4" CONCRETE SIDEWALK 4" VDOT 21A STONE BASE 5 Pavement Design RF= 1.0 tontion EXIST. GROUND I1CV Desien ADT CSR 554' EXIST. GROUND Pavement Design RF= 1.0 tontion AI)T I1CV Desien ADT CSR 554' Dr SLU1NCe h g Bnee h R 4ub Lktse h Op WHENITTiELD WAY 305 5 355 S 5 10_1;2 SM -9,5 11,Q 2.25 BM -25 2 L�2 2 -15 ?1A 6 0.6 12,35 f t' F .B' tT i N1_Ali'1EL CC)td 19 3 5 1 9 � 5 S 8.63 5iuf -9.5 r 1 i,2 ? _.25 BM-2.5 'T f ., Lr4 2 -1. 7 .t.1+A fi (I.6 12.35 WriS•".AITIELDPLACE 132 5 18: 5 5 3,50 SM -9.5 1 t<2 2,25 13M -25 212 2A5 21A 6 0.6 13.35 1 RIFA•FIELOIANE 209 5 259 5 5 X1,73 SM -9.5 d 12 2,25 [3M -25 21n 2.15 21A 6 0.6 12.35 CLA1i{zMONTIANE 600 5 650 5 5 ;2,93 Sit -9.5 2 2.25 [3�1 -25 3 2.15 21A 6 0.(i 14.55 GLEN VALLEY DRIVE 1140 5 1190 5 5 15,03 SM -9.5 2 2,25 13M-25 3 2.15 2113 8 0.6 15.75 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR N N ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: N w i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. � - Nq TOP 4„ ii. INSTALLATION( OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE BEING OF R =2AA COVERED. CURB rn o 0 0 0 .-4 iii. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE PLACEMENT OF � CONCRETE \/ �;..` :., loco SF OFFICE (CODE 6" ROADBED BASE MATERIALS. ADT: RATE -:Li VPD (5.5 VPD ENTER /5.5 VPD EXIT) ROADS. 1 ", SHEET NO. iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS ' IF CAST INj PLACE, 18'x/ :.. °• ..r: 8 SURFACC SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 4,000 PSI:!..• %' ' BASE IF v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PRECA PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD \/ • : : . 0 �Q DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. '- oo�o CSUBBAfSE6 00 00 \00 000)U n o;;Oo vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF 6" Min C�aoOo�� U� VDOT #57, THE FINAL INSPECTION #68 OR #78 vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO STONE BASE EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 1' 6" UNDER CURB. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL STANDARD CG -2 TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING NO SCALE ELIGIBLE FOR STATE MAINTENANCE. N N N N w -1 � - Nq AM PEAK RATE: 25 VPH (4 VPH ENTER 121 VPH EXIT) NOTE: A PORTION OF `':, SCALE 00 rn o 0 0 0 .-4 -4 JOB N0. 4o TOWNHOUSES (CODE 230) D2009 ADT: 294 VPD (147 VPD ENTER/147 VPD EXIT) AM PEAK RATE: 25 VPH (4 VPH ENTER 121 VPH EXIT) NOTE: A PORTION OF `':, SCALE PM PEAK RATE: 28 VPH (1g VPH ENTER/9 VPH EXIT) TOTAL VEHICLE TRIPS , "� WILL ACCESS THEIR AS NOTED BLOCK 4 DESTINATIONS z loco SF OFFICE (CODE VIA THE PERIMETER �' ADT: RATE -:Li VPD (5.5 VPD ENTER /5.5 VPD EXIT) ROADS. 1 ", SHEET NO. AM PEAK RATE: 1.5 VPH (1 VPH ENTER /o.5 VPH EXIT) 8 PM PEAK RATE: 15 VPH (0.5 VPH ENTER /1 VPH EXIT) 5 0 5 10 FEET VERTICAL SCALE: 1"=5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' NOTE: DUE TO INCREASED INFORMATION RELATED TO CORROSION IN THE CROZET AREA, ALL DUCTILE IRON PIPES WILL NEED TO BE WRAPPED WITH POLYETHYLENE ENCASEMENT OR SOILS MUST BE TESTED TO DETERMINE THE NEED. HIGH POINT ELEV = 684.70 HIGH POINT STA = 11 +52.50 PVI STA = 11 +40.00 PVI ELEV = 684.45 A.D. = - 0.74% 90 K =33.66 _ LOW POINT ELEV = 681.73 25.00' VC mY m LOW POINT STA = 10 +37.50 C) C) T PVI STA = 10 +50.00 N c o m -n PVI ELEV = 681.98 p A.D. ^ � 0.75% CO co 690 0 I 690 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 WHEATFIELD PLACE PROFILE 24" STEEL WATERLINE BO OLD TI 12" G.V. & TYPE BLOW -OFF VALV 695 L( LOI HIGH POINT ELEV = 692.37 HIGH POINT STA = 11 +20.00 PVI STA = 11 +26.30 700 PVI ELEV = 693.20 0 -o N O ro r .,; 700 POINT ELE 25.00' VC m m w LO c:O � n � 6 OINT STA = rF 0 +09.90 � M M c N LO POINT STA 12 +53.18 U) w "z cn cn m + - + N EXISTING 77.00 VC 0 PV STA = 12 +26.25 ° ° ° GRADE PVI ELEV = 689.81 r` � 685 D D m iri w vi Iii PV ELEV = 688.04 z O 685 0C)Z mca 690 co L- A.D. =7.16% co ❑z J O 1695 co co - � PROPOSED GRADE 0,2 TI , I I 2.00 0 0 +09.90 2 p0% BV 2.74% w n U BVCE: 680 U U > > U > > GRDE BV E: 691.19 680 PROPOSED EVCS: INTERSECTIO OF J;GRADE (STA. 11+66.00) GRADE W EATFIELD PLACE 2.00% Z w EVCE: & WHEATFIELD LANE (STA. 11 +0 .00) - Wl -POtNTWE 675 YD1 675 0.00' VC CD i VCE: 675.29 MH -15 - MH -14 .00' VC MH -17 670 = 13 +38.71 670 r cn O O O ci r CO 55.00' VC CO co co 14. CO co co CO co TIE -IN TO EXISTING CO (D (O (0 (O Co (O (o F- 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 WHEATFIELD PLACE PROFILE 24" STEEL WATERLINE BO OLD TI 12" G.V. & TYPE BLOW -OFF VALV 695 L( LOI HIGH POINT ELEV = 692.37 HIGH POINT STA = 11 +20.00 PVI STA = 11 +26.30 700 PVI ELEV = 693.20 0 -o N O ro r .,; 700 POINT ELE = 689.31 66 A.D. = - 8.87% K =8.68 PVI LO POINT ELEV = 688.92 � 6 OINT STA = rF 0 +09.90 � LOW POINT STA = 11 +38.0; LO POINT STA 12 +53.18 U) w "z PVI STA = 0 +34.90 0 77.00 VC 0 PV STA = 12 +26.25 0 Q g PVI ELEV = 689.81 r` � ww r PV ELEV = 688.04 z O w 695 A.D. =1.71% w'` 690 co L- A.D. =7.16% co ❑z J O 1695 co co - � PROPOSED GRADE BVCE: 687. y 84 I I BVCS: 0 +09.90 Iii EXISTING BV S: 11 +65.25 w n U BVCE: 689.31 U U > > U > > GRDE BV E: 691.19 BVCE: 676.2 Q w g EVCS: 0 +59.90 -0.98% J;GRADE m EV S: 12 +87.25 2.00% Z w EVCE: 690.74 - S: -1-2 +93:2 - Wl -POtNTWE EV E: 689.26 690 0.00' VC CD i VCE: 675.29 12 .00' VC 690 OW POINT STA = 13 +38.71 LOW POINT ELEV = 676.32 34 +50.00 0 680 REMOVE 8" PLUG & 55.00' VC 80.00' VC `- PVI STA = 1' +43.50 TIE -IN TO EXISTING LOW POINTS A �15 +22.00 2.00% / F- SSD -161' A.D. = SSD =164 8" WATERLINE 676.72 685 PVI STA = 15 +00.00 w GRADE SANITARY LATERAL 680 685 °o^ PROPOSED 4" CLASS 53 A.D. = 3 65% .-. O 8 "x4" TEE (1) 4" G.V. 76.16 EXISTING 8" LOW FIRE HYDRANT 0' 8 "x8" TEE ASSEMBLY K=2 7 39 VDOT STD. CD -1 WATERLINE 2.52% 3 - 8" G.V. L W IL 0 PROPOSED 8" CLASS 52 125.00' VC CROSSINGS 1 0 D.I. WATERLINE 12C 680 MH -15 - MH -14 INSTALL A.R.V. R.V. AT � PROPOSED GRADE 680 _ ° w + � WATERLINE HIGH POINT P I STA = 10 +75.0 = 671.0 ° U*) SSD 163' u*) 15, 2.1' 75. 0' VC INTE14,SECTION OF PI ELEV WH EATF M TA. 10 +97.00) co INTERSECTION OF SS 173' L°n TFIELD W/4Y ( WHEATFIELD COURT A.D. = 4.75% (STA. 10 +97.00) WHEAT IELD LANE (STA. 10 +00.00) Ci � M & WHEATFIELD WAY & WHEA FIELD WAY (STA. 11 +66.00) MC~0 O r M 675 (STA. 10 +00.00) o / "+' 6 OO 680 675 CO CO r co r O O r (h N CO r N LO O 00 O to LO f� O c7 cn O CO N Ln r Co CO CO O) I,- CO co O 00 O CO N O) O co r co 0) co O I- co 0000 00 I*_ 00 O 00 (0 (o to CD C.0 (0 CD C.0 �(D C (D cc) CD mod 12 +50 9 +50 LOW POINT ELEV = 673.22 HIGH POINT ELEV = 677.72 LOW POINT STA = 11 +37.50 HIGH POINT STA = 12 +72.82 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 WHEATFIELD WAY PROFILE 695 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 GLEN VALLEY DRIVE PROFILE 14 +50 15 +00 15 +50 co CO fl- to O M O 660 660 655 655 O ti O m co I,- O O °o O r- 00 U) O (0 Co Co O cn N c0 r (o cl O Co O M O 00 CO O O O M� (n 0 O CO C) CA O ti O (0 00 (o LO r cf) 00 O � 00 � LO N M N N r N O N O r O cc) 0) 00 co 00 co 0000 0000 1,- 00 r- r- tiP- �r- ti� r� co NOTES: s. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF s' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. HIGH POINT ELEV = 690.16 HIGH POINT STA = 30 +75.00 PVI STA = 31 +25.00 PVI ELEV = 689.67 A.D. = - 4.05% K =24.69 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 100.00' VC 66 695 0° PVI ELEV = 678.2 U Q rL U a � LOW POINT STA = 11 +38.0; K = 17.55 PVI E LEV = 673.98 m m 40 w w NE U z 100.00' VC + o + A.D. = 2.05% ww A.D. _ -6.45° 690 4° w A.D. = 4.02° 690 8 x4 TEE �� K = 26.84 co K =12.4 co co c (1) 4" G.V. EXISTING GRADE BVCE: 687. 5 B CS: 11 +37.50 VCS: 12 +13.2 .00 U U VDOT STD. U U EVCE: 682. 690 U VCE: 673.22 = 672.80 BVCE: 676.2 70.00' VC - 4.67% -0.98% m m 690 LOW w + - S: -1-2 +93:2 - Wl -POtNTWE V-- 677: 8 52 PROPOSED CD Q, VCE: 675.29 WATERLINE EVCE: 677.5 OW POINT STA = 13 +38.71 LOW POINT ELEV = 676.32 34 +50.00 0 680 55.00' VC 80.00' VC `- PVI STA = 1' +43.50 LOW POINTS A �15 +22.00 PROPOSED F- SSD -161' A.D. = SSD =164 PVI ELEV 676.72 & 4" VALVE PVI STA = 15 +00.00 w GRADE SANITARY LATERAL 680 °o^ PROPOSED 4" CLASS 53 A.D. = 3 65% .-. O PVI ELEV 76.16 VDOT STD. CD -1 685 LOW OINT ELEV = 672.22 MH -13-N -12 V"-� __- K=2 7 39 VDOT STD. CD -1 A.D. - 2.52% 685 L W IL 0 0. 125.00' VC CROSSINGS 1 0 685 FILL AREA THRUST I � PROPOSED GRADE w _ ° w + � SSD 173' P I STA = 10 +75.0 = 671.0 ° U*) SSD 163' u*) 15, 2.1' 75. 0' VC OW PI ELEV WH EATF M TA. 10 +97.00) co L°n SS 173' L°n TFIELD W/4Y ( TA. 10 +00.00) A.D. = 4.75% m F- rn + Ci � M 3 i ( Q co K = 26.11 FILL MC~0 O r M � N 00 '; t 00 + o / "+' 6 OO 680 00 124.00' VC U CO O U CD C r COO (~0 r Co 680 ° _ SO ° 12"x8" TEE UwOwO w u- + + 1.0' 2 - 12" G.V. z- N VDOT STD. CD -1 mod U)Q�wr w 2.00% U Li > > r~i Z = � � > + N PROPOSED O N FILL _ �0 Op/ m m w w 11 � cO GRADE r o 4.80% O Co O 00 _..._ Lf) N 00 00 r O 00 I- m m w (D w Ill CO Co &j 6i Co co Inr 675 j j VDOT STD. CD -2 > > - 1.65% I - - 675 680 m m Ju VDOT STD. CD -1 VDOT STD. CD -1 / - VDOT STD. CD -1 ,� CASING & EXISTING END CLAREM DNT LANE ROA RE UNDER � 12 x8 TEE tAIL DRIVE o 0 FIRE HYDRANT ASSEMBLY. CONSTRUCTION STA. 34 +00 w ° 75/0 EXISTING 12" 0 ° 1 END WATERLINE WITH 8" G.V. 670 -2.00% 23 z ° � o WATERLINE 670 ++ .-, o 16A 5 Lil Q Q Q 675 cn cn > E 12"x8" TEE z O + ILL w 2- 12" G.V. PROPOSED 12" CLASS 51 w> w w z o O 665 0 p W z g 1 - �� 8 G.V. D.I. WATERLINE r "x12" 0 R ¢ J w J U 665 ^ U F- � CUT IN 12 CROSS WITH (3) 12" G.V. O ° w z Q o cn I•- z _O �� UJ °J °� FIRE HYDRANT " z 8A `7, AND (1) P: UJ� >m zz0 670 0 w cn Q >�� ASSEMBLY O Q I- EXISTING 12" WATERLINE w cn Q w >w w JUG 0 +) wzd° Wwg 0 °r 660 zw ?0 z 0 co °Q z Q 660 _ U z0 (4) 12" GATE VALVES TO BE Z O LO O 00 O O 0 o LO O CO Lo r" O LO 't LO c0 d, O O � N (0 LO O co (O N O O O N r Nt O N Il- M t` N 4 N Ln p- I M CO ti ti L6 O h r- CO O I 00 ti I� 4 ti 00 CO N N- O� O O O CO l'o '0 '0 . O CO CO w a- 0 w (0 w (O 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 GLEN VALLEY DRIVE PROFILE 14 +50 15 +00 15 +50 co CO fl- to O M O 660 660 655 655 O ti O m co I,- O O °o O r- 00 U) O (0 Co Co O cn N c0 r (o cl O Co O M O 00 CO O O O M� (n 0 O CO C) CA O ti O (0 00 (o LO r cf) 00 O � 00 � LO N M N N r N O N O r O cc) 0) 00 co 00 co 0000 0000 1,- 00 r- r- tiP- �r- ti� r� co NOTES: s. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF s' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. HIGH POINT ELEV = 690.16 HIGH POINT STA = 30 +75.00 PVI STA = 31 +25.00 PVI ELEV = 689.67 A.D. = - 4.05% K =24.69 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 Co (D Co (0 Co (O co 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 CLAREMONT LANE PROFILE HIGH POINT ELEV = 690.93 HIGH (POINT STA = 10 +11.04 PVI STA = 10 +36.04 PVI ELEV = 690.43 A.D. = - 6.69% K =7.48 50.00' VC 0 0 �rn �N 695 C3 o co 695 100.00' VC 66 695 0° SSD =316' 0 695 U Q rL U a � LOW POINT STA = 11 +38.0; K = 17.55 ® - 2.00% m m 40 w w NE U z 100.00' VC + o + I. ww 690 4° w A.D. = 4.02° 690 8 x4 TEE �� ccoo co 690 co co c (1) 4" G.V. 8 "x8" TEE r 00 N BVCE: 687. 5 .OW-OFF E VALVE 8 "x4" REDUCER EVCS: 11 +3 .00 U U VDOT STD. U U EVCE: 682. 8 U LOW POINT ELEV = 672.80 \ 70.00' VC - 4.67% -0.98% m m m w LOW w POINT S, A = 35 +12.50 52 PROPOSED CD Q, D.I. WATERLINE GRADE 0 VDOT PVI STA 34 +50.00 0 680 690 680 `- EXISTING 4" 90° BEND TO PROPOSED F- A.D. = 4.19% U) GRADE & 4" VALVE - - -_. w GRADE SANITARY LATERAL 680 °o^ PROPOSED 4" CLASS 53 z ° .-. O K = 29.85 D.I. WATERLINE VDOT STD. CD -1 675 MH -13-N -12 V"-� __- MH -19 - MH -17 VDOT STD. CD -1 SANITARY as L W 0 0� 125.00' VC CROSSINGS cr 685 FILL AREA THRUST I � PROPOSED GRADE w + ° w + � SSD 173' ° g 685 15, 2.1' OW O❑ wo WH EATF +° TA. 10 +97.00) w~ +N �o Q & WHE TFIELD W/4Y ( TA. 10 +00.00) _ m F- r _ 665 z'! z W 3 i ( Q co 665 � N MC~0 O r M Imo- N r ch N 00 '; t 00 OO 00 OO 00 676 SANITARY CROSSINGS CO O �J CD C UI- COO (~0 �Jpwr 12"x8" TEE UwOwO w u- + + 1.0' 2 - 12" G.V. z- 0� 66i U)Q�wr 1- 8 "G.V. 66 Li 665 Z = � � ,533 O N O r*- O CO (O M r Lq I NT O r N 00 r r Ln Lc) 0 M 11 r O r 00 O 00 O Co O 00 00 Ln 00 00 Lf) N 00 00 r O 00 I- m m w (D w Ill CO Co CO Co Co co 680 N 680 ,� EXISTING END CLAREM DNT LANE ROA D � 12 x8 TEE CONSTRUCTION STA. 34 +00 w EXISTING 12" z o WATERLINE .-, o 675 � Q 675 N O + + O + M M Q .�. r <C W z g M r MH -11 - MH -10 1.Oi , - 0.84% U F- � L7 w cn I•- z LL " z 8A `7, 670 0 0 z O Q I- _�` 670 EXISTING 12 "x12" CROSS AND-/ Q o � U z0 (4) 12" GATE VALVES TO BE Z g ❑ U w COMPLETELY REMOVED AND (n U U w REPLACED WITH A PIECE OF - w a- 0 Z w -j PIPE TO ACT AS A SLEEVE --- k-� 665 z 06 w0 m U I-2U ? S' xs I CUT IN 12 "x12" CROSS 665 WITH (3) 12" G.V. Co (D Co (0 Co (O co 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 CLAREMONT LANE PROFILE HIGH POINT ELEV = 690.93 HIGH (POINT STA = 10 +11.04 PVI STA = 10 +36.04 PVI ELEV = 690.43 A.D. = - 6.69% K =7.48 50.00' VC 0 0 �rn �N 695 C3 o co 695 cis w 66 w LOW POINT J AND U Q rL U a � LOW POINT STA = 11 +38.0; K = 17.55 ® - 2.00% m m 40 w w NE U z 100.00' VC NOD F V OI O XISTEXISTING12(WATERL ING WATERLINE PVI ELEV = I Co (D Co (0 Co (O co 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 CLAREMONT LANE PROFILE HIGH POINT ELEV = 690.93 HIGH (POINT STA = 10 +11.04 PVI STA = 10 +36.04 PVI ELEV = 690.43 A.D. = - 6.69% K =7.48 50.00' VC 0 0 �rn �N 695 C3 o co 695 16 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 WHEATFIELD LANE PROFILE PROPOS TYPE A BI & 4" GAl 695 HIGH POINT ELEV = 689.70 HIGH POINT STA = 10 +77.59 PVI STA = 11 +03.09 PVI ELEV = 689.27 A.D. = - 7.16% K =7.13 ,m LO rmw 51.00' VC � LOW POINT ELEV = 677.78 LOW POINT STA = 12 +65.37 PVI STA = 12 +15.37 rM* VDOT STD. CD -1 cis w 66 w LOW POINT ELEV = 682.98 U Q rL U a � LOW POINT STA = 11 +38.0; K = 17.55 ® - 2.00% m m 40 w w PVI STA = 11+03.00 U z 100.00' VC 0 w PVI ELEV = 384.61 ww 690 4° w A.D. = 4.02° 690 8 x4 TEE �� -8 69% BVCS: 10+63.00 690 (1) 4" G.V. 8 "x8" TEE r 00 N BVCE: 687. 5 .OW-OFF E VALVE 8 "x4" REDUCER EVCS: 11 +3 .00 vi Lii VDOT STD. CD -1 EVCE: 682. 8 U 685 \ 70.00' VC - 4.67% 685 m m EXISTING GRAD PROPOSED 8" CLA S 52 PROPOSED CD Q, D.I. WATERLINE GRADE 0 VDOT STD. CD -1 0 680 680 `- GRADE 4" 90° BEND TO PROPOSED F- TYPE A BLOW -OFF U) GRADE & 4" VALVE 680 w 29 SANITARY LATERAL 680 °o^ PROPOSED 4" CLASS 53 675 'c 00 D.I. WATERLINE VDOT STD. CD -1 675 MH -13-N -12 V"-� MH -19 - MH -17 VDOT STD. CD -1 SANITARY as - 3.14% 8" 45° BEND w� CROSSINGS cr FILL AREA THRUST I � w w 670 0 � 0 a g 670 15, _ OW O❑ wo WH EATF IELD COURT ( TA. 10 +97.00) w~ W FL �o Q & WHE TFIELD W/4Y ( TA. 10 +00.00) _ m F- r _ 665 z'! _� z m �.'o 3 i ( 665 � N LO CO r r O r M Imo- N r ch N 00 '; t 00 OO 00 OO 00 676 SANITARY CROSSINGS CO O C C° 0 CD C co (00 COO (~0 16 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 WHEATFIELD LANE PROFILE PROPOS TYPE A BI & 4" GAl 695 HIGH POINT ELEV = 689.70 HIGH POINT STA = 10 +77.59 PVI STA = 11 +03.09 PVI ELEV = 689.27 A.D. = - 7.16% K =7.13 ,m LO rmw 51.00' VC � LOW POINT ELEV = 677.78 LOW POINT STA = 12 +65.37 PVI STA = 12 +15.37 rM* VDOT STD. CD -1 ►- + � of N + ° ti o AD.= 5.70% U Q rL ED 4" CLASS 53 a � � ( K = 17.55 ® z En Q H D.I. WATERLINE - 1.68% U U v U z 100.00' VC 0 w °m Lu ww r` ti w 690 �� CDo 690 8 "x8" TEE r 00 N fl- .OW-OFF E VALVE 8 "x4" REDUCER 3 - 8" G.V. iii ui vi Lii U UU m m PROPOSED 8" CLA S 52 685 Q, D.I. WATERLINE 685 VDOT STD. CD -1 EXISTING GRADE PROPOSED 3' IN. GRADE 680 29 SANITARY LATERAL 680 CROSSINGS V"-� VDOT STD. CD -1 SANITARY LATERAL - 3.14% 8" 45° BEND CROSSINGS FILL AREA THRUST I BLOCK REQUIRED 675 675 15, WH EATF IELD COURT ( TA. 10 +97.00) & WHE TFIELD W/4Y ( TA. 10 +00.00) 2 6' 5' 8" 45° BEND w LL O 676 SANITARY CROSSINGS LATERAL 0 O ❑ U 31 0 c) O --I O 19 670 �Jpwr 12"x8" TEE UwOwO w u- + + 1.0' 2 - 12" G.V. U)Q�wr 1- 8 "G.V. 665 Z = � � 665 O N O r*- O CO (O M r Lq I NT O r N 00 r r Ln Lc) 0 M C7 O M O r O r 00 O 00 O Co O 00 00 Ln 00 00 Lf) N 00 00 r O 00 I- 00 CO ti I,- (D O CO Co CO CO Co CO Co Co co Co (0 SCOTT R. COLLINSZ U Lic. No. 035791,E ��NSIIONAL E��l xi y N N N QI- N CT O ° 00 m O` CD ° -4 ,a 9 +50 10 +00 10 +50 11 +00 11 +50 OZ J F- w F- w UO U Q rL rL O o � Q a Q a ® z En Q H w d w d IMI > � z o w 0 w Lu Lu Lu w xi y N N N QI- N CT O ° 00 m O` CD ° -4 ,a 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 WHEATFIELD COURT PROFILE ` z w M 0 M z N w Q z 0 N � w UJ J U) w O W F- P-4 0 LL O Q U '� 0 Q �e U O O� F- n m F- W W cn F W (' 1-I O N Q w P Lu O� w w LO JOB NO. 02009 SCALE V: 1' =5' H: 1 " = 50' SHEET NO. 9 - - -------- ------- . . .... . .... - ------ - - - - __-_- ----- - ........ ..... . ........ . . . . ................ . . - - - - - _-__----- ------- -------- ------ TH ix, NJ L ... ............. . ....... .......... . ....... -- -------- SCOTT R. COLLINSZ ... . .............. . ------------------ .. ......... .. U Lic. No. 035791, ---------- - ---------- " - - - - ----------- - - - - - ----------- . .. ......... . ......... . I ONA OJXA 1/6'0 091, 9 12 M= J= STR. io 9 cm ic= K= 1= 1= IM AREA - o.. 6 AC. © �� 680 STR -22 680 STR -2213 VDOT STD. DI -2C (L =4') VDOT STD. DI-213 (L=12') RIM:672.73 RIM:672.85 INV IN. 669.09 TO 24 INV OUT. 669.30 TO 22 j INV IN. 669.09 TO 22B 675 T INV OUT. 668.99 TO 20 11 I -_•-1 0 1 L15" RCP 665 26.52 LF @ 0.79% 665 m ° ti CD 675 675 1.0' 12" WATERLINE CROSSING 670 670 r- w 15" RCP 0i o6 31.18 LF @ 0.64% CO CD -0 +50 0 +00 0 +50 1 +00 STR -813 - STR -8 PROFILE 690 0 STR -8 00 O VDOT STD. DI -213 (L =12') m RIM:680.25 N °o INV IN. 671.80 TO 10 p ti 685 INV IN. 671.80 TO 8B INV OUT. 671.70 TO 6 m co C co F-00 STR -YD2 � O Z 0 • • - 0 >'� �j VDOT STD. IS -1 SHAPING SHALL BE INCLUDED ON ALL MANHOLE STRUCTURES WITH A 4' OR GREATER INLET DROP. ALL PROPOSED STRUCTURES SHALL HAVE IS -1 INLET SHAPING NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5 O 5 10 FEET VERTICAL SCALE: 1 " =5' 50 O 50 100 FEET HORIZONTAL SCALE: 1"=50' c� C) 0 00 2 ~ > 660 2�Eo �CD cn to M F- 2 100 04 M N NN 0 O "? 19 co F- O NN NO to 695 0 en - SDR 35 PVC 2 20 695 c- 7OG,O- O(000 C) >> > (0 pj f-- �cn�zzz 0+000D ~ > 660 p �CD cn to M 690 I 690 685 685 680 00 LO 680 = � L8" SDR 35 PVC 2 20 ' 56.00 LF @ 1.14% 2E O 675 0 o M o co 00 675 � (N'7 uO M °o � `n 00 N N N co o�WCD co co m 00 m co 2 0 CROSSING O0 M r CD t1') � �O 0010 m co OR O O � 0 0o -q- (D 2 685 0 o `° r- r-- O O o co F- F- o �Z Z0 cn , �cn�zzz C) o N CO F- C9pcp O 680 \ II 675 let-OR Mue-0 IN PROPOSED DUCTILE IRON SANITARY LATERAL @ 2% SLOPE 675 I 1'9' 3.5' 4.3' 31 67" 8" SDR 35 PVC 670 43.07 LF @ 1.09% 25 8" WATERLINE 665 CROSSING 665 c 000. 00o o CD cz co co 03 rl- rl- to w -0 +50 0 +00 0 +50 1 +00 1 +50 MH -16 - MH -14 PROFILE 690 B. .:1 675 • 1l -0 +50 0 +00 0 +50 1 +00 1 +50 665 MH -19 - MH -17 PROFILE 680 0�,5h�ob. 4i 5 OAF �000 675 e EXISTING RWSA MANHOLE 640 STA:0 +00.00 8" SDR 35 PVC RIM:628.57 86.00 LF @ 2.87% 680 INV IN. 621.67 TO MH -1 ~ T EX. INV IN. 621.47 EX. INV OUT. 621.47 675 670 uO 0 O (Iq O N N N co co Co co Co m Co CSC co o c0 to to to to 0 -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 MH -18 - MH -13 PROFILE 635 / 630 / MH -1 l ;F i 1r , k r4 ,•,... , f i" S �'� ' EXi I, S TI � ING i ''8 _ 1R, t r W;" St 4 A D IP SEWER' i + Off. t t f r f s 1 .. s f f f 1 • r J r / r ,J � / I , f .1. . - _ - •w _ s ST R H . 1 IN f S (C!)Lic. TT COLL N0357 Z 91 o !'CONTRACTOR �A�TOR TO' REMOVE -101VAL SSG EXISTING STOCKPILE AREA J r r: M H -2 \ , o '\ MH 4 +0 MH -9 �d, an f r g f J M H -3 00 5+ r i / r i j r/ l �/ - M H 8 i / / X i / r fF�f; t \` / a 'yl , f r I 9 p x 0 O -7 +VAT R TIG HT FRA ME .. i COVEPZ REQUIRED' r Z Z 0 f r J r t r f MH -1 < f _ MH -7 J f } MH 5 .i r \ J3 U U _ W [n (n N / /. ' „� _ `-§ i f r f ( ( 1 \,l : , j. , i '•J` : f' 0 Cn Q Q Q ® O , , w w CL EXIS�TINC� RWSAMANHdLE' i % ;'t,' / z o 0 / r / �tV1/SA'CZI -IUIH =132 ; w ! ww L// mo// Lu w MH -11 (p STA:10 +99.26 0 = RIM:682.43 120 = INV IN. 671.63 TO MH -12 690 O O o =INV OUT. 671.43 TO MH -10 CONTRACTOR TO �- N O F- 1 REMOVE EXISTING N 00 F- 00 _ co = ��STOCKPIILE AREA N (� ,n oo °0 0 MH -10 _ N C i CO F- co 0 of 0 co STA:10 +59.90 I 0 MH -6 CO + Z o- �-: RIM :682.16 w \ ` \ 0 o STA :7 +14.06 = < � > > o a+o Z p Lq M of m_ INV IN. 671.16 TO MH -11 685 , � N �' a o �� RIM:678.45 Z Z = Q > >`� co cD F= INV OUT. 670.96 TO MH -9 o 0 0 �_ cq C)�ctOO INV IN. 667.65 TOMH -7 I �zz 0 °� �?O� �- _ r': co F- INV OUT. 667.45 TO MH -5 _ > > N 20 u,(+°�z0= I gU) = o Ln _ >> I 680 m cn ix z - LO 0 C° I 12" WATERLINE z CROSSING W U?�M� �`t °Z0 T7 m = Q >> O L + ^`°j ���c?? 675 ti -co M�p?o _ �>> i M j 2WFr zz Z M z f/ 8" DUCTILE IRON 1.3' 9 N W 114. 37 LF @ 1.25% 8" DUCTILE IRON 670 Mgt' i 106.66 LF @ 0.56% 8" SDR 35 PVC 8" DUCTILE IRON F 236.93 LF @ 0.53% 8" SDR 35 PVC 35.37 LF @ 0.76% O _� 2 59.42 LF @ 3.48% 8" DUCTILE IRON O 20 48.88 LF @ 0.68% 665 Cy -j O r> 8" SDR 35 PVC N �- (n 8" DUCTILE IRON ch 61.21 LF @ 0.57% w �r � 59.93 LF @ 0.58% Q O co O O c t0 (0 M Cp (D i N N� Z 0, 660 W F---i _ < >> -� Cn _J I �cn�ZZ O (o N N O N (D O N ct -mm > O (D O CA C0 r O u� 00 °0 N 0� M O r) lt) O (0 00 00 00 00 M 00 00 O W f�. � � � � O O O O O O co O 00 j � (0 (fl ( (� (0 (0 CD co co CD co � co W z 8" IDUCTILE IRON; , f-- F.-. -4 106.47 LF @ 13.48% 3 ±50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 O 0 / O U 695 (� co 695 J ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE 8" DUCTILE IRON - CORING CONTRACTOR, AND ALL MATERIALS FOR CONSTRUCTION 201.02 LF @ 12.30% SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. i RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO WATERTIGHT FRAME ` THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE & COVER REQUIRED ! DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR i INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING MANHOLES s SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. 625 STA:0 +29.02 RIM:631.71 INV IN. 623.91 TO MH -2 j INV OUT. 623.71 TO EXISTING RWSA MANHOLE I f 8" DUCTILE IRON 620 25.02 LF @ 8.95% 1 LO T- r CD M r u N c� O Cr N OR N M N N �- 00 co `- Co co C0 to O (D CO4 Co -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 C) U ~ 660 p �CD cn to M M 2 0 cr) m 00 LO g = � F- 2 20 ' = Q _ > 2E O 0 0 o M o co 00 _= g WATER 655 695 cq ��= °o � `n 00 N N N co o�WCD rn o ►- + ��w0 695 2 0 CROSSING O0 220 - rc°zz0� -2cn > f- F- F- cq Coco co ON(DF- ' »> �Q»�' N00� -qco (Y o � ~� ���ZZZ I r2 (n�ZZZ WATER SERVICE NO(D(01-- co CO z z cfl__O O O N oon Q 685 � Z z ' Z Z 650 u7 OM m(0 '' 685 C) <C ti��r- 690 ° 'q `o 'o- 690 o ' a >>> N Q w J J F- 645 LU 685 4" WATERLINE 685 CROSSING Lu V) o 680 0�,5h�ob. 4i 5 OAF �000 675 e EXISTING RWSA MANHOLE 640 STA:0 +00.00 8" SDR 35 PVC RIM:628.57 86.00 LF @ 2.87% 680 INV IN. 621.67 TO MH -1 ~ T EX. INV IN. 621.47 EX. INV OUT. 621.47 675 670 uO 0 O (Iq O N N N co co Co co Co m Co CSC co o c0 to to to to 0 -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 MH -18 - MH -13 PROFILE 635 / 630 / MH -1 l ;F i 1r , k r4 ,•,... , f i" S �'� ' EXi I, S TI � ING i ''8 _ 1R, t r W;" St 4 A D IP SEWER' i + Off. t t f r f s 1 .. s f f f 1 • r J r / r ,J � / I , f .1. . - _ - •w _ s ST R H . 1 IN f S (C!)Lic. TT COLL N0357 Z 91 o !'CONTRACTOR �A�TOR TO' REMOVE -101VAL SSG EXISTING STOCKPILE AREA J r r: M H -2 \ , o '\ MH 4 +0 MH -9 �d, an f r g f J M H -3 00 5+ r i / r i j r/ l �/ - M H 8 i / / X i / r fF�f; t \` / a 'yl , f r I 9 p x 0 O -7 +VAT R TIG HT FRA ME .. i COVEPZ REQUIRED' r Z Z 0 f r J r t r f MH -1 < f _ MH -7 J f } MH 5 .i r \ J3 U U _ W [n (n N / /. ' „� _ `-§ i f r f ( ( 1 \,l : , j. , i '•J` : f' 0 Cn Q Q Q ® O , , w w CL EXIS�TINC� RWSAMANHdLE' i % ;'t,' / z o 0 / r / �tV1/SA'CZI -IUIH =132 ; w ! ww L// mo// Lu w MH -11 (p STA:10 +99.26 0 = RIM:682.43 120 = INV IN. 671.63 TO MH -12 690 O O o =INV OUT. 671.43 TO MH -10 CONTRACTOR TO �- N O F- 1 REMOVE EXISTING N 00 F- 00 _ co = ��STOCKPIILE AREA N (� ,n oo °0 0 MH -10 _ N C i CO F- co 0 of 0 co STA:10 +59.90 I 0 MH -6 CO + Z o- �-: RIM :682.16 w \ ` \ 0 o STA :7 +14.06 = < � > > o a+o Z p Lq M of m_ INV IN. 671.16 TO MH -11 685 , � N �' a o �� RIM:678.45 Z Z = Q > >`� co cD F= INV OUT. 670.96 TO MH -9 o 0 0 �_ cq C)�ctOO INV IN. 667.65 TOMH -7 I �zz 0 °� �?O� �- _ r': co F- INV OUT. 667.45 TO MH -5 _ > > N 20 u,(+°�z0= I gU) = o Ln _ >> I 680 m cn ix z - LO 0 C° I 12" WATERLINE z CROSSING W U?�M� �`t °Z0 T7 m = Q >> O L + ^`°j ���c?? 675 ti -co M�p?o _ �>> i M j 2WFr zz Z M z f/ 8" DUCTILE IRON 1.3' 9 N W 114. 37 LF @ 1.25% 8" DUCTILE IRON 670 Mgt' i 106.66 LF @ 0.56% 8" SDR 35 PVC 8" DUCTILE IRON F 236.93 LF @ 0.53% 8" SDR 35 PVC 35.37 LF @ 0.76% O _� 2 59.42 LF @ 3.48% 8" DUCTILE IRON O 20 48.88 LF @ 0.68% 665 Cy -j O r> 8" SDR 35 PVC N �- (n 8" DUCTILE IRON ch 61.21 LF @ 0.57% w �r � 59.93 LF @ 0.58% Q O co O O c t0 (0 M Cp (D i N N� Z 0, 660 W F---i _ < >> -� Cn _J I �cn�ZZ O (o N N O N (D O N ct -mm > O (D O CA C0 r O u� 00 °0 N 0� M O r) lt) O (0 00 00 00 00 M 00 00 O W f�. � � � � O O O O O O co O 00 j � (0 (fl ( (� (0 (0 CD co co CD co � co W z 8" IDUCTILE IRON; , f-- F.-. -4 106.47 LF @ 13.48% 3 ±50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 O 0 / O U 695 (� co 695 J ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE 8" DUCTILE IRON - CORING CONTRACTOR, AND ALL MATERIALS FOR CONSTRUCTION 201.02 LF @ 12.30% SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. i RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO WATERTIGHT FRAME ` THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE & COVER REQUIRED ! DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR i INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING MANHOLES s SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. 625 STA:0 +29.02 RIM:631.71 INV IN. 623.91 TO MH -2 j INV OUT. 623.71 TO EXISTING RWSA MANHOLE I f 8" DUCTILE IRON 620 25.02 LF @ 8.95% 1 LO T- r CD M r u N c� O Cr N OR N M N N �- 00 co `- Co co C0 to O (D CO4 Co -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 -0 +50 0 +00 0 +50 1+00 1+50 2+00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 HV 1" 50' MH -15 - MH -11 PROFILE SHEET NO. C) U ~ w p �CD cn to M cr) m 00 LO g = � F- co LO ' = Q _ > 2E O 0 0 0 00 _= g WATER SERVICE Z 690 0 M �t F- co 0 cl N � � co o o �: �OciofcD N r- N fl- (0 4 CD CD F- � � °O z z � 2 0 CROSSING O0 690 8" WATERLINE o cMO � 9 co co f- F- F- cq Coco co ON(DF- +roNC°� ��pzO �Q»�' N00� -qco (Y CROSSING oo?O `i _ ¢ > > r2 (n�ZZZ WATER SERVICE NO(D(01-- co CO z z cfl__O Q 685 � Z z ' Z Z CROSSING 0 = > > > '' 685 C) <C ER z zz N Q w J J F- LU °O 0- Lu V) o 29 02009 Q SCALE 4 � � 680 i 1.5' 680 WATER SERVICE YD1 18A CROSSING 675 8" SDR 35 PVC 8" SDR 35 PVC 8" SDR 35 PVC 675 51.29 LF @ 0.82% 151.00 LF @ 0.57 �° 1.1 158.77 LF @ 6.17% 8" SDR 35 PVC 108.27 LF @ 0.51% 670 670 N (O co I,- Nt O ch N Nt co N O u') cm ti 00 (O N N (O u7 co � C9 f- O W O M to O N C0 f� O co N N 00 00 r- 00 m 0000 co �P 00 m M 00 co N N co co � m co 0o N C0 0o co r- 1l. co co M 00 CD C0 (D O O CD O (0 w 0 (a co (0 co O (0 O CO -0 +50 0 +00 0 +50 1+00 1+50 2+00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 HV 1" 50' MH -15 - MH -11 PROFILE SHEET NO. uj U ~ w p m ' W W W iCIf (D ® c j < f- W F---1 (Y Q C) <C O N Q w J J F- LU °O 0- Lu V) o JOB NO. 02009 Q SCALE 4 � � -0 +50 0 +00 0 +50 1+00 1+50 2+00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 HV 1" 50' MH -15 - MH -11 PROFILE SHEET NO. DRAINAGE DESCRIPTIONS TH 0 PIPE INFORMATION INLET INFORMA71ON PIPE DESIGN n 0.025 for CMP n 0.013 Ibr RCP 0.01 for HDPE N l MIN C� Ape Hydrok) pipe SCOTT R. COLLINS Z U Lic. No. 035791 k2 E 0 0 R 10 E ]VAL T iffi � i, a) 0 Z 6 > > Z, < 0 12 E E Pipe run: 12D • OUT 12D 128 1 026 0,71 0,165 0,165 6.00 1 6,35 1.17 683-00 682-80 33�5 0,01 0,DOSO is �sM 128 0-17 128 12 0,05 0,78 O�039 0,224 6.17 6,30 O�25 682,70 682,55 28,9 0,01 0,0052 15 3.29 0,15 682AS 6 311 0.01 0.0051 4, 1 3,39 0.15 12 10 0�06 0,60 OM6 0.260 6.32 6.26 023 82,29 is Je 10 8 0,07 ok7 0.047 OAD7 6A7 6,22 0,29 .l �91 682,19 671.80 244A 0.01 O.D425 is 13.32 7.60 0�541 ... . . ..... 8 a 0,26 0,70 0.196 0.675 7�00 6.06 1.19 671.70 669AG 44,9 0�01 Ok,468 is 13,9? see DD8 6 4 0�06 0.772 O�043 0.718 7.08 6.05 0.26 `4:34:�'::: 669.50 668.50 311 0,01 Ob320 24 AOA7 &38 0.06 4 2 0.02 018 0.016 O�734 T.14 6.03 0,09 668.40 666A0 64,6 0.01 00356 24 '!4Z68' 8.60 0.13 2 1 OUT 002` 07e 0.016 2.864 8.14 5�78 0-09 55 666= 664M 772 001 0,0259 30 66.1}1 11A6 0-12 Pipe run: 813 - 6 0-15 0-0064 15 nUN- 88 1 8 1 023 015 0.173 ;-I� &00 1.15 1,15 672,00 671,80 IREA RUN- INLE T RAIN- FUN- FULL F 1- R FROM TO J�IN. OFF CA CA TIME FALL OFF INV, INV. FLOW VEL. FLOW OFF VE L. z z Pipe run: 24 - 2 LU LU ------ 'A " C * OEF. I N CRE-A ' CCUM Ic I - ' 10 Y1. 0 ' ELEV. ELEV.'l LEN. - SL6FEj DiA,' RATE 10 yr. TIME 100 ... 1 *00 Yr, ;;�,:O,82 669,28 669,09 37�O 0.01 O.DO51 Is 4.61 2.81 D,22 yt. 24 22 1 0,16 012 0130 0,130 6,00 6.35 0.82 ft acres C MENT ULATED min. in/bi c.Ls. IN OUT % in. C. 1. S. 1. P� S. SM c1s. Cp�s. O 20 66&99 658-85 13.6 0,01 O�0103 is 6M-:� 5,15 0 0 22 0.03 0.63 0.019 0.474 TIO 6.04 0.11 '-se 0,04 Ce U U .......... 14 U < 20 is 023 0.75 0.173 1.577 7,15 6M 1.04 9.50,� 6613,75 66T82 185.3 0.01 0,0050 24 "Mm' 5,29 058 1211) 12D 0,2� 0, 0.10 0,18 GAN 5,35 L17 683,00 682.80 3143 010u%* 15-0 V) M3 Ln U) Uj Is 168 004 070 0-028 1.860 7.73 5.88 OA6 1 667,72 667.45 536 0,01 0,DO5O 24 5,46 0�16 123 12 0,05 018 0,04 022 6,17 6.30 IAI 682.70 U2 55 2887 0.52`.6 15.00 4,66 329 8's 1.8 33 Z) U U 0 En < < P32.45 6=1 31-10 0 15.00 0 168 16 0,25 070 0,175 aX35 7,90 5 a4 1,02 1186:, 6,67,35 1 667.19 312 0,01 1 0,0051 1 24 1 5,60 D,09 2 10 0,06 06 &04 026 6.32 6.8 LS2 51% 1 339 9.2 2A 17 -j < 53 Lb 16 1=4 1 009 0,72 0,065 2.099 7,99 .5,81 0,38 12,�o &0 0,01 24 400 0,08 10 . 8 0.07 0.67 0.05 Oil 6A? 6,22 1,11 682,11 C71-80 24436 4.25%. 15-00 12.32 ?.GO 311 2�5 8 CL CL 667.09 666,96 2 0.0050 5.60 a 6 026 07 020 0,68 TOO 6.06 469 6700 669-60 4431 4-63% 15,00 13.97 9,N 45 5.4 M6 00 0 D193 14 2 0.02 0.78 O�016 2.115 8.07 666.10 39.4 001 2 9,35 0,07 1 6 4 0,06 0.72 004 0 721 1 TO 625 4,34 669,50 F%3,50 31-20 320% 24,00 4947 8.38 1? 53 91 > Lu LLj U) U) Pipe rum 188 - 18 4 2 0,02 0.78 02 0,73 114 t�03 4A2 tMAO %6 10 tk% 3%Y. 209 41�8 &W 7.6 5't 14 > > 188 18 0.34 0.75 O�255 0.255 &GO &67 1,70 6-16,00 672.00 0,01 0.0&U 15 7,91 '30 Uj LU 2 OUT 0,02 0,78 0,02 2-96 0.14 5,78 IG.55 666.00 K00 77,23 2.59Y. 1 -00 S-01 6,9 21,6 11-0 0� 12� Ppe rum 228 - 22 669.89 --- 0,17 0.17 5.0 667 a > 22B 1 22 0.44 0,74 0,326 0126 7.00 6.07 1.97 :7 669,30 26�5 0,01 OB 8 115 9?2,00 97120 31-18 0�&4% 6-00 5,17 3-3� 9�2 L5 11 LU Pipe run: 30 - 20 Z4 22 018 0,72 013 0,13 60 635 0,82 669,28 663DI �723 051% 15RI) 4,61 2rSI 132 1 rl 30 28 1 0,12 016 0.091 0�0911 5.00 6.67 0.61 683,30 680.80 61.1 0,01 0.W9 is 14'2'e` 5,77 D.15 Z2 20 0.03 R63 002 0.47 7,10 604 236 663,33 CS3,85 13.61 1,0r/. 15,0 656 5,15 26 3,7 5.5 26 O�253 6,62 1.07 t67 680.70 670,68 106's 0,01 O.D938 Is 1§,7e 9462 0.19 28 021 017 0.162 5.15 20 is 023 015 0.17 150 7.15 6,03 930 668.75 667,82 185,13 0.%Yo 24,00 16,00 5,a9 35 D 26 20B 022 0,77 0169 0192 5,33 6,56 I'll 6,20 670�58 669,12 651 0.01 OM24 is 8,01 0,14 is 163 R04 U,7 0,03 L96 7�73 5,88 11134 Wild W.0 b3b, U.W-/O zq,uu Wuli !3A 1 3.6 143 5.7 20B 20 0.16 086 OA38 0�930 5A7 6.52 0.90 kok M,02 668.85 32.5 0,01 O.DO52 I& 4,75 D.11 1" 16 0.25 07 0,19 2J3 7.90 5.94 1180 667,35 667.19 31.17 0,51% 2400 16,16 5.60 5.6 15.5 5-9 Flpe rum Y02 - 26 Is 14 0.09 0,72 (I'M 110 7,99 SRI 12,20 66mg 666% 2603 0.500/10 24,00 16.00 5.60 4? 16,01 50 YD2 32 0,15 0,69 0,104 1 O� 104 5.00 6�67 o-rg 676.00 675�50 1 27,8 1 0,01 1 0,0180 12 11 14 2 0.02 0.78 0,02 7-12 8,07 5,80 12,26 696.86 K5,10 39,43 1,93Y. 2400 3t43 935 42 16�9 101 32 26 0.31 0.86 0.267 1 O�370 1 5.11 6.63 117 671.10 670.68 1 41,5 0-01 0,0101 15 4,89 D.14 ISE 19 014 0,75 1 026 0,26 1 500 6,67 1.70 676�00 1 672.0 74.11 5.W1, M00 1493 T91 9,5 2,2 9Y 222 22 0,44 0,74 013 0,31 TOO 6,07 L97 669-10 663,01 Z02 0,7V% 15,00 5141 422 0 2.6 4,5 15-00 14.23 5,77 &S - LU -- -- 00 01 CD 30 28 012 0.76 offi 0,09 500 617 0.61 68110 00-90 501 42�% 0.8 0 Z8 26 0,21 017 0.16 025 5.15 &Q 1,67 680.7 10679 938Y. is 117a IQ 111 2.2 19.5 -- --- --- 00 M C) 28 20� 0,22 0,77 OA? 0,79 5,33 6% 520 670-553 665�V 65.11 224% is 917 8�01 8.1 6.8 85 C) 0 -A 20B 20 1 0,16 O'K 0.14 OM 5.47 6.52 6A &69�L' 13F825 K46 052Y. 18 7.57 4,75 8.13 1 8�0 4.5 D -2 ��32 015 0.63 0.10 0.10 5.0 6,67 0,69 676 675�5 2715 L80%. 12 4." 46 65 01 46 32 031 0.89 027 017 511 S,sa 2AS 67LI 670�0 41,51 1.01% 15 GA9 4,09 0 12 5,2 0) 0- 1 -2 D 026 0-71 0,19 0. 18 6-(X) 6,35 1.2 C6 12B (0MO 68,2.90 33AS t 0 W (4) is 5.0 3.3 101 G) LU )213 0,05 038 1 0.04 0,22 6.17 6.30 1 1.4 082.70 682.55 2'3.47 7 33 SA 12 0,0052 is 4. 0A6 OkO 0.04 0.26 6.32) 0,26 L6 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) to 682A5 6812-A) 31.10 0031 15 4.6 14 91 10 0.07 R67 0.05 0,31 6-22 17 6.4 Intensity (intensity is 4 inthr for spread, and 6.5 inthr fbr capacity and depth) 9 68119 671.4) 244,36 0,C425 15 13.3 76 32.1 Mannings Coefficient, n is O�013 8 0.29 0,70 O.W 0,68 70) 46.06 4.1 6 C71,70 669.60 44,91 Qwis 15 14�O 9,9 4.5 Inlet Hydrology Curb and Cutter Inlet C) 6 (106 q72 0,04 a T08 &05 4.3 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 8A 3.7 4 60,50 60&50 31.20 (1.0320 24 40.:l s15 4 0�02 0.78 0�02 0.73 7.14 6.03 4A 2 WCN S Intensity (Intensity is 4 in/hribrspread, and 6.5 in/hrliorcapacity and depth) 'a 66K40 660. 1 356 24 .2 . ...... 0 (A,56 0,0 417 8,6 75 2 ROZ O�78 0,02- 2, lvi 8.14 5.78 10,6 Mannings Coefficient, n is OV3 rn Inlet Hydrology Curb and Gutter Inlet Uj + MTT 60600 6CY4,00 77.23 0�0259 jo 66,0 11,2 69 W 0.7-5 0.17 0.17 -50) 0.67 1.1 813 R-S 0 9 67100 671.80 31-18 0,0064 15 5.2 3.4 9,-? 0 0 a U 26 4.0 0,w 0,781 0,016 006 0,00 0,06 1 0445-1 0,0200 2..0 0,0833 4.1650 -,177 1.00 3,5192 010,6 0.1666 2.-ts i,4r:, ,00' 0,06 0-001 V max, spread H:11 3;1 6 0,78 1 0,016 0.06 MOO 01k OM00 0,0200 ZO 0.0833 41650 2.07, 1.00 3,5192 01466 0.1666 2.14 1,87 1.00- 0.06 0,001 9 max. spread =>1 4 28 4.0 0.02 > a� 0 - 24 0,Is 0. 72 0.13 4 13 45,00 6,35 0-8 T 3 0.17 0.00 0,17 0,0200 0.0200 2,0 0,0833 41650 3,03 099 &5192 D -1458 01652 3.30 1.82 "1 Ofi 0.17 0.00 I 9' max. spread F--4 6 28 6.0 0,06 0.721 O�04 U) 22 6018 669,0) 37.01 0.0051 1 15 4.6 18 112 9 0.0457 0,0200 2,0 0,0833 4,1650 458�, 092 3.5192 0.1466 01549 0001 9 max, spread 110 0,701 0,196 0.78 OM 018 8.31 11,44 1,00 0,78 0 W 0 0, 22 0.03 0,63 0.0-1 0.47 7.10 6,04 19 88 28 1010 0,23 R75 1 OA73 0,69 0.00 0.69 0,0457 0,0200 2.0 0,0833 4,1650 *36, 0.93 3,5192 0r1466 0.1564 7,83 1,28 1,00 OX9 0,001 V max. spread 0.0103 15 6.6 52 1 2.6 9 a 0 a W 20 66K99 009.85 IIA1 left 1 0,03 10,78 10.02 0,09 0.00 0-09 O.DOIO 1 0�0200 O'D 1 0.0833 1 4,1650 1 0,11 10 2B 4,0 0,07 (1,671 0,047 019 OM 0.19 0,0098 DMOD 2,0 0,0833 4,1650 ;11 3.67 0.97 15192 0,1466 0.1622 1 219 1.43 1,00 0.19 0.00 9' max, spread 20 0 2.1 Q75 0.17 1,58 7.15 &0.1 9.5 12 25 4.0 O.00 Q60 OD36 0.14 0,00 014 0,0098 00200 2,0 0,0833 4,1650 :3,24-, 0.98 3.5192 014611 0,1637 2.48 1-61 1,00, 0.14 OW 9' rmx, spread right 1 0,02 0.78 0.016 0,06 0,00 0,06 0,0010 1 0,0200 0.0 1 0.0833 1 41650 1 0,11 18 66&75 6671U 185.33 0,0050 24 16.0 53 35.0 .. S�,36.1 10! mx, spread 0 14 28 4.0 0,02 0.78 0.016 O.M 0,00 4,1650 :`2bT; 1.00 3.5192 01466 OA66S 214 1.67 A.00 O.M 0.00 9 max, spread - 12B 4,0 tombned flow 02 0,06 0.0200 0.0200 2.010-0833 18 0A9 O�70 0,03 1.86 7� 73 5�88 1 R0 k9 -1 2: U 18 2B 4.0 Ob4 0.70 0,028 0.11 0.00 0,11 0.0150 OMOO ZO 0,0833 4,1650 `212 0.99 3.5192 0-1466 0.1652 2.53 1-58 1 0.11 OM 9'rrox. spread 1613 6(1772 ff)7.45 53.(A ObO50 24 16,0 5�5 9.9 left O�21 071 OJ49 0.60 OXG 0,60 0.0010 0.0FO-0 2,0 1 0,0833 1 4A65O 0.69 188 38 10,0 0,34 0.75 0155 1.02 0,00 1102 0,0200 00200 2.0 0,0833 . 4.1650 6-90 0,83 3,5192 0,14M 0,1417 764 1,31 ,A,00 1.02 0,00 10' max. spread -- 711 OM6 OA4 0.00 0.14 0.0010 1 0,0200 1 ZO 1 0.0833 1 4.1650 0,78 - - 16B 0.25 0,70 0.18 2.0-3 7.90 5.$4 1 L9 12D &0 coqVftdfbw 0.7 < 20 213 8,0 0.23 O.75 0,173 069 0,00 019 0.0120 0,0200 2.01 0,0833 4A650 1541 0.85 3,5192 0,1466 0,1446 5A9 1.46 . "9 00 0,69 000 9' max. spread F-30 ,D.09 0.2-100--T 4-57 10' max. spread U 16 067.35 607,19 3L17 OD01 24 16,2 5A 5,6 228 28 12,0 0,44 0,74 0.326 1,30 0,00 1.30 ObI20 0,0200 2.0 0,0833 4,1650 074 3,5192 0,1466 01285 7.70 1156 -'1,00 1.30 OrOO 9' may, spread 0.09 O�72 0.06 Y) 5.81 left 1 0,07' 10,72 00501 0,20 1 0,00 D,20 0�0010-1 6,6200 2.0 0.0833 4.1650T 0,85 16 2,10 7.1 12.2 M 26 3A NA 0, 22 0,77 o,i69 oss 0,00 0,68 0.080 0,0200 0,0200 O.O O,OS33 4.1650 0.95 2,0000 O,OODO 0,0200 "A NIA OA8 0,00 10' max. spread 14 66-70) 666.96Y 26,03 00)50 24 16.0 5.6 4.7 right 1 0.02 10,7210,0141 0�06 1 0.00 0,08 0,0010 1 OMOO 2.0 OM33 4.1650 1 0,98 LU 28 3A ITA 0,21 0,77 0,162 065 000 OB5 0,0884 0-0200 0,0 0.0833 4-165 76 096 2 0000 4.0000 00200 WA WA :-11,00, 0.65 000 10' rrox. spread - 16 [-:3C 4,0 colbined flow 0,3 9'rrox. spread 30 313 0,12 0,76 0.091 0.36 0,00 0.0200 0.4 0,0833 4.1650 4,01 095 2.0000 0,0000 0,0200 NA 4,100 0.00 10'rrox. spread 78 0.02 2.12 8,07 5�8() 113 1 0,13 1 010 0 1 OMOO 2,0 0.0833 4,1650 0,74 6.0 _ 0,36 0.0200 NIA 0.3 d 14 2 0.02 0. 666A6 666,10 J9.43 (10193 24 31.4 93 4.2 left 10.0911 0.36 1 000 0,36 0,DO1 (D 36 12,0 1 0,31'. 0,M 0,267 1.07 0,00 4.1650 - OA2 1 0,70 1 OM41 034 1 0,00 034 0�0010 1 OMOO ZO 0.0833 4 16!50 0,75 < right 0200 0,0 O�0833, 0.81 20000 0,00DO 0,0200 NA NIA 4,00 1 1,0710,001 10'rrox. spread 16B so con-hired flow OJ -04116,,'] 0,2* for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr V rmx, spread 111.13 034 0.75 0,26 0.20 5-00 0-67 L7 left 1 0,11 10'es 10,09 1 O�00 0.38 0.0010 1 0.0200 ZO O�0833 4,1650 1 0.74 18 676AP 672.00 74,�J-- 15 14.9 7.9 9,5 right 1 0.05 10,86 1 0�0431 017 1 0.00__ 0.17 OM10 1 OMOO 2,0 0.08 W 208 �4() coftined flow 0.6 10'fnax, spread left 1 0.02 1 0,63 10,0131 0,05 1 0.00 0.05 0,0010 1 DMOO O.D 0.0833 1 -4165Z 011 right 1 0.01 10,63 10,0061 00 1 0, 1 00 0,03 0,0010 1 0,0200 a A 0,0833 4,1650 011 in 22B 0.44 0.74 0.33 0.3-3 7.00 6.07 10 1 22 2C 4.0 combined flow 01 2,04 9'rrax, spread 60,30 669,Q) 26.52 0,0079 15 5.7 4.2 6.3 left 1 0 -D1 1012 10,0071 0,03 T 0M 0.03 0,DOIO 1 0MOO 1 OD 1 0.0833 4 right 1 0,17 10.72 10.1221 0,49 1 0.00 0.49 0.0010 1 M0200 1 0.0 1 0.0833 4. :0.11T -0- Vrrax. spread O LL 24 F x conrbined flow o,s 6,61 W 30 29 0112 0.76 1 0.0) 0.09 1 5.00 6.67 0.6 6$330 680.8o 51.11 O�0489 15 143 5�8 &9 W Uj INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 28 11.21 0.77 0A0 U.25 5� 15 6.02 L7 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 26 690.70 670,68 106.79 0.0938 15 1 19.8 9.6 11.1 Intensity LL (Intensity is 4 in/hr fbr spread, and 6.5 inthr' for capacity and depth) '16 , =0 #ntensity is 4 in1hr for spread, and 6.5 in/hr for capacity and depth) 0,22 0�77 0,17 0,79 533 ()-56 52 U) Intensity, 0,0224 15 9.7 8.o 8.1 Mannings Coefficient, n is 0.013 Mannings Coefficient, n is 0,013 20D 67038 609. t2 65A9 Hydrology :Curb and Gutter Inlet 20B (116 0,86 0,14 0.93 5.47 6.52 6.1 1 Inlet Hydrology Curb and Gutter Inlet 20 669.(r- 669,85 3146 WX62 is 16 4,8 6,8 W NI)2 0.15 0,69 Q 10 (1,10 500 6.0-7 0 0 - O.OIW) 12 4.8 43 65 3 2 676AX) 675.50 27. 75 1 P -6 2 V V 32 031 O�86 1 027 1 0.37 5.11 1 2.5 >1 C I & 2 e Q A 0 - (D 1--� 8 2 1,! 2, 0 26 1 1 1 1 671.10 670.68 41.51 0.0101 15 63 41�9 1 8,5 E 5 + Z 5, (L > -1 b 6 ci -00 ef C6 C) < d 16 038 10-0231 915 0.00 1 015 0 0010 1 D.0200 1 1650 0,11 rylo :3 Uj 4a (N C6 J I O,OW0 2.0 10,0833 4.1 2' 3 right 0,02 018 0016 010 0.00 0,10 2 213 1 4,0 0.02 0,78 0.016 1 0,10 0,00 0,10 1 O,D457 650 1 1,00 1 3,5192 01466 0 1666 337 1.19 1 DO 0,10 0,00 9 max spread 1 00010 1 0-0-200 00 0.0833 41650 0.11 128 33 1 4.0 1 contined flow 0,3 VO4;�;] OA99 L 466�,, 10'rrox. spread 4 28 4,0 0.0�� 0,78 0,016 0,10 000 0,10 1 0.0200 1 0,0200 2.0 0,0833 4,1650 ::,Z48 0," 1 3,5192 01466 0,1652 2,64 1,51 1,00: 0,40 000 V max, spread 6 28 6,0 (),o() A).72 0,043 018 0,00 0,26 1 0,ON0 0,0200 20 0,10833 4,1650 ' :,3-64 0.97 1 3,5192 0.1466 x.1622 4,10 146 I.CO 0,28 000 9' max. spread i left 1 0 21 1 0.71 10,1491 0,97 1 0.00 O�97 0 0010 1 0 0200 1 2,0 1 0.58 LU 8 23 12,0 0,28 0.70 0,196 127 000 1,27 0,0457 0,0200 2,0 0,0833 4,1650 5,46 0,85 3,5192 01466 01446 1061 1,13 AM 1,27 x.40 9'rrox . snid I tight 1 0,05 1 0.71 )010 1 0.0200 1 2D 1 00833 4.1650 1 on 0 121) 3r- B'D continedflow 12 0,276 10, max. spread 28 10,0 0.23 {1.71 0.173 1.12 0,00 1,12 0.0457 0,0200 20 00833 4.1650 0,87 3.5192 0.1466 0.1476 9.94 1.01 :J,00 112 000 1Y max. spread b j Lot 1 007 1 0.72 100501 0.33 0,00 1 0,33 CMIO 1 0,02 1 0 0833 4,1650 0.77 LU 10 28 40 0.07 0,671 0047 030 1 0,00 0,30 0.00M 0.0200 20 0.0833 4.1650 ,4 ,29 0,93 3.5192 10.1466 0,1564 1 150 114 t A,,00 0.30 0.00 I 9'rrox. spread 12 28 40 0,06 R(A) 0036 013 0,00 0,23 0-0098 O.0" 20, 00833 4-1650 3 M 0,95 35192 101466 01593 1 3,10 1,29 023 0.001 9' max .spread 9 0, 10 1 D 0200 2-G ..I...0.0833 0 Uj 16 combined flow 0-4 4,17,�::, S'mx. spread 14 26 4,0 0.02 R78 0016 0,10 000 0,10 1 0.0200 0,0200 2,010.0833 4,1650 7-48 0.99 3,5192 0,1456 0,1652 1 2,64 1,51 1,00 0.10 0,001 T rnax, spread V) 29 4,0 0,04 0.70 0.028 0,18 0�00 0,18 1 0,D150 0.0200 2,0 0,0833 4,1650 3,26�", 098 3,5192 0A466 0,1637 3,11 1,28 100 0,18 o.w 1 9 rrex. mead 1 013 1 0. 1 1 059 1 ol)o 0,59 0.0010 0,0200 2,0 1 00833 4,1650 0,66 0.12 1 0,70 10,0841 0,55 1 000 :3 4 1650 OM ht JOB NO. 188 38 100 0,34 0,75 0,255 1,66 000 166 1 0,0200 0,01,00 2,0 00833 4,1650 U8 014 3,5192 0,1466 0,1285 993 1,01 166 000 - 19 max. spread 16B combined flow 1.1 05T I F-T- 9'max. spread 20 28 8.0 (123 075 0,173 112 000 1,12 0.0120 0,0200 20 0,0833 4,1650 8,`73 10,77 3,5192 0,1466 0,1329 7,08 1,13 10 1,12 0,00 - fY rmx, wead eft i 0�11 I 0.88 --- 10-0951 061 000 0,61 0 0010 0-0200 2.0 1 0,0833 1 4-1650 OZ4 09 228 29 12,0 0,44 0 2,12 000 2.12 0.0120 0,0200 2,0 0.0833 4,1650 8„541 0.64 3,5192 0.1466: 0,1138 10-15 1,18 9,00 2.12 0,00 . 9'rrax, spread nght 1 0.05 1 086 10,0431 0.28 0,00 0.28 0,0010 1 0,0200 1 20 0 0613 1 4.1650 1 01a 26 3A NA 1,10 0-00 1.10 0,0800 0,0200 0.0 OM33 41650 4ke Oil 20000 0,0000 0,0200 WA WA 1.00 110 0.00 - own )113 1028 12 I 0=1 1) )1499 022 v-" t alre 200 3C 4.0 cortbred flow 0 9 0.301 #14 10' max, spread SCALE O�0884 0,0200 0,0 0-0833 spread - 28 3A NA 0,21 0 77 1 o 162 1.05 0 (jo 1.05 1 4,1650 462 0,11 2 DOW 0-0500 0,0200 NA 00 left 1 0.02 0.63 10,0131 0,08 1 0,00 0-08 0 0010 10,0200 0 0 0633 1 4,16 059 0.02W 1 0.0200 0.01 0,0833 41650 441 KI-0 1 1 0.12 00 IVA 30 38 so O�76 () 091 0,59 1 0.00 1 0.11 2 0000 0,0000 002 WA WA f�p t OD1 0.63 1 ObM 1 0.04 1 0.00 0,04 0,0010 1 0,0200 0,0 1 00333 1 4,1650 1 0.11 NIA 32 38 12,0 0,31 0.86 10,267 1 1,73 1 000 1 1,73 1 0,0200 1 0,OX0 0.0 10,0833 , 416-50 22 combried flow 01 :zbl 91 rox. spread 2 -667T-0 05 - 0,00 0.05 0,0010 1 0. 00833 4.1650 y. for Inlets draining to stormwater management facilities, . where I I o I verlan d low to facilities is not available, . . 100% capture is required . red at 5in/hr 16 - 0200 0 SHEET NO. 0-00 b.80 o'0010 1 O. right 1 OJ7 1 0,72- 10 122T 8 0200 1 0 1 0.0833 1 4.1650 1 0.11 24 2G 6.0 coftned flow 0,8 9 max. spread 13 �iii����. t a Y / 1 Y Y{ I. i ������1, ���li� a• 1 i Y 1 ��������_■, DRAINAGE DESCRIPTIONS TH 0 PIPE INFORMATION INLET INFORMA71ON PIPE DESIGN n 0.025 for CMP n 0.013 Ibr RCP 0.01 for HDPE N l MIN C� Ape Hydrok) pipe SCOTT R. COLLINS Z U Lic. No. 035791 k2 E 0 0 R 10 E ]VAL T iffi � i, a) 0 Z 6 > > Z, < 0 12 E E Pipe run: 12D • OUT 12D 128 1 026 0,71 0,165 0,165 6.00 1 6,35 1.17 683-00 682-80 33�5 0,01 0,DOSO is �sM 128 0-17 128 12 0,05 0,78 O�039 0,224 6.17 6,30 O�25 682,70 682,55 28,9 0,01 0,0052 15 3.29 0,15 682AS 6 311 0.01 0.0051 4, 1 3,39 0.15 12 10 0�06 0,60 OM6 0.260 6.32 6.26 023 82,29 is Je 10 8 0,07 ok7 0.047 OAD7 6A7 6,22 0,29 .l �91 682,19 671.80 244A 0.01 O.D425 is 13.32 7.60 0�541 ... . . ..... 8 a 0,26 0,70 0.196 0.675 7�00 6.06 1.19 671.70 669AG 44,9 0�01 Ok,468 is 13,9? see DD8 6 4 0�06 0.772 O�043 0.718 7.08 6.05 0.26 `4:34:�'::: 669.50 668.50 311 0,01 Ob320 24 AOA7 &38 0.06 4 2 0.02 018 0.016 O�734 T.14 6.03 0,09 668.40 666A0 64,6 0.01 00356 24 '!4Z68' 8.60 0.13 2 1 OUT 002` 07e 0.016 2.864 8.14 5�78 0-09 55 666= 664M 772 001 0,0259 30 66.1}1 11A6 0-12 Pipe run: 813 - 6 0-15 0-0064 15 nUN- 88 1 8 1 023 015 0.173 ;-I� &00 1.15 1,15 672,00 671,80 IREA RUN- INLE T RAIN- FUN- FULL F 1- R FROM TO J�IN. OFF CA CA TIME FALL OFF INV, INV. FLOW VEL. FLOW OFF VE L. z z Pipe run: 24 - 2 LU LU ------ 'A " C * OEF. I N CRE-A ' CCUM Ic I - ' 10 Y1. 0 ' ELEV. ELEV.'l LEN. - SL6FEj DiA,' RATE 10 yr. TIME 100 ... 1 *00 Yr, ;;�,:O,82 669,28 669,09 37�O 0.01 O.DO51 Is 4.61 2.81 D,22 yt. 24 22 1 0,16 012 0130 0,130 6,00 6.35 0.82 ft acres C MENT ULATED min. in/bi c.Ls. IN OUT % in. C. 1. S. 1. P� S. SM c1s. Cp�s. O 20 66&99 658-85 13.6 0,01 O�0103 is 6M-:� 5,15 0 0 22 0.03 0.63 0.019 0.474 TIO 6.04 0.11 '-se 0,04 Ce U U .......... 14 U < 20 is 023 0.75 0.173 1.577 7,15 6M 1.04 9.50,� 6613,75 66T82 185.3 0.01 0,0050 24 "Mm' 5,29 058 1211) 12D 0,2� 0, 0.10 0,18 GAN 5,35 L17 683,00 682.80 3143 010u%* 15-0 V) M3 Ln U) Uj Is 168 004 070 0-028 1.860 7.73 5.88 OA6 1 667,72 667.45 536 0,01 0,DO5O 24 5,46 0�16 123 12 0,05 018 0,04 022 6,17 6.30 IAI 682.70 U2 55 2887 0.52`.6 15.00 4,66 329 8's 1.8 33 Z) U U 0 En < < P32.45 6=1 31-10 0 15.00 0 168 16 0,25 070 0,175 aX35 7,90 5 a4 1,02 1186:, 6,67,35 1 667.19 312 0,01 1 0,0051 1 24 1 5,60 D,09 2 10 0,06 06 &04 026 6.32 6.8 LS2 51% 1 339 9.2 2A 17 -j < 53 Lb 16 1=4 1 009 0,72 0,065 2.099 7,99 .5,81 0,38 12,�o &0 0,01 24 400 0,08 10 . 8 0.07 0.67 0.05 Oil 6A? 6,22 1,11 682,11 C71-80 24436 4.25%. 15-00 12.32 ?.GO 311 2�5 8 CL CL 667.09 666,96 2 0.0050 5.60 a 6 026 07 020 0,68 TOO 6.06 469 6700 669-60 4431 4-63% 15,00 13.97 9,N 45 5.4 M6 00 0 D193 14 2 0.02 0.78 O�016 2.115 8.07 666.10 39.4 001 2 9,35 0,07 1 6 4 0,06 0.72 004 0 721 1 TO 625 4,34 669,50 F%3,50 31-20 320% 24,00 4947 8.38 1? 53 91 > Lu LLj U) U) Pipe rum 188 - 18 4 2 0,02 0.78 02 0,73 114 t�03 4A2 tMAO %6 10 tk% 3%Y. 209 41�8 &W 7.6 5't 14 > > 188 18 0.34 0.75 O�255 0.255 &GO &67 1,70 6-16,00 672.00 0,01 0.0&U 15 7,91 '30 Uj LU 2 OUT 0,02 0,78 0,02 2-96 0.14 5,78 IG.55 666.00 K00 77,23 2.59Y. 1 -00 S-01 6,9 21,6 11-0 0� 12� Ppe rum 228 - 22 669.89 --- 0,17 0.17 5.0 667 a > 22B 1 22 0.44 0,74 0,326 0126 7.00 6.07 1.97 :7 669,30 26�5 0,01 OB 8 115 9?2,00 97120 31-18 0�&4% 6-00 5,17 3-3� 9�2 L5 11 LU Pipe run: 30 - 20 Z4 22 018 0,72 013 0,13 60 635 0,82 669,28 663DI �723 051% 15RI) 4,61 2rSI 132 1 rl 30 28 1 0,12 016 0.091 0�0911 5.00 6.67 0.61 683,30 680.80 61.1 0,01 0.W9 is 14'2'e` 5,77 D.15 Z2 20 0.03 R63 002 0.47 7,10 604 236 663,33 CS3,85 13.61 1,0r/. 15,0 656 5,15 26 3,7 5.5 26 O�253 6,62 1.07 t67 680.70 670,68 106's 0,01 O.D938 Is 1§,7e 9462 0.19 28 021 017 0.162 5.15 20 is 023 015 0.17 150 7.15 6,03 930 668.75 667,82 185,13 0.%Yo 24,00 16,00 5,a9 35 D 26 20B 022 0,77 0169 0192 5,33 6,56 I'll 6,20 670�58 669,12 651 0.01 OM24 is 8,01 0,14 is 163 R04 U,7 0,03 L96 7�73 5,88 11134 Wild W.0 b3b, U.W-/O zq,uu Wuli !3A 1 3.6 143 5.7 20B 20 0.16 086 OA38 0�930 5A7 6.52 0.90 kok M,02 668.85 32.5 0,01 O.DO52 I& 4,75 D.11 1" 16 0.25 07 0,19 2J3 7.90 5.94 1180 667,35 667.19 31.17 0,51% 2400 16,16 5.60 5.6 15.5 5-9 Flpe rum Y02 - 26 Is 14 0.09 0,72 (I'M 110 7,99 SRI 12,20 66mg 666% 2603 0.500/10 24,00 16.00 5.60 4? 16,01 50 YD2 32 0,15 0,69 0,104 1 O� 104 5.00 6�67 o-rg 676.00 675�50 1 27,8 1 0,01 1 0,0180 12 11 14 2 0.02 0.78 0,02 7-12 8,07 5,80 12,26 696.86 K5,10 39,43 1,93Y. 2400 3t43 935 42 16�9 101 32 26 0.31 0.86 0.267 1 O�370 1 5.11 6.63 117 671.10 670.68 1 41,5 0-01 0,0101 15 4,89 D.14 ISE 19 014 0,75 1 026 0,26 1 500 6,67 1.70 676�00 1 672.0 74.11 5.W1, M00 1493 T91 9,5 2,2 9Y 222 22 0,44 0,74 013 0,31 TOO 6,07 L97 669-10 663,01 Z02 0,7V% 15,00 5141 422 0 2.6 4,5 15-00 14.23 5,77 &S - LU -- -- 00 01 CD 30 28 012 0.76 offi 0,09 500 617 0.61 68110 00-90 501 42�% 0.8 0 Z8 26 0,21 017 0.16 025 5.15 &Q 1,67 680.7 10679 938Y. is 117a IQ 111 2.2 19.5 -- --- --- 00 M C) 28 20� 0,22 0,77 OA? 0,79 5,33 6% 520 670-553 665�V 65.11 224% is 917 8�01 8.1 6.8 85 C) 0 -A 20B 20 1 0,16 O'K 0.14 OM 5.47 6.52 6A &69�L' 13F825 K46 052Y. 18 7.57 4,75 8.13 1 8�0 4.5 D -2 ��32 015 0.63 0.10 0.10 5.0 6,67 0,69 676 675�5 2715 L80%. 12 4." 46 65 01 46 32 031 0.89 027 017 511 S,sa 2AS 67LI 670�0 41,51 1.01% 15 GA9 4,09 0 12 5,2 0) 0- 1 -2 D 026 0-71 0,19 0. 18 6-(X) 6,35 1.2 C6 12B (0MO 68,2.90 33AS t 0 W (4) is 5.0 3.3 101 G) LU )213 0,05 038 1 0.04 0,22 6.17 6.30 1 1.4 082.70 682.55 2'3.47 7 33 SA 12 0,0052 is 4. 0A6 OkO 0.04 0.26 6.32) 0,26 L6 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) to 682A5 6812-A) 31.10 0031 15 4.6 14 91 10 0.07 R67 0.05 0,31 6-22 17 6.4 Intensity (intensity is 4 inthr for spread, and 6.5 inthr fbr capacity and depth) 9 68119 671.4) 244,36 0,C425 15 13.3 76 32.1 Mannings Coefficient, n is O�013 8 0.29 0,70 O.W 0,68 70) 46.06 4.1 6 C71,70 669.60 44,91 Qwis 15 14�O 9,9 4.5 Inlet Hydrology Curb and Cutter Inlet C) 6 (106 q72 0,04 a T08 &05 4.3 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 8A 3.7 4 60,50 60&50 31.20 (1.0320 24 40.:l s15 4 0�02 0.78 0�02 0.73 7.14 6.03 4A 2 WCN S Intensity (Intensity is 4 in/hribrspread, and 6.5 in/hrliorcapacity and depth) 'a 66K40 660. 1 356 24 .2 . ...... 0 (A,56 0,0 417 8,6 75 2 ROZ O�78 0,02- 2, lvi 8.14 5.78 10,6 Mannings Coefficient, n is OV3 rn Inlet Hydrology Curb and Gutter Inlet Uj + MTT 60600 6CY4,00 77.23 0�0259 jo 66,0 11,2 69 W 0.7-5 0.17 0.17 -50) 0.67 1.1 813 R-S 0 9 67100 671.80 31-18 0,0064 15 5.2 3.4 9,-? 0 0 a U 26 4.0 0,w 0,781 0,016 006 0,00 0,06 1 0445-1 0,0200 2..0 0,0833 4.1650 -,177 1.00 3,5192 010,6 0.1666 2.-ts i,4r:, ,00' 0,06 0-001 V max, spread H:11 3;1 6 0,78 1 0,016 0.06 MOO 01k OM00 0,0200 ZO 0.0833 41650 2.07, 1.00 3,5192 01466 0.1666 2.14 1,87 1.00- 0.06 0,001 9 max. spread =>1 4 28 4.0 0.02 > a� 0 - 24 0,Is 0. 72 0.13 4 13 45,00 6,35 0-8 T 3 0.17 0.00 0,17 0,0200 0.0200 2,0 0,0833 41650 3,03 099 &5192 D -1458 01652 3.30 1.82 "1 Ofi 0.17 0.00 I 9' max. spread F--4 6 28 6.0 0,06 0.721 O�04 U) 22 6018 669,0) 37.01 0.0051 1 15 4.6 18 112 9 0.0457 0,0200 2,0 0,0833 4,1650 458�, 092 3.5192 0.1466 01549 0001 9 max, spread 110 0,701 0,196 0.78 OM 018 8.31 11,44 1,00 0,78 0 W 0 0, 22 0.03 0,63 0.0-1 0.47 7.10 6,04 19 88 28 1010 0,23 R75 1 OA73 0,69 0.00 0.69 0,0457 0,0200 2.0 0,0833 4,1650 *36, 0.93 3,5192 0r1466 0.1564 7,83 1,28 1,00 OX9 0,001 V max. spread 0.0103 15 6.6 52 1 2.6 9 a 0 a W 20 66K99 009.85 IIA1 left 1 0,03 10,78 10.02 0,09 0.00 0-09 O.DOIO 1 0�0200 O'D 1 0.0833 1 4,1650 1 0,11 10 2B 4,0 0,07 (1,671 0,047 019 OM 0.19 0,0098 DMOD 2,0 0,0833 4,1650 ;11 3.67 0.97 15192 0,1466 0.1622 1 219 1.43 1,00 0.19 0.00 9' max, spread 20 0 2.1 Q75 0.17 1,58 7.15 &0.1 9.5 12 25 4.0 O.00 Q60 OD36 0.14 0,00 014 0,0098 00200 2,0 0,0833 4,1650 :3,24-, 0.98 3.5192 014611 0,1637 2.48 1-61 1,00, 0.14 OW 9' rmx, spread right 1 0,02 0.78 0.016 0,06 0,00 0,06 0,0010 1 0,0200 0.0 1 0.0833 1 41650 1 0,11 18 66&75 6671U 185.33 0,0050 24 16.0 53 35.0 .. S�,36.1 10! mx, spread 0 14 28 4.0 0,02 0.78 0.016 O.M 0,00 4,1650 :`2bT; 1.00 3.5192 01466 OA66S 214 1.67 A.00 O.M 0.00 9 max, spread - 12B 4,0 tombned flow 02 0,06 0.0200 0.0200 2.010-0833 18 0A9 O�70 0,03 1.86 7� 73 5�88 1 R0 k9 -1 2: U 18 2B 4.0 Ob4 0.70 0,028 0.11 0.00 0,11 0.0150 OMOO ZO 0,0833 4,1650 `212 0.99 3.5192 0-1466 0.1652 2.53 1-58 1 0.11 OM 9'rrox. spread 1613 6(1772 ff)7.45 53.(A ObO50 24 16,0 5�5 9.9 left O�21 071 OJ49 0.60 OXG 0,60 0.0010 0.0FO-0 2,0 1 0,0833 1 4A65O 0.69 188 38 10,0 0,34 0.75 0155 1.02 0,00 1102 0,0200 00200 2.0 0,0833 . 4.1650 6-90 0,83 3,5192 0,14M 0,1417 764 1,31 ,A,00 1.02 0,00 10' max. spread -- 711 OM6 OA4 0.00 0.14 0.0010 1 0,0200 1 ZO 1 0.0833 1 4.1650 0,78 - - 16B 0.25 0,70 0.18 2.0-3 7.90 5.$4 1 L9 12D &0 coqVftdfbw 0.7 < 20 213 8,0 0.23 O.75 0,173 069 0,00 019 0.0120 0,0200 2.01 0,0833 4A650 1541 0.85 3,5192 0,1466 0,1446 5A9 1.46 . "9 00 0,69 000 9' max. spread F-30 ,D.09 0.2-100--T 4-57 10' max. spread U 16 067.35 607,19 3L17 OD01 24 16,2 5A 5,6 228 28 12,0 0,44 0,74 0.326 1,30 0,00 1.30 ObI20 0,0200 2.0 0,0833 4,1650 074 3,5192 0,1466 01285 7.70 1156 -'1,00 1.30 OrOO 9' may, spread 0.09 O�72 0.06 Y) 5.81 left 1 0,07' 10,72 00501 0,20 1 0,00 D,20 0�0010-1 6,6200 2.0 0.0833 4.1650T 0,85 16 2,10 7.1 12.2 M 26 3A NA 0, 22 0,77 o,i69 oss 0,00 0,68 0.080 0,0200 0,0200 O.O O,OS33 4.1650 0.95 2,0000 O,OODO 0,0200 "A NIA OA8 0,00 10' max. spread 14 66-70) 666.96Y 26,03 00)50 24 16.0 5.6 4.7 right 1 0.02 10,7210,0141 0�06 1 0.00 0,08 0,0010 1 OMOO 2.0 OM33 4.1650 1 0,98 LU 28 3A ITA 0,21 0,77 0,162 065 000 OB5 0,0884 0-0200 0,0 0.0833 4-165 76 096 2 0000 4.0000 00200 WA WA :-11,00, 0.65 000 10' rrox. spread - 16 [-:3C 4,0 colbined flow 0,3 9'rrox. spread 30 313 0,12 0,76 0.091 0.36 0,00 0.0200 0.4 0,0833 4.1650 4,01 095 2.0000 0,0000 0,0200 NA 4,100 0.00 10'rrox. spread 78 0.02 2.12 8,07 5�8() 113 1 0,13 1 010 0 1 OMOO 2,0 0.0833 4,1650 0,74 6.0 _ 0,36 0.0200 NIA 0.3 d 14 2 0.02 0. 666A6 666,10 J9.43 (10193 24 31.4 93 4.2 left 10.0911 0.36 1 000 0,36 0,DO1 (D 36 12,0 1 0,31'. 0,M 0,267 1.07 0,00 4.1650 - OA2 1 0,70 1 OM41 034 1 0,00 034 0�0010 1 OMOO ZO 0.0833 4 16!50 0,75 < right 0200 0,0 O�0833, 0.81 20000 0,00DO 0,0200 NA NIA 4,00 1 1,0710,001 10'rrox. spread 16B so con-hired flow OJ -04116,,'] 0,2* for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr V rmx, spread 111.13 034 0.75 0,26 0.20 5-00 0-67 L7 left 1 0,11 10'es 10,09 1 O�00 0.38 0.0010 1 0.0200 ZO O�0833 4,1650 1 0.74 18 676AP 672.00 74,�J-- 15 14.9 7.9 9,5 right 1 0.05 10,86 1 0�0431 017 1 0.00__ 0.17 OM10 1 OMOO 2,0 0.08 W 208 �4() coftined flow 0.6 10'fnax, spread left 1 0.02 1 0,63 10,0131 0,05 1 0.00 0.05 0,0010 1 DMOO O.D 0.0833 1 -4165Z 011 right 1 0.01 10,63 10,0061 00 1 0, 1 00 0,03 0,0010 1 0,0200 a A 0,0833 4,1650 011 in 22B 0.44 0.74 0.33 0.3-3 7.00 6.07 10 1 22 2C 4.0 combined flow 01 2,04 9'rrax, spread 60,30 669,Q) 26.52 0,0079 15 5.7 4.2 6.3 left 1 0 -D1 1012 10,0071 0,03 T 0M 0.03 0,DOIO 1 0MOO 1 OD 1 0.0833 4 right 1 0,17 10.72 10.1221 0,49 1 0.00 0.49 0.0010 1 M0200 1 0.0 1 0.0833 4. :0.11T -0- Vrrax. spread O LL 24 F x conrbined flow o,s 6,61 W 30 29 0112 0.76 1 0.0) 0.09 1 5.00 6.67 0.6 6$330 680.8o 51.11 O�0489 15 143 5�8 &9 W Uj INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 28 11.21 0.77 0A0 U.25 5� 15 6.02 L7 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 26 690.70 670,68 106.79 0.0938 15 1 19.8 9.6 11.1 Intensity LL (Intensity is 4 in/hr fbr spread, and 6.5 inthr' for capacity and depth) '16 , =0 #ntensity is 4 in1hr for spread, and 6.5 in/hr for capacity and depth) 0,22 0�77 0,17 0,79 533 ()-56 52 U) Intensity, 0,0224 15 9.7 8.o 8.1 Mannings Coefficient, n is 0.013 Mannings Coefficient, n is 0,013 20D 67038 609. t2 65A9 Hydrology :Curb and Gutter Inlet 20B (116 0,86 0,14 0.93 5.47 6.52 6.1 1 Inlet Hydrology Curb and Gutter Inlet 20 669.(r- 669,85 3146 WX62 is 16 4,8 6,8 W NI)2 0.15 0,69 Q 10 (1,10 500 6.0-7 0 0 - O.OIW) 12 4.8 43 65 3 2 676AX) 675.50 27. 75 1 P -6 2 V V 32 031 O�86 1 027 1 0.37 5.11 1 2.5 >1 C I & 2 e Q A 0 - (D 1--� 8 2 1,! 2, 0 26 1 1 1 1 671.10 670.68 41.51 0.0101 15 63 41�9 1 8,5 E 5 + Z 5, (L > -1 b 6 ci -00 ef C6 C) < d 16 038 10-0231 915 0.00 1 015 0 0010 1 D.0200 1 1650 0,11 rylo :3 Uj 4a (N C6 J I O,OW0 2.0 10,0833 4.1 2' 3 right 0,02 018 0016 010 0.00 0,10 2 213 1 4,0 0.02 0,78 0.016 1 0,10 0,00 0,10 1 O,D457 650 1 1,00 1 3,5192 01466 0 1666 337 1.19 1 DO 0,10 0,00 9 max spread 1 00010 1 0-0-200 00 0.0833 41650 0.11 128 33 1 4.0 1 contined flow 0,3 VO4;�;] OA99 L 466�,, 10'rrox. spread 4 28 4,0 0.0�� 0,78 0,016 0,10 000 0,10 1 0.0200 1 0,0200 2.0 0,0833 4,1650 ::,Z48 0," 1 3,5192 01466 0,1652 2,64 1,51 1,00: 0,40 000 V max, spread 6 28 6,0 (),o() A).72 0,043 018 0,00 0,26 1 0,ON0 0,0200 20 0,10833 4,1650 ' :,3-64 0.97 1 3,5192 0.1466 x.1622 4,10 146 I.CO 0,28 000 9' max. spread i left 1 0 21 1 0.71 10,1491 0,97 1 0.00 O�97 0 0010 1 0 0200 1 2,0 1 0.58 LU 8 23 12,0 0,28 0.70 0,196 127 000 1,27 0,0457 0,0200 2,0 0,0833 4,1650 5,46 0,85 3,5192 01466 01446 1061 1,13 AM 1,27 x.40 9'rrox . snid I tight 1 0,05 1 0.71 )010 1 0.0200 1 2D 1 00833 4.1650 1 on 0 121) 3r- B'D continedflow 12 0,276 10, max. spread 28 10,0 0.23 {1.71 0.173 1.12 0,00 1,12 0.0457 0,0200 20 00833 4.1650 0,87 3.5192 0.1466 0.1476 9.94 1.01 :J,00 112 000 1Y max. spread b j Lot 1 007 1 0.72 100501 0.33 0,00 1 0,33 CMIO 1 0,02 1 0 0833 4,1650 0.77 LU 10 28 40 0.07 0,671 0047 030 1 0,00 0,30 0.00M 0.0200 20 0.0833 4.1650 ,4 ,29 0,93 3.5192 10.1466 0,1564 1 150 114 t A,,00 0.30 0.00 I 9'rrox. spread 12 28 40 0,06 R(A) 0036 013 0,00 0,23 0-0098 O.0" 20, 00833 4-1650 3 M 0,95 35192 101466 01593 1 3,10 1,29 023 0.001 9' max .spread 9 0, 10 1 D 0200 2-G ..I...0.0833 0 Uj 16 combined flow 0-4 4,17,�::, S'mx. spread 14 26 4,0 0.02 R78 0016 0,10 000 0,10 1 0.0200 0,0200 2,010.0833 4,1650 7-48 0.99 3,5192 0,1456 0,1652 1 2,64 1,51 1,00 0.10 0,001 T rnax, spread V) 29 4,0 0,04 0.70 0.028 0,18 0�00 0,18 1 0,D150 0.0200 2,0 0,0833 4,1650 3,26�", 098 3,5192 0A466 0,1637 3,11 1,28 100 0,18 o.w 1 9 rrex. mead 1 013 1 0. 1 1 059 1 ol)o 0,59 0.0010 0,0200 2,0 1 00833 4,1650 0,66 0.12 1 0,70 10,0841 0,55 1 000 :3 4 1650 OM ht JOB NO. 188 38 100 0,34 0,75 0,255 1,66 000 166 1 0,0200 0,01,00 2,0 00833 4,1650 U8 014 3,5192 0,1466 0,1285 993 1,01 166 000 - 19 max. spread 16B combined flow 1.1 05T I F-T- 9'max. spread 20 28 8.0 (123 075 0,173 112 000 1,12 0.0120 0,0200 20 0,0833 4,1650 8,`73 10,77 3,5192 0,1466 0,1329 7,08 1,13 10 1,12 0,00 - fY rmx, wead eft i 0�11 I 0.88 --- 10-0951 061 000 0,61 0 0010 0-0200 2.0 1 0,0833 1 4-1650 OZ4 09 228 29 12,0 0,44 0 2,12 000 2.12 0.0120 0,0200 2,0 0.0833 4,1650 8„541 0.64 3,5192 0.1466: 0,1138 10-15 1,18 9,00 2.12 0,00 . 9'rrax, spread nght 1 0.05 1 086 10,0431 0.28 0,00 0.28 0,0010 1 0,0200 1 20 0 0613 1 4.1650 1 01a 26 3A NA 1,10 0-00 1.10 0,0800 0,0200 0.0 OM33 41650 4ke Oil 20000 0,0000 0,0200 WA WA 1.00 110 0.00 - own )113 1028 12 I 0=1 1) )1499 022 v-" t alre 200 3C 4.0 cortbred flow 0 9 0.301 #14 10' max, spread SCALE O�0884 0,0200 0,0 0-0833 spread - 28 3A NA 0,21 0 77 1 o 162 1.05 0 (jo 1.05 1 4,1650 462 0,11 2 DOW 0-0500 0,0200 NA 00 left 1 0.02 0.63 10,0131 0,08 1 0,00 0-08 0 0010 10,0200 0 0 0633 1 4,16 059 0.02W 1 0.0200 0.01 0,0833 41650 441 KI-0 1 1 0.12 00 IVA 30 38 so O�76 () 091 0,59 1 0.00 1 0.11 2 0000 0,0000 002 WA WA f�p t OD1 0.63 1 ObM 1 0.04 1 0.00 0,04 0,0010 1 0,0200 0,0 1 00333 1 4,1650 1 0.11 NIA 32 38 12,0 0,31 0.86 10,267 1 1,73 1 000 1 1,73 1 0,0200 1 0,OX0 0.0 10,0833 , 416-50 22 combried flow 01 :zbl 91 rox. spread 2 -667T-0 05 - 0,00 0.05 0,0010 1 0. 00833 4.1650 y. for Inlets draining to stormwater management facilities, . where I I o I verlan d low to facilities is not available, . . 100% capture is required . red at 5in/hr 16 - 0200 0 SHEET NO. 0-00 b.80 o'0010 1 O. right 1 OJ7 1 0,72- 10 122T 8 0200 1 0 1 0.0833 1 4.1650 1 0.11 24 2G 6.0 coftned flow 0,8 9 max. spread 13 . ,. _..,- . >`, - \. , 4 y, y - t \ r.,,.,. r : :, r 3 , , " ,b, `-. 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I \ \ I I : : r; � .. ... � .1 ... ly, — � * I I ; L 1, , � : - — ........ -- ... -_ . . �. `' '_\, \ . ^y is ; - a , -.._ --- _ _ . . \ , ;: ° \ \ \ \, i ( I r , ^: j f f,, /max \ - - -- __ - _ _ ---'- -- _ — __ - - -- .. _: 1 ; . - -_. . ., - _ a- , :, • I .... -..... r - - _- 1 w . _ - _ ____ i � r N 1 7 _ _. �- , \ _ ,/ .j . - i - - _. . w° - .. r _ I 1 x - _.._.._-..__-..... -- '_ --_ �, _<.- _,-.._.,__.._._-..._._..... , __ r \ _I - -- - ........... _. -_ f - 1. . «, i I ,y " - - f 4' _ . i jj is 5 } . b i \ ,.� _ , 1. ,\ .� \ - +, Lu , I 1 :i _ _ 14 : 1 i;l 5 :: �,Yr ., , � I, ,_ 13 12 . ul 1 ° I _ 1 ! , I : . 1 ", , _. y _ yi , i - ._. .. _ .._ ..... v ..... _.. I . ,;,� r _ .,. _ -. ,. I : , 1, I I _11- ,i �fi . ... 4 :iy \ ) - - AG �. , \ \ \ \ a li ' I NOTE :CONTRACTOR TO COORDINATE _ \4 j .- - PROPOSED IG PLANTINGS BETWEEN LO ` Calculations NAGS':' == _:m?.o::" J 11 s AND i6 WITH PROPOSED DRA b, ` i ' -- -- i i 5 I i ' i. I {{ PIPE zoA TO AVOID A CONFLICT. i '— ii ` W H is I ; I I:.:. 1 \ TOTAL SITE AREA: 3.27 AC 142,440 sf ( r I e . ^ ,. b . _..._ r r TOTAL CANOPY REQUIRED: 0.33 AC 14,244 sf ! ; PA is I 1 i� 2 MV , TOTAL CANOPY PROPOSED: 0.38 AC 20 049 sf !' ° b q • ' mi 0 C 1 ° a i i €: I' n ° d o ♦ ° t rk' ,fin 'aq ° '. .* : 'vat 6 ° I: °. ''. o .. .b ° ' v.. a .. �, '"mot, 4,, iP . , }4. ., i .,i 5. - .._, . i 1 v rn V { 3 i i u' _ y; -. .. 11 __ I. i .•` __ __ __ ___ _ _ _ _ ___ ___ __ . 11 \ � 1 t -1 __ _ - - 1, 11 , .. Plant L s . \ 1 t : , y ... . . ___ _ '� __ ._._ ......_. -- - 1______.___.__.._1 - - `- --- -..._- . • _ ' i` r �. \ Scientific Name Common Name Caliper \ Comments 10 -YR CANOPY: I otal \ I Canopy CANOPY TREES PA I Plata nus x acerifolia 'Bloodgood' London Planetree 3.5" cal. 479 7 3,353 ,. IFraxinus pennsylvanica I Green Ash 121/2" 1 ` \ 1 742 \ , 1 3,710 CANOPY TREES - STREET TREES PREVIOUSLYAPPROVED OR UNDER REVIEW ADJACENT TO BLOCK 11 •\ UNDERSTORY TREES CC \ Redbud \. 6' -7' 124 10 AG Amelanchier Grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceber \ 1 multi -stem ` 1 130 MV Ma nolia vir iniana \ 6' -7' 1 multi -stem 113 6 678 SHRUBS IG I Ilex glabra 'Compacta' Compact Inkberr \ 1 23 ` 276 \ I \. '\ TOTAL Abb. Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY: I otal j Quantity I Canopy CANOPY TREES PA I Plata nus x acerifolia 'Bloodgood' London Planetree 3.5" cal. 479 7 3,353 FP IFraxinus pennsylvanica I Green Ash 121/2" 1 1 1 742 1 5 1 3,710 CANOPY TREES - STREET TREES PREVIOUSLYAPPROVED OR UNDER REVIEW ADJACENT TO BLOCK 11 PA Platanus x acerifolia 'Bloodgood' London Planetree 3.5" cal. T____T 1 10,538 UNDERSTORY TREES CC Cercis canadensis Redbud 6' -7' 124 10 1,240 AG Amelanchier Grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceber 6' -7' 1 multi -stem 130 1 130 MV Ma nolia vir iniana Sweetbay Magnolia 6' -7' 1 multi -stem 113 6 678 SHRUBS IG I Ilex glabra 'Compacta' Compact Inkberr 2' ht 1 23 12 276 TOTAL 19,925 tad - FZ�q" . na,_ . . .. . . . . . . . . . . . . . . . . __ . . . . . . . y - , � . 11 \ II GLEN uALLEY DRIVE' . F Q J ft:< \ I- : / 6668 - - \`1 { ~ 57 . PUBLIC RIGHT: OF: WAY .. . . . . . 11 t W �+ F- V a' . ' . O w • . . . . ' . ,,.\ : . . . . �O yi( - . . , . . . j . . . - _ - - - - -- ---- - - -.._ ......__ . .s 7.., . I' ? ,_ �,__ k �,� JOB NO - - _ ..._ . * \:::°:a: 02009 - -� b a .. 11 .. \ , SCALE . 11 a . �' v ? /" It .i;° — NOTE: TREES A�LONC� "UPL D DRIVE WERE APPROVED \ ; •,�s # ,_ "` c 1 - 20 11 ON OLD TRAIL BLOCK 4. ROAD PLAN AMENDMENT. STREETTR ES . Y'4 ". . s,,' '. 14 PA - - -' ALONG'GLEN «VALLEY DRIVE AND CLAREMONT LANE ARE , "`y '~ . ' ' • x',r . SHEET NO. . ; . , SCALE: 1 " =20' FEET PROPOSED ON OLD TRAIL BLOCK 11 ROAD PLANS �` "� „., , 14 , _ -- ,, 11 >', ( REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2, SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 1 TREE PLANTING LD_001 12 SECTION IN.T.S. Landscape Notes NOTES: 1. SET TREE PLUMB PRIOR TO STAKING, 2, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4, IMMEDIATELY SOAK PLANT WITH WATER. 5, SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. N - TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND PLANT PIT ON "UPHILL" SIDE SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) \ REFER TO TREE �� l STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT \r ON DOWNHILL SIDE OF TREE 4" MIN. TRENCH EDGE AROUND 11111- VIII -1 \ \\ X27 ENTIRE AREA TO BE MULCHED VIII =1111) • ; ';":•(1111= (1111: REFER TO ROOTBALL PIT - 11111 =11111 ROOTBALL .' lull = loll- ,�����\ '- - -• x DETAIL i \ /�\ �..,,..�.. \• �l . ��� {=• _ _=��� � .alt ROOTBALL II= VIII =11 = - -- Illll�l�ll _ �'�`'� "�• ' / //\ r = 1111it� II(1i =11111 IIIli= 11111 == 11111= 11f11- \ \ = 11511= 11111 = 11111= \ " ` ` ' �� 1�I- (1111= I I(1141�Ii lsl�ll {II =11111 =11111 (�I 11111 = 11111- / •' � •� �\ \� \� \ \� /\ " "t =1111 X11111 -- 11111- Il -shu- NOTES: REFER TO ROOTBALL PIT DETAIL 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT � TREE PLANTING ON SLOPE LO-005 � SHRUB PLANTING SECTION N.T.S. Conservation Plan Notes: 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND z SERVE AS LIMITS OF CONSTRUCTION. DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED z BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. DEPARTMENT. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS J Q TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION M CY) OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF 4100V CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE LA AND TREE TREES TO BE PRESERVED AND PROTECTED. ARBORIST IF ANY OCCUR. O 3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWIATER 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE MANAGEMENT FACILITIES LOCATIONS SHALL BE COO DINATED SUCH THAT THEY U w OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION ME=ASURE. ALL TREE 0 E CTED. SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AN D PROTECTED. Q U PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF Q COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES; UNLESS APPROVED BY TREES TO BE PRESERVED AND PROTECTED. TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. N 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. W OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE Uj _I P-4 < WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED 0 w A SMALL BOBCAT /TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH BY THE COUNTY ENGINEERING DEPARTMENT. LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN Q DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, LU CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE THE SAME SOURCE (PER SPECIES). TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. U) W TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING AND PROTECTED. INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE z PRIOR TO PLACEMENT OF ORDERS. PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL. AT TIME OF DELIVERY FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE TREE SPECIALIST. ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION DOUBLE- SHREDDED HARDWOOD. CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN -UP. 10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY Gz DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11.ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS U) ASSOCIATION. I� SECTION TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED c ".aunty ar A,lbenrarle Comer vution Plan Checklist - To be placed on Landscape Plans (Handbook, pp ITC- 284 -111-297 for complete speciBcatians) LD -007 N.T.S. 1, follgEtria ItegIv shan be Fhown on Ot pl:w- Trees to be saved_ Limits of clearing (outside dri pti nee of trees to be saved); l Location and type of protective fencing; C rs do chauge"s requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. x. 14�lsrrktr,e*v: All trees to be saved shall be marl:art with print or ribbrm at a height ciearty visil-4c to equipment operators. i No grading shall begin until the tree marking has been itspected raid approved by a County Inspector. 3. Pr•e- E :onvtruetion Ccsnferenre: Q Tree preservation and protection treasures shall be reviewed with the contractor on site. 4• C- 4winnsent Operation and Storaie: Fleuvy equipment, vehicular traffic and storage of constxudiL*n materials including soil shall not be permitted within the driptinefi of trt;es to be saved. S. 5011 Eravfon and 5tonnwater I)elentloo Devicm: U Such devices sltrd not adversely affect trees to be saved. 6. I* Ir"- 0 [hers are not pertninod within 100 feet of the, dripline of trees to be saved - 7. Tornio iflatertlls•,g, 91 Topic materials shalt not be stored within 100 feet of thei dripline of trees to be saved. S. Protective l+encind: 0 Trees to be retained within 40 f"t of a prop, sed building or grading etohvity shall be protected by forcing. El Fencing shall be in place and *hail be inspected and approved by a County Insp ector pri or to grading or 0c>nstrttetid n. 9. Trceti^ells: When, the t wund level mast be raised within (lie driplinf� of a trey to be saved, a tree uvll shall be provided and a construction detail submitted for apprm -al. lit. Trot: ti'atis: El When the ground level mast be lowered within the dripline a free to be saver, a tree wall shall be provided, and a izmt ,trt aion detail submitted for approval. 11. Trenehlne a d Ito t,• n Tunpg�,.,z El When trenching is requimd within the limits of clearing, it shall be done as far away from the trunks of trees as pos=sible, Tunneling; under a large tree shalt be con;ddered as an alternative when it is anticipated that necessary trenching kill destroy feeder roots, tx, cl��r�ni� l Protective fencing, shall be the last items removed during the final cleanup. 13. Danlased Treet:� 0" Dwmaged tree% shall be treated immediately by pruning., fertihzation or other methods recommended by a tree specialist. NOTE: IT IS THE D EV EI.,OPE R °S R.)FSPONSIIIILITY To coNTE R WIT11 THE CON'T'RACTOR ON TREE CONSERVATION REQUIRLMEN'TS. OWN ER SIGNATURE (DATE) C;C)NTRACI" PURCHASER SIGNAT TRY (DATF) 5,01/06 Pane I of 1 BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE 1, TYP %W CUT AWAY ALL WIRE BASKETS - AND /OR NON - BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) �--- REFER TO TREE STAKING DETAIL 11 VAddRI S fl i t ROOTBALL Amil N�\ \\/ BACKFILL WITH CULTIVATED, � ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 112 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. ROOTBALL PIT LD -001 SECTION N.T.S. 1992 3.38 Source: Va, DSW*~ 111-401 Plate 3.38 -2 TH p�,� SCOTT R. COLLINSZ U Lic. No. 035791 2 ��S`SIONAL E��1 N N N 00 � Q N O 00 rn o O O .1 F_ z z upW z LU Oz J Q M CY) z 4100V N O O cy ' Q U w Q U Q U N O Q � N O z J Q Cn W Uj _I P-4 < w w z 0 w � w W J Q vJ LU � ° �W" F- LU U) W 0 ~ ce N N N 00 � Q N O 00 rn o O O .1 F_ z upW Q M CY) z 4100V N W d' cy ' Q z N O Q � J N LL Cn W Uj _I P-4 < W J /F---1 V ) W J Q vJ Cz ° �W" F- z U) W 0 ~ f- 0 z v � z U F- W W Gz �1 ® U) f- .� W H Q O < O N neo Q w J LU °O w a to .: r� JOB NO. 02009 ` SCALE N/A .;; . SHEET NO. 15 LEGEND ROADS 0 T - - -- 200 - - -- 200 240.55 EROSION CON TRO STB O ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS osn__�:,-� ST mt*wn w> = SB O QM a PRAC77CES USED IN THIS SECTION CONSIST OF THE FOLLOWING. SF 3.01 SAFETY FENCE, CE ro-1 CD O TO PROHIBIT 7HE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY 7HE PUBLIC. FD APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED DV -�--- - a PS TO TO CIP A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF DC DC a MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. SA CONS7RUC77ON EN7RANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE & =PMMNN%;MW DIVERSION TALE 3.31.A LIMING REQUIREMENTS FOR TEMPORARY SITES Reccumn.v ldod Application pTT TtYS jgricultural Limestone bdow 4.2 3 tars pet acre 4.2 to 5.2 2 tons per acre 5.2 to t:, 1 tan per acne Source: Va. DSWC TABLE 3.31 -R EROSION & SEDIMENT CONTROL ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS MEASURES: EXISTING CULVERT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE CULVERT WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL bs e PRAC77CES USED IN THIS SECTION CONSIST OF THE FOLLOWING. DROP INLET & S7RUCTURE NO. 3.01 SAFETY FENCE, CURB A PR07E'C77VE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. 1 TO PROHIBIT 7HE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY 7HE PUBLIC. CURB & GUTTER APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED R. UNSAFE BY VIRTUE OF P07EN77AL ACCESS BY 7HE PUBLIC. PROPOSED PAVEMENT May 1 - Aug 31 German Millet (Stla1 aA italics} 50 3.02 CONS7RUC77ON ENTRANCE.• EC -3A DITCH A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF IT IS AN7ICIPA7ED TO USE CONSTRUCTION ENTRANCES, DIVERSION DIKES, EXISTING SEDIMENT BASINS, VEHICULAR INGRESS AND EGRESS ON A CONSTRUCT70N SITE. TO REDUCE THE AMOUNT OF DEP7H OF EC -3A DITCH MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. CONS7RUC77ON EN7RANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE EC -2 DITCH AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS. ;P1 _SSIONAL 3.05 SILT FENCE, DEPTH OF EC -2 DITCH A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHE77C FILTER FABRIC STRETCHED BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE AC71VI71ES. TEMPORARY STOCKPILE ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND EN7RENCHED, TO IN7ERRCEPT AND DETAIN EARTH DITCH SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONS7RUC77ON OPERA77ONS IN E��A ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE THE VELOCITY OF DRIVEWAY CULVERT SHEET FLOWS AND LOW -TO- MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO F10 ER SEDIMENT BENCH MARK LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AND STORED FOR LATER SPREADING. STOCKPILE LOCA77ONS SHALL BE ON S17E AND SHALL BE AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH 774E VIRGINIA EROSION & CLEARING LIMITS SEDIMENT CONTROL HANDBOOK (VESCH). 3.07 STORM DRAIN INLET PROTFC770N: VDOT STANDARD STOP SIGN A SEDIMENT FIL7E•R OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS EXISTING CONTOUR PRIOR TO PERMANENT STABILIZA7ON OF THE DISTURBED AREA. INLET PR07ECT70N APPLIES WHERE STORM DRAIN INLETS ARE TO BE MADE OPERA71ONAL BEFORE PERMANENT PROPOSED CONTOUR STABILIZATON OF THE CORRESPONDING DISTURBED DRAINAGE AREA. PROPOSED SPOT ELEVA77ON 3.09 7EMPORARY DIVERSION DIKE. TBC DENOTES TOP BACK OF CURB A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING TAB DENOTES TOP OF BOX DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM UNPRO7E"C7ED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT- TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER STORMWATER RUNOFF MUST BE * VIRGINIA EROSION & SEDIMENT CONTROL 7EMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON L HANDBOOK SPECIFICATION NUMBER S17E DURING CONSTRUCTION. 77-IESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 * MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE. STRAW BAIL BARRIER 3.04 3.12 DIVERSION. A CHANNEL CONSTRUCTED ACROSS A SLOPE WITH A SUPPORTING EARTHEN RIDGE ON THE 7EMPORARY DIVERSION DIKE 3.09 LOWER SIDE. TO REDUCE SLOPE LENGTH AND TO INTERCEPT AND DIVERT STORMWATER RUNOFF TO STABILIZED OUTLETS AT NON - EROSIVE VELOCITIES APPLIES WHERE RUNOFF FROM BE LEFT DORMANT FOR A YEAR OR MORE. SELEC77ON OF SEED MIXTURE WILL DEPEND ON THE 77ME AREAS OF HIGHER ELEVA77ON MAY DAMAGE PROPERTY, CAUSE EROSION, OR INTERFERE WITH TEMPORARY SEDIMENT TRAP 3.13 THE ESTABLISHMENT OF VEGETA77ON ON LOWER AREAS, WHERE SURFACE AND /OR SHALLOW SUBSURFACE FLOW IS DAMAGING SLOPING UPLAND, AND WHERE THE SLOPE LENGTH NEEDS TO SEDIMENT BASIN 3.14 BE REDUCED TO MINIMIZE SOIL LOSS. 3.13 7EMPORARY SEDIMENT TRAP: INLET PROTEC77ON 3.07 A TEMPORARY PONDING AREA FORMED BY CONSMUC77NG AN EARTHEN EMBANKMENT W17H A STONE OUTLET. TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT USE BELOW DISTURBED SILT FENCE 3.05 AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE SEDIMENT TRAP WILL BE USED NO LONGER THAN 18 MONTHS, AND IT MAY BE CONSTRUCTED TEMPORARY SEEDING W/LL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT E17HER INDEPENDENTLY OR IN CONJUN'C77ON W9TH A TEMPORARY DIVERSION DIKE. CONSTRUCTION ENTRANCE 3.02 3.14 TEMPORARY SEDIMENT BASIN. A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE CHECK DAM J. 20 FORMED BY CONSTRUC77NG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERMINATING TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND `DRY" STORAGE LONG ENOUGH FOR 7HE MAJORITY OF 774E SEDIMENT TO SETTLE OUT APPLIES BELOW TEMPORARY FILL DIVERSION 3.10 E TOTAL G DRAINAGE AREA IS EQUAL TO OR DISTURBED AREAS WHERE 774 CON7RlBU71N GREATER THAN THREE ACRES. THERE MUST BE SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY FOR THE CONSTRUCTION OF A 7EMPORARY IMPOUNDMENT. DIVERSION 3.12 J. 18 OUTLET PROTEC770N: STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPA77NG DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS TO PREVENT SCOUR AT PERMANENT SEEDING 3.32 STORMW47ER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO MINIMIZE THE P07EN77AL FOR DOWNSTREAM EROSION BY REDUCiING THE VELOCITY AND ENERGY OF CONCENTRA7ED DEPEND ON THE 77ME OF YEAR APPLIED. STORMWA7ER FLOWS. APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL TOPSOILING 3.30 SECTIONS. 3.19 RIPRAP: _ CULVERT INLET PROTEC77ON 3.08 A PERMANENT, EROSION - RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FILTER FABRIC OR GRANULAR UNDERLIINING TO PROTECT THE SOIL FROM THE EROSIVE CONSTRUCTION ENTRANCE: FORCES OF CONCENTRATED RUNOFF, SLOW 7HE VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING THE POTEN77AL FOR INFILTRATION, AND TO STABILIZE SLOPES WITH SEEPAGE DUST CONTROL 3.39 PROBLEMS, AND /OR NON - COHESIVE SOILS. USE WHEREVER SOIL AND WATER INTERFACE AND THE SOIL CONDITIONS, WATER TURBULENCE AND VELOCITY, EXPECTED VEGETA77VE COVER, ETC., ARE SUCH THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDITIONS TEMPORARY SLOPE DRAIN 3.15 ROCK CHECK DAMS: 3.20 SMALL TEMPORARY STONE DAMS CONS7RUC7ED ACROSS A SWALE OR DRAINAGE DITCH. TO SAFETY FENCE 3.01 ON ENIRA STORMWATER OW REDUCE THE VELOCITY OF C C TED FL S, THEREBY REDUCING EROSION OF THE SWALE OR DITCH. THIS PRAC77CE ALSO TRAPS SEDIMENT GENERATED FROM ADJACENT AREAS OR THE DITCH ITSELF, MAINLY OY PONDING OF 774E STORMWATER RUNOFF. THIS VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE AMOUNT OF MUD PRACTICE, UTILIZING A COMBINA77ON OF STONE SIZES, IS LIMITED TO USE IN SMALL OPEN TEMPORARY RIGHT -OF -WAY 3.11 CHANNELS WHICH DRAIN 10 ACRES OR LESS. DIVERSION TALE 3.31.A LIMING REQUIREMENTS FOR TEMPORARY SITES Reccumn.v ldod Application pTT TtYS jgricultural Limestone bdow 4.2 3 tars pet acre 4.2 to 5.2 2 tons per acre 5.2 to t:, 1 tan per acne Source: Va. DSWC TABLE 3.31 -R ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS - QUICK REFERENCE FOR ALL REGIONS' DESCRIPTION OF EROSION & SEDIMENT EROSION CONTROL NOTES & NARRATIVE Rate Species bs e Sept. 1 • Feb. 15 50/50 Mix of Annual Ryegrass (Loliium multi- florurn) 1 & 50-100 Cereal (Winter) Rye (Secale cereale) R. Feb. 16 - Apr. 30 Annual Ryegrass (Lolium multi- florvm) 60-100 May 1 - Aug 31 German Millet (Stla1 aA italics} 50 Source: Va. DSWC 3.31 TEMPORARY SEEMING.• THE ESTABLISHMENT OF A TEMPORARY' VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WI7H APPROPRIATE" RAPIDLY GROWING ANNUAL PLANTS. TO REDUCE EROSION AND SEDIMENTA7ON BY STABILIZING DISTURlBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL, PERMANENT VEGETA77ON OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. . 3.32 PERMAN ENT STA BILIZA770N THE ESTABLISHMENT OF PERENNIAL VEGETA77VE COVER ON DISTURBED AREAS BY PLAN77NG SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS. TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO S17F CONDITIONS, AND ALLOWS SELECTION OF 7HE MOST APPROPRIA7E PLANT MATERIALS. TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLE77ON OF CONS7RUCTION ACTIVITIES, ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. 3.35 MULCHING.- APPLICA77ON OF PLANT RESIDUES OR 07HER SUITABLE MATERIALS TO 7HE SOIL SURFACE. TO PREVENT EROSION BY PR07EC77NG THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVIDING hNSULAT7ON AGAINST EX7REME HEAT AND COLD. AREAS WHICH HAVE BEEN PERMANENTLY SEEDiED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING AREAS WHICH CANNOT BE SEEDED BECAUSE OF 7HE SEASON SHOULD BE MULCHED USING ORGANIC MULCH. MULCH MAY BE USED TOGE774ER WITH PLAN77NGS OF TREES, SHRUBS, OR CERTAIN GROUND COVERS WHICH DiO NOT PROVIDE ADEQUATE SOIL STAB /LIZA77ON BY 7HEMSELVES, CAN BE USED IN CONJUNIC77ON W17H TEMPORARY SEEDING 3.37 TREES S" -_ VINES & GROUND COVERS, STABILIZING DISTURBED AREAS BY ESTABLISHING VEGETATIVE COVER WITH TREES, SHRUBS, VINES, OR GROUND COVERS TO AID IN STABILIZING SOIL IN AREAS WHERE VEGETAT70N OVER THAN TURF IS PREFERRED, TO PROVIDE FOOD AND SHEL7ER FOR WILDLIFE WHERE WILDLIFE HABITAT IS DESIRABLE. APPLIES IN AREAS WHERE TURF ESTABLISHMENT IS DIFFICULT, ON S7EEP OR ROCKY SLOPES WHERE MOWI,'NG IS NOT FEASIBLE, WHERE ORNAMENTALS ARE DESIRABLE FOR LANDSCAPING PURPOSES, AND WHERE WOODY PLANTS ARE DESIRABLE FOR SOIL CONSERV4770N, OR TO ESTABLISH WILDLIFE HABITAT. 3.38 TREE PRESERVA 77ON AND PROTEC770N PROTEC77ON OF DESIRABLE TREES FROAV MECHANICAL OR OTHER INJURY DURING LAND DISTURBING AND CONSTRUCT70N AC77VI;TY. TO ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE 7HEY WILL BE EFFEC77VE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PRO7FC710N, LANDSCAPE BEAURFICAT70N, DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN-TYPE USES APPLIES IN 7REE- INHAB17ED AREAS SUBJECT TO LAND DISTURBING AC77V177ES. 3.39 DUST CONTROL: REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOL177ON AND CONSTRUCTION AC71077ES TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, 7RAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONS7RUC77ON. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. EROSION CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA71ONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULA TOONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED 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. ES-J.-ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF 77-IE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE S17E AT ALL 77MES ES-5.-PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER 77-IAN INDICA7ED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CON7RACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6:77-1E CONTRACTOR IS RESPONSIBLE FOR INSTALLA77ON OF ANY ADDIT70NAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7.-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. ES-8.-DURING DEWA TERING OPERA PONS, WA 7FR WILL BE PUMPED INTO AN APPROVED WATER FIL 7FRING DEVICE. ES -9: 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 IMMEDIA TEL Y. General construction notes for Erasion and Sediment Control glans 1, The plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land diourbing activity, and one week prim to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards d e an specifications of the Virginia l:rasicsn and S dririent Control llandboolt and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control tons E lot' - �. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all tithes. 5. Prior to coimatencing land disturbing activities in areas ether 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. 6 The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas arc to drain, to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8, luring dewate;ring operations. water will be pumped into an approved filtering device. 9 "'he contractor sh a ll to s 1 ect all erosi on on 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. 10. All fill material to he taken from an approved, designated borrow area. 11. 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. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -3€11 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -tyre" power equipment shall be limited to the hours of 7 :Wam to 9:00pm. 15, Borrow, fill or waste activity shall be conducted in a safe manner than mlint:.ains lateral support, or order to minimize any hazard to persons. physical damage to adjacent land and impmve,ments, and damage to any public street because o slides. sinking, or collapse. 16. The developer shall reserve the tight to install, maintain, remove or convert to permanent stormwater management facilities inhere applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Ter ipmary stabilization shall be temporary seeding and mulching. Seeding its to be at 75 lbslacre, and in the months of September to February to consist a,50150 mix ,of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annuall Rye, or May through August to consist of German tMillct. Straw mulch is to be applied at 80181100si Alternatives are subject to approved by the County erosion control inspector.,. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and nhulch. i Agricultural grade limestone shall l� applied at(11lislltlClUsf, incorporated iulto the top 4_6 d c. o• a 0 - nutrient inches of sail. fertilizer shall kac applied at 10001bsfacre an consist t l 20 10 uu n mix. Permanent seeding shall be applied at 1801bs /acre anti consist of 95% Kentucky 31 or ']'all llescue and 0 -5% perennial Ryegrass or Kentucky Bluegaass. Straw mulch is to be applied at 80]bs /100sf. Alternatives are subject to approved by the County erosion control inspector. 19. 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 ivet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a toxin stand of grass. Silt fence and di. ersion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All te=mporary erosion and sedirrient control measures are to be removed within iii days of final site stabilisation, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. Ibis plan shall be void if the owner does not obtain a permit within I year of the date of approval, (Water Prctec:tion Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (c,1) months after the elate the land disturbing activity comnicneed. (Water Protection ordinance section 17- 207B) SOIL DESCRIPTION 25B - DYKE- SILT LOAM- 29 TO 77 SLOPES. THIS SOIL IS DEEP, GEN7LY SLOPING, WELL DRAINED SOIL ON BROAD, CONVEX FOOT SLOPES AND COLLUKAL FANS. SLOPES ARE SMOOTH AND ABOUT 300 TO 1000 FEET LONG AREAS OF THIS SOIL ARE LONG AND WIDE. THEY RANGE FROM 5 TO ABOUT 30 ACRES. THE SURFACE LAYER OF THIS SOIL IS DARK REDDISH BROWN SILT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WA7ER CAPACITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE: THIS SOIL HAS GOOD 77L TH. 37D3 - HA YES VIL L E- CL A Y LOAM -157 TO 259' SLOPES, SEVERELY ERODED. THIS SOIL IS DEEP, WELL DRAINED, AND MODERA TEL Y STEEP. IT IS ON SIDE SLOPES THAT BORDER SMALL DRAINAGEWA YS. SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOIL ARE LONG AND WINDING. THEY RANGE FROM 3 TO ABOUT 20 ACRES 26C3 - DYKE -CLAY LOAM -77 TO 157 SLOPES, SEVERELY ERODED. THIS DEEP STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF COLLUWAL FANS. SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOIL ARE LONG AND NARROW. THEY RANGE FROM 5 TO ABOUT 30 ACRES. V) 0 a a V / T J c 0 F- 4 o I.._ 0 W 73 0 n o c3 C W 5W s w \ e, w > z f-4 -0 CD 0z 0 w �[ a Z d o Z C J -o � U 0 Q z 0° -� _Z C J 3 °' O0 U U C U - L L, °3 CL O � � UN 0 -0 a x a) C 0 z `L W E " c 3 ._ H o Q0 rn K E 'U � o V / w in w � Z C Z w U z cf)L_ z O J to J C 0 () o 0 OT O C a a 6 W 0 C aL6 �-0 U O X� U U a) L L -''' rn C 0 o 0 (n o C_0 a� � E U 0- -a o -a C D U -0 0 (n ; I , � * - ", ___' '__-�................ " z .. .... . - , -_ I I � CA ""', I- --, ... .. .. . "', - ... � .. ,*g"l/h ._ :, �,l ': - - --_ I I � , " " I I =_ � 11. / ; I , - - : MIN rJ11 ij , t", . 'i", I - / I "I . - __ � : "I 1-1 . I - �. I NOTE: THIS CONSTRUCTION ENTRANCE SHALL BE " � . I �, , , , , - "I'll" I v, � kllw,�, I-,--- -, I F"" :; 1.17 � .. : " � 11 - � I I � . . . . . . ,,� '3111111 I , / 11 ""': lll'� I . I , W11 I "I � rall ; 1.17 , �'_,, I 7"t [�-,, I r1l", , "� , " , � .. I - I . 4,AX-4 I -m - I I 11 I .. I I :. 4) 11 - 1. , I L i _ 7 ' ,� .11 I i. ; _5�j - . I � 1 - - : I � j� .. . .. ..... - / I I I i , I I " . � ,� I i I ) i I 1= � . , MIN. CONTRACTOR. RUCTION TRAFFIC / � I I 11- i f . I I f 11 I : . ... i . . ''. I - "I'll", i. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS \1 - ii , I 1� o � .. I . : �: �: � - .,,� - , ALL CONSTRUCTION ST i I :1 .. .1', ... � __ �l , .... - I !� . .. , ; 1, : /I i I . :: I . I " . PROJECT. THE LIMITS OF DISTURBANCE FROM THIS SECTION ; , . r / 1, \ i la 1". , : , - :, �, . .. I . I . . , - .. : .I. : � I / lil 1'� I . : i": � . . I .... I " i r��, 1 2'X 7 O' SHALL UTILIZE THIS CONSTRUCTION ENTRANCE. __ � I �'� i i : I I -, ; .-,.: 1, . .:::.:: / .� . ".. �!. . . ..' ,. --- � 11 %, ` . . , I .... I �. �. . .. '. .. Vi'� -_ �� ; / I ..'', � , , : ..- . -, , � 1: : .. � EE . . � . NO OTHER ENTRANCES TO OLD TRAIL DRIVE -_ : . ONLY INCLUDES OPEN FARM LAND. THE TOTAL LIMITS OF - .:.:, i . . . . . . - . / � . ..., 0 13::: - ., . .. .. .. .. I ,. 11.1 \ " - I : I * . � . SHALL BE UTILIZED AND ALL OTHER ENTRANCES --- --- - - - -- --- * I DISTURBANCE IS 6 I � 11 . . . " : � - ., '��_ .:". ., I . �: m �,l 1- ff7v. . .: t .., / . . .,� �: :,�,' . , 1; .. : : :.:. . . .�'� 1-11 . - . � - .1 11 I ., i _ -_ \ . ! , , � , '' ( . Ir-1 I ; - � .43 AC. 1 �__ ,l , I I . . .. . ... ... . : � ; 1 ..... � 1, ; A i . --:�� : :.::�::- I __ 11 .— I . . . 1: i'l ..'��....-.�.*.., . I . , .... 1* ' '1� : "I . ::,:4 I::. :-� , . . , , . I , , 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD t : .'. _� 1� �_ i V�,, TO OLD TRAIL DRIVE SHALL BE BARRICADED TO .: , � .. I", ,.. , , . N . i � I . . . . I., I I. . . . ,,, 1..�" ; \ � �� I , . . i . . I . � � .1 � ! ..'', . '.: 1, � ", , � ,i�, ,� I i : �'i . I -.1 . - . . . 11 I :1, ", . .1 ,��.. . I ... * . . . , ! , I-— ! ., , . I �� , � . . . , �l li,g : � - I :. , .. 1, , " : .: - v I , -1 , .� PREVENT MUD FROM BEING TRACKED ONTO OLD ; 11 " , - I'- f . . -, , - . . . " . . . . :i�� :"' PLAIN AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY I ,,, : i . M : . . I . ... *1 , "' I/ I 1, - I � I I � 1 K:7N ..�:: " i -_ 1� j� -- 1, - -1 � . I ,� . Ts TRAIL DRIVE. ,_ ,--,,, ; I I i � � :: �: �.. : ------------- :I- 1. . - 1. _ � _ __ _ - .. ___ __ - __ ,- - _ _ - 11 . � _, I 11 , � ,,, i I , .. ___ ____ ,. , . , I ", I , ��.�� �:,: I . 0 : : - -111�'I_.� � -11 - / i 1, , _j ; 1; � I . T I I . \ .... , " .� i .. ..�.,��.��-� :::: - . ll',.',��..,, w MAY NOT OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. . i . � - r ---i __�.., __ ; I . I I r�', ,/� ! - -m .., , .'111�1'1� - \ i I . . , _ - I � ! ii� i , . I - - -_ , :..:. .. .. - - . ''. . . I , -_ ___ _ I \ CONSTRUCTION ACTIVITY WITHIN THE STREAM BUFFER SHALL ,,, _ .. - ------ - . __ " : . ��jl!::: I..", . \ -."-, 11 - ! , , , , ".:. 11 , I ,/ � 1, h- -_ -_ - i -.1 , . -� "I , 11. ., - ! I A ; . - __ , I : 1 , I , I 1: 1 v , - *.:� . � - __ � � . , , . I 11 I " I , � .. I *. . 1'� - -..-- --- - :;: - ,,� �_ .:., � �:, �'..'. , I - ; � �l , BE LIMITED TO THE SANITARY SEWER INSTALLATION & 1�1 - I'll, 5 I *, - I _.: " I—- __ I .;, . I, V'0� . � - I '! If' r/ : r , , ". ', - , � / ! - t ; I " . / 5 ! 1 .... .- ; : , , SEDIMENT BASIN OUTFALL. NO OTHER ACTIVITY IS ALLOWED � :.,.�._'_'- I .1 . ., rl ! " I "�. " I ! , 11 � _. .. .� ,, V : I I / � ; . . . . . : li 11 � \ WITHIN THE STREAM BUFFER. NO TREE CLEARING SHALL � ,.��.":,�...."....":., . - � . i , , , I � , " I i, . � ; .� I - � . I .. .. : - �,�.- ,Q � . , I � �. I... I I - I... I ,� .: .� 9 11 - :�:, I __ , ��, 7�---l-`,1`---...-l-'." ..'......' , , , , . -"-t � � .1 - � :: �: � , . , I ! ! i, I , - � - .. '' � 5 OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. ; : . 1, . . .... I . . _� . . 11 . . � �,.'-�.: ", -, - : :...,-, . .. ,� " _ - i . I !�'.""":.. - . ,�:. 'j; - - i " w.. . � , :, ��::W'_ �4� .... :: , : : : -":::::: ,: : .. .._ . . . :,. �\ ,,, :�: :,� - �. I 1. I - il I -ON THE -SEDIMENT BASIN_ . yv�� � . :::.: ..:.:.:,. ..: : :: :, �:, .: � �F � I I 1 3. SEE SHEET ESC I FOR DETAILS � I ,:-:� _'. :i. I 1 � I " - - � - 3 I" 1\ 11- .::: , i I -, _ ; -, :�,,, - , . , ,i, f", 1 � __ � I .i . 11 ::,: ::::: , ., I . .: 7f� . i ,-- ! ,\ " , id ', . ... I - -_ 3:,',: , , . � . 1: .1 .:: - .: -, : .: - :/.. :. ./, ... .: .1'. "I , � I - / I . - I . .� -:.�::: . � . .. ,,, � \._ .*. -1� , % , \ - ; - -, - . - 1. f . . . I ,)::::.::.,. - .. . . , - 11 . 1- --..-- -, i:! OL -R I I . .: .: : :,kzw�, � , . I.. ::: �� * :::: , ': < . I I - - ; i ,-. - � : �� - ______________Z � I , . . . � .,.:, ., � :_, � . i - � .- ., ! - — . . i . � -, 11 -1 di i . I .. . , d. - I � �_ i " I I . ; l," ," "-- � � : .. :.: �: .r--. ,.'. . ::', ]. . � � � . . i \, _ 1, p .... "' �_ I . , + - . , .,: 101, i I - - rill . _:.j I:- . I ... . ll� !§S�::: ` : �: � *: �:��: �: - . � 4— NH ot 1'rr �' ,;,- , ,SCOTT R. COLLINS�Z 1-" ) Lic. No. 035791 � .6 *pl " lkls��IOXAL ��� - , .'� I - \ " ". - - 11 - 1 1 . . , :: - . . . I . . I . � . � . I 1, � - - . . I . . : 11 . , I I - 1, Ln i 1I ! -1, I j . ; .. - . ::. : . : + 'y - _ &A 11 i -1 ", - . .. ...... 1, : - : - . , ; \ . . \ , �_ I �. . V: 1: m I '. � -1 - 1, , z , -1 ; .. . ''' �. , GRAPHIC SCALE, ,\, . -I "I ! _!�!� .. IP ..... ::�:,::..., .. .:::.I:::;... . 11. � ; _,:� - - i - \ . , I -_ . - . " . . I I � I \ i ;; --l- \ .-,..-,.. 1, : . ��_. �:::: : r I., : : �`. .., - �, . 1; . \ el - __ _NOTE: ALL TRENCHING FOR THE INSTALLATION OF 46 .... . ___ 0 20 40 BQ \ ,,,- \, \ 160 '\ '- -, ' , " _ 2: ; - " 1 , . : :- � . .. . . I . .1 . 1, - - - I li; �l i I I :::::::::: : . . ', 'IP . . . . . \ , I . , _.. 11 r �l : ,.,I I ::: , :,:, . ..,.:. I . .. 11 , i r, :.:::., : , .. � ROPOSED CON�RACTOR I ; �. /:. . - :: ., . . .. I SOIL : i . I' ''' ; ... . . �l I I \ I 1 ,_ 11 I '\ �, ,,, -, 11 m: I �: : : : I ... I ." .. I !!! __.___ STAGING ARE SANITARY SEWER SHALL BE PERFORMED IN DRY I I ... - �Ill "I ", �'l 1, 0 � 1 I", f : : . / I .�" I � . 1 \ - 1; .,.: I. 1. - I � I -:-- I 1\ 1�1 1, u , " ���i�� : , . ::::.:::::::: " . , � I , 11 I I DESCRIPTION 1 1! ,j . 4 . I O.. - .. - - I ,�. A- .: :. � I 11, 1�1 1� - - , - ::: : . . ., . .1 1 � I . EA (n I ; 14 - .:: : ::,,:: � � �, o " \ I i CONDITIONS ONLY. CONTRACTOR SHALL UTILIZE ��, I . ''I '. %� " � I I : 'I- � I", k� -, ,,"'� I, \ - ; 11 , ... - , , F65=19==F����� I., \ Z Z 0 , ; i . " :::::T :::: : <.. - '� " 'i � . -��:�:�� :: �::::::: / I 1 inch = 40 f - " , , z Lu Lu � , , ', , , � I � (TYP.) 1: I -, I I. '' ::.. . . :::,�': , -RESPONSIBLE CONSTRUCTION PROCEDURES IN - t� , , � . . .. - I : I . �_ I . I - .:, I I :: :: ":::: �: w:::::: -1 I :� � - \ 1, " ", " ,,'\, I - .. :... 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I I �, � /' - / I/ 1\ / / ; --.,, 1 -` ; - _1 li 1 '�",/, , � - \ - __ 00 I � � - "I I I � I - , I I 1-1 / \ ','-- ,5, , - - 4S-- 11 I / 1111 ' -'-. __ __ _ . , " , ... ; - ,�, , ., I � , I � " - 11, 0 - I I , I , _., -, I - *00F / , / " 1 I - - r 11 ", - 1 11 - , - /" , \ 'r-, I / '. ", .1, I \ -1 " , , ,e " , gie +71-11'., - r, /WIRE '; I /�" ." 1'� I ","'i 04� _flw�� �oif- w-wa '� -. -`-,V.�. ..,ft --,,o- "I / I - , I I ; 1, ..... __ - I p ,��" -6 1 - " : "`lll'l/, " 11 � . " , / - I., __ I'll, - , _-/ . -,-v- . .., - : i 11 ,� I I I ,� ,� , , - I . " , /�,,"_' - I / , ., - " , " I " � , , , I I - ; , I 1, - VA-0 I- \ - -, - ,_ . * : - ------ rrlr I I . . I � / // /' / k " " -- - -- " I I - - _', ; . .-, __ �v J _ - � , " ". ll__�_4 . /I I 11 ; -, - �l /MATCH � : - , " - _� ILIN' I - SEE THIS SHEET I � '',__ I S , I . / p ,\ - W/ MR E - / BACKING "' -'", '/"' 1, �, ,- -- I , __ / e,v, , : I" � 11 11 " , , - , / , i 1�� . ,�W - - 1, \ -, - .-, 1. \ " i ) i i I/ I _ _� " -_ - --- _.I _ "I - __ _ : !:4' V/ , - SF __ ,/ I __ 0 n% - , " - . . / I— . : - L , I ; I 11 " / / / , A- ) , - ." . . - /// I f I W,,W,� .1, ,- 1. __ , -, -.1 __ 11 'If . 11 / - j i i - ... I ", � � ; - / .. I 1� - I " I I v---T-" I.- 1, - � - __ __ - __ __ '", , rM.'" , , , ! . - ...., _ i / / ',/ ", , , , - -1. ----BACKIN' i; 30" L - - 11 -- - -, , f7l- ,� _'\+ __ - -,--- , 3A /I i " / " _ _ _ - "... __ - ". 11 - - _ I-- . l "I 4 : .- I I - N 11 _11, WOWA , I . -ttr)'\)\/Ir)F FA THIF IL—Im - I- .. . s�,75A / , 6- L - 711 W K 01) E: W E: :t 7 :t _j L u — __q () )� D E I E: 11 --A !e .) D I 0 1 u D :( J _j —4 > _j --I :t )� — uj _j :) F_ t Lu D = I Ln JOB NO. 2009 SCALE 11=40' HEET NO. 17 -7-4 or L J D e - 7p D .) - 7p Ll E: 4 ') u 0 6 E! D q r) D e W 1.; 2'x4" WOODEN FRAME nRnP JAI/ FT PERSPEC Tl VE VIEWS r•-re iir =I /, ELEVA TION OF STAKE AND FABRIC ORIEN TA TION SIL T FENCE IP DROP INLET PROTECTION NO SCALE 3.21 AME Compacted Soil Non - Erodable Liner 18" min. -- - - ,__Flow 4.5' min. SOURCE: VA. DSWC PLATE 3.09 -1 ,A THER XCESS TEMPORARY DIVERSION DIKE IT CORNERS 3.07 -1 SHEETS OF 4'x8 x�' EXTERIOR PLYWOOD OR EQUIVALENT fl f (1 TATTLE 3.32 -D SITE SPECIFIC SEEDING MIXTURES FAR PIEDMONT AREA CROSS SECTION CONSTRUCnON ENTRANCE Total Lbs. TO SEDIMENT BASIN 70' MIN. 3' SM-2A ASPHALT TOP COURSE Per •Acre ISTING PAVEMENT 1 lirEiiT1 Tm Cs3TC i, wn ,rul r. Oft rxa OR EQ#Jr4Al_ET4i P+a cl• 71 STA , P, DIVERSION DITCH SIDE ELEVATION AGGREGATE BASE EXISTING - Commercial or Residential 175 «200 lbs. Tar � mla. -70' MIN. . Kentucky 31 or Turf-Type Tall Fescue 95 -100%, M --- 0'qy m£ CASPHALT PAVED WASHRACK EDGE OF PAV'T Improved Perennial Ryegrass 0 -5% - Kentucky Bluegrass 0 -5% 12' MIN. �.- EXISTING - -1 , r� � DNERSION DITCH POSITIVE DRAINAGE MINIMUM WIDTH AT TPAM140d MME I-Ii 2z- 114aintenance I_nw�n 2001250 lbs. n k1, Lr. 3 I - - ---2 €1 OR LL ' � µ ELEVATION IS 4.0' PLAN VIEW MUST DMD FULL MOTH OF + -�-� �' 'k».A`•'f CA' INGRESS AND EGRESS OPERATION SET 1 1/2" WATER Kentucky 31 or Turf -Type Tall Fescue I(? ITC 12' MIN. PROOF HYDRANT S ABOVE GRADE AND 4' 2x _-r„ OFF EDGE OF PAVEMENT. General Slope (3:1 or lessl LEVEL SPREADER WITH VEGETATED LIP ! - Kentucky 31 Fescue 328 lbs. - Red Top Crass 2 lbs. i - Seasonal Nurse Crop 20 lbs 150 lbs. CROSS SECTION 1,ow-Mainicn-ance Slope h l' VDffr 13. #:157, Ps, 956 Oft . - Kentucky 31 IFescue 108 lbs. 457 03AA5F. AGGPECATE IN VA 'WLE ( i. a Red I°f7P GraSS 2 lbs. r,ALVANrEsH V1RE te=S, Cam' KET - SECURE W MMH 70 TIMPT -F . Seasonal purse Crop 20 lbs, r1L ELUTM eve �Tr - Crownv°Petch. JEc i,r?E €?T TO Op, N k _ 15(1 lbs. W;Tbi WIRE °T.E-5 6 R€BAR T"M Use seasonal nurse crap in accordance ,,Ath seeding dates as stated below: ¢ February 16th through April ..... . ........... . .... Annual Rye CAIN. Ldr4uiSr1i7£1LC� ¢ p> r a Z1 �'R SY� May 1st talu 1llr h August 3St17 ... . ............. . ... FoXtail Millet J a t7 S�Al Fly., rr� August 16th through October . . ..... . . . . . . ......... Annual Rye November through. February 15th .......... . ...... . . Winter Rye , Substitute Scricea lespede2a for Crownvetcll east of Farmville, Va. (May LEVEL SPREADER WITH FRIGID LIP through Septernl)er use hulled Sericea, all ether periods, use unhulled Sericea). . MN, MAL PIMWRE or FIL°z:A CL 4 HCAED W S70. & 5,0M. 3.sq, P: Ap If Flatpea is used' in lieu of >ur'cawnuetch, increase rate to 30 lbs./acre. All legume seed must be properly inoaated. Weeping Uvegrass rnav ba. added to any slope Source: Va. DSWC and MC. Iq �r�d � lm= or Tow- znaiatena,nce m.ix during warmer seeding peTigds; add 10-20 lbs. /acre in Plat" 3,I- mixes, 1. SET POSTS AND EXCA VA TE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. =III X111- FLOW 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r sF SIL T FENCE (WITH WIRE' SUPPOR T NO SCALE 4' 6" RISER CREST ELEVATION POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT 8' LEAST 3' INTO THE GROUND SEDIMENT BASIN BAFFLE DETAIL NO SCALE ALBEMARLE COUNTY CONSTRUCnON ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3' SM-2A ASPHALT TOP COURSE ISTING PAVEMENT ' 6' 21A DIVERSION DITCH SIDE ELEVATION AGGREGATE BASE EXISTING GROUND -70' MIN. EX. CURB OR CASPHALT PAVED WASHRACK EDGE OF PAV'T 12' MIN. �.- EXISTING PAVEMENT DNERSION DITCH POSITIVE DRAINAGE MINIMUM WIDTH AT TPAM140d MME DESIGN WATER ELEVATION IS 4.0' PLAN VIEW MUST DMD FULL MOTH OF INGRESS AND EGRESS OPERATION SET 1 1/2" WATER HYDRANT WITH FROST . 12' MIN. PROOF HYDRANT S ABOVE GRADE AND 4' 2x _-r„ OFF EDGE OF PAVEMENT. SECTION A -A NOTE: A MINIMUM WATER TRAP OF 1- IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5' 5 PAVED TEMP CONST RM g SCALE XT.& 4. BACKFILL AND COMPACT THE EXCA VA TED SOIL. . FLOW ATTACH FILTER FABl� TO STAKES OR POS7 EXTEND IT INTO TR0 EXCA VA TED BACKFILLED COMPACTED SEDIMENT BASIN #1 DETAIL DESIGN - 1 =20 f = .._1 = == ; / W i f - SCOTT R. COLLINSZ !: f 1... -.` O '` ' U Lic. No. 035791,1 ...( =4= SIGNAL E11 €_ 1i j z z W W 0 J BAFFLE _ U U V) U U i� 30" CL. III RCP RISER w = U v TOP OF RISER - 640.90 - .. -I W -I. ' z � Ce 6.05 i 0 f \ l 6tk !: ` tK LU !T� e PROPOSED 30" CL. III RCP RISER SHALL HAVE Y .., A CONCRETE FOOTER BASE TO PREVENT N N N _ O FLOATING. CONCRETE BASE SHALL BE 18" j =' w ` ` THICK AND A WIDTH OF (2 x RISER DIAMETER) , -� o . o O� r =5'. RISER SHALL BE EMBEDDED 6" INTO o 0 0 0 O THE CONCRETE FOOTER. UPON COUNTY INSPECTOR'S AUTHORIZATION TO CONVERT THE SEDIMENT BASIN TO A. BIOFILTER, RAISE RISER 2' VERTICALLY TO ELEV. 6 2. o 4 =i LU - - 24 CL. III RCP BARREL 18SLF Q i.o8% I Cl? INV IN. 632.0 1 N INV OUT. 630.0 % w / Emu= d- �. \ M r. CN O Q z o N F..� 1 1 1 \ �.1.j PROPOSED RIPRAP SHALL EXTEND FROM BARREL OUTLET TO EDGE J /1 OF STREAM BANK. SEE SHEET J SWM -2 FOR DETAILS. - 7 VJ V GRAPHIC SCALE r @: W O 7y_ y z 20 0 10 20 40 80 111711 111771 i \ y ( IN FEET) \ I 4 ` i ry+ LL V 1 inch = 20 ft. _ ,--� Sediment Basin #1 Design z Q drainage area (acres) 7.60''' I W basin volumes: (using 2' contour intervals) crs NSA WATEP elevation (ft) contour area (sf) volume (cy) (2s- , sT .0 636.00 7,312 0 W O z ,. ,. _ 638.00 6,830 597.0 Q 4 t ~ 640.00 10,449 1310.2 - .. ` ' 642.00 1 2,169 2147.1 644.00 113,989 3115.1 ` " vo U) 645.00 114,937 3650.7 O. V wet storage: !- wet storage required (cy) (6rDA) 649.2 design high water (ft) 642.70 dewatering orifice elevation (ft) 637.85 top of dam (ft) 645.00 -J wet storage provided at this elevation (cy) 613.0 top width of dam (ft) 10.0 �- available volume before cleanout (cyr) (34'*DA) 258A bottom of basin (ft) 636.00 W 1- 1 cleanout elevation (ft) 636.85 approx. bottom dimensions: 58'x 141' > distance from cleanout to orifice (ft) (> 1') 1.00 upstream face slope: 2 :1 )EN STAKE downstream face slope: 3:1 POST dry storage: (D H TH = 5' MIN. dry storage required (cy) (67*DA) 509.2 baffles: YES O Q principle spillway crest (ft) 640.90 length of flow, L (ft) 216 O dry storage provided at this elevation (cy) 758 -0 effective width, We (ft) 52 (V diameter of dewatering orifice (in) 6.0 L I We (banes not required if > 2) 4.2 diameter of flexible tubing (in) (orificle +2 ") 8.0 collars: YES Q runoff: depth of water at spillway crest (ft) 4.90 I- C (use 0.45 for bare earth) 0.6 slope of upstream face (Z:1) 2:1 w to (min) 13 slope of barrel (Sb) 1.08% 0 o w 1 2yr 3.7 Q 2yr 16.87 length of barrel in saturated zone (Ls) 30.73 a V) _.. _.. 1 25yr 6.2 0 25yr 31.10 number collars required 2 JOB NO EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SILT FENCE dimension of collars 3.5'x 3 5 02009 principle spillway: aF (WITHOUT WIRE SUPPORT) 3.05 -2 available head (ft) 1.8 emergency spillway: yes , =' SCALE NO SCALE diameter riser (in) 30 required capacity (025 -0p) (cfs) 0.0 spillway capacity, Op (cfs) 32 bottom Wdth (ft) 50 AS SHOWN diameter trash rack (in) 42 slope of exist channel (fUlt) 33% barrel length (ft) 185 minimum length of exit channel (ft) 3 :' SHEET NO. head on barrel through embankment (ft) 12.70 crest of spillway (ft) 643.40 ' 18 diameter of barrel (in) 24 - — 11 I 11 I _ - . I : . , . . 1: - � PRE-DEVELOPMENT ' 1! I i� 11. 1: ; . ; ; il . I i D.A#1 (2yr) (Present) I i : Is . . SCALE:1"=80' � . 11 C. i, i_'- il , 1111A _f ; . ; 11,"s �U'17,��-- -, ., -- , - � D,A #1 (10yr) (Present) I _r _� ! , . . :.�:�:�'�--=.-..��....,�i,��,--;�!�,,', . I I I � ''�,,,,,A 11' - , "' : ; �,:s -';i',_- - 11. 1, : � I V11 - 0 I , � ________-i1 .��,,:, I - . I , ,st_� ; D.A. #1 (interim) ,�,i� : I � I J Vi il- I IN � 'I', , -----I- � : : ,,1 " w -1 ,'? I , Pr � , I 11 i "A . ............ 4:11 1 i 1, i 11 . ;7 4__"]s;__`�11�11 . . .... ..... . ..... I., .... . . � 1 (Final) I I I , - I I 41 ly ��4�,��4,rQ�_,qi IT � DA # . I I �,,� I I CN Area 2- Year Flow 10- Year Flow 55.0 6.45 1.68 - 58.0 6.45 - 10�29 73,8 6.80 - - - I 1 86.7 I 1 932 1 1.55 1 8.14 - � I I -�; ,� 1 " ----. -T 1 1 � � �Kill i� ; 1 � i i , , I 1-11 1� , ; � � I , � . I , , I I / i / 11 ; I . I I , 5 . i i I. - l�, ! . � , i I , , . . i j., , I I i I . I --- � , /, :; 'i, - Short Vers i - , I - , , I , ; , - ion IBMP Computations For Worksbeets 2 -6 : I i ! ,�,�, 1,/�; i� I / 1',;":!)"3, I ;�- I ', ) �"\ \ L_— ;,,i ; I . . I , �7,; I 11 1 �. � I !,: I : ..! , , _�� . ; i i . ; ; i ,_ :�,17�--, i. � . 1, I � P�� i". i - Albemarle County Water Protection Ordinance: Modified Simple Method ii r11 -I I ��-41 . I Ut, ; i i I 1 :; I , !i /,_ : :j \ — FINAL BUILD OUTIPOST-DEVELOPMENT L-1 � i: i, ; , .1 . . � I , , I . i: i " ,,, '�, � r ; - . . ..... . ...... ... . . � __ I I-_ __ . _1 /.z xi, ; i I / � i ; ,� , � i I �,\ I ; 1'. � , I ',�i r"! �I�i , " ;__ - _7 i / ', � , k� is L�_ �,\ �.,i� ,,� I I 11� � %, i i 1 h H 0 " U , _ (Forest Conditions) - � . ,_-, _-, I __ ] � I I _='t I.r. I/ , ,,, ,-1-171, . i � I i 1 � ! : i 1 i , � 1 i I., .1 - �� t�� : ; j , ik " ,� � \ , ii : I �1' i ; I '! I ., __ Plan: Water Resources Area: De,elopment Area / / "I i L " I I\, I - 1____1_1 r � � ! 1,�"�-,- 1, � �Z,, I �_ _,", , I .1 / , , : ,7 i, 4�,, Ii 1 : i 1i � 1 , � ; i I z , , , . -_ I i i i i �:� ! 11 1, i \ . i -1 , .... � I � ... .... / _� , I ��.. ,_.. I I � i l__ J , � 17= : I i i s i / " (Meadow conditions) , Old Trail Village- Blocks 11, 12 & hall of Mocks 13 & 14 ,." Li �`_ � -�:5 I ._.1 11" , � 1 ,__-,1., � I (ANALYZED DUE TO LARGER, MORE IMPERVIOUS WATERSHED) 1� , �, I - j"j.1t : �'! i,s.,.s,.�, "" ", ,� I , , "�`�- 1-i ,; �1 ., _,�- __ - --l".-L-17 _..�__� L�-_IL � '��---�::�':'_'l i-I i, , ', I , "K", :1., . ...... .... I— 11 � // 11 _]_� ;�� i, , , , I ER ,.! � ... 11 X) SCALE: 1"=80' "ep- - ,�,,, I �,,'.'.� I I , ,)"� 4',,!*, I j�� / // ,.z .. , ____ �� Is; . , , : - , ��, I 1 - 11, 1� , .� ..... ""� 1; ! . (a , I , 1= 1 � _ 1 I " " - '- - - '' , f"..., '�, -- -; � Preparer: FGM, PE Date: 16-Apr-1 2 s� ------ - - ;_1 __L I -��,' � J 1� -_7 1 1 1 I . . � � I I I . . . . . . � � � � � � � I __ � " , � ;., -1- ". z, �i " '. _ , , , _, . _ , J 7�,Fs` � 14.. -1.1-:7. -7 ,;; - , i ", , -- / _ I - - I , ,(' % o� - .., I I I k , , , I I" I- 4 , ,- '. , :. -, - ;_� - . , � _ 1. - -1 \ I --i � -, , . � �rl_� 1� / -, , ,4f _,�,, ,'__�z 11 . - - - -_ - --- N, I � __ : I '', ,. _ , � - / - /�7__ s:�, I.- . I i 11 , I—, I ..... . .. "I _Z�uiz- ` F ., �� , L , �,_�I,,,;,, ___�,__, f,40' I I , " r==,����! —:11 1!�', - - � 7 , 5/ I I SCOTT R. COLLINS I ", ........ ___ ',`,, ��,,�i�, ,,,--, ____1=z;.___='-r.� ........ .. � � __m� .............. , /_�;7--__ . . ....... L_ , i� s= 7, , . , ____ _ �,_�x 11 ��ss, ,,, ��, '1�1, , . I � ,z��; , I I , " , �: _4X/, -, ,4 --- ::::::::::: f - I " I'll I r I - " " ". �� � 1, _ _,,Z4, " , -11 �� L, - - , -, , , - .19=__� . _��r 111�_ ', ; " , � - : 5k " � , � _ I -1 ,� / " _� _` - \ : I I -, i __1 . . . - , . I . .__ � I -0. � I I � I _�, -- - 1_". ", 1� -_ 4 ; , I ; i � a3 I �� �� / 1� - ; \ 1 7 - "I ) " ,,,,., \ 1, . s I ; ! . 1 , �, 1 V i 1 � 1' r'-__ -- g ---- ---- - . ill I \ I 11 i ',, � � \ \ '� U I s : i 11 i -1 ,�� . ; i � ; , - . _,__..=_,_____7 : -- 1 1 i I � sis t , I I I I I Ill .... - ____. ..... .. .. , _1 1. " � I., :� i I I i I I Project Drainage Area Designation Block I I Bicifiltees D,A. (Worst case scenario) ----I f, 11 i I I I i E , 1- - 1! � I � , ) �/ 11 I �: ''I ,.�- - I --.,--.. 1i .... *__ ,� _-I . - �,� . .. . .......... ___ til ---- - ---------- * ...... 14,�i 11 I" I 11 , 11 , 1� -1 � � ! � ! � �,. � 1 �! ��,l � : i 1. h - It I I . � I � � ............. __j ( i 1��____� .... 11� t - I- k zs� I I I � 1. :: � 7 v ._4___,_ -, I - I � I I � i I i ! ! I i � 1 1 � � , , -, ! I 11 ,/ -, 1, "." . s i � RL 1 i , / % / - ., 11 U Lic. No. 035791 1 , Pl_� it . 1 I �� __ � A z ; I 1 I I '..'.'...'J , 1, - � .- I , I ._4__..___ / - —) ���� I 1, , I � 5 . I i I - / ; , I ,,�� 7� .1 - I i / I 11 I . ; ; _ ... i I - ,; , � � I,-- ) - __�,_ ,:. . ,:,A__:_ ..... .... . . 2" ,777:,7=....-.:::'_':!- .-;;;='� _Z��L��� -� " \, � - � _ :iA _—, , , s ........ I 1) . ... J 1 4� . �! f,�, N i i " , I , "I [.1, I I 1, ___=;s�1,17'�F�_ -�----,---::----�,.-,-.----�:7.- � �-_=_:= 1. I I - I I I A -.1i -i- -- � __f , F Z�z ; . : �- 1, `��Ii, i I i I J / / rl I - - - , I'll, . 114- ; � �=�__�,-�;!�-,"_.. - / 1,; . - . - _&,� �� I - 't " -, i I \ "I "', 16 __ ... _ - -------- `z'�:' - -- ' ' - - , . ___' + .1 " " - 7�`�`_-:'__ 1 11 ,' I I i / . ... .. ......... : ; I . I . 7=":"",.;o4��, 1i . - � i Q., I", \ \ \ 1, I ill "I' : I . � '4::_� " , I ,,;,,---�� ; , . "I _4 ; i � I 11 I , �"4,,' �,.,�L,L- ; I'll ; "s-7 - . / .. __� 7 ili-_ - L storm pollutant export in pounds, L = IP(Pj)RV12 I I C(A)2,721 /// , __ I I -1 ,.;., -1 11 1. 1. s. - -- I - - ,,, � -,-,-. i , : y ,,, - 117 1111.1; , , i L � ! � C___j J f I rn � , 7-�' , I �� , , - ", �Zl -,n� "";'_*!"�', i Iii I I - i , i ; I ,�____J� � , : /%,k�, k 11 _-,.'...,,`.,,72. ,�_- -.�-".",��_ -', - t', ",," , .,. : � § -2!�= _ _2��: _,,,_.7;" __ I ", , - ----,, �, -P, i L_, t I I -:;-:, , � --- ' ' , , --- �, k : / I I ! 11 I I . f 14 . � , I ! 4. � k�, ,-,, , . � - 0 . I �;� I � . _ I,,, , I � - -, I I I � -4 , .; . .. ____ __ __��177 - - , - " �, _� - � - I . \' 111_1 RV mean runoff coefficient, Rv = 0.05 + D�Wgill) '�,Z_ L:.!_,__-�,sz, - 'L, - � , - %,s : I --� - .,:�_:� --..,- � ,. , .1 - , � 1, ". � --- , ,�, 0 r s� ; � 11 __ . ........... . - ---- I ........ . - - " -;7�,, ,- I � � F _ + . / /, / 1i -_ * ,�� , �'. "" -�__,;s` - �L,!l I ,il ;', 4 : �'!,sf_'s�,/�/, , I / / I , �__ �,s - . --li's .... .. - =- --= � .. .. ......... I �i 1. 1". , ;7/ 1 � - -�" .-, - � I , - . ___��', "I - 11 " I ... i !- 4 -3,� ��,,-, -.1 1 �- -;:!,.; iv--- I' . .11 , , -- - .... 1, I.."', s., - -I.. - - i � . Pj small storm correcti,on factor, 0.9 , " ", ,;�, , _� -; I , �,� � � ":� , I � 1 1 : , � , , , , t " , . 'W1!,-__;_, ."'.': � ---- "_'+111,1' - =.".'.7�'.7 , � I 1�1 .... .. - � ; i", I I � ...... ; ; , k, \ I - - . 1 _/ i . - - . --- _ -,,,,- , , ` - ; I - � - --- \ �1_ -, " . , I I I ,/ : , , I I - I � - _ __ _-, __ 1 : I I I 1.� I -, - I i , , -- . , I . . I � i . � . i� i I ,?" , , __........ - __. -,;= ____i / , \ _:� , " , .7 1 __� :.. I _ - - I I - , + _ !, ,� , , , I ! li-', , I , '1`77: - - - - -- ____ I . - - percent imperviousness .", �;, I 1 . ! I : ; : _ -1 i I I " ---_�, � I i . : -, -�, I , F ' I" , -,�,,,� " 11 I I I ;l_',z 1, —IN I 1, - /,/, - - ----- "_: — ., \ � , . ; �, i��/�) I s -.-- _.�.. ;,;]: ,17 I i I , el , I I � � - 11 - I, I 1 i . I i ! I !, 1 . 11 I I IONAL � ____..___ I ., i ,- A 11 �, � /�_ Fl� �,', 5 i I I � I / I I I -I-, -1 � - I . �i \ , ,4 . �. � 1; s I i � I I I 1, 1 . I I / . 1, 1 ! � i ! , (." is. � �1 I- ;. : - _4n : , i i I i I I ! � I 1 1 i ., . . , , I : I I i I I i --- _1 i / ", -1. , I . � � i `,iL�� J�Ii. ""I ;11 11v / , i IL" ___ I P annual precipitation, 4T In Albemarle L fl. , ! i 1 js�� i i i / , I , . w .4 :,-�" I ; i . I I , si. -, / � ir - � I . � "I'll" I � 11 �,,` 1 1,� � I - � � � i i � �:! 1 � " � J,_ � i �., I.- I , I , ! , r— ., r _, _ i . , - ---,, -- I � / 1""", 1_11_� i i i � i . I i I. I . . I I I . � i - � 11 . ! \ - , . : : I I ' ' � A = 9�32 ' \ I : i ! I i Li I : ------ t , ; - , , _..., .. . ...... i I � i � i I'll ,11 .... 11 " I r I , i . I -:, / / , / - � ;z , 7-�In=, —_ - _'� ), i I - - - - - * , -_ I �, i � � I � i 1 i � ! 1 ; \ L r7 � , 1 � � , I . , I, ,I,, , I , - . . . � �' � \11 I �// � I "I " , ; - _,, � . - - _,_ , 1 �7 , � , , '',� ,�`, s , . -- / I , I . " I I " , 7 - , ., I ; I - � I .. . 1� �1' i. " ,_._ - . 11 / / / � : � �5:� " ";, "': , , 11 I I I � , I 1 ! ; I , , _� , - ----- � , 1 i '.'_.� 1. . I I , - .1.11.1 ��,____( ; I__ \ \ � � / " 11 11 I. . i � f \ I ;, , " �� , is, '. '! I 15, "I '�__,;_.;_,��,` ;'7,�"�;:�' �'�,L4_J74 : I � . " i - -, I I I I . ; : - - 2', ", , " , , .1 I L __ � - � -, _ -t phosphorus -ti, I 4 � , , --- 1� :1 , + . , I ""."! : - I I . I I _�, / ./ ,/ ,/ I" 1, I -7 1� _', ,�',_,�__ "_::_�_"_;,:4_-,_�;Lo _ :__,.I,�., ,,, "I \ � 1 ----- � . ......... .. � 11, I I I I fl � i__ I I - I,- ____.,�_j� , � i pollutant concentration, mgA or pprn largo � I - �, . 5 � . , / I - i , -1 i �' ,:! ',;'siItssi,--tis4-,�-_-.- L! , I ; � I i I -', ,,,, , " ! i ,i- J:, I-— �- __ I I . i i I s i i � \ I., r . I I / � _ , ,,, I i i ; ! i . I � � / ; r �!; : , 1 .. ., r I I 11" , .. � __I;zk_� ..'', , I '\ 1 ; � 1 / / I I 1 , __ " 5 1 � - 4� - � - i ; , C , . � 4�� , EZ11 I' \ 1_:_� I _ ... - - -- / / , " i / A project area in acres in subject drainage area, , I :,:.�,: � ,4 1��, / � V____ � I , I j I 'F I , il I , I . F : , � , , _;��, I . "; __. . s'; �, , I ; I s 1� I � I ! , I ; " ;�71 / � \, I r. 71 -�,,��_11`!__._J! +:____.��,__ 1 _,:�: 1,�-,:.,.::.�;,,��,--..:-.-�"--��,+.,Z-�L..J I I �� - - iV,,u,Li; , � . ,,, � _--__.......11 I I � I I.i. I =_�_q �-",---, I � , . -, i !11 I . ! T � , ""'"', I , C, / - \ /;;��_ ".. ; I __-!" 2 _4 " L _. ! I'�, �_ , i:.11 5 \ ; � . 1 : (A . � ; -1: i �_-_ , , 1 I � _� -_ tv"'l _! � - ,!�' _� , - .. ,7 / I I i �'_ .;; : i I /�/ �- " \ \S% , , i . , i, I �i_�"I_i"I;U�_ - -� - � 4,*!: � I I I . � � ; � F_ -11, , I ___ , - �,7 11 --- I � __ ...... - I s _� __ .,.-..,.--- .____....V1 I I I I , __�_ __ �# ! I � . _____ I I I I I I ;; .. - I . .... � I ! I ; . j , , !�:i J il, i.."'L. _.__ .... ..... _` .... � : I A _., - -4-- - - i - � � � i,r ! I �1, ) i . . � " 1 , / LLJ , , i i � 1 2 1 1 - ; i i � W.-T...'. , i I I 1 __ 1� s - . , � � I � s's, , ;: i i ! i ! i I ; N 31 . -, , .. ....... .. 11 I I , -:.,..- --- .... I , i 1 1 ;� , , i / - �_ - 1 [ � . 11: . /' ; I - : 1 1 .." i .. ... ... L-L-1.1 4 ,,I , � I " I �-,,�j L1 ' 1 � '/�-, , � �_ i _f Motor applied to RR - , I , //; 1: / � .... .....1. ;,�4, t _L! 3 I 11 � n -, � 'I _�� -1 it , -_ , 1�'l _",A : � \ I I , ______ V required treatment Nolume in cy, 0.5' over imperv. area = A(l)43560(0�5/12027 i...,r � / , " �� " � !I I I I � _... I , � _ . 5 ! 1; � I fi ; , ,� '� - �4 - 1, I,,- � ! I , / UJ I i i i 1 1 s I � ; � � � I . � - ,,\ . .. i I I I i I [� ': ; ,� - _,::��_ __-_`1n-, _/__,,��_,,, , =�_, 'Ir .i-- , � ��% i � " 11 i I I -1. , , , ,� , , � -, , ; � I - - � "",, � ,__ - ,RR requited removal , L(post) - I x Llpm) 11, q I i-11, - --i� .� ;�� I 1 i 1. % I . , / , , . -- I � ..'_ . � " � f 1: F. i� I �� 4 , ! 1 : ! i I 1 I i , I I � IV, �, I \ � �i i I -_,._.1J �; , I I ; , . 11 � -.1-1, ........ ____� 4 1 . ; : , I I . ., .r . . ......... - ---- g,-wi. 11 . � :�s i I � I s I . ',\ "\\,\, I- .1 : ,1! �.,.;. : I I - ! I 1 � . . I � %, f ; . " . I � i 1 I , " I , " / / ;' / .- I i I - : "" . , : ! I ! - I I , Q/.RR -.1 / I Y,i : : 11 I I I I � l -I- 1 s I I 11 __ i ; . � : ; I : . I _._____1 removal eMciency , RRIOOIL(pos!) I �! = :: , I ,z�-, 4. � I : ; i : " . 1 i . i ! I F � 11 U) - " 1; . : . \ ; �l IF; " - _ � 11 , . , : . . I �1, 1-1 !, I, , i ; : . .1 ; --_� t., i 1 i . -, I o I I I I I I , , I : � .: � 1 � I I 11 I I ; � / � � , " " // I � I , , , , " :; --t i . ; � � , : 1 $ i I I I 11 , : -- ____ ' - P " " 7 ;� i ii I � ��_ a rE i.11 . __ I � i �, i � .111-: ---7--- � t� "'I- N ;1!i, ,7t�" 1! �� � il � - _ i _J � i i � !� I 1 . - , , - , -,/ . , , , / , � , � �� _14( - i . i_,� - I i I ', , -,/ ir."'i q -, 11, " " / " , , / / / - rx��- � � L -_-._I 1 I I !/� " I 'r t , � 1.1.1;."i i�, 1_111� ! � t --- , I � _j , J�j � . . . . ........... , , ; G� I ` ; I I I " t; U "I'll , [rp"'�_ :�_, .i, , / i I r i I �! '11 11 r\7 7 ii. - - I ; I ..ss— \,\,\, I ! " z i ,�""e�;,, ; 'r H � 5 : I L-,- - i� :1 F , , ��-. -� - . 'i" . _. _.... I , � I , ,. 1 , - I �, 1! i I �_ It , \ \ : W, � 11A_r______.._ ... � __7 - � --- � - I . ....... ...... ; I s ; 11 I - I , �', — 1� , ,_q t - � � � � 4'a -'4 t , , _ ...... i , - ,------- � ,--!! I I i -_ " ; / , rt. 1� / .- I �,."7 i, � 1. I ;. 4 .. I .-.--.-,, �. � , I I i ; , ,,, I I \\I I, ,� , , � . . ;'!, I " -, ,,� 1, t�, � . , ,4 i ... �, ... :-,!i ------- ... .. I-— �d —_ . , - 11 _ / � s : sj� I , I � I ,� ""�! i ; � � I . I � _ . " t I / s " , ; , , I : , , . I , I 1 _ I . Fi I I �, / i I �� I i 1� _!, ,j � � ii , 1". .: � it % , i , 3: 1 f ---- �, - ?:�i �� _! I ! - - "'7 ?:-t , *1 . ! , I - - . . . .. - I - . . I I , l, . I --( " .:. J � i , _ 1-1 !�,,\, �� , , � _ ; Impervious Cover Computation (values In feet & square feet) -.1--l- 11ji ) "'. _-� ,, I i I i ..... a _- ! � =1 .... .. I ", r , , __, , 5 _. : s - / \,,, 1, � I �� , � 11 ;l :� 1 � I � ] i �� � f -'s 11 , � I I - . - , i I ; 11 1 � " _� - ; Ito rn � -, -- _ ____ i 11 I I 1 .� , tl',� i ..... ,4:V r : I s," I , � !I J1 J � I _� - ____ I I] -4--J.- , , - I I / ,\ , I , , ,�, : ,�, 1 ; ; � I \/ - I : - t , k .", - I I * I I � 1 �4/ ____ .... 1 I - __ 11 11 .111-1 I .11 1 �: , � -- - - , i" Is i_� , y, 1, , I ; . � s � , Ef) ///' � �_ 11 "�_-, I I 1. 1-1 .111, I'll I . � .111, 11 ''I I 11 I'll, .1 I - I .�� 11 5 I—_ I i I I I T , 'L r . . . ......... � __�, .. ..... - I I __-,:s�: I r- - , I ; 11 I I . -1 � � I .. *, !t- , �!! � i � ;: . � I , r I I ".-I � .... I . . . . . - - �� I, � . . . ... . 11- "=."':_:.: '_ 4 ---- - ---- 1. _JpT"evelopment �,A ; sq � I , � i , � / I ls�', \' .,--',,,, � .. -,, -� ,L-i�- =/ ,�`'__- � 1 .... . . � ..... .. ... . . I. I .1. - .. �Area t"', ,�._____ .... � - i , �', I i ; ; - I j I � s ; i I � ,", 1 ; ! �1 ii, I ; i� ; ; __� ; �, : i 4:1 , / ; i \ I i i I . 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"', ,Block 11 , I - 3;5,900 sf, , I �", 11- .... , 11 � - 'I '�)' .--- I , , T -i � . , � " il, ;: ...... :: IL '41 - � -_ � ,11/ � 1 - i , I � : - .. � jl!::�J ,,, , ,�� I . __ . 1� i_ �� � � I , J , �-,�, I � I. � , , , , , ." _,:�! � : I I I � . '.1 I it - -_ , ._., . . .. .... 1 ... 't f , I I I i ..L --- 7j_ , . 7 � I - I / cr_ ; 1 I t__ 14 I � , I ___.___ . . I I I ,� , � I I � � , , , , , , "' " "' , , , , , , , , , , , � � . I " - �, � . . . . . . �! __`L I I � . . - - i ��,':_:- -_'_� - , - - - — I � , - I / i � i ., I �, I , I . 1. 1 . . , - ; � I � i i , ____ ...... 11 - ----- - / 1 _4 li i . ......... I. I—— I - �_�,! 1 6 4 o� . . . .......... ... +� - , ;1 -_ i 1 ill i !, , -1 - - ----- � -,,----, - I 11 / , � � , -.-.. 14 � i ; i � ;. i,., � I : � 1: I I I I I Block 15 � 11.200 sf I ; I ------ 11 .... ............ ______ ! ____ .- I o I � � ; !; . 1 ;,IL 1.1.1111.111.1.,.. I—- ,� / I ;I ---.-,- -_ __ - .. - I I / � � i , I Is., .i --- --� � �, -- I . I . :1 ; � 1 11.. � 1. 11 � .. .. .�, , i � , : I . __ - I : � ; � - -1 ; li ;i 1 � I "I'll 11 I - -_ 11 , .-, � ---- 4, I - i . ,-, I �Block i4 "! I _ - __j , � � Z� . ! ----,. '- , I—, I : 1 I 1 1 ; I 0 i 11,200 st ; 101,200 � . 1� le . . f.-, jtl;� �--,;-,.-�-. 1 i 1 r�, I ; , i:r�.! , i � -, M . . r : , . , , , I : I 1. I-. I-- . I I . 01� ce I : 1; "A,i: � � , t-,.�:'+;- " , � ------ . ..... ___4 - 1 1 1 '! , is I I I 1 I I , I 1; i ; I ___ 1. :7�. " / / - ,i ; / __�7_ i � ,j . I ; . -, - � . � I & _-, I , r-s - i _��, �i _'.1 I P I . ; _�71 . Activiiily-Wazed pasture & Area Grass I Yards 1� _ ,_;Ili 1� - 11 . _ I 11 , - i i, � , ,,, i s : : I � . ; 0 I / � ...... � .. ... : i 1 � ___ - I—— - I � I f I . . � I � I , � .�J ---_-, — �',s; . ..... I - - - - ., I ----T7- _ 11 ; ___ ___ ! I/ i � / i / " - __ ; � .... ... I., -1-1 . ... � I --- -_ 1 _,� 'I'- s; - � � , A r�' �1' ..... , _L� �,l . I ; - ! ,d turf - - " I - - - - �,�- �-- -7 '7 7 �. - � , �f7 , ��7. - , 17-- - ..... I .... ._� " - !,___� � ----- , ,>, � i i - - - __ I / � i 7F -_ 111 , I , . ,7 - : I _.�..:?. I 1 ! i i I " ".r . ............. .. _� .. e I ....... - I ; - - --- / . > I I ____ - I . - + ___.. .,-,-- ,,�,,�L_, -_ ___ .;, I . _ 7 I , it"i ,,"11" Iyards and culb%Wt 405,979 x 0.0$ 32,478 , 123,583 x 0-08 � 9,887 1 -_ . - - I � I � I � � . I ____ I , , ; 1� i: s - - I I s I'll ; r 'C - . , , 511; 1 -,-- I , . I I I'll I .1 1. I I 1. 1. I 1. I I . I . I I . � � I f � ", ; - t� 1 _ - ! I -- 1, I " ; � , : . , - , 5 / . ; I � I . 1 , "! i ;� vl� ,lActive crop land Area i . i - T""i 1 V " , O" I. THE PROPOSED FACILITY IS DESIGNED TO HANDLE THE � ; 1;, ;fl i "I - ;;;�,1,_,:k i - , . (=I -_ -_ I , i--41_ i !P , is - I �� M , , _ __ ._ LU � I " ; ; ,�_4 .... . . . ,! , . i i i I ,4 , 1,_ _ . ... . . . . . '.. r_7 ... ...... � i, ;k 0, \ I- , 1: 11 I Area s , 1� . ___ _, - i � 1- I , 'I 5 1 . I I � I . I i ,% 1; -.- ... - I., : t ! � ; :; s 11- _,�_ f ---,. ( - -� v �� - -1 � _11'z�e_J______."______ , , ] I I '1: � , i I " f '.,i-._. , - - � _! ______-;11; . . , t "'I,, �x D.25= 0 X 0,25 = ; 0 1 ; ,I; : �� sil., " - -_".,_ INTERIM POST- DEVELO PM ENT SCENARIO, WHICH IS ; , __.L� , . ., � .- , I- . ,., --;-:- I - . � 11 ,� / H � t! , I .... .. "..'.... .. � I I � � I I . 111111 ... I ... I "....11-, . 1. 11 11 :i �', .� ,� r, ,,,,: I t - > �___ - ___,7_1_._._ 1 , "1111 � �_ -_ __ _ ii" I :/ I � I-- I... . I'll + ... .. I I 11.11 I � � I I I 1 I s ; , � s �:. ; �!! � 11!:::� - 'I d i _. / ;Other Impervious Areas - I � 1�' .. : ::: : 11 I f .". __ ____��_____, , � '��_%;�� .." - . _., I � I � i i -i , / I k,:%-1 ei� : � I I ", , i =� J11 , , ; :::.. �- ce I - ENCOMPASSED WITH THIS DRAINAGE DIVIDE AND SHOWN , I 17 :T *�;-, I __ , - I � ::. , BLOC(i i.� '* I 1, �_� _L_ - - . 0 J 1. :� :: ::! - ':-::: � - 1-1, � ! , � I 11 .J ---- w,��-� I - : ,� - . � ... � � _-All, ; � a W �i� !; � � - I ; . , ; / , - BELOW, AS WELL AS THE FINAL BUILD-OUT. THE FACILITY , - � i 11. � ; i �� I -__:__1:)`�,s,�,gC --�--,f.�_�_-,-.:,;__=V,,, ,i,il I s . I I - ��-,,,* ; I ir !�� "I, '. -1-1 I i . ,�.:,s 11 , ; I - vi -- -, - - ... I! - - —_ --------,IN L I . + / I I I � - --...-. I � .. I � 11 I ..1. ...11.1.111.11 11 � .1111-11 I 1111111 I 11 I I I I I I - - - . 1'�, ?-- - --. - ,,,Al::::i_��_, =.�.,_ _,_ ft", -, , � :� , � _-7--,-_,::___ -i_ � -T I � , 8% : 72% s::�; : �- : I .; .. . I i .. .. " _� , - - , T�i� �:� I , i /1, -, � ,4 ...— i i I 0 -, - ; i " I 11; I - I I .:. . ;:: T -�/ 4-- ----- �_ I �! f p;�, � _,��, , i I Imp L,._____._ -, : 1 1 L ", �1, " 11 Ti! - � I , i ; 1i , . ;�; � ; � - i 2 1 -1 ; ''-r-1- , __ : ervious Cover s :,�;! � I ! A . 1 4 1 � � .. .--- ,Z__ 4 -,,,--.....",f.,..,-,--.,��,.�:.,-""", - _1 11 I I "I I , IS DESIGNED TO ACCOMMODATE BLOCK ii's DRAINAGE I I : . . I _ --- I _-_ - ____.______, i I ; : �*��_== - - ------- Rpost) - - -, .., - .. I I I i � , 1, I AND103,0005f, 29,300f& 22,4005fOF FUTURE - _�, : � i I i -L I I I I.- . + � ". __! .... . ,.!, - 111��-: . ... ��-- -- � 2 __z_'__1�_ ... __ , 11 � , � - __�� =,_i7t V SF �=.77T�==�:!51. � � � � � � � - r � .1-1-11" _T_ I . f � .� I � �� " i 11 ! - � ,� Rvlpost) - V . I � . ; i ,I: 7,n Ps I � I �, � � ........ . . , -j I ;_` -, - _T� ,�� � / _J ; ..... - + , � I f I I 11.1. 1 _.... I 4 ! I , ; . I 4 _,;� �' 1z"70-41 i 1 � � I i I . , i, - � . �s I - =1 1 / _' ,,, PERVIOUSNESS AREA FROM BLOCKS 12,15 & 14, ; I ! � : : I I ; I '... -- -_ -_ ... - � . , I / ,_ - I � I . : : I , I 1 5 . :�!l: 4 , i , 1 � I ; ! , il ; 1, : s : �� ; I I i I. I . : " 11, I I 11 T lt:�p L_ . : . . 5 I c � 11, I 010 451.1 1 --- r " - 11, " \ 11 1 i ! 1 ! i .." . 1, ; s� I I ----,,,, - , -1 ,,,,, ---I- ."'., _,� I ,_ in, i 1 rt ,� " -!Z�:_ — - � __ .1 I : : ; 0_0_��_, : 1 I �1 . � I - � . : 1� I ,��:i I � I _ill, I . ..-.i-,. -1, �.-.'. :.; - 1Z 1 /. � [(pro) , — :1: : V;, .\i � .- __1 �, I\ IM . I I �: ;::i "s . - 1, ; ! I 1 - - --- 1.111, �, :: ,,-, 11 ! I I,- RESPECTFULLY. THE DRAINAGE AREA SHOWN " / -1, I . � : * :: Z; . I r � I- 1, " -i 0 f f '_ _ . I 1, � i , I I ! V i'�I!d I �--! ----,.., : - --- - -,,] i � I 1, I ; - ; � I - _ - I . i . i . I ___ - i ::. I I r - i ; I I I ___ ; : � 1 , ; I � _ , _ . - -, - . � -_ - __ I i I I CONCEPTUALLY DEPICTS WHERE THIS DIVIDE MAY OCCUR. I � � -_,,- " ... - 'T". i i. ! i�:� � I � i �. - -,--.-`-`_;..1 . i ::: . F7 -, . . I f:! I i-: �4,1�,___ ... . - -, .-. i i . , i: 'i�. , s i . 1, . J 11 -, I 111-1.11.1; '�','�,, i , , , I i ; _. �;:::*_ ,� \o I i — � , - I i ! .::� , 11 a : : 11. - I I I - - \ __ i 'd : .___7 ., � - .- I � . - I r i : P � I —1 1. .... Z�p � --- I I ,,, ;! - "; I . \ � i - , � , . . 2.- F � . f.�;� : I . � . — _ - , I i , i- � !�� 1 1� , I L__..i i ___ I I L---d I -, , _i , 1 1 ; E . ":r . . 1, . i 11 , I I I New Development.lFor Development Areas, exiding Impervious cover <= 20%) , , i I ` ! 11 I 1, ... I... - � i: ; "'. 'm i � i i I I I . . � I ....''..'' � I I . � . : o �:�,::/.::, : I " - . . .: ..:::: " ""� . � 11, , I 1- i . ; _..." I J I ; �, i ; '.1 11 ' i ', I -, I � I i Y��, i :_ , I � n i .. J t ; � . 5 ___ ... _ , i I E i �, IJJt� ,�n,s ...... "' . . � I . � I . I - ;� i " , �% \ - / " , , '. " _', I r*4 Is, . I 1 � ; � - ". �, �� .. ,:::�;�,;:: , I'll, - f _ I , 1! , I - , - I : I j � ':'-'- - �', �`, 1� � , 1.00 �- -,-:��--��,20% O�23 , 13,49 4092 ' 27A4 � 06/4' 'De,,elopment k6i' " ' + + " gil :.. - � :, . I / - ., . 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